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The Lofts at Six Mile Creek
EAST RENDERING NOT TO SCALE SUMMARY 2010 BUILDING CODE OF NEW YORK STATE 7 -STORY 45 UNIT RESIDENTIAL BUILDING ZONING DISTRICT = CBD -100 & CBD -120 USE = MULTIPLE DWELLING BICYCLE PARKING = 13.2 MIN (14 PROVIDED) OFF-STREET PARKING = NO MIN (0 PROVIDED) OFF-STREET LOADING = NO MIN (0 PROVIDED) LOT = NO MIN (19,525 SF PROVIDED) STREET WIDTH = 10'-0" MIN (288'-4" PROVIDED) STORIES = MIN 2, NO MAX (7 PROVIDED) HEIGHT = 25'-0" MIN, 100'-0" MAX (81-6" PROVIDED) FRONT SETBACK = NO MIN (5'-0" PROVIDED) SIDE SETBACK = NO MIN (15'-1" PROVIDED) REAR SETBACK = 10'-0" MIN (10'-1" PROVIDED) SIDE SETBACK = NO MIN (58'-1" PROVIDED) LOT COVERAGE: 100% MAX (35A5% PROVIDED) *SEE ZONING SITE PLAN SHEET G002 USE GROUP = R-2 CONSTRUCTION TYPE = 1B FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM ALLOWABLE HEIGHT & AREA (503) MAX STORIES = 11 (7 PROVIDED) MAX HEIGHT = 160'-0" (81'-6" PROVIDED) MAX AREA = UNLIMITED (7,054 GSF PROVIDED) *SEE LIFE SAFETY PLAN SHEET G003 FIRE -RESISTANCE RATING (601) STRUCTURAL FRAME = 2 HR BEARING EXTERIOR WALL = 2 HR BEARING INTERIOR WALL = 2 HR NON BEARING EXTERIOR WALL = 0 HR NON BEARING INTERIOR WALL = 0 HR FLOOR CONSTRUCTION = 2 HR ROOF CONSTRUCTION = 1 HR FIRE BARRIER = 2 HR (706.3.9) FIRE PARTITION = 1 HR (708.3) FIRE SEPARATION DISTANCE (602) X<5'=1 HR 5'<X<10'=1 HR 10'<X<30'=1 HR X>30'=O HR MAX AREA OF EXTERIOR WALL OPENING (704.8) FIRE SEPARATION DISTANCE (FSD) = PERCENT VALUE OF MAX AREA OF PROTECTED OPENING PERMITTED IN EXTERIOR WALL OF ANY STORY *SEE ZONING SITE PLAN SHEET G002 & EXTERIOR WALL OPENING SHEET G004 MAX FLOOR AREA PER OCCUPANT (1004.1.1) RESIDENTIAL USE AT 40,327 GSF / MAX 200 GSF PER OCCUPANT = 201 OCC (177 OCC PROVIDED) *SEE LIFE SAFETY PLAN SHEET G003 EGRESS WIDTH (1005.1) STAIR AT 0.2" X 77 OCC = 15.4" (MIN 44" PROVIDED) DOOR AT 0.15" X 89 OCC = 13.35" (36" PROVIDED) GATE AT 0.15" X 89 OCC = 13.35" (48" PROVIDED) MEANS OF EGRESS AREA OF REFUGE REQUIRED (1007.3) MIN 44" STAIRWAY WIDTH (1007.3 E3 & 1009.1) MIN 32" CLEAR DOOR OPENING (1008.1.1) MAX 48" SWINING DOOR LEAF (1008.1.1) ROOF HATCH PERMITTED (1009.11.1 E) 1 EXIT PER DWELLING UNIT (1015.1) 2 EXITS PER STORY (1015.1 & 1019.1) MAX 250' EXIT ACCESS TRAVEL DISTANCE (1016.1) MIN 44" CORRIDOR WIDTH (1017.2) MIN 36" CORRIDOR WIDTH IN UNIT (1017.2 E2) EXIT ACCESS ARRANGEMENT (1015.2 E2) SEPARATION DISTANCE OF EXIT ACCESS SHALL NOT BE LESS THAN ONE-THIRD THE OVERALL BUILDING DIAGONAL DIMENSION *SEE LIFE SAFETY PLAN SHEET G003 EXIT DISCHARGE (1024.1 El) MAX 50% OF THE EXIT ENCLOSURES ARE PERMITTED TO EGRESS THROUGH AREAS (LOBBY) ON THE LEVEL OF DISCHARGE ACCESSIBLE DWELLING UNITS (1107.6.2) TOTAL UNITS = 26-50 (45 PROVIDED) MIN ACCESSIBLE UNITS = 0 (0 PROVIDED) MIN ROLL -IN SHOWERS = 0 (0 PROVIDED) MIN TYPE A UNITS = 0 (0 PROVIDED) MIN TYPE B UNITS = 45 MIN (45 PROVIDED) INDEX A G001 G002 G003 G004 C001 C002 C003 S101 S102 S103 S104 S105 S301 S302 S303 S304 S305 S401 S402 S403 A001 A A002 A A101 A102 A103 A104 A105 A111 A112 A113 A114 A115 A121 A122 A123 A124 • A201 • A202 A203 • A204 A301 A302 A303 A304 A401 A402 A403 A404 A411 A412 A421 A422 A423 A431 A501 A502 A511 A512 A521 A523 A601 A611 A612 • A621 A622 • A623 A701 • A702 A703 A704 A711 A712 A713 A714 A801 A811 A 0 A 0 GENERAL COVER ZONING SITE PLAN LIFE SAFETY PLAN EXTERIOR WALL OPENING CIVIL UTILITY SITE PLAN GRADING SITE PLAN SWPP SITE PLAN STRUCTURAL FOUNDATION PLAN LEVEL 10 FLOOR FRAMING PLAN LEVEL 20 FLOOR FRAMING PLAN LEVEL 30-40 FLOOR FRAMING PLAN LEVEL 50-70 FLOOR FRAMING PLAN LEVEL 80 GENERAL NOTES SCHEDULES SPECIAL INSPECTION REQUIREMENTS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS ARCHITECTURAL LANDSCAPE SITE PLAN DETAIL ENTRY PLAN FLOOR PLAN LEVEL 10 FLOOR PLAN LEVEL 20 FLOOR PLAN LEVEL 30-40 FLOOR PLAN LEVEL 50-70 FLOOR PLAN LEVEL 80 ASSEMBLY PLAN LEVEL 10 ASSEMBLY PLAN LEVEL 20 ASSEMBLY PLAN LEVEL 30-40 ASSEMBLY PLAN LEVEL 50-70 ASSEMBLY PLAN LEVEL 80 CEILING PLAN LEVEL 10 CEILING PLAN LEVEL 20 CEILING PLAN LEVEL 30-40 CEILING PLAN LEVEL 50-70 UNIT PLAN TYPE A -B UNIT PLAN TYPE C -E UNIT PLAN TYPE F -G UNIT PLAN TYPE H -I ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST SECTION E -W SECTION E -W SECTION S -N SECTION S -N EGRESS CORE PLAN SHEAR WALL PLAN EGRESS CORE SECTION EGRESS CORE SECTION WALL SECTION DETAIL SECTION & ELEVATION ASSEMBLY SCHEDULE ASSEMBLY SCHEDULE DETAIL PLAN DETAIL PLAN DETAIL SECTION DETAIL SECTION INTERIOR ELEVATION KITCHEN ELEVATION KITCHEN ELEVATION BATHROOM ELEVATION BATHROOM ELEVATION BATHROOM ELEVATION WINDOW SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE BLIND SCHEDULE BLIND SCHEDULE BLIND SCHEDULE BLIND SCHEDULE DOOR SCHEDULE FINISH SCHEDULE INDEX FIRE PROTECTION FP -01 FIRE SPRINKLER LAYOUT FIRST FLOOR FP -02 FIRE SPRINKLER LAYOUT SECOND FLOOR FP -03 FIRE SPRINKLER LAYOUT FLOORS 3 & 4 FP -04 FIRE SPRINKLER LAYOUT FLOORS 5 - 7 PLUMBING P-1.0 GENERAL NOTES & ABBREVIATIONS P-2.0 FIRST FLOOR PLUMBING PLAN P-2.1 PLUMBING - APARTMENTS 1 P-2.2 PLUMBING - APARTMENTS 2 P-2.3 RPZ DETAILS P-3.0 FOUNDATION SANITARY PLAN P-3.1 FIRST FLOOR SANITARY PLAN P-3.2 SECOND FLOOR SANITARY PLAN P-3.5 FIFTH FLOOR SANITARY PLAN P-4.0 ISOMETRIC SANITARY DETAILS 1 P-4.1 ISOMETRIC SANITARY DETAILS 2 P-4.2 ISOMETRIC SANTIARY DETAILS 3 P-4.3 ISOMETRIC SANTIARY DETAILS 4 MECHANICAL H-1.0 GENERAL NOTES & ABBREVIATIONS H-2.0 FIRST FLOOR HVAC PLAN H-2.1 SECOND FLOOR HVAC PLAN H-2.2 THIRD FLOOR HVAC PLAN H-2.3 FOURTH FLOOR HVAC PLAN H-2.4 FIFTH FLOOR HVAC PLAN H-2.5 SIXTH FLOOR HVAC PLAN H-2.6 SEVENTH FLOOR HVAC PLAN H-2.7 ROOF HVAC PLAN H-3.0 APARTMENTS - 1 HVAC PLANS H-3.1 APARTMENTS - 2 HVAC PLANS H-3.2 APARTMENTS - 3 HVAC PLANS H-4.0 EXTERIOR WALL DUCT PENETRATION ELECTRICAL E-1.0 GENERAL NOTES & ABBREVIATIONS E-2.0 FIRST FLOOR LIGHTING PLAN E-3.0 FIRST FLOOR FA & SECURITY PLAN E-3.1 SECOND FLOOR FA & SECURITY PLAN E-3.2 THIRD FLOOR FA & SECURITY PLAN E-3.3 FOURTH FLOOR FA & SECURITY PLAN E-3.4 FIFTH FLOOR FA & SECURITY PLAN E-3.5 SIXTH FLOOR FA & SECURITY PLAN E-3.6 SEVENTH FLOOR FA & SECURITY PLAN E-4.0 ELECTRICAL - APARTMENTS 1 E-4.1 ELECTRICAL - APARTMENTS 2 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: > > CC I- I- I - z z z O 0 0 O O O ❑ ❑ ❑ O O O U o� J co J � w w U w J 2 X C!) z 0 (1) L.L 0 J CN > > w 1- 1- 1- z z z w w w O 0 0 O O O ❑ ❑ ❑ O O O THACA NY 7 SOUTH CAYUGA STR U D CC H z O U N O d' O N U 1- H z O U 10 N O V O N U D CC H z O U N O N. N._ O N H U D CC H z O U N N O d' O N H U D CC H z O U H U D CC H z O U N O 0 O O 'Cr'Cr r r O O N N *k r N C') 10 (O COVER G001 LEVEL 10 UNIT NUM ROOM FLR WAL BAS CLG 10 LOBBY CORRIDOR ELECTRIC DATA WATER STAIR 1 UTILITY ELEVATOR TRASH STAIR 2 F-2 F 2 F-1 F-1 F-1 F-1 F-1 F-8 F-1 F-1 W-2 W-1 &2 W-1&2 W-2 W-1&2 W-1&2 W-1 W-1 W-1 B-2 B-1 &2 B-1&2 B-2 B-1&2 B-1&2 B-1 B-1 B-1 C-3 C-3 C-1 C-1 C-3 C-2 C-2 C-2 C-2 U11 B1 ENTRY HALL BATHROOM UTILITY BEDROOM MASTER BED WIC MASTER BATH KITCHEN LIVING F -7A F -7A F-5 F-1 F-4 F-4 F-4 F-5 F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U12 C1 ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7A F-4 F-1 F-5 F -7A F -7A F -7A W-3 B-2 W-3 B-2 W-3 B-2 W-3&4 B-1&2 W-1&3 B-1&2 W-1&3 B-1&2 W-1&3 B-1 &2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U13 D ENTRY UTILITY BATHROOM KITCHEN FLEX LIVING F -7A F-1 F-5 F -7A F-4 F -7A W-3 W-3 W-3 W-1&3 W-1&3 W-1&3 B-2 B-2 B-2 B -1&2 B-1&2 B-1&2' C-3 C-1 C-3 C-1 C-1 C1 U14 E ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7A F-4 F-1 F-5 F -7A F -7A F -7A W-3 W-3 W-3 W-3&4 W-1&3 W-1&3 W-1&3 B-2 B-2 B-2 B-1&2 B-1&2' B-1&2 B-1&2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U15 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7A F -7A F-1 F-5 F-4 F-4 F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-3 C-1 C-1 C-1 C-1 U16 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING F -7A F -7A F-1 F-4 F-4 F-5 F-5 F-4 F -7A F -7A W-1&3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-1&2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-1 C-1 C-3 C-3 C-1 C-1 C-1 FINISH SCHEDULE LEVEL 20 UNIT NUM ROOM FLR WAL BAS CLG 20 CORRIDOR STAIR 1 UTLITY TRASH STAIR 2 CORRIDORC STAIR 1 UTLITY TRASH STAIR 2 - F 3 F-1 F-1 - F 1 F-1 W-1 &2 B-1 &2 1 W-1 B-1 C-2 W-1 B-1 C-2 W-1 &2 B-1 &2 C-2 W-1 B-1 C-2 U21 A ENTRY UTILITY WIC BATHROOM FLEX KITCHEN LIVING F -7B F-6 F-4 F-5 F -7B F -7B F -7B W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 C-3 C-1 C-1 C-3 C-1 C-1 C-1 U22 B2 ENTRY HALL BATHROOM UTILITY BEDROOM 00 MASTER BED WIC MASTER BATH KITCHEN LIVING F -7B F -7B F-5 F-6 F-4 F-4 F-4 F-5 F -7B F -7B W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-3 W-3 B-2 W-3 B-2 C-3 C-3 C-3 C-1 C -1 C-1 C-1 C-3 C-1 C-1 U23 C2 ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7B F-4 F-6 F-5 F 7B F -7B F -7B W-3 B-2 C-1 W -3B-2 -1 C W-3 B-2 C-1 W-3&4 B-1&2 C-3 W-1&3 B-1&2 C-1 W-1&3 B-1&2 C-1 W-1&3 B-1 &2 C-1 U24 D ENTRY UTILITY BATHROOM KITCHEN FLEX LIVING F -7B F-6 F-5 F -7B F-4 F -7B W-3 B-2 W-3 B-2 W-3 B-2 W-1&3 B-1 &2 W-1&3 B-1&2 W-1&3 B-1&2 C-3 C-1 C-3 C-1 C-1 C-1 U25 E ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7B F-4 F-6 F-5 F -7B F 76 F -7B' W-3 B-2 W-3 B-2 W-3 B-2 W-3&4 B-1&2 W-1&3 B-1&2 W-1&3 B-1&2 W-1&3 B-1&2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U26 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7B W-3 B-2 F -7B W-3 B-2 F-6 ! W-3 B-2 F-5 W-3 B-2 F-4 W-3 B-2 F-4 W-3 B-2 F -7B W-3 B-2 F -7B' W-3 B-2 C-3 C-3 C-1 C-3 C-1 C-1 C-1 C-1 U27 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING F -7B F -7B F-6 F-4 F-4 F-5 F-5 F-4 F -7B F -7B W-1&3 B-1&2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-3 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 C-3 C-3 C-1 C-1 C-1 C-3 C-3 C-1 C-1 C-1 LEVEL 30 UNIT NUM ROOM FLR WAL BAS CLG 30 CORRIDOR STAIR 1 UTLITY TRASH STAIR 2 F-3 F-1 F-1 F-1 F-1 W-1&2 W-1 W-1 W-1&2 W-1 B-1&2 B-1 B-1 B-1&2 B-1 C-1 C-2 C-2 C-2 C-2 U31 A ENTRY UTILITY WIC BATHROOM FLEX KITCHEN LIVING F -7A F-6 F-4 F-5 F -7A F -7A F -7A' W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-1 C-1 C-3 C-1 C-1 ! C-1 U32 B2 ENTRY HALL BATHROOM UTILITY BEDROOM MASTER BED WIC MASTER BATH KITCHEN LIVING F -7A F -7A' F-5 F-6 F-4 F-4 F-4 F-5 F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U33 C2 ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7A F-4 F-6 F-5 F 7A F -7A F -7A W-3 B-2 W-3 B-2 W-3 B-2 W-3&4 B-1&2 W-1&3 B-1&2 W-1&3 B-1&2 W-1&3 B-1 &2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U34 D ENTRY UTILITY BATHROOM KITCHEN FLEX LIVING F -7A W-3 B-2 F-6 W-3 B-2 F-5 W-3 B-2 F -7A' W-1&3 B-1&2 F -4W-1&3 B-1&2 F -7A W-1&3 B-1&2, C-3 C-1 C-3 C-1 C1 C-1 U35 E ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7A F-4 F-6 F-5 F -7A F -7A F -7A W-3 W-3 W-3 W-3&4 W-1&3 W-1&3 W-1&3 B-2 B-2 B-2 B-1&2 B-1&2 B-1&2 B-1&2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U36 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7A' W-3 F -7A W-3 F-6 W-3 F-5 W-3 F-4 W-3 F-4 W-3 F -7A W-3 F -7A' W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-3 C-1 C-1 C-1 C-1 U37 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING F -7A W-1&3 F -7A W-3 F-6 W-3 F-4 W-3 F-4 W-3 F-5 W-3 F-5 W-3 F-4 W-3 F -7A W-3 F -7A W-3 B-1&2, C-3 B-2 C-3 B-2 C-1 B-2 C-1 B-2 C-1 B-3 C-3 B-2 C-3 B-2 C-1 B-2 C-1 B-2 C-1 LEVEL 40 UNIT NUM ROOM FLR WAL BAS CLG 40 CORRIDOR STAIR 1 STAIR 3 TRASH STAIR 2 F3 W-1&2 F-1 W-1 F-1 W-1 F-1 W-1&2 F-1 W-1 B-1&2 B-1 B-1 B-1&2 B-1 C-1 C-2 C-2 C-2 C-2 U41 A ENTRY UTILITY WIC BATHROOM FLEX KITCHEN LIVING F -7B F-6 F-4 F-5 F -7B F -7B F -7B W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-1 C-1 C-3 C-1 C-1 C-1 U42 B2 ENTRY HALL BATHROOM UTILITY BEDROOM MASTER BED WIC MASTER BATH KITCHEN LIVING F -7B F -7B F-5 F-6 F-4 F-4 F-4 F-5 F -7B F -7B W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U43 C2 ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7B F-4 F-6 F-5 F -7B F -7B F -7B W-3 W-3 W-3 W-3&4 W-1&3 W-1&3 W-1&3 B-2 B-2 B-2 B-1&2 B-1&2 B-1&2 B-1&2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U44 D ENTRY UTILITY BATHROOM KITCHEN FLEX LIVING F -7B F-6 F-5 F -7B F-4 F -7B W-3 W-3 W-3 W-1&3 W-1&3 W-1&3 B-2 B-2 B-2 B-1&2' B-1&2' B-1&2 C-3 C-1 C-3 C-1 C-1 C-1 U45 E ENTRY FLEX UTILITY BATHROOM HALL LIVING KITCHEN F -7B F-4 F-6 - F 5 F -7B F -7B F -7B W-3 B-2 W-3 B-2 W-3 B-2 W-3&4 B-1 &2 W-1&3 B-1&2 W-1&3 B-1&2 W-1&3 B-1&2 C-1 C-1 C-1 C-3 C-1 C-1 C-1 U46 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7B F -7B F-6 F-5 F-4 F-4 F -7B F -7B' W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-3 C-1 C-1 C-1 C-1 U47 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING F -7B F -7B F-6 F-4 F-4 F-5 F-5 F-4 F -7B F -7B W-1&3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-1&2' B-2 B-2 B-2 B-2 B-3 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-1 C-1 C-3 C-3 C-1 C-1 C-1 LEVEL 50 UNIT NUM ROOM FLR WAL BAS CLG 50 CORRIDOR STAIR 1 UTLITY TRASH STAIR 2 CORRIDOR STAIR 1 UTILITY TRASH STAIR 2 F3 W-1&2 F-1 W-1 F-1 W-1 F-1 W-1&2 F-1 W-1 B-1&2 B-1 B-1 B-1&2 B-1 C-1 C-2 C-2 C-2 C-2 U51 A ENTRY UTILITY WIC BATHROOM FLEX KITCHEN LIVING F -7A F-6 F-4 F-5 F -7A F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-1 C-1 C-3 C-1 C-1 C-1 U52 B2 ENTRY HALL BATHROOM UTILITY BEDROOM MASTER BED WIC MASTER BATH KITCHEN LIVING F -7A F -7A F-5 F-6 F-4 F-4 F-4 F-5 F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U53 F ENTRY UTILITY KITCHEN WIC FLEX BATHROOM BEDROOM LIVING F -7A F-6 F -7A F-4 F-4 F-5 F-4 F -7A W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-1&3 B 1&2 W-1&3 B-1&2 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U54 G ENTRY UTILITY KITCHEN WIC FLEX BATHROOM BEDROOM LIVING F -7A F-6 F -7A F-4 F-4 F-5 F-4 F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-1&3 W-1&3 B-2 B-2 B-2 B-2 B-2 B-2 B-1&2 B-1&2 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U55 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7A F -7A F-6 F-5 F-4 F-4 F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-3 C-1 C-1 C-1 C-1 U56 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING _ F 7A F -7A F-6 F-4 F-4 F-5 F-5 F-4 F -7A F -7A W-1&3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-1&2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-1 C-1 C-3 C-3 C-1 C-1 C-1 LEVEL 60 UNIT NUM ROOM FLR WAL BAS CLG 60 CORRIDOR STAIR 1 UTLITY TRASH STAIR 2 F3 F-1 F-1 F-1 F-1 W-1&2 W-1 W-1 W-1&2 W-1 B-1&2 B-1 B-1 B-1&2 B-1 C-1 C-2 C-2 C-2 C-2 U61 A ENTRY UTILITY WIC BATHROOM FLEX KITCHEN LIVING F -7B F-6 F-4 F-5 F -7B F -7B F -7B W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-1 C-1 C-3 C-1 C-1 C-1 U62 B2 ENTRY HALL BATHROOM UTILITY BEDROOM MASTER BED WIC MASTER BATH KITCHEN LIVING F -7B F -7B F-5 F-6 F-4 F-4 F-4 F-5 F -7B F -7B W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U63 F ENTRY UTILITY KITCHEN WIC FLEX BATHROOM BEDROOM LIVING F -7B F-6 F -7B F-4 F-4 F-5 F-4 F -7B W-3 B-2 C-3 W-3 B-2 C-1 W-3 B-2 C-1 W-3 B-2 C-1 W-3 B-2 C-1 W-3 B-2 C-3 W-1&3 B-1 &2 C-1 W-1&3 B-1&2 C-1 U64 G ENTRY UTILITY KITCHEN WIC FLEX BATHROOM BEDROOM LIVING F -7B F-6 F -7B F-4 F-4 F-5 F-4 F -7B W-3 W-3 W-3 W-3 W-3 W-3 W-1 &3 W-1&3 B-2 B-2 B-2 B-2 B-2 B-2 B-1&2' B-1&2 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U65 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7B F -7B F-6 F-5 F-4 F-4 F -7B F -7B' W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-3 C-1 C-1 C-1 C-1 U66 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING F -7B F -7B F-6 F-4 F-4 F-5 F-5 F-4 F -7B F -7B W-1&3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-1&2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 B-2 B-2 C-3 C-3 C-1 C-1 C-1 C-3 C-3 C-1 C-1 C-1 LEVEL 70 UNIT' NUM ROOM FLR WAL BAS CLG 70 CORRIDOR STAIR 1 UTLITY TRASH STAIR 2 F-3 F-1 F-1 F-1 F-1 W-1&2 W-1 W-1 W-1&2 W-1 B-1&2 C-1 B-1 C-2 B-1 C-2 B-1&2 C-2 B-1 C-2 U71 A ENTRY UTILITY WIC BATHROOM FLEX KITCHEN LIVING F -7A F-6 F-4 F-5 F -7A' F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 C-3 C-1 C-1 C-3 C-1 C-1 C-1 U72 B2 ENTRY HALL BATHROOM UTILITY BEDROOM MASTER BED WIC MASTER BATH KITCHEN LIVING F -7A F -7A F-5 F-6 F-4 F-4 F-4 F-5 F -7A' F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-2 B-2 C-3 C-3 C-3 C-1 C-1 C-1 C-1 ! C-3 C-1 C-1 U73 F ENTRY UTILITY KITCHEN WIC FLEX BATHROOM BEDROOM LIVING F -7A F-6 F -7A F-4 F-4 F-5 F-4 F -7A W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-1&3 B 1&2 W-1&3 B-1&2 C-3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U74 GC ENTRY UTILITY KITCHEN WIC FLEX BATHROOM BEDROOM LIVING F -7A' F-6 F -7A' F-4 F-4 F-5 F-4 F -7A' W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-3 B-2 W-1&3 B-1&2 W-1&3 B-1&2 -3 C-1 C-1 C-1 C-1 C-3 C-1 C-1 U75 H ENTRY HALL UTILITY BATHROOM MASTER BED BEDROOM KITCHEN LIVING F -7A F -7A F-6 F-5 F-4 F-4 F -7A F -7A W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-2 C-3 B-2 C-3 B-2 C-1 B-2 C-3 B-2 C-1 B-2 C-1 B-2 C-1 B-2 C-1 U76 I ENTRY HALL UTILITY MASTER BED WIC MASTER BATH BATHROOM BEDROOM KITCHEN LIVING F -7A F -7A F-6 F-4 F-4 F-5 F-5 F-4 F -7A' F -7A W-1&3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 W-3 B-1&2 C-3 B-2 C-3 B-2 C-1 B-2 C-1 B-2 C-1 B-3 C-3 B-2 C-3 B-2 C-1 B-2 C-1 B-2 C-1 A811 NOT TO SCALE A811 NOT TO SCALE NOTE 1. CLOSET FINISH SAME AS ADJACENT ROOM UNLESS OTHERWISE NOTED 2. 1/2" MDF BASE TRIM PAINTED BELOW WINDOW, SEE DETAIL SECTION 6-8/A521 3. 3/4" PINE WOOD TRIM JAMB EXTENSION WITH CLEAR FINISH TO MATCH WINDOW FRAME 4. 1/2" X 2 1/4" MDF CASING PAINTED AT INTERIOR UNIT DOOR FRAME FLOOR TYPE F-1 EXPOSED CONCRETE F-2 SEALED CONCRETE BASF KURE-N-SEAL F-3 LEVEL LOOP CARPET MOHAWK GROUP ESSENTIAL NEW BASIC II 7843 DESERT OASIS F-4 CUT PILE CARPET- TRAFFIC II 7 LB PADDING MOHAWK GROUP SPECTRUM V 30 7945 RUSHING RIVER F-5 LUXURY VINYL TILE - CHECKER BOARD ARMSTRONG NATURAL CREATIONS MYSTIX TP078 MOROCCO ANISE F-6 VINYL ENHANCED TILE JOHNSONITE AZROCK COLOR ESSENCE CE128 AXEL F -7A ENGINEERED HARDWOOD FLOATED BAROQUE BY GLOBAL DIRECT FLOORING CC -OC COLONIAL OAK HANDSCRAPED F -7B ENGINEERED HARDWOOD FLOATED BAROQUE BY GLOBAL DIRECT FLOORING CC -AM AMBER MAPLE HANDSCRAPED F-8 ALUMINUM CHECKER PLATE WALL TYPE W-1 CMU EXPOSED W-2 GYPSUM BOARD PAINTED W-3 GYPSUM BOARD PAINTED W-4 CMU EXPOSED PAINTED BASE TYPE B-1 CMU B-2 1/2" X 3 1/4" MDF TRIM PAINTED CEILING TYPE C-1 CONCRETE EXPOSED C-2 METAL DECK EXPOSED C-3 GYPSUM BOARD PAINTED OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: w CONSTRUCTION DOCUMENT N CO 0 .7 O N U U 2 X C!) z 0 THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV N O O N 0 FINISH SCHEDULE A811 CONSTRUCTION DOCUMENT REV CO N N 0 CO r O N A LEVEL 10 UNIT NUM WD HT D F H A R W10 1-B3 -- 7'-0" 7'-0' 7'-0" 7'-0" D-1 D-1 D-1 D-1 H-1 A-4 A-2 A-1 A-1 A-2 D10 1 3'-0" 7'-0' D-1 F-1 H-1 A-2 20 H-2 2 3'-0" 7'-0" D-1 F-1 H-4 A-2 90 D-4 3 2'-10" 7'-0" D-1 F-1 H-1 A-1 20 A.3 4 3'-0" 7'-0" D-1 F-1 H-1 A-1 90 H-4 5 3'-0" 7'-0" D-1 F-1 H-1 A-2 20 D-4 - '- 6 3' 0" 7" 0 - D 1 - F 1 - H 4 A-2 90 B2.1 7 3'-0" 7'-0" D-2 F-1 H-1 A-3 90 B2.3 8 (2) 3'-8" 7'-0" D-2 F1 H-1 A-7 90 6'-8" 9 3'-0" 7'-0" D-2 F-1 H-1 A-6 20 D1 B 1.1 3'-0" 6'-8' D-3 F-1 H-2 A-5 20 (2) 3'-0" B 1.2 2'-10" 6'-8" D-4 F-2 H-4 D-4 F-2 H-3 D-4 B1.3 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-3 H-6 F-3 H-6 B2.4 2 2-10D-4 6 8 B2.7 F3 H-6 D-4 F-2 H-3 3'-0" 6'-8" B1.5 2'-10" 6'-8" D-4 F-2 H-3 -- - - B1.6 (2) 3'-0" 6'-8" D-4 F-3 H-6 2'-10 6'-8' B1.7 2'-10" 6'-8" D-4 F-2 ! H-3 D23 C2.1 3'-0" B 1.8 -- - -- -- H-2 A-5 20 F-3 H-6 B1.9 2'-10" 6'-8" D-4 F-2 H-3 F-2 D12 C1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 -- C1.2 2'-10" 6'-8" D-4 F-2 H-4 20 F-2 C1.3 -- - -- - D-4 F-3 H-6 C1.4 (3) 2'-10 6'-8" D-4 F-3 H-6 6_- 8 D4 C1.5 (2) 3'-0" 6'-8" D-4 F-3 H-6 C2.6 2'-10„ C1.6 2'-10" 6'-8" D-4 F-2 H-3 H-6 D13 D.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 20 D.26 (3)2'-8" 8 D-4 F-3 H-6 H-6 E.3 2'-8" D.3 2'-10" 6'-8" D-4 F-2 H-3 H-3 6'-8' D-4 D.4 -- -- -- (2) 3'-0" 6-8" D-4 F-3 H-6 2'-10" D.5 " , ,, (3) 2' -10 6 8 D-4 F-3 H-6 F-3 D14 E.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 6'-8' E.2 2'-10" 6'-8" D-4 F-2 H-4 20 F-3 E.3 2'-10" 6'-8" D-4 F-2 H-4 E.4(3) 2'-10" 6'-8" D-4 F-3 H-6 H.4 2'-10" 6'-8" 3-0 6'8" (2)'"D -4F -3H-6 H-3 H-3 2'-10" 6'-8" D-4 F-2 H-3 _ 6 8 D15 H.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 6'-8" H.2 (2) 2.-8" 6'-8' D-4 F-3 H-6 F-2 2'-10" H.3 2'-10„ 6'-8" D-4 F-2 H-3 D26 H.1 H.4 2'-10" 6'-8" D-4 F-2 ! H-3 A-5 20 H.5 (3) 2'-6" 6-8' D-4 F-3 H-6 H-6 D-4 H.6 2'-4" , 6-8" D-4 F-2 H-4 F-2 H-3 H.7 2'-10" 6'-8. D-4 F-2 H-3 6'-8' D-4 H.8 2'-10" 6'-8" D-4 F-2 ! H-4 2'-10 6'-8' D16 1.1 3-0 6'-8' D-3 F-1 H-2 A-5 20 F-2 1.2 2'-8" 6'-8' D-4 F-2 H-4 D-4 F-3 H-6 1.3 (2) 2'- 0 6'-8' D-4 F-3 H-6 H-3 1.1 1.4 2'-10" 6'-8" D-4 F-2 H-3 H-4 1.2 1.5 2'-10" 6'-8" D-4 F-2 H-3 H-2 A-5 20 1.6 2'-10 6'-8' D-4 F-2 H-3 F-2 ' H-4 2'-10" 1.7 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-3 H-6 1.8 (2) 3'-0" 6'-8" D-4 F-3 H-6 2'-10" 6'-8" DOOR SCHEDULE LEVEL 20 UNIT NUM WD HT D F H A R D20 1 2 3 4 3'-0" 3'-0" 3'-0" 3'-0" 7'-0" 7'-0' 7'-0" 7'-0" D-1 D-1 D-1 D-1 F-1 F-1 F-1 F-1 H-4 H-1 H-4 H-4 A-2 A-1 A-1 A-2 90 20 20 90 D21 A.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 D-4 A.2 (2)2 -10 6'-8' D-4 F-3 H-6 D-4 F-2 H-3 A.3 2'-10" 6'-8" D-4 F-2 H-3 H-4 6'-8" D-3 A.4 2'-10" 6'-8' D-4 F-2 H-4 20 D-4 D22 B2.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 B2.3 B2.2 2'-10" 6'-8' D-4 F-2 H-4 2'-10" 6'-8" ._. 82.4 .....6'-8' B2.3 2'-10" 6'-8" D-4 F-2 H-3 B2.1 82.5 2'-10" B2.4 (2) 2.-10' 6'-8' D-4 F-3 H-6 (2) 3'-0" 6'-8" D-4 B2.5 2'-10" 6'-8' D-4 F-2 H-3 D-4 F-2 H-3 6'-8" B2.6D-4 (2)3'-0" 6 8 D-4 F-3 H-6 F-3 H-6 B2.4 B2.9 2'-10„ 6.-8' B2.7 2'-10 6'-8' D-4 F-2 H-3 3'-0" 6'-8" D-3 F-1 H-2 B2.8 -- -- - - F-2 H-4 (2) 3'-0" 6'-8" B2.9 2'-10 6'-8' D-4 F-2 H-3 2'-10" 6'-8" C2.4 D23 C2.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 F-3 H-6 C2.2 2'-10 6'-8' D-4 F-2 H-4 F-2 H-3 6'-8" D-3 C2.3 -- -- -- - -- A-5 20 F-2 C2.4 (3) 2'-10' 6'-8 D-4 F-3 H-6 - - D.3 C2.5 (2) 3-0 6_- 8 D4 F-3 H-6 D.4 -- -- F.6 C2.6 2'-10„ 6'-8' D-4 F-2 H-3 F-3 H-6 D24 D.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 E.2 D.2 (3)2-8 6'-8' D-4 F-3 H-6 E.3 2'-8" D-4 D.3 2'-10" 6'-8" D-4 F-2 H-3 6'-8' D-4 F-3 H-6 D.4 -- -- (2) 3'-0" 6-8" D-4 F-3 H-6 2'-10" 6'-8" D.5 (3) 2'-10. 6'-8' D-4 F-3 H-6 6'-8" D36 H.1 D25 ' E.1 3'-0" 6'-8' D-3 F-1 ' H-2 A-5 20 F-3 E.2 2'-10" 6'-8" D-4 F-2 H-4 F-2 H-3 E.3 E.3 H.4 2'-10" 6'-8" D-4 F-2 H-3 H-3 G.9 H.56'-8' E.4 2-1 (3) 0 _ 6 8 D-4- F 3 H 6 6'-8" D-3 H.6 2'-4" E.5 (2) 3'-0" 6'-8" D-4 F-3 H-6 H.7 2'-10" 6'-8" D-4 F-2 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-2 D26 H.1 3'-0" 6,_8" D-3 F-1 H-2 A-5 20 F-3 H.2 (2) 2.-8" 6'-8' D-4 F-3 H-6 D-4 1.3 (2) 2'-10" 6'-8' H.3 2'-10" 6'_8„ D-4 F-2 H-3 D-4 F-2 H-3 D-4 H.4 2'-10„ 6'-8' D-4 F-2 H-3 H-6 1.6 2'-10 6'-8' H.5 (3)-6"__ 2' 6'-8' D-4 F-3 6 H-6 2'-10" 6'-8" D-4 F-2 H.6 2'-4" 6'-8" D-4 F-2 H-4 D-4 F-3 H-6 2'-10" H.7 2'-10" 6'-8' D-4 F-2 H-3 1.1 3'-0" H.8 2'-10" 6,_8". D-4 F-2 H-4 1.2 D27 1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 6'-8" 1.2 2'-8" 6'-8' D-4 F-2 ' H-4 2'-10" 6'-8" D-4 1.3 (2) 2'-10' 6'-8" D-4 F-3 H-6 2'-10" 6'-8" D-4 1.4 2'-10" 6'-8" D-4 F-2 H-3 2'-10 6'-8' D-4 1.5 2'-10" 6'-8' D-4 F-2 H-3 6'-8" D-4 F-2 1.6 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-3 H-6 1.7 2'-10" 6-8" D-4 F-2 H-3 1.8 (2) 3'-0" 6'-8" D-4 F-3 H-6 LEVEL 30 UNIT NUM WD HT D F H A R D30 1 2 3 4 3'-0" 7'-0" 3'-0" 7'-0" 3'-0" 7'-0" 3'-0" 7'-0" D-1 D-1 D-1 D-1 F-1 F-1 F-1 F-1 H-4 H-1 H-4 H-4 A-2 A-1 A-1 A-2 90 20 20 90 D31 A.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 20 A.2 (2)2-10 6'-8' D-4 F-3 H-6 F-1 H-4 A-1 A.3 2'-10" 6'-8" D-4 F-2 H-3 D-1 F-1 A.4 2'-10" 6'-8" D-4 F-2 H-4 6'-8" D-3 D32 B2.1 3'-0" 6'-8' D-3 F-1 , H-2 A-5 20 D-4 B2.2 2'-10" 6'-8' D-4 F-2 H-4 6'-8" D-4 B2.3 2'-10" 6'-8" D-4 F-2 H-3 2'-10" 6'-8" ._. 82.4 .....6'-8' (2) 2'-1 „, 0 H-4 D-4 F-3 H-6 B2.1 82.5 2'-10" 6'-8' D-4 F-2 H-3 20 B2.6 (2) 3'-0" 6'-8" D-4 F-3 H-6 F-2 H-4 B2.7 2'-10" 6'-8" D-4 F-2 H-3 6'-8" B2.8 -- -- - D-4 F-3 H-6 B2.6(2) 3'-0" B2.4 B2.9 2'-10„ 6.-8' D-4 F-2 H-3 6'_8" D33 C2.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 C2.2 2'-10" 6'-8" D-4 F-2 H-4 (2) 3'-0" 6'-8" C2.3 -- -- -- - - B2.7 2'-10" 6'-8" C2.4 2'-1 ", ,_ (3)) 0 6 8 D-4 F-3 H-6 -- - C2.5 (2) 3'-0" 6'-8' ' " D-4 F-3 H-6 6.-8' D-4 C2.6 2'-10" 6'-8" D-4 F-2 H-3 6'-8" D-3 D34 D.1 3'" 0 '6'-8" D-3 F1 H-2 A-5 20 F-2 D.2 (3)2'-8" 6'-8' D-4 F-3 H-6 -- - - D.3 2'-10" 6'-8" D-4 F-2 H-3 6'-8. D-4 D.4 -- -- F.6 -- C2.5() 2)3'-0" 6'-8" D.5 " '_ „ (3) 2'- 10 6 8 D-4 F-3 H-6 2'-0" C2.6 D35 E.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 E.2 2'-10" 6'-8" D-4 F-2 H-4 20 6'-8" E.3 2'-8" D-4 F-3 H-6 3'-0" 6'-8' E.4 (3) 2'-10' 6'-8' D-4 F-3 H-6 (2) 2'-10" 6'-8' E.5 (2) 3'-0" 6-8" D-4 F-3 H-6 2'-10" 6'-8" D-4 2'-10" 6'-8" D-4 F-2 H-3 H-6 6'-8" D36 H.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 H.2 (2) 2.-8" 6'-8' D-4 F-3 H-6 6'-8" D-4 H.3 2'-10" 6'-8" D-4 F-2 H-3 E.3 H-4 H.4 2'-10" 6'-8" D-4 F-2 H-3 H-3 G.9 H.56'-8' (3)2,-6" D-4 D-4 F-3 H-6 3'-0" 6'-8" D-3 H.6 2'-4" 6'-8" D-4 F-2 H-4 F-3 H-6 H.7 2'-10" 6'-8" D-4 F-2 H-3 H-3 F-2 H.8 2'-10" 6'-8" D-4 F-2 H-4 F-1 H-2 A-5 D37 1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 F-3 1.2 2'-8" 6.-8' D-4 F-2 H-4 2'-10" 6'-8" D-4 1.3 (2) 2'-10" 6'-8' D-4 F-3 H-6 H.4 2'-10" 1.4 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-2 1.5 2'-10" 6'-8" D-4 F-2 H-3 F-3 H-6 1.6 2'-10 6'-8' D-4 F-2 H-3 D-4 F-2 1.7 2'-10" 6'-8" D-4 F-2 H-3 6.-8. D-4 F-2 1.8 (2) 3'-0" 6'-8" D-4 F-3 H-6 2'-10" 6'-8" LEVEL 40 UNIT NUM WD HT D F H A R D40 1 3'-0" 7'-0" D-1 F-1 H-4 A-2 90 7'-0" D-1 2 3'-0" 7'-0" D-2 F-1 H-1 A-3 20 H-4 3 3,_0" 7'-0" D-1 F-1 H-4 A-1 20 A-2 4 3'-0" 7'-0" D-1 F-1 H-4 ' A-2 90 D41 A.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 A.3 A.2 (2) 2'-10 6.-8' D-4 F-3 H-6 2'-10" 6'-8" D-4 A.3 2'-10" 6'-8" D-4 F-2 H-3 6'-8" D-3 F-1 H-2 A.4 2'-10" 6'-8" D-4 F-2 H-4 F-2 H-4 D42 B2.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 - F.7 2'-O" 6'-8' B2.2 2'-10" 6'-8' D-4 F-2 H-4 F-3 H-6 F.9 2'-10" 6'-8" D-4 F-2 H-3 82.3 2'-10" 6'-8" D-4 F-2 H-3 H-3 D-4 F-3 H-6 B2.6(2) 3'-0" B2.4 (2) 2'-10" . 6'-8' D-4 _ F-3 H-6 2'-10" 6'_8" D-4 82.5 2'-10" 6'-8' D-4 F-2 H-3 -- - G.7 2'-0" 6'-8„ B2.6 (2) 3'-0" 6'-8" D-4 F-3 H-6 2'-10 6-8" D-4 B2.7 2'-10" 6'-8" D-4 F-2 H-3 D53 82.8 -- - D-3 - -- H-2 82.9 2'-10" 6.-8' D-4 F-2 H-3 6'-8" D43 C2.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 6'-8" C2.2 2'-10" 6'-8" D-4 F-2 H-4 F.4 2'-10" C2.3 -- -- - - -- F.5 2'-10" C2.4 (3) 2'-10" 6'-8. D-4 F-3 H-6 F.6 -- C2.5() 2)3'-0" 6'-8" D-4 F-3 H-6 20 F.7 2'-0" C2.6 2'-10" 6'-8" D-4 F-2 H-3 F.8 2'-10„ D44 D.1 - 3'-0" 6'8 D 3 - F 1 H-2 ' A-5 20 6'-8" D.2(3)6'-8' 2'-8" D-4 F-3 H-6 3'-0" 6'-8' D.3 2'-10" 6'-8" D-4 F-2 H-3 (2) 2'-10" 6'-8' D-4 D.4 -- -- G.3 2'-10" 6'-8" D-4 F-2 D.5(3) 2'-10" 6'-8" D-4 F-3 H-6 6'-8" D-4 D45 E.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 G.6 E.2 2'-10" 6'-8" D-4 F-2 H-4 2'-0" 6'_8„ D-4 E.3 H-4 G.8 2'-10" 6'-8" D-4 F-2 H-3 G.9 2'-10" (3)2'-10"F-3 6 8 D-4 F-2 H6 D55 H.1 3'-0" 6'-8" D-3 E.5 (2) 3'-0" 6'-8" D-4 F-3 H-6 6'-8' D-4 F-3 H-6 2'-10" 6'-8" D-4 F-2 H-3 H-3 F-2 D46 H.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 (3) 2'-6" H.2 (2) 2'-8"6'-8' F-3 D-4 F-3 H-6 2'-4" 6-8' H.3 2'-10" 6'-8" D-4 F-2 H-3 6'-8" D-4 H.4 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-2 H.5 (3) 2'-6" 6'-8" D-4 F-3 H-6 F-1 H-2 A-5 H.6 2'-4" 6'-8" D-4 F-2 H-4 H-4 D76 H.7 2'-10 6.-8. D-4 F-2 H-3 H-6 H.8 2'-10" 6'-8" D-4 F-2 H-4 D47 1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 1.2 2'-8" 6'-8" D-4 F-2 H-4 F-2 H-3 1.3 (2) 2'-10" 6'-8" D-4 F-3 H-6 F-2 H-3 1.4 2'-10" 6'-8" D-4 F-2 H-3 H-6 1.7 L5 2'-10" 6'-8" D-4 F-2 H-3 1.8( 2) 3'-0" 1.6 2'-10 6'-8' D-4 F-2 H-3 1.7 2'-10" 6'-8" D-4 F-2 H-3 1.8 (2) 3'-0" 6'-8' D-4 F-3 H-6 LEVEL 50 UNIT NUM WD HT D F H A R D50 1 3'-0" 7'-0" D-1 F-1 H-4 A-2 90 2 3'-0" 7'-0" D-1 F-1 H-1 A-1 20 3 3'-0" 7'-0" D-1 F-1 H-4 A-1 20 4 3'-0" 7'-0" D-1 F-1 H-4 A-2 90 D51 A.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 A.2 (2) 2'-10" 6'-8" D-4 F-3 H-6 , D-4 F-2 H-3 A.4 A.3 2'-10" 6'-8" D-4 F-2 H-3 A.4 2'-10" 6'-8" D-4 F-2 H-4 D63 D52 B2.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 F.3 2'-10" 6'-8" D-4 F-2 H-4 B2.2 2'-10" 6'-8' D-4 F-2 H-4 F.5 2'-10" 6'-8" D-4 F-2 H-3 B2.4 82.3 2'-10" 6'-8" D-4 F-2 H-3 - F.7 2'-O" 6'-8' , D-4 4 F-2 H-4 2'-10" 3'-0" (2)D-4 82.4 (2) 2'-10" 6'-8" D-4 F-3 H-6 F.9 2'-10" 6'-8" D-4 F-2 H-3 2'-10" 82.5 2'-10" 6'-8' , D-4 F-2 H-3 D-4 F-3 H-6 B2.6(2) 3'-0" 6'-8' D-4 F-3 H-6 -- B2.7 2'-10" 6'_8" D-4 F-2 H-3 H-3 G.6 82.8 -- - G.7 2'-0" 6'-8„ - -- G.8 2'-10" 6'-8" 82.9 2'-10 6-8" D-4 F-2 H-3 F.3 D53 F.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 H.4 2'-10„ 6'-8' F.2 (2) 2'-10" 6'-8" D-4 F-3 H-6 H.8 2'-10" 6'-8" D-4 F-2 H-4 D66 1.1 3'-0" 6'-8" F.3 2'-10" 6'-8" D-4 F-2 H-4 F.7 2'-0" F.4 2'-10" 6'-8" D-4 F-2 H-4 D-4 F-2 H-3 6'-8" D-4 F-2 F.5 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-2 H-3 H-3 D74 F.6 -- -- D-3 1.8 (2) 3'-0" 6'-8' D-4 F-3 H-6 A-5 20 F.7 2'-0" 6'-8" D-4 F-2 H-4 F-3 H-6 F.8 2'-10„ 6'-8' D-4 F-2 H-3 D-4 F.9 2'-10" 6'-8" D-4 F-2 H-3 2'-10" D54 G.1 3'-0" 6'-8' D-3 F-1 H-2 A-5 20 G.2 (2) 2'-10" 6'-8' D-4 F-3 H-6 G.3 2'-10" 6'-8" D-4 F-2 H-4 G.4 2'-10" 6'-8" D-4 F-2 H-4 G.5 2'-10" 6'-8" D-4 F-2 H-3 G.6 G.8 2'-10" 6'-8" D-4 F-2 G.7 2'-0" 6'_8„ D-4 F-2 H-4 G.8 2'-10" 6'-8" D-4 F-2 H-3 G.9 2'-10" 6'-8" D-4 F-2 H-3 D55 H.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 H.2 (2) 2'-8" 6'-8' D-4 F-3 H-6 H.3 2'-10" 6'-8" D-4 F-2 H-3 F-2 H.4 2'-10" 6'-8' D-4 F-2 H-3 6'-8' H.5 (3) 2'-6" 6'-8" D-4 F-3 H-6 H.5 H.6 2'-4" 6-8' D-4 F-2 H-4 H.7 2'-10" 6'-8" D-4 F-2 H-3 H-4 H.8 2'-10" 6'-8" D-4 F-2 H-4 D-4 U56 1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 1.2 2'-8" 6'-8" D-4 F-2 H-4 D76 1.1 1.3 (2) 2'-10" 6'-8' D-4 F-3 H-6 1.2 1.4 2'-10" 6'-8" D-4 F-2 H-3 1.3 L5 2'-10" 6'-8' D-4 F-2 H-3 1.4 2'-10" 1.6 2'-10" 6'-8' D-4 F-2 H-3 1.5 2'-10 6'-8' 1.7 2'-10" 6'-8" D-4 F-2 H-3 1.6 2'-10 1.8 (2) 3'-0" 6'-8' D-4 F-3 H-6 LEVEL 60 UNIT NUM WD HT D F H A R D60 1 3'-0" 7'-0" 2 3'-0" 7'-0" 3 3'-0" 7'-0" 4 3'-0" 7'-0" D-1 F-1 H-4 D-1 F-1 H-1 D-1 F-1 H-4 D-1 F-1 H-4 A-2 A-1 A-1 A-2 90 20 20 90 D61 A.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 A.2 (2) 2'- 10 6'-8. D-4 F-3 H-6 D-1 D-1 D-1 D-1 A.3 2'-10" 6'-8" D-4 F-2 H-3 H-4 H-1 H-4 H-4 A.4 2'-10" 6'-8" D-4 F-2 H-4 90 20 20 90 D62 B2.1 3'-0" 6'-8' D-3 F-1 H-2 ' A-5 20 D-6 , B2.2 2'-10" 6'-8' D-4 F-2 H-4 -- A-8 20 82.3 2'-10" 6'-8" D-4 F-2 H-3 6'_8„ D-3 F-1 B2.4 (2) 2'-10" 6'-8" D-4 F-3.. H-6 A.2 (2) 2'- 10 6'-8" 82.5 2'-10" 6'-8" D-4 F-2 H-3 H-6 A.3 B2.6 (2) 3'-0" 6'-8" D-4 F-3 H-6 6'-8" D-4 F-2 B2.7 2'-10 6'-8' , D-4 F-2 H-3 A.4 2'-10" 6.-8" 82.8 -- - - -- H-4 D72 82.9 2'-10 6'-8' D-4 F-2 H-3 6'-8" ', D-3 D63 F.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 2'-10" F.2 (2)2-1068 D-4 F-3 H-6 D-4 F-2 H-4 F.3 2'-10" 6'-8" D-4 F-2 H-4 82.3 2'-10" F.4 2'-10" 6'-8" D-4 F-2 H-4 D-4 F-2 F.5 2'-10" 6'-8" D-4 F-2 H-3 B2.4 (2) 2'-10" F.6 -- -- D-4 F-3 H-6 - F.7 2'-O" 6'-8' , D-4 4 F-2 H-4 2'-10" 3'-0" (2)D-4 6'-8' 6 8 F.8 2'-10" 6'-8" D-4 F-2 H-3 H-3 H-6 F.9 2'-10" 6'-8" D-4 F-2 H-3 2'-10" D64 G.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 G.2 (2) 2'- 0 6'-8' D-4 F-3 H-6 -- - G.3 2'-10" 6'-8" D-4 F-2 H-4 -- G.4 2.-10" 6'-8' D-4 F-2 H-4 6'-8' G.5 2'-10" 6'-8" D-4 F-2 H-3 H-3 G.6 F.1 3'-0" 6'-8" D-3 G.7 2'-0" 6'-8„ D-4 F-2 H-4 20 G.8 2'-10" 6'-8" D-4 F-2 H-3 D-4 F-3 G.9 2'-10" 6'-8" D-4 F-2 H-3 F.3 D65 H.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 H.2 (2) 2'-8" 6'-8' D-4 F-3 H-6 H.3 2'-10" 6'_8„ D-4 F-2 H-3 6-8" D-4 H.4 2'-10„ 6'-8' D-4 F-2 H-3 H.5 (3) 2'-6" 6'-8" D-4 F-3 H-6 H.6 2'-4" 6-8' D-4 F-2 H-4 H.7 2'-10 6'-8' D-4 F-2 H-3 H.8 2'-10" 6'-8" D-4 F-2 H-4 D66 1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 -- 1.2 2'-8" 6'-8" D-4 F-2 H-4 F.7 2'-0" 1.3 (2) 2'- 0 6'-8' D-4 F-3 H-6 H-4 1.4 2'-10" 6'_8,. D-4 F-2 H-3 6'-8" D-4 F-2 1.5 2'-10" 6'-8" D-4 F-2 H-3 F.9 2'-10" 1.6 2'-10" 6'-8" D-4 F-2 H-3 H-3 D74 1.7 2'-10" 6'-8. D-4 F-2 H-3 6'-8" D-3 1.8 (2) 3'-0" 6'-8' D-4 F-3 H-6 A-5 20 LEVEL 70 UNIT NUM WD HT D F H A R D70 1 2 3 4 3'-0" 3'-0" 3'_0" 3'-0" 7,_0„ 7'-0" 7'_0" 7'-0" D-1 D-1 D-1 D-1 F-1 F-1 F-1 F-1 H-4 H-1 H-4 H-4 A-2 A-1 A-1 A-2 90 20 20 90 D80 1 4'-0" 4'-0" D-6 -- -- A-8 20 D71 A.1 3'-0" 6'_8„ D-3 F-1 H-2 A-5 20 A.2 (2) 2'- 10 6'-8" D-4 F-3 H-6 A.3 2'-10" 6'-8" D-4 F-2 H-3 A.4 2'-10" 6.-8" D-4 F-2 H-4 D72 B2.1 3'-0" 6'-8" ', D-3 F-1 H-2 ' A-5 ', 20 B2.2 2'-10" 6'-8' D-4 F-2 H-4 82.3 2'-10" 6,_8„ D-4 F-2 H-3 B2.4 (2) 2'-10" 6'-8' D-4 F-3 H-6 82.5 B2.6 2'-10" 3'-0" (2)D-4 6'-8' 6 8 , , D-4 F-2 F-3 H-3 H-6 B2.7 2'-10" 6'-8" D-4 F-2 H-3 82.8 -- - -- - -- B2.9 2'-10 6'-8' D-4 F-2 H-3 D73 F.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 F.26'-8' (2)2'- 10 D-4 F-3 H-6 F.3 2'-10" 6'-8" D-4 F-2 H-4 F.4 2'-10" 6-8" D-4 F-2 H-4 F.5 2'-10" 6'-8" D-4 F-2 H-3 F.6 -- -- F.7 2'-0" 6'-8" D-4 F-2 H-4 F.8 2'-10" 6'-8" D-4 F-2 H-3 F.9 2'-10" 6'-8" D-4 F-2 H-3 D74 G.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 G.2 (2) 2'-10" 6'-8" D-4 F-3 H-6 G.3 2'-10" 6'-8" D-4 F-2 H-4 G.4 2'-10" 6'-8" D-4 F-2 H-4 G.5 2'-10" 6'-8" D-4 F-2 H-3 G.6 G.7 2'-0" 6'-8„ D-4 F-2 H-4 G.8 2'-10" 6'-8" D-4 F-2 H-3 G.9 2'-10" 6'-8" D-4 F-2 H-3 D75 H.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 H.2 (2) 2'-8" 6'-8" D-4 F-3 H-6 H.3 2'-10" 6'_8„ D-4 F-2 H-3 H.4 2'-10 6'-8' D-4 F-2 H-3 H.5 (3) 2'-6" 6'-8" D-4 F-3 H-6 H.6 2'-4" 6'-8" D-4 F-2 H-4 H.7 2'-10.. 6'-8' D-4 F-2 H-3 H.8 2'-10" 6'-8" D-4 F-2 H-4 D76 1.1 3'-0" 6'-8" D-3 F-1 H-2 A-5 20 1.2 2'-8" 6'-8" D-4 F-2 H-4 1.3 2'-10" (2)D-4 6'- 8„ F-3 H-6 1.4 2'-10" 6'-8" D-4 F-2 H-3 1.5 2'-10 6'-8' D-4 F-2 H-3 1.6 2'-10 6'-8' D-4 F-2 H-3 1.7 2'-10" 6'-8" D-4 F-2 H-3 1.8( 2) 3'-0" 6'-8" D-4 F-3 H-6 A801 / NOT TO SCALE NOTE 1. HARDWARE AT ALL EGRESS DOORS TO MAINTAIN EGRESS CAPABILITY AT ALL TIMES FROM THE SIDE WHICH EGRESS IS TO BE MADE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT 2. ALL ELECTRONIC EGRESS LOCK SYSTEMS SHALL HAVE EMERGENCY SYSTEM RELEASE 3. SUPPLIER SHALL REVIEW HARDWARE PACKAGE WITH ARCHITECT FOR PRELIMINARY APPROVAL THEN PREPARE AND SUBMIT SHOP DRAWINGS AND SUBMITTALS 4. WHERE ELECTRONIC HARDWARE IS REQUIRED, THE HARDWARE SUPPLIER SHALL PROVIDE WIRING DIAGRAMS AND CO-ORDINATE WITH ELECTRICAL SYSTEM DESIGNER AND CONTRACTOR ON SYSTEM REQUIREMENTS AND INSTALLATION THEN VERIFY INSTALLATION AND OPERATION UPON COMPLETION 5. WHERE FIRE RATED OPENINGS ARE REQUIRED THE SUPPLIER SHALL PROVIDE HARDWARE THAT COMPLIES WITH NFPA, ONLY HARDWARE TESTED AND LISTED BY UNDERWRITERS LABORATORIES, WARHOCK HERSEY, FACTORY MUTUAL, OR OTHER RECOGNIZED TESTING AND INSPECTING AGENCIES SHALL BE USED IN MANNER IDENTICAL TO PRODUCT TEST REQUIREMENTS 6. PROVIDE WALL STOPS FOR ALL DOORS 7. PROVIDE 5/8" X 2 1/4" MDF CASING PAINTED AT ALL UNIT INTERIOR WOOD FRAMES ABBREVIATION A ACCESSORY FB FLUSH BOLT DB DEAD BOLT PB PANIC BAR DV DOOR VIEWER PC PARTICLE CORE EO EXIT ONLY R FIRE RATING H HARDWARE SS SMOKE SEAL HC HOLLOW CORE TE TELEPHONE ENTRY HM HOLLOW METAL TH THRESHOLD HO HOLD OPENER WS WEATHER STRIP F FRAME DOOR TYPE D-1 HM HONEYCOMB FLUSH DOOR PAINTED D-2 HM POLYSTYRENE FLUSH DOOR PAINTED D-3 PC FLUSH DOOR VENEER SEALED D-4 HC FLUSH DOOR PAINTED D-5 NOT USED D-6 GALVANIZED ROOF HATCH (INSULATED) FRAME TYPE F-1 HM FRAME PAINTED F-2 WD FRAME PAINTED F-3 NO FRAME (DRYWALL WRAP) HARDWARE TYPE H-1 STOREROOM H-2 CLASSROOM (UNIT ENTRY) H-3 PRIVACY H-4 PASSAGE H-5 NOT USED H-6 BYPASS ACCESSORY TYPE A-1 CLOSER A-2 CLOSER, PB A-3 CLOSER, CARD READER, PB, TH, WS A-4 CLOSER, CARD READER, PB, TE, TH, WS A-5 CLOSER, DB, DV, SS A-6 CLOSER, EO, PB, TH, WS A-7 CLOSER, HO, WS, FB (TOP & BOTTOM) A-8 KEYED INTERIOR ACCESS DEADBOLT OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 513 942-3141 GENERAL CONTRACTOR T RNB LL-WAHLERT U U CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: v U J CO J _ w CONSTRUCTION DOCUMENT N c� 0 0 N CONSTRUCTION DOCUMENT REV N 0 0 N N U U 2 X co z 0 THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV N 0 rn 0 0 N DOOR SCHEDULE A801 4'-3 1/2" IT 4'-7 1/4" 3'-10 7/8" 3'-10 7/8" 4'-2 1/4" S5 S4 L- L WINDOW TYPE S \71J 1/4" = J S1 4'-3 1/2" 4'-10 3/4" V2 i i V1 (2) W15.2, W16.2 WINDOW TYPE T 1/4" = 1-0" WINDOWTYPEV (1) 1/4" = 1-0" W15.3 WINDOW TYPE W 1/4" = 1-0" WINDOW TYPE Y 1/4" = 4'-3 3/8" 4'-3 3/8" Y8 L - - - L Y7 (6) W26.3, W36.3, W46.3 W55.3, W65.3, W75.3 (2) W26.2, W27.2 WINDOW TYPE U 1/4" = 6� WINDOW TYPE X A714_. 1/4" = (10) W36.2, W46.2, W55.2, W65.2, W75.2 W37.2, W47.2, W56.2, W66.2, W76.2 (1) W16.1 (6) W27.1, W37.1, W47.1 W56.1, W66.1, W76.1 WINDOW TYPE Z 1/4" = 1'-0" (6) W27.3, W37.3, W47.3 W56.3, W66.3, W763 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV U 2 X co z 0 H- U- 0 J CONSTRUCTION DOCUMENT REV THACA NY 217 SOUTH CAYUGA STR w F- z w 2 0 0 0 z 0 H 0 H z 0 0 CONSTRUCTION DOCUMENT REV M N- O N N N c--- C.-c.,3N M O 0 0 L0 Ln L0 L0 O O O O N N N N BLIND SCHEDULE WINDOW TYPE I 1/4" = 1'-0" (1) W12.1 WINDOW TYPE J 1/4" = 1-0" (3) 3 WINDOW TYPE K W23.1, W33.1, W43.1 A713 1/4" = (1) W13.1 WINDOW TYPE L 1/4" = 1'-0" (3) W24.1, W34.1, W44.1 WINDOW TYPE M 1/4" = 1'-0" WINDOW TYPE P 1/4" = 1'-0" 3'-10 7/8" 3'-10 7/8" (1) W14.1 4'-8 1/4" WINDOW TYPE N 1/4" = 1-0" 3'-6 5/8" 4'-3 1/2" 3'-6 5/8" P3 P2 P1 _ ;71- (3) (TYPE 0 W25.1, W35.1, W45.1 (3) 1/4" = 1'-0" 4'-7 1/8" 1 4'-7 1/8" 4'-3 1/2" 4'-6 3/4" Q5 Q4 f'! Q1 ��--- L_— L_— J (3) ( WINDOW TYPE Q W54.1, W64.1, W74.1 W53.1, W63.1, W73.1 (1) 1/4" = 1'-0" W15.1 WINDOW TYPE R 1/4" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV U Lo J co J � U 2 X z 0 H- U- 0 J ON DOCUMENT REV CONSTRUC THACA NY 217 SOUTH CAYUGA STR w I- z w 2 0 0 0 z 0 H 0 I- H z 0 0 CONSTRUCTION DOCUMENT REV N N N M O O 0 0 L0 Ln L0 L0 O O O O N N N N BLIND SCHEDULE W26.1, W36.1, W46.1 W55.1, W65.1, W75.1 4'-2 3/4" Al L - J m C, WINDOW TYPE A (6) \713/ 1/4" = 1'-0" W21.1, W31.1, W41.1 W51.1, W61.1, W71.1 WINDOW TYPE E 1/4" = 1'-0" WINDOW TYPE B 1/4" = 1-0" (0) W10.1 3'-9 1/2" 3'-10 7/8" 3'-10 7/8" 3'-9 1/2" C4 WINDOW TYPE C 1/4" = 1'-0" (6) W21.2, W31.2, W41.2 W51.2, W61.2, W71.2 3'-5 1/8" 4'-3 1/2" 3'-5 1/8" D3 WINDOW TYPE D 1/4" = 1'-0" D2 4'-3 1/8" 4'-3 1/2" 4'-3 1/8" IJ G8 G7 G6 L___L- _ L _ 4'-13/8"ft 4'-31/2" 4'-1 3/8" 4'-1 3/8" 4'-1 3/8" G5 G4 II II II' G3 G2 G1 (l) 6� WINDOW TYPE F W22.1 A713 1/4" = 1'-0" WINDOW TYPE G (1) 1/4" = 1'-0" W11.2 D (5) W32.1, W42.1, W52.1 W62.1, W72.1 WINDOW TYPE H 1/4" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV U 2 X z 0 H- U- 0 J ON DOCUMENT REV THACA NY 217 SOUTH CAYUGA STR w I- z w 2 0 0 0 z 0 0 0 I- U) Z Z 00 ce)N N N N O O O LO LO O O O N N N BLIND SCHEDULE CONSTRUCTION DOCUMENT REV W22.2, W32.2, W42.2 W52.2, W62.2, W72.2 LEVEL 10 UNIT TP WD HT W21.1 4 Al 4'-23/" 9'-6 1/4" W21.2 W10.1 9'-6 1/4" 1/4 1/4" C2 3'-10 7/8 W11.1 D1 3'-5 1/8" 2'-3 1/2" C3 3'-10 7/8' 9'-7 5/8'. D2 4'-3 1/2" 2'-3 1/2" 9'-6 1/4' W22.1 D3 3'-5 1/8" 2'-3 1/2" 1/4" 1/4" W11.2 G 1 4'-1 "� 3/8 7'-614.. / 1/4 , 1/4' G2 4'-1 3/8" 7'-6 1/4" 9'-6 1/4" G3 4'-1 3/8" 7'-6 1/4" 9'-6 1/4' G4 4'-3 1/2" 7'-6 1/4" 5/8" F5 G5 4'-1 3/8" 7'-6 1/4" F5 E7 3'-7 3/4" G6 4'-3 3/8" 7'-6 1/4" H1 4'-1 3/8" G7 4'-3 1/2" 7'-6 1/4" 1/4" F6 3'-10 7/8" G8 4'-3 3/8" 7'-6 1/4" 1/4" W12.1 11 3'-10 7/8" 10,-1 5/8" 4'-1 3/8" 9'-6 1/4" 12 3'-10 7/8" 10,-1 5/8" H4 4'-3 1/2" 9'-6 13 3'-9 7/8" 7'-6 1/4" 4'-3 1/2" H5 4'-1 3/8" 14 3'-9 7/8" 7'-6 1/4" 4'-1 3/8" 9'-6 W13.1 K1 4'-2 1/2" 7'-6 1/4" 4'-3 3/8" 9'-6 1/4" K2 3'-10 7/8" 10,-1 5/8" 1/4" 9'-6 1/4" K3 3'-10 7/8 " 10,-1 5/8" 1/4' W23.1 J1 3'-10 7/8'' K4 4'-2 1/2" 7'-6 1/4" J2 3'-10 7/8" 9'-7 W14.1 M1 3'-9 7/8" 7'-6 1/4" 1/4" 9'-7 J4 3'-9 7/8" M2 3'-9 7/8" 7'-6 1/4" L1 4'-2 1/2" 9'-6 1/4" M3 3'-10 7/8" 10,-1 5/8" 5/8 " 9'-6 L3 3'-10 7/8 M4 " 3'-10 7/8'. 10,-1 5/8" L4 4'-2 1/2" 9'-6 W15.1 Q1 4'-6 3/4" 7'-6 1/4" 1/4" 9'-7 5/8 " Q2 4'-3 1/2" 7'-6 1/4" 3'-10 7/8 9'-7 N3 3'-10 7/8" Q3 4'-7 1/8" 7'-6 1/4" 4'-2 1/2" N4 3'-10 7/8" 9'-7 Q4 4'-7 1/8" 7'-6 1/4" R1 4'-6 3/4" 9'-6 W15.2 S1 4'-2 1/4" 7'-6 1/4" 1/4" 9'-6 R3 4'-7 1/8" S2 3'-10 7/8" 10,-1 5/8" R4 4'-7 1/8" 9'-6 1/4" S3 3'-10 7/8" 10'-1 5/8" 1/4" 9 '-7 5/8" S4 4'-7 1/4" 7'-6 1/4" 4'-6 3/4" 9'-6 T3 3'-10 7/8" S5 4'-3 1/2" 7'-6 1/4" 4'-3 1/2" T4 4'-7 1/4" W15.3 V1 4'-10 3/4" 7'-6 1/4" 9'-6 1/4" W26.3 V2 4'-3 1/2" 7'-6 1/4" 4'-7 1/8" W2 4'-3 1/2" W16.1 X1 3'-11 5/8" 7'-6 1/4" 9'-6 1/4" X2 4'-3 1/2" 7'-6 1/4" Y2 4'-3 1/2" X3 3'-11 5/8„ 7'-6 1/4 10,-1 1/2" X4 4'-3 3/8" 7'-6 1/4" 1/4" 1/4" X5 4'-3 1/2" 7'-6 1/4" 4'-3 3/8" 9'-6 X6 4'-3 3/8" 7'-6 1/4" 4'-10 3/4" Y5 X7 4'-3 3/8" 7'-6 1/4 W2 4'-3 1/2" X8 4'-3 3/8" 7'-6 1/4" 9'-6 W16.2 S1 4'-2 1/4" 7'-6 1/4" Y7 4'-3 3/8" 9'-6 1/4" S2 3'-10 7/8" 10'-1 5/8" Y8 4'-3 3/8" 9'-6 1/4 S3 3'-10 7/8" 10,-1 5/8" T1 4'-2 1/4" 9'-6 S4 4'-7 1/4" 7'-6 1/4" 3'-10 7/8' 9'-7 5/8" S5 4'-3 1/2" 7'-6 1/4" 9'-7 5/8" Y7 4'-3 3/8" 9'-6 WINDOW SCHEDULE LEVEL 20 UNIT TP WD HT W51.1 W21.1 4 Al 4'-23/" 9'-6 1/4" W21.2 Cl 3'-9 1/2" 9'-6 1/4" 1/4 1/4" C2 3'-10 7/8 9'-7 5/8 „ 5/8" 3'-10 7/8" C3 3'-10 7/8' 9'-7 5/8'. 5!8" 9'-7 5/8" C4 3'-9 1/2" 9'-6 1/4' W22.1 E 1 3'-5 1/8" 9'-6 1/4" 1/4" 9'-6 E2 4'-3 1/2" 9'-6 1/4 , 1/4' 3'-5 1/8" E3 3'-5 1/8" 9'-6 1/4" 1/4" F2 E4 3'-9 3/4" 9'-6 1/4' 9'-6 E5 3'-10 7/8', 9'-7 5/8" F5 E6 3'-10 7/8" 9'-7 5/8" F5 E7 3'-7 3/4" 9'-6 1/4" W22.2 H1 4'-1 3/8" 9'-6 1/4" 9'-6 1/4" F6 3'-10 7/8" H2 4'-1 3/8" 9'-6 1/4" 1/4" 1/4" W42.2 H3 4'-1 3/8" 9'-6 1/4" H2 H3 H4 4'-3 1/2" 9'-6 1/4' 4'-1 3/8" H4 4'-3 1/2" H5 4'-1 3/8" 9'-6 1/4" H5 4'-1 3/8" 9'-6 H6 4'-3 3/8" 9'-6 1/4" 4'-3 3/8" 9'-6 1/4" H7 4'-3 1/2" 9'-6 1/4" 9'-6 1/4" H8 4'-3 3/8" 9'-6 1/4' W23.1 J1 3'-10 7/8'' 9'-7 5/8" J1 J2 3'-10 7/8" 9'-7 5/8" W43.1 J3 3'-9 7/8" 9'-6 1/4" 9'-7 J4 3'-9 7/8" 9'-6 1/4' W24.1 L1 4'-2 1/2" 9'-6 1/4" 9'-6 L2 3'-10 7/8 " 9'-7 5/8 " 9'-6 L3 3'-10 7/8 9'-7 5/8" L 1 L4 4'-2 1/2" 9'-6 1/4' W25.1 N1 3'-9 7/8" 9'-6 1/4" 9'-7 5/8 " N2 3'-9 7/8" 9'-6 1/4" 3'-10 7/8 9'-7 N3 3'-10 7/8" 9'-7 5/8" L4 4'-2 1/2" N4 3'-10 7/8" 9'-7 5/8., W35.1 W26.1 R1 4'-6 3/4" 9'-6 1/4'. W45.1 R2 4'-3 1/2" 9'-6 1/4" 9'-6 R3 4'-7 1/8" 9'-6 1/4 N3 R4 4'-7 1/8" 9'-6 1/4" W26.2 T1 4'-2 1/4" 9'-6 1/4" 9 '-7 5/8" T2 3'-10 7/8„ 9'-7 5/8" 4'-6 3/4" 9'-6 T3 3'-10 7/8" 9'-7 5/8" R2 4'-3 1/2" T4 4'-7 1/4" 9'-6 1/4' 4'-7 1/8" T5 4'-3 1/2" 9'-6 1/4" W26.3 W1 4'-10 3/4" 9'-6 1/4" 4'-7 1/8" W2 4'-3 1/2" 9'-6 1/4' W27.1 Y1 3'-11 5/8' 9'-6 1/4" U3 3-107/8 U2 3'-10 7/8" U2 3'-10 7/8" Y2 4'-3 1/2" 9'-6 1/4" U3 3'-10 7/8" 10,-1 1/2" Y3 3'-11 5/8" 9'-6 1/4" 1/4" W1 U5 4'-3 1/2" Y4 4'-3 3/8" 9'-6 1/4 W36.3 W1 4'-10 3/4" Y5 4'-3 1/2" 9'-6 1/4" W2 4'-3 1/2" 9'-6 Y6 4'-3 3/8" 9'-6 1/4" 3'-11 5/8 9'-6 1/4" Y7 4'-3 3/8" 9'-6 1/4" 9'-6 1/4" 9'-6 Y8 4'-3 3/8" 9'-6 1/4 1/4 Y4 4'-3 3/8" W27.2 T1 4'-2 1/4" 9'-6 1/4" Y5 T2 3'-10 7/8' 9'-7 5/8" Y6 T3 3'-10 7/8" 9'-7 5/8" Y7 4'-3 3/8" 9'-6 T4 4'-7 1/4" 9'-6 1/4 9'-6 1/4" W37.2 T5 4'-3 1/2" 9'-6 1/4" W27.3 Z1 4'-3 1/2" 4'-9 1/2" LEVEL 30 UNIT TP WD HT W51.1 W31A Al 4'-2 3/4" 9'-6 1/4" W31.2 Cl 391/2 9'-6 1/4 1/4" C2 3'-10 7/8„ 9'-7 5/8" 3'-10 7/8" C3 3'-10 7/8 „ 9'-7 5!8" 9'-7 5/8" C4 3'-9 1/2" 9'-6 1/4 W32.1 F 1 3'-5 1/8" 9'-6 1/4" 9'-6 1/4' F2 ' 4'-3 1/2" 9'-6 1/4' 3'-5 1/8" 9'-6 F3 3'-5 1/8" 9'-6 1/4" F2 4'-3 1/2" F4 3'-9 3/4" 9'-6 1/4 F4 F3 F5 3'-10 7/8" 10'-1 1/2" F5 F4 F6 3'-10 7/8" 10'-1 1/2" F6 F5 3'-10 7/8., F7 3'-7 3/4" 9'-6 1/4" F6 3'-10 7/8" W32.2 H1 4'-1 3/8" 9'-6 1/4" 1/4" W42.2 H2 4'-1 3/8" 9'-6 1/4" H2 H3 4'-1 3/8" 9'-6 1/4" H3 4'-1 3/8" H4 4'-3 1/2" 9'-6 1/4 H4 4'-3 1/2" H5 4'-1 3/8" 9'-6 1/4" H5 4'-1 3/8" H6 4'-3 3/8" 9'-6 1/4" H6 4'-3 3/8" 9'-6 1/4" H7 4'-3 1/2" 9'-6 1/4" 9'-6 1/4" H7 H8 4'-3 3/8" 9'-6 1/4" W33.1 J1 3'-10 7/8" 9'-7 5/8" W43.1 J1 3'-10 7/8" J2 3'-10 7/8 " 9'-7 5/8" J2 3'-10 7/8" 9'-7 J3 3'-9 7/8" 9'-6 1/4" 9'-6 1/4" J4 3'-9 7/8" 9'-6 1/4 1/4' W34.1 L 1 4'-2 1/2" 9'-6 1/4" 1/4" R1 4'-6 3/4" L2 3'-10 7/8 " 9'-7 5/8 " 9'-7 5/8" L3 3'-10 7/8 9'-7 5/8" 3'-10 7/8 „ 9'-7 L4 4'-2 1/2" 9'-6 1/4" L4 W35.1 N1 3'-9 7/8" 9'-6 1/4" W45.1 N1 3'-9 7/8" N2 3'-9 7/8" 9'-6 1/4" N2 3'-9 7/8" 9'-6 N3 3'-10 7/8" 9'-7 5/8" 9'-7 5/8" N4 3-1 7 0 /8 ' " 9 '-7 5/8" 9'-7 W36.1 R1 4'-6 3/4" 9'-6 1/4" 9'-6 1/4" R2 4'-3 1/2" 9'-6 1/4 1/4' 4'-7 1/8" R3 4'-7 1/8" 9'-6 1/4" W55.2 U1 4'-2 1/4" R4 4'-7 1/8" 9'-6 1/4 W46.2 W36.2 U1 4'-2 1/4" 9'-6 1/4" U3 3-107/8 U2 3'-10 7/8" U2 3'-10 7/8" 9'-7 5/8" U4 4'-7 1/4" U3 3'-10 7/8" U3 3'-10 7/8" 10,-1 1/2" U5 4'-3 1/2" U4 4'-7 1/4" U4 4'-7 1/4" 9'-6 1/4" W1 U5 4'-3 1/2" U5 4'-3 1/2" 9'-6 1/4 W2 W36.3 W1 4'-10 3/4" 9'-6 1/4" 3'-11 5/8" W2 4'-3 1/2" W2 4'-3 1/2" 9'-6 1/4" Y1 3'-11 5/8" W37.1 Y1 3'-11 5/8 9'-6 1/4" 9'-6 Y2 4'-3 1/2" 9'-6 1/4" 9'-6 Y3 3'-11 5/8" 9'-6 1/4 Y4 4'-3 3/8" Y4 ' 4'-3 3/8" 9'-6 1/4" 9'-6 1/4" Y5 4'-3 1/2" 9'-6 1/4 9'-6 1/4 Y6 4'-3 3/8" 9'-6 1/4" 9'-6 Y7 4'-3 3/8" 9'-6 1/4" Y7 Y8 4'-3 3/8" 9'-6 1/4" W37.2 U1 4'-2 1/4" 9'-6 1/4" 1/4" U2 3'-10 7/8" U2 3'-10 7/8" 9'-7 5/8, 1/4" 3'-10 7/8" 10'-1 1/2" U3 3'-10 7/8" 10'-1 1/2" 9'-6 1/4" U3 3'-10 7/8" U4 4'-7 1/4" 9'-6 1/4" 4'-7 1/4" 9'-6 1/4" U5 4'-3 1/2" 9'-6 1/4 1/4' W47.3 W37.3 Z 1 4'-3 1/2" 4'-9 1/2" LEVEL 40 UNIT TP WD HT W51.1 W41.1 Al 4'-2 3/4" 9'-6 1/4" W51.2 W41.2 Cl 3'-9 1/2" 9'-6 1/4" C2 3'-10 7/8" C2 3'-10 7/8" 9'-7 5/8" C3 3'-10 7/8" 9'-7 5/8" C3 3'-10 7/8" 9'-7 5/8" 3'-9 1/2" 9'-6 1/4" 9'-6 1/4" C4 3'-9 1/2" 9'-6 1/4' 9'-6 1/4" 9'-6 1/4" W42.1 F 1 3'-5 1/8" 9'-6 1/4" 9'-6 1/4' 10'-1 1/2" F2 4'-3 1/2" 9'-6 1/4' 9'-6 1/4" W72.2 F4 F3 3'-5 1/8" 9'-6 1/4" 9'-6 1/4" F5 F4 3'-9 3/4" 9'-6 1/4' F6 F5 3'-10 7/8., 10'-1 1/2" H5 F6 3'-10 7/8" 10'-1 1/2" 9'-6 1/4" F7 3'-7 3/4" 9'-6 1/4" W42.2 H1 4'-1 3/8" 9'-6 1/4" 9'-6 1/4" H2 H2 4'-1 3/8" 9'-6 1/4" H3 4'-1 3/8" H3 4'-1 3/8" 9'-6 1/4" H4 4'-3 1/2" H4 4'-3 1/2" 9'-6 1/4' H5 4'-1 3/8" H5 4'-1 3/8" 9'-6 1/4" H6 4'-3 3/8" 9'-6 1/4" H6 4'-3 3/8" 9'-6 1/4" H7 4'-3 1/2" 9'-6 1/4" H7 H7 4'-3 1/2" 9'-6 1/4" 9'-6 1/4" H8 H8 4'-3 3/8" 9'-6 1/4' 10'-1 1!2 W43.1 J1 3'-10 7/8" 9'-7 5/8.. 3'-10 7/8" 10'-1 1/2" J2 3'-10 7/8" 9'-7 5/8" 03 4'-8 1/4" J3 3'-9 7/8" 9'-6 1/4" 9'-6 1/4" 04 3'-6 5/8" J4 3'-9 7/8" 9'-6 1/4' W44.1 L 1 4'-2 1/2" 9'-6 1/4" R1 4'-6 3/4" 06 , 3'-6 5/8" L2 3'-10 7/8" 9'-7 5/8" P1 3'-6 5/8" 9'-6 1/4" L3 3'-10 7/8 „ 9'-7 5/8" 4'-3 1/2" 9'-6 1/4' U1 4'-2 1/4" L4 4'-2 1/2" 9'-6 1/4" 9'-6 1/4" 9'-7 5/8" W45.1 N1 3'-9 7/8" 9'-6 1/4" 9'-6 1/4' N2 3'-9 7/8" 9'-6 1/4" 10'-1 1/2" N3 3'-10 7/8" 9'-7 5/8" 10'-1 1/2" W75.3 W55.1 N4 3'-10 7/8" 9'-7 5/8" 9'-6 1/4" 9'-6 1/4" W46.1 R1 4'-6 3/4" 9'-6 1/4" 9'-61/4" R3 R2 4'-3 1/2" 9'-6 1/4' 4'-7 1/8" R4 R3 4'-7 1/8" 9'-6 1/4" W55.2 U1 4'-2 1/4" R4 4'-7 1/8" 9'-6 1/4' W65.2 W46.2 U1 4'-2 1/4" 9'-6 1/4" Y6 4'-3 3/8" U3 3-107/8 U2 3'-10 7/8" 9'-7 5/8" U4 4'-7 1/4" U3 3'-10 7/8" 10,-1 1/2" 10,-1 1/2" U5 4'-3 1/2" U4 4'-7 1/4" 9'-6 1/4" W55.3 W1 U5 4'-3 1/2" 9'-6 1/4' U5 W2 W46.3 W1 4'-10 3/4" 9'-6 1/4" Y1 3'-11 5/8" W2 4'-3 1/2" 9'-6 1/4' U5 W47.1 Y1 3'-11 5/8" 9'-6 1/4" Z 1 4'-3 1/2" W66.1 Y2 4'-3 1/2" 9'-6 1/4' Y3 3'-11 5/8" 9'-6 1/4" 9'-6 1/4' Y3 3'-11 5/8" Y4 4'-3 3/8" 9'-6 1/4 9'-6 1/4" Y4 4'-3 3/8" 9'-6 1/4" Y5 4'-3 1/2" 9'-6 1/4" 9'-6 1/4 Y6 4'-3 3/8" 9'-6 1/4' Y8 Y7 4'-3 3/8" 9'-6 1/4" W56.2 U1 4'-2 1/4" Y8 4'-3 3/8" 9'-6 1/4" U2 3'-10 7/8" W47.2 U1 4'-2 1/4" 9'-6 1/4" 3'-10 7/8" 10'-1 1/2" U2 3'-10 7/8" 9'-7 5/8" 4'-7 1/4" 9'-6 1/4" U3 3'-10 7/8" 10'-1 1/2" 4'-3 1/2" U4 4'-7 1/4" 9'-6 1/4" 4'-3 1/2" U5 4'-3 1/2" 9'-6 1/4' W47.3 Z1 4'-3 1/2" 4'-9 1/2" LEVEL 50 UNIT TP WD HT W51.1 Al 4'-2 3/4" 9'-6 1/4" W71.2 W51.2 Cl 3'-9 1/2" 9'-6 1/4" 9-61/4 9'-7 5/8" C2 3'-10 7/8" 9'-7 5/8" 9'-7 5/8" C4 3'-9 1/2" C3 3'-10 7/8" 9'-7 5/8" 9'-7 5/8" 9'-6 1/4" C4 3'-9 1/2" 9'-6 1/4" 9'-6 1/4" W52.1 Fl 3'-5 1/8" 9'-6 1/4" 9'-6 1/4" F4 3'-9 3/4" F2 4'-3 1/2" 9'-6 1/4' 9'-6 1/4' 10'-1 1/2" F3 3'-5 1/8" 9'-6 1/4" 9'-6 1/4" 9'-6 1/4" W72.2 F4 3'-9 3/4" 9'-6 1/4' 9'-6 1/4" H2 4'-13/8" 9'-6 1/4" F5 3'-10 7/8" 10'-1 1/2" 10'-1 1/2 F6 3'-10 7/8" 10'-1 1/2" 10'-1 1/2" H5 4'-1 3/8" F7 3'-7 3/4" 9'-6 1/4" 9'-6 1/4" 4'-3 3/8" W52.2 H1 4'-1 3/8" 9'-6 1/4" 9'-6 1/4" 9'-6 1/4" H2 ' 4'-1 3/8"9'-6 1/4" 9'-6 1/4" 9'-6 1/4'. H3 4'-1 3/8" 9'-6 1/4" 9'-6 1/4" H4 4'-3 1/2" 9'-6 1/4' 9'-6 1/4" H5 4'-1 3/8" 9'-6 1/4" 9'-6 1/4" H6 4'-3 3/8" 9'-6 1/4" 4'-3 3/8" 9'-6 1/4" H7 4'-3 1/2" 9'-6 1/4" H7 4'-31/2" 9'-61/4" H8 4'-3 3/8" 9'-6 1/4" H8 W53.1 01 3'-10 7!8" 10'-1 1!2 W63.1 01 3'-10 !8 02 3'-10 7/8" 10'-1 1/2" 02 3'-10 7/8" 10'-1 1/2" 03 4'-8 1/4" 9'-6 1/4" 4'-8 1/4" 9'-6 1/4" 9'-6 1/4" 04 3'-6 5/8" 9'-6 1/4' 3'-6 5/8" 9'-6 1/4 05 4'-3 1/2" 9'-6 1/4" 9'-6 1/4" W75.1 R1 4'-6 3/4" 06 , 3'-6 5/8" 9'-6 1/4" W64.1 P1 W54.1 P1 3'-6 5/8" 9'-6 1/4" P2 4'-3 1/2" P2 4'-3 1/2" 9'-6 1/4' U1 4'-2 1/4" P3 3'-6 5/8" P3 3'-6 5/8" 9'-6 1/4" 9'-7 5/8" P4 4'-8 1/4" P4 4'-8 1/4" 9'-6 1/4' P5 P5 3'-10 7/8" 10'-1 1/2" U5 P6 3'-10 7/8" 10'-1 1/2" W75.3 W55.1 R1 4'-6 3/4" 9'-6 1/4" 9'-6 1/4" 9'-6 1/4" R2 4'-3 1/2" 9'-6 1/4" 4'-31/2" 9'-61/4" R3 4'-7 1/8" 9'-6 1/4 R3 4'-7 1/8" R4 4'-7 1/8" 9'-6 1/4" 3'-11 5/8 W55.2 U1 4'-2 1/4" 9'-6 1/4" Y4 4'-3 3/8" 9'-6 1/4 W65.2 U2 3'-10 7/8" 9'-7 5/8" 9'-6 1/4" Y6 4'-3 3/8" U3 3-107/8 10-1 1/2 9'-7 5/8" U4 4'-7 1/4" 9'-6 1/4" U3 3'-10 7/8" 10,-1 1/2" U5 4'-3 1/2" 9'-6 1/4' U4 W55.3 W1 4'-10 3/4" 9'-6 1/4" U5 W2 4'-3 1/2" 9'-6 1/4" W56.1 Y1 3'-11 5/8" 9'-6 1/4" U5 Y2 4'-3 1/2" 9'-6 1/4' W76.3 Z 1 4'-3 1/2" W66.1 Y3 3'-11 5/8" 9'-6 1/4" Y2 4'-3 1/2" Y4 4'-3 3/8" 9'-6 1/4' Y3 3'-11 5/8" 9'-6 1/4 Y5 4'-3 1/2" 9'-6 1/4" Y4 4'-3 3/8" 9'-6 1/4" Y6 4'-3 3/8" 9'-6 1/4' 9'-6 1/4 Y7 4'-3 3/8" 9'-6 1/4" Y8 4'-3 3/8" 9'-6 1/4" W56.2 U1 4'-2 1/4" 9'-6 1/4" W66.2 U1 4'-2 1/4" 9'-6 1/4" U2 3'-10 7/8" 9'-7 5/8.. U2 3'-10 7/8" 9'-7 5/8.. U3 3'-10 7/8" 10'-1 1/2" 10'-1 1/2" U4 4'-7 1/4" 9'-6 1/4" 9'-6 1/4" U5 4'-3 1/2" 9'-6 1/4" 9'-6 1/4' W56.3 Z 1 4'-3 1/2" 4'-9 1/2" 4'-3 1/2" LEVEL 60 UNIT TP WD HT W61.1 Al 4'-2 3/4" 9'-6 1/4" W71.2 Cl 3'-9 1/2" W61.2 Cl 3-91/2 9-61/4 9'-7 5/8" 02 3'-10 7/8" 9'-7 5/8" C4 3'-9 1/2" 9'-6 1/4" C3 3'-10 7/8" 9'-7 5/8" 9'-6 1/4" C4 3'-9 1/2" 9'-6 1/4" F3 W62.1 F 1 3'-5 1/8" 9'-6 1/4" F4 3'-9 3/4" 9'-6 1/4 F2 4'-3 1/2" 9'-6 1/4' 10'-1 1/2" F6 3'-10 7/8" F3 3'-5 1/8" 9'-6 1/4" 9'-6 1/4" W72.2 H1 4'-1 3/8" F4 3'-9 3/4" 9'-6 1/4" H2 4'-13/8" 9'-6 1/4" F5 3'-10 7/8" 10'-1 1/2 H4 4'-3 1/2" F6 3'-10 7/8" 10'-1 1/2" H5 4'-1 3/8" 9'-6 1/4" F7 3'-7 3/4" 9'-6 1/4" 4'-3 3/8" 9'-6 1/4" W62.2 H1 4'-1 3/8" 9'-6 1/4" 9'-6 1/4" H2 4'-13/8" 9'-6 1/4" 9'-6 1/4'. W73.1 H3 4'-13/8" 9'-6 1/4" H4 4'-3 1/2" 9'-6 1/4" H5 4'-13/8" 9'-6 1/4" H6 4'-3 3/8" 9'-6 1/4" H7 4'-31/2" 9'-61/4" H8 4'-3 3/8" 9'-6 1/4" W63.1 01 3'-10 !8 0 1/2" P2 4'-3 1/2" 02 3'-10 7/8" 10'-1 1/2" P3 3'-6 5/8" 9'-6 1/4 03 4'-8 1/4" 9'-6 1/4" 9'-6 1/4" 04 3'-6 5/8" 9'-6 1/4 05 4'-3 1/2" 9'-6 1/4" W75.1 R1 4'-6 3/4" 06 3'-6 5/8" 9'-6 1/4 W64.1 P1 3'-6 5/8" 9'-6 1/4" R3 4'-7 1/8" 9'-6 1/4" P2 4'-3 1/2" 9'-6 1/4" W75.2 U1 4'-2 1/4" P3 3'-6 5/8" 9'-6 1/4' U2 3'-10 7/8" 9'-7 5/8" P4 4'-8 1/4" 9'-6 1/4" 3'-10 7/8" 10,-1 1/2" P5 3'-10 7/8" 10'-1 1/2 U5 P6 3'-10 7/8" 10'-1 1/2" W75.3 W1 4'-10 3/4" W65.1 R1 4'-6 3/4" 9'-6 1/4" 9'-6 1/4" W76.1 R2 4'-31/2" 9'-61/4" Y2 R3 4'-7 1/8" 9'-6 1/4" Y3 3'-11 5/8 R4 4'-7 1/8" 9'-6 1/4 Y4 4'-3 3/8" 9'-6 1/4 W65.2 U1 4'-2 1/4" 9'-6 1/4" Y6 4'-3 3/8" 9'-6 1/4 U2 3'-10 7/8" 9'-7 5/8" Y8 4'-3 3/8" 9'-6 1/4" U3 3'-10 7/8" 10,-1 1/2" 9'-6 1/4" U4 4'-7 1/4" 9'-6 1/4" 9'-7 5/8" U5 4'-3 1/2" 9'-6 1/4' ' 10 -1 1/2" W65.3 W1 4'-10 3/4" 9'-6 1/4" U5 W2 4'-31/2" 9'-6 1/4" W76.3 Z 1 4'-3 1/2" W66.1 Y1 3'-11 5/8 9-61/4 Y2 4'-3 1/2" 9'-6 1/4" Y3 3'-11 5/8" 9'-6 1/4 Y4 4'-3 3/8" 9'-6 1/4" Y5 4'-3 1/2" 9'-6 1/4 Y6 4'-3 3/8" 9'-6 1/4" Y7 4'-3 3/8" 9'-6 1/4" Y8 4'-3 3/8" 9'-6 1/4" W66.2 U1 4'-2 1/4" 9'-6 1/4" U2 3'-10 7/8" 9'-7 5/8.. U3 3'-10 7/8" 10'-1 1/2" U4 4'-71/4" 9'-6 1/4" U5 4'-3 1/2" 9'-6 1/4' W66.3 Z 1 4'-3 1/2" 4'-9 1/2" LEVEL 70 UNIT TP WD HT W71.1 Al 4'-2 3/4" 9'-6 1/4" W71.2 Cl 3'-9 1/2" 9'-6 1/4" 02 3'-10 7/8" 9'-7 5/8" C3 3'-10 7/8" 9'-7 5/8" C4 3'-9 1/2" 9'-6 1/4" W72.1 Fl 3'-5 1/8" 9'-6 1/4" F2 4'-3 1/2" 9'-6 1/4' F3 3'-5 1/8" 9'-6 1/4" F4 3'-9 3/4" 9'-6 1/4 F5 3'-10 7/8" 10'-1 1/2" F6 3'-10 7/8" 10,-1 1/2" F7 3'-7 3/4" 9'-6 1/4" W72.2 H1 4'-1 3/8" 9'-6 1/4" H2 4'-13/8" 9'-6 1/4" H3 4-13/8 9-61/4 1/4" H4 4'-3 1/2" 9'-6 1/4 H5 4'-1 3/8" 9'-6 1/4" H6 4'-3 3/8" 9'-6 1/4" H7 4'-3 1/2" 9'-6 1/4" H8 4'-3 3/8" 9'-6 1/4'. W73.1 01 3'-10 7/8" 10'-1 1 /2 02 3'-10 7/8" 10'-1 1/2" 03 4'-8 1/4" 9'-6 1/4" 04 3'-6 5/8" 9'-6 1/4 05 4'-3 1/2" 9'-6 1/4" 06 3'-6 5/8" 9'-6 1/4 W74.1 P1 3'-6 5/8" 9'-6 1/4" P2 4'-3 1/2" 9'-6 1/4" P3 3'-6 5/8" 9'-6 1/4 P4 4'-8 1/4" 9'-6 1/4" P5 3'-10 7/8" 10'-1 1/2' P6 3'-10 7/8" 10,-1 1/2" W75.1 R1 4'-6 3/4" 9'-6 1/4" R2 4'-3 1/2" 9'-6 1/4 R3 4'-7 1/8" 9'-6 1/4" R4 4'-7 1/8" 9'-6 1/4 W75.2 U1 4'-2 1/4" 9'-6 1/4" U2 3'-10 7/8" 9'-7 5/8" U3 3'-10 7/8" 10,-1 1/2" U4 4'-7 1/4" 9'-6 1/4" U5 4'-3 1/2" 9'-6 1/4 W75.3 W1 4'-10 3/4" 9'-6 1/4" W2 4'-3 1/2" 9'-6 1/4" W76.1 Y1 3'-11 5/8" 9'-6 1/4" Y2 4'-3 1/2" 9'-6 1/4" Y3 3'-11 5/8 9'-6 1/4" Y4 4'-3 3/8" 9'-6 1/4 Y5 4'-3 1/2" 9'-6 1/4" Y6 4'-3 3/8" 9'-6 1/4 Y7 4'-3 3/8" 9'-6 1/4" Y8 4'-3 3/8" 9'-6 1/4" W76.2 U1 4'-2 1/4" 9'-6 1/4" U2 3'-10 7/8" 9'-7 5/8" U3 ' 3'-10 7/8 10 -1 1/2" U4 4'-7 1/4" 9'-6 1/4" U5 4'-3 1/2" 9'-6 1/4 W76.3 Z 1 4'-3 1/2" 4'-9 1/2" A711 1 NOT TO SCALE NOTE SWF CUSTOMISER BALI CUSTOMISER ALUMINUM BLINDS - COLOR TBD 2. 1" X 1" X 0.025" U -SHAPED STEEL HEADRAIL 3. 1" X 0.006" ALUMINUM SLAT 4. 1" X 0.025" STEEL BOTTOMRAIL OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: v U J CO _ CONSTRUCTION DOCUMENT 0 THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV CO N N O C O N BLIND SCHEDULE CONSTRUCTION DOCUMENT REV N C') 0 O N N M 23'-4" TYPE S WINDOW TYPE S 1/4" = 1-0" BOT OF CONCRETE PLANK VARIES AT LEVEL 70 TOP OF SLAB ON GRADE & GYP -CRETE TOPPING 9'-9" TYPE V 9'-9" RO WINDOW TYPE V /4" = 1'-0" BOT OF CONCRETE PLANK VARIES AT LEVEL 70 TOP OF SLAB ON GRADE & GYP -CRETE TOPPING (2) W15.2, W16.2 23'-4" TYPE T 8" 9'-5 1/2" RO 8'-1" RO 1 4'-6 3/8" RO 4'-10 1/8" RO 8'-1" RO 4'-8 3/4" 7'-11 1/4" 4'-5 1/2" RO / 4'-5 1/2" RO / 4'-3 3/4" \ 7/8" 7/8"/ WINDOW TYPE T 1/4" = 9'-9" TYPE W 9'-9" RO 1" (1) 5 WINDOW TYPE W W15.3 (6) /4" = 1'-0" W26.3, W36.3, W46.3 W55.3, W65.3, W75.3 36'-7" TYPE Y (2) W26.2, W27.2 23'-4" TYPE U 8" 10'-3 7/8" RO 5/4" PRESSURE TREATED PLYWOOD ABOVE CONCRETE PLANK AT BALCONY WINDOW TYPE U 1/4" = 1'-0" (10) W36.2, W46.2, W55.2, W65.2, W75.2 W37.2, W47.2, W56.2, W66.2, W76.2 WINDOW TYPE X 1/4" = 1-0" / 9'-1 1/2" RO 1" 4'-6 1/4" RO I 4'-6 1/4" RO 4'-4 7/8" \ 7/8" 1/2"/ \1/2" 7/8"/ 4'-4 7/8" 4" 13'-8 1/2" RO 1" 1" 4'-6 1/4" RO 4'-6" RO T4'-6 1/4" RO 4'-5" 4'-4 7/8" 13'-1" RO 1" 4'-2 1/2" RO 4'-6" RO 4'-5" 7/8" 1/2" \ 1 /2" 1/2 4'-1 1/8" / 4'-2 1/2" RO 4'-1 1/8" 1/2" 7/8" 4'-6 3/4" TYPE Z / 4'-6 3/4" RO 4'-6 3/4" RO / / / / / / / / / / / / / / / / / / / / / WINDOW TYPE Y /4" = 1'-0" (6) W27.1, W37.1, W47.1 W56.1, W66.1, W76.1 WINDOW TYPE Z 1/4" = 1-0" (1) W16.1 (6) W27.3, W37.3, W47.3 W56.3, W66.3, W76.3 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV N U Lo J co J � U 2 X C!) z 0 THACA NY 217 SOUTH CAYUGA STR CONSTRUCTION DOCUMENT REV N O 0) O d' O N LC) WINDOW SCHEDULE CONSTRUCTION DOCUMENT REV N CD v., -, I I I I_ ,. / 9'-1 1 /2" RO 4" 13'-8 1 /2" RO 4" 13'-1 " RO / 4'-6 1/4" RO 1" 1 4'-6 1/4" RO 1" 1" 4'-6 1/4" RO 4'-6" RO j 4'-6 1/4" RO 4'-2 1/2" RO 1" 4.-6" RO 1" 4'-2 1/2" RO / / 4'-4 7/8" 4'-4 7/8"I, / 4'-4 7/8" I 4'-5" 4'-4 7/8" / / 4'-1 1/8" 4'-5" 4'-1 1/8" / \ 7/8" 1/2" \1/2" 7/8"/ 7/8" 1/2" 1/2" 1/2" 1/2" 7/8"/ 7/8" 1/2" 1/2" 1/2"r\1/2" 7/8" / r '� M 7 / I� I] 1 l 4 X7 4 f II X3 S N A512 A512 / A512 A512 A512 X10 X9 X8 /X6\ /\ \ X5 f r r X4 /X2\ / X1 \ co O g../ WINDOW TYPE X 1/4" = 1-0" / 9'-1 1/2" RO 1" 4'-6 1/4" RO I 4'-6 1/4" RO 4'-4 7/8" \ 7/8" 1/2"/ \1/2" 7/8"/ 4'-4 7/8" 4" 13'-8 1/2" RO 1" 1" 4'-6 1/4" RO 4'-6" RO T4'-6 1/4" RO 4'-5" 4'-4 7/8" 13'-1" RO 1" 4'-2 1/2" RO 4'-6" RO 4'-5" 7/8" 1/2" \ 1 /2" 1/2 4'-1 1/8" / 4'-2 1/2" RO 4'-1 1/8" 1/2" 7/8" 4'-6 3/4" TYPE Z / 4'-6 3/4" RO 4'-6 3/4" RO / / / / / / / / / / / / / / / / / / / / / WINDOW TYPE Y /4" = 1'-0" (6) W27.1, W37.1, W47.1 W56.1, W66.1, W76.1 WINDOW TYPE Z 1/4" = 1-0" (1) W16.1 (6) W27.3, W37.3, W47.3 W56.3, W66.3, W76.3 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV N U Lo J co J � U 2 X C!) z 0 THACA NY 217 SOUTH CAYUGA STR CONSTRUCTION DOCUMENT REV N O 0) O d' O N LC) WINDOW SCHEDULE CONSTRUCTION DOCUMENT REV N CD 16'-11 1/2" TYPE I 1" 4'-0 3/4" RO 4'-0 3/4" RO 3'-113/8" 3'-113/8" 7/8" 1/2" 1/2" 7/8"/ \ 7/8" 7/8"/ WINDOW TYPE I 4'-0 3/4" RO 4'-0 3/4" RO 3'-11 3/8" 3'-11 3/8" 7/8" � \ 7/8" 1 /2" / \1/2" 7/8" WINDOW TYPE J 16'-11 1/2" TYPE N / 8'-1" RO 8'-1" RO / 8" 8'-2 1/2" RO 7'-11 1/4" 7/8" 7/8" / 1" 4'-0 3/4" RO 4'-0 3/4" RO / 3'-113/8" 3'-113/8" \ 7/8" 1/2"/ \1/2" 7/8" Cr) 17'-8" TYPE K 2" / 4'-7 5/8" RO / 4'-7 5/8" RO 4'-6" 8'-0 3/4" RO 8'-0 3/4" RO 7'-11 1/4" \ 7/8" 3/4"/ \ 3/4" 3/4" / \ A' 2" 4'-7 5/8" RO / 4'-7 5/8" RO / 4'-6" / 1." 7/8" (3) WINDOW TYPE K W23.1, W33.1, W43.1 Il 0 `- WINDOW TYPE M /4" = 1'-0" BOT OF CONCRETE PLANK VARIES AT LEVEL 70 TOP OF SLAB ON GRADE & GYP -CRETE TOPPING W14.1 26'-3 1/2" TYPE P WINDOW TYPE N /4" = 1'-0" 8" 4" WINDOW TYPE P 1/4" = 1'-0" 5/4" PRESSURE TREATED PLYWOOD ABOVE CONCRETE PLANK AT BALCONY (1) 1/4" = 1-0" (3) ( 7 TYPE O W25.1, W35.1, W45.1 W13.1 cm 0 0 26'-3 1/2" TYPE 0 rn 7'-11 1/2" DOOR CD N - CN 0 / 17'-8" TYPE L 2" / 4'-7 5/8" RO / 4'-7 5/8" RO 4'-6" A' 2" 8'-0 3/4" RO / 4'-7 5/8" RO 8'-0 3/4" RO dr 3/4"/ 7'-11 1/4" A, 4'-7 5/8" RO 4'-6" \ 3/4" 7/8"/ \ 3/4" 3/4" WINDOW TYPE L 1/4" = 1-0" 4" 12'-3" RO 4'-11 1/2" RO 8" 8'-1" RO 1" / 3'-9 1/2" RO 4'-6" RO 3'-8 1/8" I 4'-5" .dr \ 7/8" 1/2" \1/2" 1/2" 1" 3'-9 1/2" RO 3'-8 1/8" 1/2" 7/8"/ r / / / / / / / / / / / / / / / 4'-11 1/2" RO 4'-9 3/4" 7/8" 7/8' 8'-1" RO 7'-11 1/4" 7/8" 7/8"/ 02 5/4" PRESSURE TREATED PLYWOOD ABOVE CONCRETE PLANK AT BALCONY 7'-11 1/2" DOOR M 10'-3 7/8" RO (3) W24.1, W34.1, W44.1 (3) 1/4" = 1'-0" 9'-6" TYPE Q 4" 9'-9" RO 9'-5" RO 4'-10" RO 4'-10" RO 4'-6 3/8" RO 4'-9 5/8" RO 4'-8 5/8" 4'-8 5/8" 4'-8 1/4" \ 7/8" 1/2" /2" 7/8" 7/8" 1/2" 1/2" 7/8 Q3 W M co N • O ccO (3) WINDOW TYPE Q (1) W54.1, W64.1, W74.1 A 703 / 1/4" = 1'-0" W15.1 W53.1, W63.1, W73.1 19'-6" TYPE R 4" /R3� Y WINDOW TYPE R 1/4" = 1-0" (6) W26.1, W36.1, W46.1 W55.1, W65.1, W75.1 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U 2 X z 0 CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV N N N N O CO In � O O 0 0 0 0 0 0 d. . dr dr d. d. O (Ns O O O O N N N N N N WINDOW SCHEDULE BOT OF CONCRETE PLANK VARIES AT LEVEL 70 TOP OF SLAB ON GRADE & GYP -CRETE TOPPING 4'-6" TYPE A 4'-6" RO 4'-6" RO 4'-4 1/4" WINDOW TYPE A /4" = 1'-0" BOT OF CONCRETE PLANK VARIES AT LEVEL 70 TOP OF SLAB ON GRADE & GYP -CRETE TOPPING \7/8" 7/8"/ co N - C") 0 cc 0 o) io (6) W21.1, W31.1, W41.1 W51.1, W61.1, W71.1 29'-9" TYPE E WINDOW TYPE B 1/4" = 1-0" / 3'-11" RO / 3'-11" RO 3'-9 1/4" / // \ 7/8" 7/8"/ 8'-1" RO 8'-1" RO 8" / 4" 4'-1" RO 4'-1" RO 3'-8" RO 12'-0" RO 1" 4'-6" RO 7'-11 1/4" 3'-6 5/8" 7/8" 1/2" 4'-5" \ 1/2" 1/2" / 1" / 3'-8" RO 3'-6 5/8" \ 1/2" 7/8" 0 0 C) WINDOW TYPE E 11 1/2" DOOR (1) W10.1 (1) 1/4" = 1'-0" W22.1 BOT OF CONCRETE PLANK VARIES AT LEVEL 70 TOP OF SLAB ON GRADE & GYP -CRETE TOPPING 36'-6" TYPE G 4'-6" RO 13'-8" RO 1" 4'-6" RO 4" 13'-4 1/2" RO 4" 8'-9 1/2" RO 1" 4'-6" RO 4'-4 5/8" \ 7/8" 1/2" 4'-5" 4'-4 5/8" 1" 1" 4'-4 1/4" RO 4'-6" RO [4'-4 1/4" RO 4'-2 7/8" 4'-5" 4'-2 7/8" 4'-4 1/4" RO 4'-2 7/8" \1/2" 1/2" \1/2" 7/8" A G8\ J 7/8" 1/2' /2" 1/2" \1/2" 7/8" / / / / A G4\ d 7/8" 1/2" 1" / 4'-4 1/4" RO / 4'-2 7/8" \1/2" 7/8"/ / / / / / / / / / / / / / / / / / Co n� .74 Cl.) C N • WINDOW TYPE G /4" = 1'-0" C") 0 O i iV) 0 0 0 0 rn 0o N- / 16'-6" TYPE C 2" • 4'-0 5/8" RO • 4'-0 5/8" RO 3'-11" \ 7/8" 3/4"/ 11 1/2" DOOR 0 8'-0 3/4" RO / 2" 4'-0 5/8" RO 8'-0 3/4" RO /Y \ 3/4" 7'-11 1/4" 3/4" A, 4'-0 5/8" RO 3'-11" \ 3/4" 7/8"/ C3 WINDOW TYPE C 1/4" = 1-0" Co 10'-3 7/8" RO C") 7'-11 1/2" DOOR N r N (6) W21.2, W31.2, W41.2 W51.2, W61.2, W71.2 29'-9" TYPE F 12'-0" TYPE D 12'-0" RO / 3'-8" RO 4'-6" RO 1" 3'-8" RO WINDOW TYPE D 1/4" =1-0" 3'-11" RO 8" / 8'-1" RO / 8" 3'-11" RO 3'-9 1/4" \ 7/8" 7/8" / 8'-1" RO 7'-11 1/4" \ 7/8" / 4'-1" RO 4'-1" RO 4" 12'-0" RO / / 3'-11 1/4" 7/8"/ \ 7/8" 7/8"/ 3'-8" RO 4'-6" RO 4,-5" 7/8" 1/2" 1/2" 3'-8" RO / 3'-6 5/8" /2" 7/8" 5/4" PRESSURE TREATED PLYWOOD ABOVE CONCRETE PLANK AT BALCONY WINDOW TYPE F 1/4" = 1-0" 36'-6" TYPE H / / / / F2 co d N co 11 C N • O CV C) ti C) 4" 4" 0 O C) (5) W32.1, W42.1, W52.1 W62.1, W72.1 (1) WINDOW TYPE H W11.2 /7..(..)2y 1/4" = 1'-0" (6) W22.2, W32.2, W42.2 W52.2, W62.2, W72.2 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT cy N C, O O N CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV 0 CD CD CD d d. O O N N Cfl t�- THACA NY 217 SOUTH CAYUGA STR WINDOW SCHEDULE A702 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV v - CN CD CONSTRUCTION DOCUMENT REV THACA NY 7 SOUTH CAYUGA STR (N WINDOW WINDOW SCHEDULE A701 LEVEL 10 LEVEL 20 LEVEL 30 LEVEL 40 LEVEL 50 LEVEL 60 LEVEL 70 KEY UNIT TP WD HT FU VT SG UNIT TP WD HT FU VT SG UNIT TP WD HT FU VT SG UNIT TP WD HT FU VT SG UNIT TP WD HT FU VT SG UNIT TP WD HT FU VT SG UNIT TP WD HT FU VT SG W21.1 Al 4'-4 1/4" 9'-7 3/4" FX T W31.1 Al 4'-4 1/4" 9'-7 3/4" FX T W41.1 Al 4'-4 1/4" 9'-7 3/4" FX T W51.1 Al 4'-4 1/4" 9'-7 3/4" FX T W61.1 Al 4.-4 1/4" 9'-7 3/4" FX T W71.1 Al 4.-4 1/4" 9'-7 3/4" FX T TEMPERED SAFETY GLASS A W10.1 B1 4'-0 3/4 7'-7 3/4" FX T W21.2 Cl 3'-11" 9'-7 3/4" FX T W31.2 Cl 3'-11" 9'-7 3/4" FX T W41.2 Cl 3'-11" 9'-7 3/4" FX T W51.2 Cl 3'-11" 9'-7 3/4" FX T W61.2 Cl 3'-11" 9'-7 3/4" FX T W71.2 Cl 3'-11" 9'-7 3/4" FX T = ALUMINUM MULLION COVER TRIM A B2 4'-0 3/4" 7'-7 3/4" FX T C2 7'-11 1/4" 7-111/2" SL X0 T C2 7-111/4" 7'-11 1/2" SL X0 T C2 7-111/4" 7'-11 1/2" SL X0 T C2 7-111/4" 7'-11 1/2" SL X0 T C2 7-111/4" 7'-11 1/2" SL X0 T C2 7-111/4" 7'-11 1/2" SL X0 T B3 3'-1 7/8" 8'-3 1/8" DR RHR T C3 7-11 1/4" l'-9 1/8" FX C3 7-11 1/4" l'-9 1/8" FX C3 7'-11 1/4" l'-9 1/8" FX C3 7'-11 1/4" l'-9 1/8" FX C3 7'-11 1/4" l'-9 1/8" FX C3 7'-11 1/4" l'-9 1/8" FX A B4 4'-0 7/8" 7'-7 3/4" FX T 04 3'-11" 9'-7 3/4" FX T C4 3'-11" 9'-7 3/4" FX T C4 3'-11" 9'-7 3/4" FX T C4 3'-11" 9'-7 3/4" FX T C4 3'-11" 9'-7 3/4" FX T C4 3'-11" 9'-7 3/4" FX T NOTE W11.1 D1 3'-6 5/8" 2'-5" FX W22.1 El 3'-6 5/8" 9'-7 3/4" FX T W32.1 Fl 3'-6 5/8" 9'-7 3/4" FX T W42.i Fl 3'-6 5/8" 9'-7 3/4" FX T W52.1 Fl 3'-6 5/8" 9.-7 3/4" FX T W62.1 Fl 3'-6 5/8" 9'-7 3/4" FX T W72.1 Fl 3'-6 5/8" 9'-7 3/4" FX T D2 4'-5" 2'-5" AW E2 4'-5" 2'-0" FX E2 4'-5" 2'-0" FX F2 4'-5" 2'-0" FX F2 4.-5" 2'-0" FX F2 4.-5" 2'-0" FX F2 4'-5" 2'-0" FX 1. AL CLAD WD DIRECT SET FIXED WINDOW D3 3'-65/8" 2'-5" FX E3 4'-5" 4'-11" AW E3 4'-5" 4'-11" AW E3 4.-5" 4'-11" AW E3 4.-5" 4'-11" AW E3 4.-5" 4'-11" AW E3 4.-5" 4'-11" AW 2. DESIGNER SERIES AW WINDOW & SL DOOR E4 4'-5" 2'-8 3/4" FX E4 4'-5" 2'-8 3/4" FX E4 4.-5" 2'-8 3/4" FX E4 4'-5" 2'-8 3/4" FX E4 4.-5" 2'-8 3/4" FX E4 4.-5" 2'-8 3/4" FX 3. BROWN EXTERIOR COLOR E5 3'-6 5/8" 9.-7 3/4" FX T F5 3'-6 5/8" 9'-7 3/4" FX T F5 3'-6 5/8" 9.-7 3/4" FX T F5 3'-6 5/8" 9.-7 3/4" FX T F5 3'-6 5/8" 9.-7 3/4" FX T F5 3'-6 5/8" 9'-7 3/4" FX T E6 3'-11 1/4" 9'-7 3/4" FX T F6 3'-11 1/4" 9'-7 3/4" FX T F6 3'-11 1/4" 9'-7 3/4" FX T F6 3'-11 1/4" 9.-7 3/4" FX T F6 3'-11 1/4" 9.-7 3/4" FX T F6 3-11 1/4" 9'-7 3/4" FX T 4. NO INTERIOR FINISH (PROVIDED BY OTHER) E7 7-11 1/4" 7'-11 1/2" SL X0 T E7 7'-11 1/4" 7-11 1/2" SL X0 T E7 7'-11 1/4" 7-11 1/2" SL X0 T E7 7'-11 1/4" 7-11 1/2" SL X0 T E7 7'-11 1/4" 7-11 1/2" SL X0 T E7 7'-11 1/4" 7-11 1/2" SL X0 T 5. ADVANCED LOW E & ARGON GAS GLAZING E8 7-11 1/4" l'-9 1/8" FX E8 7'-11 1/4" 2'-3" FX E8 7'-11 1/4" 2'-3" FX E8 7'-11 1/4" 2'-3" FX E8 7'-11 1/4" 2'-3" FX E8 7'-11 1/4" 2'-3" FX 6. CHAMPAGNE OPERATING HARDWARE E9 9'-7 3/4" FX T F9 9.-7 3/4" FX T F9 9'-7 3/4" FX T F9 9.-7 3/4" FX T F9 9'-7 3/4" FX T F9 9'-7 3/4" FX T W11.2 G1 7'-7 3/4" FX W22.2 H1 9'-7 3/4" FX T W32.2 H1 9'-7 3/4" FX T W42.2 H1 9'-7 3/4" FX T W52.2 H1 9'-7 3/4" FX T W62.2 H1 9'-7 3/4" FX T W72.2 H1 9'-7 3/4" FX T 7. NO MUNTIN BARS G2 7'-7 3/4" FX H2 9'-7 3/4" FX T H2 9'-7 3/4" FX T H2 9'-7 3/4" FX T H2 9'-7 3/4" FX T H2 9'-7 3/4" FX T H2 9'-7 3/4" FX T 8. FULL SCREENS WITH FIBERGLASS MESH G3 7'-7 3/4" FX H3 9'-7 3/4" FX T H3 9'-7 3/4" FX T H3 9'-7 3/4" FX T H3 9'-7 3/4" FX T H3 9'-7 3/4" FX T H3 9'-7 3/4" FX T G4 4'-S" 4'-11" AW H4 4'-S" 2'-0" FX H4 4'-S" 2'-0" FX H4 4'-5" 2'-0" FX H4 4'-5" 2'-0" FX H4 4'-5" 2'-0" FX H4 4'-5" 2'-0" FX G5 4'-S" 2'-83/4" FX H5 4'-5" 4'-11" AW H5 4'-5" 4'-11" AW H5 4.-5" 4'-11" AW H5 4.-5" 4'-11" AW H5 4.-5" 4'-11" AW H5 4.-5" 4'-11" AW ABBREVIATION G6 7'-7 3/4" FX H6 4'-5" 2'-8 3/4" FX H6 4'-S" 2'-8 3/4" FX H6 4.-5" 2'-8 3/4" FX H6 4.-5" 2'-8 3/4" FX H6 4.-5" 2'-8 3/4" FX H6 4.-5" 2'-8 3/4" FX G7 4'-4 5/8" 7'-7 3/4" FX H7 9'-7 3/4" FX T H7 9'-7 3/4" FX T H7 9'-7 3/4" FX T H7 9'-7 3/4" FX T H7 9'-7 3/4" FX T H7 9'-7 3/4" FX T AL ALUMINUM AW AWNING G8 4'-5" 4'-11" AW H8 4'-4 5/8" 9'-7 3/4" FX T H8 4'-4 5/8 9'-7 3/4" FX T H8 4'-4 5/8 9'-7 3/4" FX T H8 4'-4 5/8 9.-7 3/4" FX T H8 4'-4 5/8 9.-7 3/4" FX T H8 4'-4 5/8' 9.-7 3/4" FX T EQ EQUAL G9 4'-5" 2'-8 3/4" FX H9 4'-.5" 2'-0" FX H9 4'-S" 2'-0" FX H9 4.-5" 2'-0" FX H9 4.-5" 2'-0" FX H9 4.-5" 2'-0" FX H9 4.-5" 2'-0" FX FU FUNCTION FX FIXED WINDOW G10 4'-4 5/8" 7'-7 3/4" FX H10 4'-S" 4'-11" AW H10 4'-S" 4'-11" AW H10 4.-5" 4'-11" AW H10 4.-5" 4'-11" AW H10 4.-5" 4'-11" AW H10 4.-5" 4'-11" AW RO ROUGH OPENING H11 4'-S" 2'-8 3/4" FX H11 4'-S" 2'-8 3/4" FX H11 4'-5" 2'-8 3/4" FX H11 4'-5" 2'-8 3/4" FX H11 4'-5" 2'-8 3/4" FX H11 4'-5" 2'-8 3/4" FX SG SAFETY GLASS SL SLIDING DOOR H12 4'-4 5/8" 9'-7 3/4" FX H12 4'-4 5/8" 9'-7 3/4" FX H12 4'-4 5/8 9'-7 3/4" FX H12 4'-4 5/8" 9'-7 3/4" FX H12 4'-4 5/8 9'-7 3/4" FX H12 4'-4 5/8 9'-7 3/4" FX T TEMPERED W12.1 11 7-11 1/4" 7'-11 1/2' SL X0 T W23.1 Ji 7'-11 1/4" 7-11 1/2" SL X0 T W33.1 J1 7'-11 1/4" 7-11 1/2" SL X0 T W43.1 Ji 7'-11 1/4" 7-11 1/2" SL X0 T W53.1 01 7'-11 1/4" 7-11 1/2" SL X0 T W63.1 01 7'-11 1/4" 7-11 1/2" SL X0 T W73.1 01 7'-11 1/4" 7-11 1/2" SL X0 T TP TYPE 12 7-11 1/4" 2'-3 1/8" FX J2 7'-11 1/4" l'-9 1/8" FX J2 7'-11 1/4" l'-9 1/8" FX J2 7'-11 1/4" l'-9 1/8" FX 02 7'-11 1/4" 2'-3" FX 02 7'-11 1/4" 2'-3" FX 02 7'-11 1/4" 2'-3" FX VT VENT 13 3'-11 3/8 7'-7 3/4" FX J3 3'-11 3/8 9'-7 3/4" FX T J3 3'-11 3/8 9'-7 3/4" FX T J3 3'-11 3/8 9'-7 3/4" FX T 03 4'-9 3/4" 9'-7 3/4' FX T 03 4'-9 3/4" 9'-7 3/4' FX T 03 4'-9 3/4" 9'-7 3/4" FX T 14 3'-11 3/8 7'-7 3/4" FX J4 3'-11 3/8 9'-7 3/4" FX T J4 3'-11 3/8 9'-7 3/4" FX T J4 3'-11 3/8 9'-7 3/4" FX T 04 3'-8 1/8" 9'-7 3/4" FX T 04 3'-8 1/8" 9.-7 3/4" FX T 04 3'-8 1/8" 9.-7 3/4" FX T KEY NOTE C) 8" WIDE OUTSIDE CORNER TRIM WRAP K2 7'-11 1/4" 7-11 1/2" SL X0 T L2 7-11 1/4" 7'-11 1/2" SL X0 T L2 7-11 1/4" 7'-11 1/2" SL X0 T L2 7-11 1/4" 7'-11 1/2" SL X0 T 07 4'-5" 2'-8 3/4" FX 07 4'-5" 2'-8 3/4" FX 07 4'-5" 2.-8 3/4" FX K3 7'-11 1/4" 2'-3 1/8" FX L3 7-11 1/4" 1'-9 1/8" FX L3 7-11 1/4" 1'-9 1/8" FX L3 7-11 1/4" 1-91/8" FX 08 '-8 1/8" 9'-7 3/4" FX T 08 3'-8 1/8" 9'-7 3/4" FX T 08 3.-8 1/8 9'-7 3/4" FX T C) 12 1/8" TALL TRIM BEHIND BALCONY K4 4'-6" 7'-7 3/4" FX L4 4'-6" 9'-7 3/4" FX T L4 4'-6" 9'-7 3/4" FX T L4 4'-6" 9'-7 3/4" FX T W54.1 P1 3'-8 1/8" 9'-7 3/4" FX T W64.1 P1 3'-8 1/8" 9'-7 3/4" FX T W74.1 P1 3'-8 1/8" 9'-7 3/4" FX 1" TALL TRIM AT WALK OUT P3 4'-5" 4'-11" AW P3 4'-5" 4'-11" AW P3 4'-5" 4'-11" AW C") 0" WIDE INSIDE CORNER TRIM WRAP W14.1 M1 3-11 3/8 7'-7 3/4" FX W25.1 Ni 3-11 3/8 9.-7 3/4" FX T W35.1 N1 3-11 3/8 9'-7 3/4" FX T W45.1 Ni 3-11 3/8 9'-7 3/4" FX T P4 4'-5" 2'-8 3/4" FX P4 4'-5" 2'-8 3/4" FX P4 4'-5" 2'-8 3/4" FX M2 3-11 3/8 7'-7 3/4" FX N2 3-11 3/8 9'-7 3/4" FX T N2 3-11 3/8 9'-7 3/4" FX T N2 3-11 3/8 9'-7 3/4" FX T P5 3'-8 1/8 9'-7 3/4" FX T P5 3'-8 1/8" 9'-7 3/4" FX T P5 3'-8 1/8" 9'-7 3/4" FX C) 6" TALL TRIM AT ENTRANCE M3 7'-11 1/4" 7-11 1/2" SL OX T N3 7-11 1/4" 7'-11 1/2" SL OX T N3 7-11 1/4" 7'-11 1/2" SL OX T N3 7-11 1/4" 7'-11 1/2" SL OX T P6 4.-9 3/4" 9'-7 3/4" FX T P6 4.-9 3/4" 9'-7 3/4" FX T P6 4.-9 3/4" 9'-7 3/4" FX T M4 7'-11 1/4" 2'-3 1/8" FX N4 7-11 1/4" 1-91/8" FX N4 7-11 1/4" 1-91/8" FX N4 7-11 1/4" 1-91/8" FX P7 7-11 1/4" 7'-11 1/2" SL OX T P7 7-11 1/4" 7'-11 1/2" SL OX T P7 7-11 1/4" 7'-11 1/2" SL OX T P8 7-11 1/4" 2'-3" FX P8 7-11 1/4" 2'-3" FX P8 7-11 1/4" 2'-3" FX W15.1 Q1 7'-7 3/4" FX W26.1 R1 9'-7 3/4" FX T W36.1 R1 9'-7 3/4" FX T W46.1 R1 9'-7 3/4" FX T W55.1 R1 9'-7 3/4" FX T W65.1 R1 9'-7 3/4" FX T W75.I R1 9.-7 3/4" FX T Q2 4.-5" 4'-11" AW R2 4'-5" 2'-0" FX R2 4'-5" 2'-0" FX R2 4.-5" 2'-0" FX R2 4.-5" 2'-0" FX R2 4.-5" 2'-0" FX R2 4.-5" 2.-0" FX Q3 4'-5" 2'-8 3/4" FX R3 4'-5" 4'-11" AW R3 4'-5" 4'-11" AW R3 4'-5" 4'-11" AW R3 4'-5" 4'-11" AW R3 4'-5" 4'-11" AW R3 4'-5" 4'-11" AW Q4 7'-7 3/4" FX R4 4'-5" 2'-8 3/4" FX R4 4'-5" 2'-8 3/4" FX R4 4'-5" 2'-8 3/4" FX R4 4'-5" 2'-8 3/4" FX R4 4'-5" 2'-8 3/4" FX R4 4'-5" 2'-8 3/4" FX Q5 7'-7 3/4" FX R5 9'-7 3/4 FX T R5 9.-7 3/4" FX T R5 9'-7 3/4" FX T R5 9.-7 3/4 FX T R5 9'-7 3/4" FX T R5 9.-7 3/4" FX T R6 9'-7 3/4" FX T R6 9'-7 3/4" FX T R6 9'-7 3/4" FX T R6 9'-7 3/4" FX T R6 9'-7 3/4" FX T R6 9'-7 3/4" FX T W15.2 Si 7.-7 3/4" FX W26.2 T1 9'-7 3/4" FX T W36.2 U1 9'-7 3/4" FX T W46.2 U1 9'-7 3/4" FX T W55.2 U1 9'-7 3/4" FX T W65.2 U1 9'-7 3/4" FX T W75.2 U1 9'-7 3/4" FX T S2 7'-11 1/4" 7-11 1/2 SL OX T T2 7-11 1/4" 7'-11 1/2 SL OX T U2 7-11 1/4" 7'-11 1/2" SL OX T U2 7-11 1/4" 7'-11 1/2 SL OX T U2 7-11 /4" 7'-11 1/2 SL OX T U2 7-11 1/4" 7'-11 1/2" SL OX T U2 7-11 1/4" 7'-11 1/2" SL OX T S3 7'-11 1/4" 2-31/8" FX T3 7-11 1/4" 1-91/8" FX U3 7-11 1/4" 2.-3" FX U3 7-11 1/4" 2.-3" FX U3 7-11 1/4" 2'-3" FX U3 7-11 1/4" 2.-3" FX U3 7-11 1/4" 2.-3" FX S4 7'-7 3/4" FX T4 9'-7 3/4" FX T U4 9'-7 3/4" FX T U4 9'-7 3/4' FX T U4 9'-7 3/4' FX T U4 9'-7 3/4" FX T U4 9'-7 3/4" FX T S5 4'-5" 4'-11" AW T5 4.-5" 2'-0" FX U5 4.-5" 2'-0" FX U5 4.-5" 2'-0" FX U5 4.-5" 2'-0" FX U5 4'-5" 2'-0" FX U5 4.-5" 2.-0" FX S6 4'-5" 2-83/4" FX T6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW T7 4.-5" 2'-8 3/4" FX U7 4.-5" 2'-8 3/4" FX U7 4.-5" 2'-8 3/4" FX U7 4.-5" 2'-8 3/4" FX U7 4.-5" 2'-8 3/4" FX U7 4.-5" 2'-8 3/4" FX W15.3 V1 7'-7 3/4" FX W26.3 W1 9'-7 3/4" FX T W36.3 W1 9'-7 3/4" FX T W46.3 W1 9'-7 3/4" FX T W55.3 W1 9'-7 3/4" FX T W65.3 W1 9'-7 3/4" FX T W75.3 W1 9'-7 3/4" FX T V2 4'-5" 4'-11" AW W2 4.-5" 2'-0" FX W2 4.-5" 2'-0" FX W2 4'-5" 2'-0" FX W2 4'-5" 2'-0" FX W2 4'-5" 2'-0" FX W2 4'-5" 2.-0" FX V3 4'-5" 2'-8 3/4" FX W3 4'-5" 4'-11" AW W3 4.-5" 4'-11" AW W3 4.-5" 4'-11" AW W3 4.-5" 4'-11" AW W3 4.-5" 4'-11" AW W3 4'-5" 4'-11" AW W4 4'-5" 2'-8 3/4" FX W4 4.-5" 2'-8 3/4" FX W4 4.-5" 2'-8 3/4" FX W4 4.-5" 2'-8 3/4" FX W4 4.-5" 2'-8 3/4" FX W4 4.-5" 2'-8 3/4" FX W16.1 X1 4-11/8" 7'-7 3/4" FX W27.1 Y1 4-11/8" 9'-7 3/4" FX T W37.1 Y1 4-11/8" 9'-7 3/4" FX T W47.1 Y1 4'-1 1/8" 9'-7 3/4" FX T W56.1 Y1 4'-1 1/8" 9'-7 3/4" FX T W66.1 Y1 4'-1 1/8" 9'-7 3/4" FX T W76.I Y1 4'-1 1/8" 9'-7 3/4" FX T X2 4'-5" 4'-11" AW Y2 4'-5" 2'-0" FX Y2 4'-5" 2'-0" FX Y2 4'-5" 2'-0" FX Y2 4'-5" 2'-0" FX Y2 4'-5" 2'-0" FX Y2 4'-5" 2'-0" FX X3 4'-5" 2'-8 3/4" FX Y3 4'-5" 4'-11" AW Y3 4'-5" 4'-11" AW Y3 4.-5" 4'-11" AW Y3 4.-5" 4'-11" AW Y3 4.-5" 4'-11" AW Y3 4.-5" 4'-11" AW X4 4'-1 1/8" 7'-7 3/4" FX Y4 4'-5" 2'-8 3/4" FX Y4 4.-5" 2'-8 3/4" FX Y4 4.-5" 2'-8 3/4" FX Y4 4.-5" 2'-8 3/4" FX Y4 4.-5" 2'-8 3/4" FX Y4 4.-5" 2'-8 3/4" FX X5 7'-7 3/4" FX Y5 4-11/8" 9'-7 3/4" FX T Y5 4-11/8" 9'-7 3/4" FX T Y5 4'-1 1/8 9'-7 3/4' FX T Y5 4'-1 1/8 9'-7 3/4' FX T Y5 4'-1 1/8" 9'-7 3/4 FX T Y5 4'-1 1/8" 9'-7 3/4" FX T X6 4'-5" 4'-11" AW Y6 9'-7 3/4" FX T Y6 9'-7 3/4" FX T Y6 9'-7 3/4" FX T Y6 9'-7 3/4" FX T Y6 9'-7 3/4" FX T Y6 9'-7 3/4" FX T X7 4'-5" 2-83/4" FX Y7 4.-5" 2'-0" FX Y7 4.-5" 2'-0" FX Y7 4'-5" 2'-0" FX Y7 4'-5" 2'-0" FX Y7 4'-S" 2'-0" FX Y7 4'-S" 2'-0" FX X8 7'-7 3/4" FX Y8 4'-5" 4'-11" AW Y8 4.-5" 4'-11" AW Y8 4.-5" 4'-11" AW Y8 4.-5" 4'-11" AW Y8 4.-5" 4'-11" AW Y8 4.-5" 4'-11" AW X9 7'-7 3/4" FX Y9 4'-5" 2'-8 3/4" FX Y9 4.-5" 2'-8 3/4" FX Y9 4.-5" 2'-8 3/4" FX Y9 4.-5" 2'-8 3/4" FX Y9 4.-5" 2'-8 3/4" FX Y9 4.-5" 2.-8 3/4" FX X10 7'-7 3/4" FX Y10 9'-7 3/4" FX T Y10 9'-7 3/4 FX T Y10 9'-7 3/4" FX T Y10 9'-7 3/4' FX T Y10 9'-7 3/4 FX T Y10 9'-7 3/4" FX T Yll 9'-7 3/4" FX T Yll 9'-7 3/4" FX T Yll 9'-7 3/4" FX T Yll 9'-7 3/4" FX T Yll 9'-7 3/4" FX T Yl 1 9'-7 3/4" FX T Y12 9'-7 3/4" FX T Y12 9'-7 3/4" FX T Y12 9'-7 3/4" FX T Y12 9'-7 3/4" FX T Y12 9'-7 3/4" FX T Y12 9'-7 3/4" FX T W16.2 Si 7'-7 3/4" FX W27.2 T1 9'-7 3/4" FX T W37.2 U1 9'-7 3/4" FX T W47.2 U1 9'-7 3/4" FX T W56.2 U1 9'-7 3/4" FX T W66.2 U1 9'-7 3/4" FX T W76.2 U1 9'-7 3/4" FX T S2 7-11 1/4" 7'-11 1/2' SL OX T T2 7'-11 1/4" 7'-11 1/2" SL OX T U2 7'-11 1/4" 7'-11 1/2" SL OX T U2 7'-11 1/4" 7'-11 1/2" SL OX T U2 7'-11 1/4" 7'-11 1/2" SL OX T U2 7'-11 1/4" 7'-11 1/2" SL OX T U2 7'-11 1/4" 7'-11 1/2" SL OX T S3 7'-11 1/4" 2-31/8" FX T3 7-11 1/4" 1-91/8" FX U3 7-11 1/4" 2'-3" FX U3 7-11 1/4" 2'-3" FX U3 7-11 1/4" 2'-3" FX U3 7-11 1/4" 2'-3" FX U3 7-11 1/4" 2'-3" FX S4 7'-7 3/4" FX T4 9.-7 3/4" FX T U4 9'-7 3/4" FX T U4 9'-7 3/4" FX T U4 9'-7 3/4" FX T U4 9'-7 3/4" FX T U4 9'-7 3/4" FX T S5 4'-5" 4'-11" AW T5 4'-5" 2'-0" FX U5 4'-5" 2'-0" FX U5 4.-5" 2'-0" FX U5 4.-5" 2'-0" FX U5 4.-5" 2'-0" FX U5 4.-5" 2.-0" FX S6 4'-5" 2-83/4" FX T6 4.-5" 4'-11" AW U6 4.-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW U6 4'-5" 4'-11" AW T7 4'-5" 2'-8 3/4" FX U7 4'-5" 2'-8 3/4" FX U7 4'-5" 2'-8 3/4" FX U7 4'-5" 2'-8 3/4" FX U7 4'-5" 2'-8 3/4" FX U7 4'-5" 2'-8 3/4" FX W27.3 ZI 4'-5" 4'-11" AW W37.3 ZI 4.-5" 4'-11" AW W47.3 ZI 4.-5" 4'-11" AW W56.3 ZI 4.-5" 4'-11" AW W66.3 ZI 4.-5" 4'-11" AW W76.3 ZI 4.-5" 4'-11" AW WINDOW SCHEDULE A701 NOT TO SCALE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV v - CN CD CONSTRUCTION DOCUMENT REV THACA NY 7 SOUTH CAYUGA STR (N WINDOW WINDOW SCHEDULE A701 / / / / 3'-6" CD MIN 7'-9" BATHROOM TYPE G /2" = 1'-0" / / / / / BATHROOM TYPE H /2" = 1'-0" 5'-10" <P- 5'-10 3/8" 2'-10" TYP BATHROOM TYPE G /2" = 1'-0" 3'-10 3/4" TYP 1'-10 3/4" 2'-9" MIN & 3'-0" MAX 1'-6" 1,-10" 3P.7 SINGLE PIECE BAR SHOWER UNIT 4'-0" 6 \ BATHROOM TYPE H 1-9" A623 / 1/2" = 1'-0" 3'-3" TYP 1'-9" BATHROOM TYPE I 1/2" = 1'-0" SHOWER UNIT 3'-2 3/4" 1'-2 1/8", 3'-10 3/4" TYP <P-5> 1'-6" f SINGLE PIECE BAR 2'-9" MIN & 3'-0" MAX SHOWER UNIT BATHROOM TYPE I 1/2" = 1'-0" 4'-0" 4'-10 3/4" TYP CENTERED TUB SHOWER UNIT 5'-0" 3\ BATHROOM TYPE G 2'-9" MIN & 3'-0" MAX A623 / 1/2" = 1'-0" 3'-3" TYP 5'-3" 7 2 9 z 2 9) SHOWER UNIT jj 3'-2 3/4" 2'-6" BATHROOM TYPE H 1'-3" 1'-6" A623 1/2" = 1'-0" <P-5> 2'-7 1/2" CENTERED 1'-6" BATHROOM TYPE I 1/2" =1-0" 5'-10" 4 P-4 1'-0" EQ EQ 2'-7 k /2" CENTERED r• L• BATHROOM TYPE G 5'-10 3/8" KEY MAPLE HARDWOOD SMART CABINETRY STANDARD OVERLAY FLAT PLANEL - MERLOT FINISH - GRANITE COUNTERTOP & BACKSPLASH <P-1> PLUMBING TYPE NOTE 1. FUTURE GRAB BAR & PLATE TO BE CUSTOM MANUFACTURED (E.G. BENT) AS REQUIRED TO MAINTAIN 1 1/2" SPACE BETWEEN GRAB BAR AND WALL KEY NOTE NOT USED BLOCKING FOR FUTURE GRAB BAR (6) A623 1/2" = 1'-0" 8 U21 -A, U31 -A, U41 -A, U51 -A, U61 -A, U71 -A 1'-6" 5'-11" BATHROOM TYPE H (7) A623 1/2" = 1'-0" U11 -B1, U22 -B2, U32 -B2, U42 -B2, U52 -B2, U62 -B2, U72 -B2 BATHROOM TYPE I 1/2" = 1'-0" (7) U16-1, U27 -I, U37 -I, U47 -I, U56 -I, U66 -I, U76 -I CURVED SHOWER ROD 16" X 26" RECESSED MEDICINE CABINET LAVATORY WIDTH X 36" MIRROR w° FUTURE STAINLESS STEEL PLATE PLUMBING TYPE P-2 LAVATORY SINK SINGLE WHITE PORCELIAN UNDERMOUNT 17"X14"X7.8" LAVATORY FAUCET DELTA B501 LF CHROME SINGLE HANDLE P-3 TOILET AMERICAN STANDARD CADET PRO RIGHT HEIGHT ELONGATED TOILET WHITE VITREOUS CHINA 1.28 GPF 30.125" X 17.375" X 30.375" P-4 TUB -SHOWER & SURROUND AKER CM60-141000 FIBERGLASS SINGLE PIECE 60" X 33" X 73.5" TUB -SHOWER TRIM MOEN 82733 SERIES CROME HAND HELD SHOWER WAND WITH 59" METAL HOSE, HANDLE, TUB SPOUT P-5 SHOWER & SURROUND AQUATIC 1483EN FIBERGLASS SINGLE PIECE 48" X 38 3/4" X 77 1/4" SHOWER TRIM DELTA T13420 SERIES CROME SHOWER HEAD, HANDLE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N CO 0 v- 0 N U U 2 X z 0 C,) H- U - 0 J N- CO THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV CO 0 U) 0 N CONSTRUCTION DOCUMENT REV N- N 0 U) 0 N 0 BATHROOM ELEVATION A623 BATHROOM TYPE D 9 /2" = 1'-0" 5'-0" BATHROOM TYPE E /2" = 1'-0" 4'-6 1/2" 1'-0" 2'-6" 4'-10 3/4" TYP / MAX CENTERED BATHROOM TYPE F TUB SHOWER UNIT 5'-0" 2'-9" MIN & 3'-0" MAX A622 1/2" = 1'-0" 2'-10" TYP 3'-6" 1r-0" 4' J _ <P-4> C)t N 0 ± 6'-0 7/8" BATHROOM TYPE D /2" = 1'-0" 2'-10" TYP 2'-0" TUB SHOWER UNIT 2'-9" to <P-4 4 1,X U� 2'-0' 1'-0" 3'-6" c> - - - TUB SHOWER UNIT L 2'-9" z 2 0 z 2 9) N 6\ BATHROOM TYPE E ± 6'-0 7/8" A622 / 1/2" = 1'-0" X 2 z 2 2'-10" TYP CO W • EQ 2'-0" 2'-71/1/2" EQ TUB SHOWER UNIT 2'-9" CENTERED r• BATHROOM TYPE F /2" = 1'-0" LL LL 0" 1'-9" 3'-5 3/4" 4'-10 3/4" TYP LL LL X CENTERED' 1'-4" TUB SHOWER UNIT 3\ BATHROOM TYPE D 5'-0" 2'-9" MIN & 3'-0" MAX A622 / 1/2" = 1'-0" 7 4'-10 3/4" TYP 3'-5 3/4" TUB SHOWER UNIT 5'-0" BATHROOM TYPE E 1'-4" A6221 1/2" = 1'-0" 1'-0" 2'-6" 1'-0" BATHROOM TYPE F 1'-4" A622 / 1/2" =1-0" 4 BATHROOM TYPE D 04, 1'-9" A622 1/2" = 1'-0" 8 KEY MAPLE HARDWOOD SMART CABINETRY STANDARD OVERLAY FLAT PLANEL - MERLOT FINISH - GRANITE COUNTERTOP & BACKSPLASH <P-1> PLUMBING TYPE NOTE 1. FUTURE GRAB BAR & PLATE TO BE CUSTOM MANUFACTURED (E.G. BENT) AS REQUIRED TO MAINTAIN 1 1/2" SPACE BETWEEN GRAB BAR AND WALL KEY NOTE NOT USED BLOCKING FOR FUTURE GRAB BAR (3) U53 -F, U63 -F, U73 -F BATHROOM TYPE E (3) A622 1/2" = 1'-0" U54 -G, U64 -G, U74 -G 3'-6" ± 7'-11 5/8" BATHROOM TYPE F 1/2" = 1'-0" (7) U15 -H, U26 -H, U36 -H, U46 -H, U65 -H, U75 -H CURVED SHOWER ROD 16" X 26" RECESSED MEDICINE CABINET LAVATORY WIDTH X 36" MIRROR w° FUTURE STAINLESS STEEL PLATE PLUMBING TYPE P-2 LAVATORY SINK SINGLE WHITE PORCELIAN UNDERMOUNT 17"X14"X7.8" LAVATORY FAUCET DELTA B501 LF CHROME SINGLE HANDLE P-3 TOILET AMERICAN STANDARD CADET PRO RIGHT HEIGHT ELONGATED TOILET WHITE VITREOUS CHINA 1.28 GPF 30.125" X 17.375" X 30.375" P-4 TUB -SHOWER & SURROUND AKER CM60-141000 FIBERGLASS SINGLE PIECE 60" X 33" X 73.5" TUB -SHOWER TRIM MOEN 82733 SERIES CROME HAND HELD SHOWER WAND WITH 59" METAL HOSE, HANDLE, TUB SPOUT P-5 SHOWER & SURROUND AQUATIC 1483EN FIBERGLASS SINGLE PIECE 48" X 38 3/4" X 77 1/4" SHOWER TRIM DELTA T13420 SERIES CROME SHOWER HEAD, HANDLE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N C, 0 0 N U U 2 X z 0 C,) H- U - 0 J r -- CO THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV r 0 0 N C) CONSTRUCTION DOCUMENT REV N- N 0 0 N 0 BATHROOM ELEVATION A622 / / / / / / \ \ \ \ 5'-0" BATHROOM TYPE E /2" = 1'-0" 4'-6 1/2" 1'-0" 2'-6" 4'-10 3/4" TYP / MAX CENTERED BATHROOM TYPE F TUB SHOWER UNIT 5'-0" 2'-9" MIN & 3'-0" MAX A622 1/2" = 1'-0" 2'-10" TYP 3'-6" 1r-0" 4' J _ <P-4> C)t N 0 ± 6'-0 7/8" BATHROOM TYPE D /2" = 1'-0" 2'-10" TYP 2'-0" TUB SHOWER UNIT 2'-9" to <P-4 4 1,X U� 2'-0' 1'-0" 3'-6" c> - - - TUB SHOWER UNIT L 2'-9" z 2 0 z 2 9) N 6\ BATHROOM TYPE E ± 6'-0 7/8" A622 / 1/2" = 1'-0" X 2 z 2 2'-10" TYP CO W • EQ 2'-0" 2'-71/1/2" EQ TUB SHOWER UNIT 2'-9" CENTERED r• BATHROOM TYPE F /2" = 1'-0" LL LL 0" 1'-9" 3'-5 3/4" 4'-10 3/4" TYP LL LL X CENTERED' 1'-4" TUB SHOWER UNIT 3\ BATHROOM TYPE D 5'-0" 2'-9" MIN & 3'-0" MAX A622 / 1/2" = 1'-0" 7 4'-10 3/4" TYP 3'-5 3/4" TUB SHOWER UNIT 5'-0" BATHROOM TYPE E 1'-4" A6221 1/2" = 1'-0" 1'-0" 2'-6" 1'-0" BATHROOM TYPE F 1'-4" A622 / 1/2" =1-0" 4 BATHROOM TYPE D 04, 1'-9" A622 1/2" = 1'-0" 8 KEY MAPLE HARDWOOD SMART CABINETRY STANDARD OVERLAY FLAT PLANEL - MERLOT FINISH - GRANITE COUNTERTOP & BACKSPLASH <P-1> PLUMBING TYPE NOTE 1. FUTURE GRAB BAR & PLATE TO BE CUSTOM MANUFACTURED (E.G. BENT) AS REQUIRED TO MAINTAIN 1 1/2" SPACE BETWEEN GRAB BAR AND WALL KEY NOTE NOT USED BLOCKING FOR FUTURE GRAB BAR (3) U53 -F, U63 -F, U73 -F BATHROOM TYPE E (3) A622 1/2" = 1'-0" U54 -G, U64 -G, U74 -G 3'-6" ± 7'-11 5/8" BATHROOM TYPE F 1/2" = 1'-0" (7) U15 -H, U26 -H, U36 -H, U46 -H, U65 -H, U75 -H CURVED SHOWER ROD 16" X 26" RECESSED MEDICINE CABINET LAVATORY WIDTH X 36" MIRROR w° FUTURE STAINLESS STEEL PLATE PLUMBING TYPE P-2 LAVATORY SINK SINGLE WHITE PORCELIAN UNDERMOUNT 17"X14"X7.8" LAVATORY FAUCET DELTA B501 LF CHROME SINGLE HANDLE P-3 TOILET AMERICAN STANDARD CADET PRO RIGHT HEIGHT ELONGATED TOILET WHITE VITREOUS CHINA 1.28 GPF 30.125" X 17.375" X 30.375" P-4 TUB -SHOWER & SURROUND AKER CM60-141000 FIBERGLASS SINGLE PIECE 60" X 33" X 73.5" TUB -SHOWER TRIM MOEN 82733 SERIES CROME HAND HELD SHOWER WAND WITH 59" METAL HOSE, HANDLE, TUB SPOUT P-5 SHOWER & SURROUND AQUATIC 1483EN FIBERGLASS SINGLE PIECE 48" X 38 3/4" X 77 1/4" SHOWER TRIM DELTA T13420 SERIES CROME SHOWER HEAD, HANDLE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N C, 0 0 N U U 2 X z 0 C,) H- U - 0 J r -- CO THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV r 0 0 N C) CONSTRUCTION DOCUMENT REV N- N 0 0 N 0 BATHROOM ELEVATION A622 9 EQ 2'-7111/2" EQ CENTERED 1'-0" U- / / / BATHROOM TYPE A /2" = 1'-0" 1'-0" 3'-6" 04 • / / / / MIN 7'-9" BATHROOM TYPE B /2" = 1'-0" / / / / / / 3'-6" MIN 7'-9" BATHROOM TYPE C 2'-9" MIN & 3'-0" MAX A62 1/2" = 1'-0" 4'-10 3/4" TYP TUB SHOWER UNIT 5'-0" BATHROOM TYPE A /2" = 1-0" 1'-9" EQ 2'-711 /2" EQ CENTERED F 1'-0" 6 \ BATHROOM TYPE B 2'-9" MIN & 3'-0" MAX A621 1 1/2" = 1'-0" EQ C', 06 O N` 2'-7111/2" EQ CENTERED r• U_ 11. BATHROOM TYPE C /2" = 1'-0" MIN 6'-4" MIN &6"MAX 6'-4" X 2 9 C'> z 2 9) N TUB SHOWER UNIT, 2'-9" 3 4' 2'-0" 2'-6" BATHROOM TYPE A 1'-0" 1'-6" 1'-4" A6211 1/2" = 1-0" 7 4'-10 3/4" TYP N ENTERED TUB SHOWER UNIT 5'-0" BATHROOM TYPE B 1'-9" A621 1/2" = 1-0" 4'-10 3/4" TYP N • cm '-10\ <P-4> A'"� CENTERED AX 2'-9" MIN & 3'-0" MAX 1'-9" J BATHROOM TYPE C TUB SHOWER UNIT 5'-0" A621 1/2" = 1-0" 4 3'-6" 6'-11" BATHROOM TYPE A KEY MAPLE HARDWOOD SMART CABINETRY STANDARD OVERLAY FLAT PLANEL - MERLOT FINISH - GRANITE COUNTERTOP & BACKSPLASH <P-1> PLUMBING TYPE NOTE 1. FUTURE GRAB BAR & PLATE TO BE CUSTOM MANUFACTURED (E.G. BENT) AS REQUIRED TO MAINTAIN 1 1/2" SPACE BETWEEN GRAB BAR AND WALL KEY NOTE NOT USED BLOCKING FOR FUTURE GRAB BAR (7) A621 1/2" = 1'-0" 2'-10" TYP U11 -B1, U22 -B2, U32 -B2, U42 -B2, U52 -B2, U62 -B2, U72 -B2 MIN 6-4" (A62 1/2" = 1'-0" 8 TUB SHOWER UNIT/jt, 2'-9" 2'-6" BATHROOM TYPE B 1'-0" MIN 1'-6" 1'-4" (4) MIN 6'-4" U12 -C1, U23 -C2, U33 -C2, U43 -C2 2'-10" TYP 1'-4" MIN 1'-6" 1'-0" BATHROOM TYPE C 1/2" = 1'-0" 2'-6" TUB SHOWER UNIT 2'-9" (15) U13 -D, U24 -D, U34 -D, U44 -D, U14 -E, U25 -E, U35 -E, U45 -E U16 -I, U27 -I, U37 -I, U47 -I, U56 -I, U66 -I, U76 -I CURVED SHOWER ROD 16" X 26" RECESSED MEDICINE CABINET LAVATORY WIDTH X 36" MIRROR w° FUTURE STAINLESS STEEL PLATE PLUMBING TYPE P-2 LAVATORY SINK SINGLE WHITE PORCELIAN UNDERMOUNT 17"X14"X7.8" LAVATORY FAUCET DELTA B501 LF CHROME SINGLE HANDLE P-3 TOILET AMERICAN STANDARD CADET PRO RIGHT HEIGHT ELONGATED TOILET WHITE VITREOUS CHINA 1.28 GPF 30.125" X 17.375" X 30.375" P-4 TUB -SHOWER & SURROUND AKER CM60-141000 FIBERGLASS SINGLE PIECE 60" X 33" X 73.5" TUB -SHOWER TRIM MOEN 82733 SERIES CROME HAND HELD SHOWER WAND WITH 59" METAL HOSE, HANDLE, TUB SPOUT P-5 SHOWER & SURROUND AQUATIC 1483EN FIBERGLASS SINGLE PIECE 48" X 38 3/4" X 77 1/4" SHOWER TRIM DELTA T13420 SERIES CROME SHOWER HEAD, HANDLE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N CO 0 v- 0 N U U 2 X C!) z O C,) H- U - 0 J N- O THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV co O 0 N O CONSTRUCTION DOCUMENT REV N- N 0 0 N 0 BATHROOM ELEVATION A621 KITCHEN TYPE I 1/2" = 1'-0" 2'-6" 1 3'-0" 2'-0" '43/4„ 3/4" 2'-8 1/4" 10 TOTAL U11 -B1, U22 -B2, U32 -B2, U42 -B2, U52 -B2, U62 -B2, U72 -B2, U54 -G, U64 -G, U74 -G KITCHEN TYPE H 1/2" = 1-0" 20 TOTAL U11 -B1, U22 -B2, U32 -B2, U42 -B2, U52 -B2, U62 -B2, U72 -B2, U53 -F, U63 -F U73 -F, U54 -G, U64 -G, U74 -G, U16 -I, U27 -I, U37 -I, U47 -I, U56 -I, U66 -I, U76 -I KITCHEN TYPE J A61.211/2" = 1'-0" I ,, 0 co • M 2'-1" czr N 0 2'-0" 2 SECTION A612 / 1/2" = 1'-0" WICERMICSIWE 0 0 • 2'-8 1/4" 3/4"/ 2'-0" SECTION 1/2" = 1'-0" C') N O KEY MAPLE HARDWOOD SMART CABINETRY ROCKPORT (STANDARD OVERLAY) - GINGER COLOR -GRANITE COUNTERTOP & BACKSPLASH 2CM - G623 COLOR APPLIANCE TYPE PLUMBING TYPE KEY NOTE NOT USED (3) SHELVES WITH SIDE CLEATS SCREWED TO ADJACENT CABINET APPLIANCE TYPE A-1 18.2 CU FT REFRIGERATOR WITH ICE MAKER WHIRLPOOL WRT138FZDM 29 3/4" X 33 1/2" X 65 7/8" A-2 BUILT-IN DISHWASHER WHIRLPOOL WDF520PADM 23 7/8" X 25 1/4" X MIN 33 1/2" A-3 5.3 CU FT FREE-STANDING ELECTRIC RANGE GE JB250RFSS 29 7/8" X 28" X 47" A-4 NON -VENTED RANGE HOOD BROAN 413004 29 7/8" X 17 1/2" X 6" 10 TOTAL U53 -F, U63 -F, U73 -F, U16 -I, U27 -I, U37 -I, U47 -I, U56 -I, U66 -I, U76 -I PLUMBING TYPE P-1 KITCHEN FAUCET DELTA 175 -DST CHROME SINGLE HANDLE WITH SPRAYER KITCHEN SINK STAINLESS SINGLE BOWL UNDERMOUNT 16" X 28" X 9" GARBAGE DISPOSER IN SINK ERATOR BADGER 1 - 1/3 HP 6" X 6" X 11 3/8" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: U u, J 00 J � w CONSTRUCTION DOCUMENT N CO 0 O N U U 2 X co z O cn H- U- 0 J CO THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV O N O CONSTRUCTION DOCUMENT REV O N 0 KITCHEN ELEVATION A612 KITCHEN TYPE A - ACCESSIBLE 0 TOTAL A611 1 1/2" = 1-0" KITCHEN TYPE C 1/2" = 1'-0" 2'-6" 1 3'-0" 2'-0" '43/4„ 3/4" 2'-8 1/4" KITCHEN TYPE E 1/2" = 1'-0" 3'-0" 2'-6" 3'-0" 2'-0" `3/4" 2'-8 1 /4" NOT USED 4 TOTAL U12 -C1, U23 -C2, U33 -C2, U43 -C2 7 TOTAL U15 -H, U26 -H, U36 -H, U46 -H, U65 -H, U75 -H 2KITCHEN TYPE B A611 1/2" = 1-0" KEY MAPLE HARDWOOD SMART CABINETRY ROCKPORT (STANDARD OVERLAY) - GINGER COLOR -GRANITE COUNTERTOP & BACKSPLASH 2CM - G623 COLOR APPLIANCE TYPE PLUMBING TYPE KEY NOTE NOT USED (3) SHELVES WITH SIDE CLEATS SCREWED TO ADJACENT CABINET APPLIANCE TYPE 4 TOTAL KITCHEN TYPE D 2'-8 1/4" 3/4" 2'-0" CO co c) 0 0 • N O (V c) N O 0 0 • U13 -D, U24 -D, U34 -D, U44 -D 4 TOTAL A611 1/2" = 1'-0" KITCHEN TYPE F 1/2" = 1'-0" 6 TOTAL U21 -A, U31 -A, U41 -A, U51 -A, U61 -A, U71 -A U14 -E, U25 -E, U35 -E, U45 -E 3/4"/ 2' 0" KITCHEN TYPE G 1/2" = 1'-0" 6 TOTAL U21 -A, U31 -A, U41 -A, U51 -A, U61 -A, U71 -A A-1 18.2 CU FT REFRIGERATOR WITH ICE MAKER WHIRLPOOL WRT138FZDM 29 3/4" X 33 1/2" X 65 7/8" A-2 BUILT-IN DISHWASHER WHIRLPOOL WDF520PADM 23 7/8" X 25 1/4" X MIN 33 1/2" A-3 5.3 CU FT FREE-STANDING ELECTRIC RANGE GE JB250RFSS 29 7/8" X 28" X 47" A-4 NON -VENTED RANGE HOOD BROAN 413004 29 7/8" X 17 1/2" X 6" PLUMBING TYPE P-1 KITCHEN FAUCET DELTA 175 -DST CHROME SINGLE HANDLE WITH SPRAYER KITCHEN SINK STAINLESS SINGLE BOWL UNDERMOUNT 16" X 28" X 9" GARBAGE DISPOSER IN SINK ERATOR BADGER 1 - 1/3 HP 6" X 6" X 11 3/8" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: U u, J CO J � w CONSTRUCTION DOCUMENT N C") 0 O N U U 2 X z O CO THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV O N O CONSTRUCTION DOCUMENT REV O N 0 KITCHEN ELEVATION A611 NTERIOR ELEVATION 1/2" = 1'-0" • N O Co 2" X 3 1/4" X 0' 0' TRIM, BOT 6'-9 3/4" AFF • NTERIOR ELEVATION /2" = 1'-0" ± 2'-9 3/4" 5'-0" 5'-0" +5"/ 4 TOTAL U13 -D, U24 -D, U34 -D, U44 -D ± 4 3/8" O • INTERIOR ELEVATION A601 1/2" = 1-0" 1 - co "ED CUT ALUMINUM TRACK AT COLUMN IN UNIT TYPE E M L 11 N rL 5'-0" 11111111 5'-0" i ± 2 5/8" / i 8 TOTAL NTERIOR ELEVATION A601 1/2" = 1-0" SECTION DETAIL 3" = 1'-0" 1/2" X 3 1/4" MDF TRIM, BOT 6'-9 3/4" AFF ALUMINUM FASCIA TRACK, TOP PAN HEAD SCREW NOT SUPPLIED IN SET STANDARD TRACK WITH HANGER PLACED 2" FROM EDGE OF FRAME 3/4" X 1 3/4" SELECT PINE AT TOP FRAME WITH (2) #6 COUNTER HEAD X 1 1/4" SCREWS #12 PAN HEAD X 1 1/4" SCREW 10MM (3/8") TWIN WALL POLYCARBONATE SHEET GLUED IN 1/4" DEEP GROOVE AT INSIDE FRAME PERIMETER (GROOVE WILL BE EXPOSED AT TOP & BOTTOM FRAME) 3/4" X 1 3/4" SELECT PINE AT SIDE, BUTT JOINT AT TOP & BOT FRAME (2) 3/4" X 1 3/4" SELECT PINE AT MIDDLE EACH WITH (2) #6 COUNTER HEAD X 1 1/4" SCREWS, BUTT JOINT AT FRAME PERIMETER 1/2" X 3 1/4" MDF TRIM 3/4" X 1 3/4" SELECT PINE AT BOT FRAME WITH (2) #6 COUNTER HEAD X 1 1/4" SCREWS #12 DOOR GUIDE WITH (2) #6 PAN HEAD X 3/4" SCREWS ELEVATION DETAIL 3" = 1'-0" U12 -C, U23 -C, U33 -C, U43 -C U14 -E, U25 -E, U35 -E, U45 -E 6 TOTAL U53 -F, U63 -F, U73 -F U54 -G, U64 -G, U74 -G 1/2" X 3 1/4" MDF TRIM, BOT 6'-9 3/4" AFF ALUMINUM FASCIA TRACK, TOP PAN HEAD SCREW NOT SUPPLIED IN SET STANDARD TRACK WITH HANGER PLACED 2" FROM EDGE OF FRAME 3/4" X 1 3/4" SELECT PINE AT TOP FRAME WITH (2) #6 COUNTER HEAD X 1 1/4" SCREWS #12 PAN HEAD X 1 1/4" SCREW 10MM (3/8") TWIN WALL POLYCARBONATE SHEET GLUED IN 1/4" DEEP GROOVE AT INSIDE FRAME PERIMETER (GROOVE WILL BE EXPOSED AT TOP & BOTTOM FRAME) 3/4" X 1 3/4" SELECT PINE AT SIDE, BUTT JOINT AT TOP & BOT FRAME (2) 3/4" X 1 3/4" SELECT PINE AT MIDDLE EACH WITH (2) #6 COUNTER HEAD X 1 1/4" SCREWS, BUTT JOINT AT FRAME PERIMETER 1/2" X 3 1/4" MDF TRIM 3/4" X 1 3/4" SELECT PINE AT BOT FRAME WITH (2) #6 COUNTER HEAD X 1 1/4" SCREWS #12 DOOR GUIDE WITH (2) #6 PAN HEAD X 3/4" SCREWS KEY NOTE ( 4C HORIZONTAL MAILBOX #3714D-15 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT U U 2 X co z 0 THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV 0 N INTERIOR ELEVATION 1/2" DETAIL SECTION 7 5/8" CMU BLOCK ASSEMBLY TYPE N3 1 1/4" INSIDE DIAMETER METAL PIPE HANDRAIL ATTACHMENT TO WALL DESIGNED BY FABRICATOR IN ACCORDANCE WITH ALL STRUCTURAL LOADING REQUIREMENTS A523 / 3" = 1'-0" 2 TOP RISER EXTENDED HORIZONTALLY 1'-0" DETAIL SECTION k A523 3" = 1'-0" EXTENDED HORIZONTALLY 1'-0" iS NTINUE •PE 11" 3 k DETAIL SECTION BEYOND TTOM RISER 1 1/4" INSIDE DIAMETER METAL PIPE HIANDRAIL ATTACHMENT TO WALL DESIGNED BY FABRICATOR IN ACCORDANCE WITH Pin STRUCTURAL LOADING REQUIREMENtS SIM AT HANDRAIL ATTACHED TO GUAry2D RAIL A523 3" = 1'-0" L 4" MAX 2 TREAD 11" MAX GUARDRAIL 3'-6" AFF CO \ /2 NOTE 1. CONCRETE PAN & STEEL STRINGER DESIGNED BY FABRICATOR FOR 100# / SF LIVE LOAD, TYP 2. FABRICATOR SHALL PREPARE DETAILED SHOP DRAWINGS DESCRIBING COMPONENT, TYPE, SIZE, DIMENSION, GAUGE, ANCHORS, HANGER DETAILS, CONNECTIONS, WELDS TO OTHER COMPONENTS AND/OR TRADES FOR REVIEW BY ARCHITECT 3. FABRICATOR SHALL FIELD MEASURE BUILDING PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION 4. STAIR DESIGN AND FABRICATION TO COMPLY WITH NAAMM STANDARDS FOR COMMERCIAL CLASS METAL STAIR CONSTRUCTION 1 1/4" INSIDE DIAMETER METAL PIPE GUARDRAIL HANDRAIL CONTINUOUS BETWEEN FLIGHTS HANDRAIL 2'-10" AFF RISER 7" MAX ATTACHMENT DESIGNED BY FABRICATOR TO PROVIDE 1 1/2" CLEAR SPACE BTWN HANDRAIL AND GUARDRAIL, WELD ALL CONNECTIONS 1 1/4" INSIDE DIAMETER METAL PIPE HANDRAIL 1/2" ROUND STOCK BALLUSTERS CENTERED ON VERTICAL SUPPORTS, WELD ALL CONNECTIONS 1 1/4" INSIDE DIAMETER METAL PIPE, TYP 4 DETAIL SECTION ATTACHMENT TO WALL DESIGNED BY FABRICATOR IN ACCORDANCE WITH ALL STRUCTURAL LOADING REQUIREMENTS CONCRETE PAN & STEEL STRINGER DESIGNED BY FABRICATOR FOR 100# / SF LIVE LOAD, TYP A523 3" = 1'-0" OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J 2 X (1) cn F- LL 0 J O U) CO THACA NY 7 SOUTH CAYUGA STRE N DETAIL SECTION A523 1 DETAIL SECTION 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" CEMENT BACKER BOARD 7/8" METAL STUD FURRING WITH POLYISCYANURATE (ISO) R-5.4 INSUL FLUID APPLIED WATERPROOF AIR MEMBRANE 5/8" DENSGLASS GOLD SHEATHING METAL FLASHING (MATCH PELLA M120 PROFILE) STARTER TRACK WITH WEEP HOLES 4" METAL STUD ALUMINUM CLAD WOOD WINDOW SYSTEM A522 3" = 1'-0" 4 II` 7'-10" ROUGH OPENING a I DETAIL SECTION 4" METAL STUD ASSEMBLY TYPE P1 STARTER TRACK WITH WEEP HOLES METAL FLASHING ALUMINUM CLAD WOOD WINDOW SYSTEM WITH SILL PAN METAL FLASHING (PELLA M120) 4" METAL STUD WITH 5/8" SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 7/8" METAL STUD FURRING WITH POLYISCYANURATE (ISO) R-5.4 INSUL 1/2" CEMENT BACKER BOARD 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER 45° CHAMFER AT TOP OF BELOW GRADE EIFS CONC TURN DOWN SLAB ASSEMBLY TYPE L1 A522 ' = 2 DETAIL SECTION ALUMINUM CLAD WOOD WINDOW SYSTEM 4" METAL STUD SILL PAN METAL FLASHING (PELLA M120) 1X3 PRESSURE TREATED BLOCKING 5/8" DENSGLASS GOLD SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 7/8" METAL STUD FURRING WITH POLYISCYANURATE (ISO) R -5A INSUL 1/2" CEMENT BACKER BOARD 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER A522 / 3" = 1-0" 1' A522 L ° I . a a I a a 5 DETAIL SECTION 4" METAL STUD ASSEMBLY TYPE P1 STARTER TRACK WITH WEEP HOLES METAL FLASHING (MATCH PELLA M120 PROFILE) 1/2" BLUESTONE AS NOTED BELOW STARTER TRACK WITH WEEP HOLES METAL FLASHING ALUMINUM CLAD WOOD WINDOW SYSTEM WITH SILL PAN METAL FLASHING (PELLA M120) 4" METAL STUD 5/8" DENSGLASS GOLD SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 7/8" METAL STUD FURRING WITH POLYISCYANURATE (ISO) R -5A INSUL 1/2" CEMENT BACKER BOARD 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER STARTER TRACK WITH WEEP HOLES AND 45° CHAMFER AT TOP OF BELOW GRADE EIFS CONC TURN DOWN SLAB ASSEMBLY TYPE L1 A522 / 1" = (A52 3" = 1'-0" 3 DETAIL SECTION 4" METAL STUD ASSEMBLY TYPE P1 5/8" DENSGLASS GOLD SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 2" EXP POLYSTYRENE (EPS) R-7.7 INSULATION ACRYLIC FINISH WITH MESH & BASE COAT STARTER TRACK WITH WEEP HOLES METAL FLASHING (MATCH PELLA M120 PROFILE) 5/8" DENSGLASS GOLD SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 7/8" METAL STUD FURRING WITH POLYISCYANURATE (ISO) R-5.4 INSUL 1/2" CEMENT BACKER BOARD 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER NOTE: DETAIL SIM AT 7 5/8" CMU BLOCK 6 A522 L_ a DETAIL SECTION " = 1'-0" 4" METAL STUD ASSEMBLY TYPE P1 5/8" DENSGLASS GOLD SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 2" EXP POLYSTYRENE (EPS) R-7.7 INSULATION ACRYLIC FINISH WITH MESH & BASE COAT 4" METAL STUD 5/8" DENSGLASS GOLD SHEATHING STARTER TRACK WITH WEEP HOLES METAL FLASHING (MATCH PELLA M120 PROFILE) FLUID APPLIED WATERPROOF AIR MEMBRANE 7/8" METAL STUD FURRING WITH POLYISCYANURATE (ISO) R-5.4 INSUL 1/2" CEMENT BACKER BOARD 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER STARTER TRACK WITH WEEP HOLES AND 45° CHAMFER AT TOP OF BELOW GRADE EIFS NOTE: DETAIL SIM AT 7 5/8" CMU BLOCK CONC TURN DOWN SLAB ASSEMBLY TYPE L1 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: U Lf) J co J � CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U U 2 X co z 0 DETAIL SECTION THACA NY 7 SOUTH CAYUGA STR N 9 3/8" TYPE 02 w ^w 1 >- ✓ 1,-1" OC COLUMN L NE 913/8" TYPE N 1 DETAIL SECTION 3" = 1-0" Lu 0 0c COL UMN LIN 9 3/8" TYPE N 5 DETAIL SECTION TOP 15'-0" ABOVE LEVEL 70 AT EL. 493'-9" .040" PRE -FINISHED ALUMNIUM COPING .045" FULL ADHERED LS -FR EPDM MEMBRANE 2X PRESSURE TREATED BLOCKING .045" FULL ADHERED LS -FR EPDM MEMBRANE 3.2" POLYISOCYANURATE (ISO) R-20 INSUL FLUID APPLIED WATERPROOF AIR MEMBRANE 1 5/8" EXP POLYSTYRENE (EPS) R-6.25 INSUL ACRYLIC FINISH WITH MESH & BASE COAT 3/4" V -GROOVE AT BOTTOM OF STRUCTURE CONTINUOUS ANGLE WITH THROUGH BOLT AS NOTED IN STRUCTURAL DRAWINGS CONTINUOUS CMU BOND BEAM AS NOTED IN STRUCTURAL DRAWINGS 3/4" V -GROOVE AT BOTTOM OF STRUCTURE A521 1 3" = "0C COLUMN LIN /4" TYPE M1 9 DETAIL SECTION 7 5/8" CMU BLOCK FLUID APPLIED WATERPROOF AIR MEMBRANE 1 5/8" EXP POLYSTYRENE (EPS) R-6.25 INSUL ACRYLIC FINISH WITH MESH & BASE COAT STARTER TRACK WITH WEEP HOLES AND 45° BEVEL AT TOP OF BELOW GRADE EIFS 7 5/8" CMU BLOCK ASSEMBLY TYPE M1 DRYFLEX ACRYLIC CO -POLYMER WATER-RESISTANT BASE COAT AND ADHESIVE NOTCHED TROWEL DRAINAGE MEDIUM 1/2" EXT POLYSTYRENE (XPS) R-7.5 INSUL REINFORCING MESH EMBEDDED IN DRYFLEX BASE COAT WITH ACRYLIC FINISH BACK WRAP TERMINATION AT GRADE BEAM A521 / 3" = 1-0" 9 3/8" TYPE 02 w ^w 0 >- ✓ 1'-0" OC COLUMN LINE 7 3/8" TYPE P 2 DETAIL SECTION TOP 13'-0" ABOVE LEVEL 70 AT EL. 491'-8" .040" PRE -FINISHED ALUMNIUM COPING .045" FULL ADHERED LS -FR EPDM MEMBRANE 2X PRESSURE TREATED BLOCKING .045" FULL ADHERED LS -FR EPDM MEMBRANE 3.2" POLYISOCYANURATE (ISO) R-20 INSUL 5/8" DENSGLASS GOLD SHEATHING FLUID APPLIED WATERPROOF AIR MEMBRANE 2" EXP POLYSTYRENE (EPS) R-7.7 INSUL ACRYLIC FINISH WITH MESH & BASE COAT 3/4" V -GROOVE AT BOTTOM OF STRUCTURE A521 1 3" = 1'-0" j(1 3/4"j( DETAIL SECTION " = 1'-0" ALUMINUM CLAD WOOD WINDOW SYSTEM SILL PAN METAL FLASHING WITH END DAM WINDOW SYSTEM SUB SILL 3/4" WOOD TRIM JAMB EXTENSION 1X3 PRESSURE TREATED BLOCKING PRESSURE TREATED BLOCKING IF NECESSARY DUPLEX RECEPTACLE HORIZONTAL 1/2" MDF TRIM PAINTED 4" METAL STUD ASSEMBLY TYPE P1 3/4" V -GROOVE AT BOTTOM OF STRUCTURE 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE ALUMINUM CLAD WOOD WINDOW SYSTEM METAL FLASHING FLUID APPLIED WATERPROOF AIR MEMBRANE 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 1/2" BLUESTONE WITH GROUT LEASE AT EXPOSED FACE AND SANDED GROUT AT 1/4" JOINTS SPECIFIED BY INSTALLER 45° CHAMFER AT TOP OF BELOW GRADE EIFS 1' 0" OC COLUMN LINE DRYFLEX ACRYLIC CO -POLYMER WATER-RESISTANT BASE COAT AND ADHESIVE 1 1/2" EXT POLYSTYRENE (XPS) R-7.5 INSUL REINFORCING MESH EMBEDDED IN DRYFLEX BASE COAT WITH ACRYLIC FINISH N� 3 DETAIL SECTION 3.2" POLYISOCYANURATE (ISO) R-20 INSUL & FULLY ADHERED EPDM MEMBRANE .045" FULLY ADHERED EPDM MEMBRANE STRIP -IN (2) 5/8" PRESSURE TREATED PLYWOOD SLOPED 2X PRESSURE TREATED BLOCKING 1 1/4" INSIDE DIAMETER ROOF HATCH GUARDRAIL WELDED TO 4" X 4" X 1/4" PLATE SCREWED TO CONCRETE PLANK 8" X 0.32" PRE FINIS ED ALUMINUM GUTTER FLUID APPLIED W RPROOF AIR MEMBRANE 1 5/8" EXP PO L TYRENE (EPS) R-6.25 INSUL ACRYLId FINISH WITH MESH & BASE COAT 3/4" V-GFFOOVE AT BOTTOM OF STRUCTURE 4" X .032' PRE -FINISHED ALUMINUM DOWNSPOUT A521 1 3" = 1'-0" 7 j(1 3/4" DETAIL SECTION - FALSE BALCONY FALSE BALCONY GUARDRAIL BEYOND SILL PAN METAL FLASHING WITH END DAM ALUMINUM CLAD WOOD PATIO DOOR SYSTEM 3/4" WOOD TRIM JAMB EXTENSION 1X3 PRESSURE TREATED BLOCKING PRESSURE TREATED BLOCKING IF NECESSARY 1/2" MDF TRIM PAINTED 4" METAL STUD ASSEMBLY TYPE P1 3/4" V -GROOVE AT BOTTOM OF STRUCTURE 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE ALUMINUM CLAD WOOD WINDOW SYSTEM METAL FLASHING A521 3" = 1'-0" N w, 0 '-0" OC COLUMN LINE 7 3/8" TYPE P 3.2" POLYISOCYANURATE (ISO) R-20 INSUL & FULLY ADHERED EPDM MEMBRANE .045" FULLY ADHERED EPDM MEMBRANE STRIP -IN (2) 5/8" PRESSURE TREATED PLYWOOD SLOPED 2X PRESSURE TREATED BLOCKING 8" X 0.32" PRE FINIS ED ALUMINUM GUTTER 5/8" DENSGLASS GO _D SHEATHING FLUID APPLIED W RPROOF AIR MEMBRANE 2" EXP POLYS RENE (EPS) R-7.7 INSUL 4 DETAIL SECTION ACRYLId FINISH WITH MESH & BASE COAT 3/4" V -GROOVE AT BOTTOM OF STRUCTURE 4" X .032', PRE -FINISHED ALUMINUM DOWNSPOUT A521 1 3" = 3/4" WOOD TRIM JAMB EXTENSION ALUMINUM CLAD WOOD PATIO DOOR SYSTEM 5/4" PRESSURE TREATED PLYWOOD SILL PAN METAL FLASHING WITH END DAM BEHIND BALCONY TO WINDOW SYSTEM BELOW PRECAST SOLID CONCRETE PLANK BALCONY 8 1 3/4" 1" POLYISOCYANURATE (ISO) INSULATION 4m' METAL STUD ASSEMBLY`TYPE R1 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE ALUMINUM CLAD WOOD WINDOW SYSTEM DETAIL SECTION - BALCONY A521 3" = 12 3/4" WOOD TRIM JAMB EXTENSION ALUMINUM CLAD WOOD PATIO DOOR SYSTEM SILL PAN METAL FLASHING WITH END DAM 1/2" ASPHALT EXPANSION JOINT 6" CONCRETE PAD CONC TURN DOWN SLAB ASSEMBLY TYPE L1 DRYFLEX ACRYLIC CO -POLYMER WATER-RESISTANT BASE COAT AND ADHESIVE NOTCHED TROWEL DRAINAGE MEDIUM /2 EXT POLYSTYRENE (XPS) R-7.5 INSUL REINFORCING MESH EMBEDDED IN DRYFLEX BASE COAT WITH ACRYLIC FINISH BACK WRAP TERMINATION AT GRADE BEAM DETAIL SECTION - WALK OUT A521 3" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 W CC CZ CONSTRUCTION DOCUMENT 20140528 CONSTRUCTION DOCUMENT REV co CONSTRUCTION DOCUMENT REV U Lo J co J � W U 2 X co z 0 CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV N CO 10 N N N- CO V LO LO r r r O O O N N N DETAIL SECTION CONSTRUCTION DOCUMENT REV CO A521 0 ' N 0 z_ ce U- Z 0 0 io N N 0 • 0 DETAIL PLAN FIRE DEPARTMENT CONNECTION 2 LAYERS 5/8" TYPE X GYPSUM BOARD 1 5/8" METAL STUD 25 GA FURRING CHANNEL W12X72 STEEL COLUMN 4" METAL STUD ASSEMBLY TYPE P1 A513 / 1" = 1-0" (A51 1" = 1'-0" 2 DETAIL PLAN 3 5/8" METAL STUD ASSEMBLY TYPE U1 2 LAYERS 5/8" TYPE X GYPSUM BOARD 1 5/8" METAL STUD 25 GA FURRING CHANNEL W12X72 STEEL COLUMN 7 5/8" CMU BLOCK ASSEMBLY TYPE N2 4" METAL STUD ASSEMBLY TYPE P1 OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV U Lo J co J � W U 2 X z 0 CONSTRUCTION DOCUMENT REV o o co 0) 0) O O d' d' O O N N O N - DETAIL PLAN THACA NY 7 SOUTH CAYUGA STR N 1 N m DETAIL SECTION CONTINUOUS ALUMINUM SILL FLASHING ALUMINUM MULLION COVER WINDOW TRIM ALUMINUM CLAD WOOD WINDOW SYSTEM 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE A51,V 3" = 1'-0" ,1 3 U 0 D `1 3 4" DETAIL SECTION CONTINUOUS ALUMINUM SILL FLASHING ALUMINUM MULLION COVER WINDOW TRIM ALUMINUM CLAD WOOD WINDOW SYSTEM 4" METAL STUD ASSEMBLY TYPE R1 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE 2 DETAIL SECTION ALUMINUM CLAD WOOD PATIO DOOR SYSTEM PRESSURE TREATED BLOCKING AT PATIO DOOR HINGE & FALSE BALCONY GUARDRAIL FALSE BALCONY GUARDRAIL WELDED TO 2" X 4" X 1/4" PLATE SCREWED TO ALUMINUM MULLION COVER WINDOW TRIM CONTINUOUS ALUMINUM SILL FLASHING ALUMINUM MULLION COVER WINDOW TRIM ALUMINUM CLAD WOOD WINDOW SYSTEM 4" METAL STUD ASSEMBLY TYPE R1 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE A512 / 3" = 1-0" 1 3%4" TYPE T2 OC 3f4" DETAIL SECTION = 1'-0" = 1'-0" 3/4" WOOD TRIM JAMB EXTENSION 4" METAL STUD ASSEMBLY TYPE P1 ALUMINUM CLAD WOOD WINDOW SYSTEM ALUMINUM SILL FLASHING WINDOW BLIND AS NOTED IN BLIND SCHEDULE CO N CO N - 3 DETAIL SECTION ALUMINUM CLAD WOOD PATIO DOOR SYSTEM PRESSURE TREATED BLOCKING AT PATIO DOOR HINGE & FALSE BALCONY GUARDRAIL HSS 5X5 AS NOTED IN STRUCTURAL DRAWINGS CONTINUOUS ALUMINUM SILL FLASHING ALUMINUM MULLION COVER WINDOW TRIM ALUMINUM CLAD WOOD WINDOW SYSTEM 6" METAL STUD ASSEMBLY TYPE Q1 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE A512 3" = 1'-0" WINDOW BLIND AS NOTED IN BLIND SCHEDULE 3/4" WOOD TRIM JAMB EXTENSION ALUMINUM CLAD WOOD WINDOW SYSTEM 4" METAL STUD ASSEMBLY TYPE R1 CONTINUOUS ALUMINUM SILL FLASHING ALUMINUM MULLION COVER WINDOW TRIM CONTINUOUS ALUMINUM SILL FLASHING ALUMINUM MULLION COVER WINDOW TRIM ALUMINUM CLAD WOOD WINDOW SYSTEM 4" METAL STUD ASSEMBLY TYPE R1 3/4" WOOD TRIM JAMB EXTENSION WINDOW BLIND AS NOTED IN BLIND SCHEDULE 6 DETAIL SECTION A512J 3" = DETAIL SECTION 3" = 1'-0" 8 A512 DETAIL SECTION 3" = 1'-0" ALUMINUM SILL FLASHING ALUMINUM CLAD WOOD PATIO DOOR SYSTEM PRESSURE TREATED BLOCKING AT PATIO DOOR HINGE & FALSE BALCONY GUARDRAIL ALUMINUM MULLION COVER WINDOW TRIM HSS 5X5 AS NOTED IN STRUCTURAL DRAWINGS 6" METAL STUD ASSEMBLY TYPE Q1 ASSEMBLY TYPE T2 RESILIENT CHANNEL AS NOTED IN FLOOR PLAN SERIES A100 3/4" WOOD TRIM JAMB EXTENSION 4" METAL STUD ASSEMBLY TYPE P1 ALUMINUM CLAD WOOD WINDOW SYSTEM ALUMINUM SILL FLASHING WINDOW BLIND AS NOTED IN BLIND SCHEDULE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U Lo J co J � W U 2 X co z 0 CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV N N CO CV N O CO U) N- 6) 0 0 0 0 0 V V d' 'cr O O O O O N N N N N N Cr) DETAIL PLAN A512 0 / 7 3/4 -YPE T2/ • U) !fs r-svP3 TY E 1'-2 1/2" CLEAR S N- • DETAIL PLAN 6" METAL 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H- U - 0 J THACA NY 7 SOUTH CAYUGA STR N DETAIL PLAN A511 -•�----- BOTTOM OF STRUCTURE TOP BOT 6" METAL SLOTTED DEFLECTION TRACK 6" MINERAL WOOL BATT R-22.2 INSUL WITH UL CLASSIFICATION MARK 5/8" TYPE X GYPSUM BOARD ACRYLIC FINISH WITH MESH & BASE COAT 2" EXP POLYSTYRENE (EPS) R-7.7 INSUL 6" METAL STUD 20 GA FRAMING AT 16" OC FLUID APPLIED WATERPROOF AIR MEMBRANE 5/8" DENSGLASS GOLD SHEATHING FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 6" METAL TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES TOP BOT BOTTOM OF STRUCTURE 4" METAL J TRACK 3" MINERAL WOOL BATT R -11A INSUL WITH UL CLASSIFICATION MARK 2 LAYERS 5/8" TYPE X GYPSUM BOARD 1" TYPE SLX GYPSUM BOARD 4" METAL CH STUD 25 GA FRAMING AT 16" OC 1 1/2" METAL STUD 25 GA FURRING CHANNEL WITH 5/8" TYPE X GYPSUM BOARD AS NOTED FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 4" METAL J TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES 8 TYPE S A502 3" = 1'-0" 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SLOTTED DEFLECTION TR TOP BOT 4" MINERAL WOOL BATT R-14.8 INSUL WITH UL CLASSIFICATION MARK 5/8" TYPE X GYPSUM BOARD ACRYLIC FINISH WITH MESH & BASE COAT 2" EXP POLYSTYRENE (EPS) R-7/ INSUL 4" METAL STUD 16 GA FRAMING AT 16" OC FLUID APPLIED WATERPROOF AIR MEMBRANE 5/8" DENSGLASS GOLD SHEATHING FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 4" METAL TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES TOP BOT BOTTOM OF STRUCTURE 6" METAL DEEP LEG TRACK 6" MINERAL WOOL BATT R-22.2 INSUL WITH UL CLASSIFICATION MARK 5/8" TYPE X GYPSUM BOARD EACH SIDE 1/2" RESILIENT CHANNEL AS NOTED 6" METAL STUD 25 GA FRAMING AT 16" OCC FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 6" METAL TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES TYPE T 3"=1'0" RESILIENT CHANNEL ONE SIDE TOP BOT 6" MINERAL WOOL BATT R-22.2 INSUL WITH UL CLASSIFICATION MARK 5/8" TYPE X GYPSUM BOARD ALUMINUM MULLION COVER WINDOW TRIM 1 1/4" POLYISOCYANURATE (ISO) R-7.8 INSUL 6" METAL STUD 20 GA FRAMING AT 16" OC TYVEK COMMERCIAL WRAP D 5/8" DENSGLASS GOLD SHEATHING FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 6" METAL TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES TOP BOT BOTTOM OF STRUCTURE 3 5/8" METAL DEEP LEG TRACK 5/8" TYPE X GYPSUM BOARD EACH SIDE 2 LAYERS 5/8" TYPE X GYP EACH SIDE WITH STAGGERED JOINTS AS NOTED 3 5/8" METAL STUD 25 GA FRAMING AT 16" OCC FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 3 5/8" METAL TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES 10 TYPE U A502 3" = 1'-0" TOP BOT BOTTOM OF STRUCTURE 1 5/8" EXP POLYSTYRENE (EPS) R-6.25 INSUL FLUID APPLIED WATERPROOF AIR MEMBRANE ACRYLIC FINISH WITH MESH & BASE COAT EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WITH COMPONENTS ABOVE AS NOTED 7 5/8" CMU BLOCK 1 1/2" METAL STUD 25 GA FURRING CHANNEL WITH 5/8" TYPE X GYPSUM BOARD AS NOTED FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK GROUT & REINFORCEMENT AS NOTED IN STRUCTURAL DRAWINGS TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES N1 N2 N3 7 5/8" 7 5/8" 7 5/8" 7 5/8" 9 3/4" 9 3/8" 2 HR 2 HR 2 HR U906 U906 U906 FURRING ONE SIDE EIFS ONE SIDE 3 TYPE N A502 3" = TOP BOT BOTTOM OF STRUCTURE 4" METAL SLOTTED DEFLECTION TRACK 4" MINERAL WOOL BATT R-14.8 INSUL WITH UL CLASSIFICATION MARK 5/8" TYPE X GYPSUM BOARD ALUMINUM MULLION COVER WINDOW TRIM 1 1/4" POLYISOCYANURATE (ISO) R-7.8 INSUL 4" METAL STUD 16 GA FRAMING AT 16" OC TYVEK COMMERCIAL WRAP D 5/8" DENSGLASS GOLD SHEATHING FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK 4" METAL TRACK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES TOP PLAN BOT BOTTOM OF STRUCTURE ADJACENT ASSEMBLY TYPE AS NOTED 5/8" TYPE X GYPSUM BOARD IF REQUIRED BY ADJACENT ASSEMBLY TYPE FIRE RATING 5/8" TYPE X GYPSUM BOARD AS NOTED 1 1/2" METAL STUD 25 GA FURRING CHANNEL FLOOR & BASE AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE AT TOP OF CONCRETE PLANK TOP OF STRUCTURE TYPE ROUGH FINISH RATING UL NOTES TYPE V A502 3" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT R N N CO CO o N N co U 2 X C/) z 0 THACA NY 7 SOUTH CAYUGA STR N ASSEMBLY SCHEDULE A502 WIDE FLANGE STEEL COLUMN SIZES AS NOTED IN STRUCTURAL DRAWINGS INTUMESCENT COATING TO DESIGNATED THICKNESS WITH UL CLASSIFCATION MARK TYPICAL W10X39-W10X112 & W12X40-W12X190 REQUIRES 0.215" INUTMESCENT COATING TYPE ROUGH FINISH RATING UL NOTES TYPE A A501 1 3" = FLOOR AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE GYPSUM TOPPING 8" PRECAST HOLLOW CORE CONCRETE PLANK GROUT & REINFORCEMENT AS NOTED IN STRUCTURAL DRAWINGS OPEN -WEB DISSYMMETRIC BEAM (D -BEAM) SIZES AS NOTED IN STRUCTURAL DRAWINGS INTUMESCENT COATING TO DESIGNATED THICKNESS WITH UL CLASSIFCATION MARK TYPE ROUGH FINISH RATING UL NOTES TYPE D 3" = 1'-0" TUBE STEEL COLUMN SIZES AS NOTED IN STRUCTURAL DRAWINGS INTUMESCENT COATING TO DESIGNATED THICKNESS WITH UL CLASSIFCATION MARK TYPICAL HSS 5X5X5/16 REQUIRES 0.271" INUTMESCENT COATING TYPE ROUGH FINISH RATING UL NOTES 2 \TYPE A501 1 3" = 1'-0" 3.2" POLYISOCYANURATE (ISO) R-20 INSUL WITH .045" FULL ADHERED LS -FR EPDM MEMBRANE AS NOTED FLOOR AS NOTED IN FINISH SCHEDULE 1" GYP -CRETE GYPSUM TOPPING AS NOTED 8" PRECAST HOLLOW CORE CONCRETE PLANK GROUT & REINFORCEMENT AS NOTED IN STRUCTURAL DRAWINGS TYPE ROUGH FINISH RATING UL NOTES 5\TYPE E GYPSUM TOPPING INSULATION & MEMBRANE (ROOF) A501 1 3" = 1'-0" 4" CONCRETE SLAB ON GRADE WELDED WIRE FABRIC (WWF) REINFORCING MESH AS NOTED IN STRUCTURAL DRAWINGS POLYETHYLENE VAPOR BARRIER 4" CRUSHED STONE COMPACTED SOIL TYPE ROUGH FINISH RATING UL NOTES 8 TYPE G A501 3" = 1'-0" l WIDE FLANGE STEEL BEAM SIZES AS NOTED IN STRUCTURAL DRAWINGS INTUMESCENT COATING TO DESIGNATED THICKNESS WITH UL CLASSIFCATION MARK TYPICAL W18X46-W18X119 & W24X55-W24162 REQUIRES 0.215" AND W18X35-W18X40 REQUIRES 0.330" INUTMESCENT COATING TYPE ROUGH FINISH RATING UL NOTES 3 TYPE C A50 3" = 1'-0" AS NOTED IN STRUCTURAL DRAWINGS WELDED WIRE FABRIC (WWF) REINFORCING MESH AS NOTED IN STRUCTURAL DRAWINGS 4 1/2" CONCRETE TOPPING 3" METAL DECK 19 GA TYPE ROUGH FINISH RATING UL NOTES 7TYPE F A501 / 3" = 1'-0" 1 BOTTOM OF STRUCTURE SUSPENSION SYSTEM HANGER WIRE ELEVATION HEIGHT ABOVE FINISH FLOOR AS NOTED IN REFLECTED CEILING PLANS SUSPENSION SYSTEM CROSS T 5/8" TYPE X GYPSUM BOARD TYPE ROUGH FINISH RATING UL NOTES 9 TYPE H A50 3" = 1'-0" OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT 0 0 N U J J W U J 2 X cn F- U - 0 J O U) CO THACA NY 7 SOUTH CAYUGA STRE N ASSEMBLY SCHEDULE A501 7V 5-8" 4' DETAIL ELEVATION - BALCONY 1/2" GALVANIZED STEEL VERITCAL BALLISTER, WELD ALL CONNECTIONS 1 1/2" GALVANIZED STEEL POST & HANDRAIL, WELD ALL CONNECTIONS HSS 2X2 DIAGONAL HANGER SLOPED CONCRETE PLANK HSS 8X4 SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILS A431 1 1/2" = 1'-0" a a a ;—"\: ' 7\r4�\ 4 T.O. BRIDGE EL 445'-8" 2 DETAIL ELEVATION - BALCONY A431 1 1/2" = 1'-0" 8'-3 1/2" 3 DETAIL ELEVATION - FALSE BALCONY A431 1 1/2" = 1'-0" c2 4' PRE -FINISHED ALUMINUM FLASHING DRIP EDGE ABOVE CUT OPENING CUT EXISTING INFILL CMU WALL FROM TOP OF CONCRETE BEAM TO BOTTOM OF CONCRETE SLAB AT BRIDGE, COVER WITH 1/4" GALVANIZED BENT STEEL PLATE, WELD TO CLIP ANGLE & SCREW TO CONCRETE AT TOP & BOTTOM 1 1/2" GALVANIZED STEEL POST & HANDRAIL, WELD ALL CONNECTIONS 1/2" GALVANIZED STEEL VERITCAL BALLISTER, WELD ALL CONNECTIONS HSS 4X4 DIAGONAL HANGER W8 TYP HSS 12X6 OPEN GRATING DECK & EXPANSION PLATE Q 0 CI DETAIL SECTION - BRIDGE /2" = 1'-0" 3'-3" EQ EQ EQ d ,limAL 0'-9" +/- 1" GAP 2" GALVANIZED STEEL KICK PLATE, WELD ALL CONNECTIONS 1 1/4" INSIDE DIAMETER GALVANIZED STEEL POST & HANDRAIL, WELD ALL CONNECTIONS GALVANIZED STEEL RAMP WITH OPEN GRATING DECK DESIGNED BY FABRICATOR FOR 100# / SF LIVE LOAD REATTACH EXISTING (4) 1/2" DIA STEEL CABLES TO FACE MOUNTED GUARD RAIL OPEN BELOW RAMP TO ALLOW WATER TO PASS AND DRAIN EXISTING CONCRETE COLUMN BEYOND BRIDGE IS ISOLATED FROM CAYUGA STREET GARAGE, SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILS OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J 2 X co co THACA NY 7 SOUTH CAYUGA STRE CN DETAIL SECTION & ELEVATION A431 0 WALL SECTION •• •1 • k•�'•r t'' A423 / 1/4" = WALL SECTION 1/4" = 1'-0" 3 \ WALL SECTION A423 / 1/4" = 1'-0" 4 WALL SECTION A423 1/4" = 1'-0" 5 WALL SECTION A423 1/4" = 1-0" r rn 0 +1 0 o) J 0 • 0 CO 0 76) • 0 r 0 0 - WALL SECTION 7 WALL SECTION /4" = 1'-0" \ A423 r ti O +1 0 0 0 N +1 Er) CO Co U) Z Co Z co0 N- 0 Co Er) 0 A521 8 WALL SECTION 9) • 1/4" = 1-0" \ A423 / 1/4" = 1'-0" OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U O U) co THACA NY 7 SOUTH CAYUGA STRE N WALL SECTION A423 T.O. PLAN EL. 489'-11 Au LEVEL 70 EL. 478'-8" E2 Olaf, i E2 UTILITY SECTION /4" = 1'-0" ab LEVEL 50 EL 456'-0' El FULLY ADHERED EPDM MEMBRANE 041 10104) a ELEVATOR CONTROLS AT MAX 48" AFF, TYP O r--1 i••••i(11 • 1 :14k11.111011 1Xi0' 2 ELEVATOR SECTION A422 / 1/4" = 1'-0" • T.O. BRIDGE EL. 445'-8" AL LEVEL 40 EL. 444'-8' 0 STAIR 3 SECTION /4" = 1'-0" 4 LEVEL 20 EL 422'-0" LEVEL 10 EL. 410'-8' 9 UTILITY SECTION A422 / 1/4" = 1'-0" E N O E ELEVATOR SECTION /4" = 1'-0" El VENT CAP FULL DIAMETER VENT BODY E2 '-3' 3 TRASH SECTION 24" SPIRAL PIPE TRASH CHUTE SPRINKLER HEAD TIED TO ALARM AT LEVEL 30, 50 & 70 L 1 1/2" X 1 1/2" X 1/8" STEEL FRAME, TYP 2'-2" X 2'-2" OPENING, TYP A422 / 1/4" = 1'-0" Z G1 O N N3 9 A521 H H 10 \ ELEVATOR SECTION A422 / 1/4" = 1'-0" El Fl iiii4 41 41 41 El N' 4' 9" 01 '3' Fl 1V6 0 :111/101011114 1111010111" TRASH SECTION 1/4" = 1-0" N3 E2 N1 E1' 10R AT 5'-8' 4 STAIR 2 SECTION N3 A422 / 1/4" = 1'-0" HORIZONTAL ROLLING SLIDING DISCHARGE DOOR DOUBLE HM DOORS WITH FLUSH BOLT T&B TRASH SECTION A422 1/4" = 1-0" 12 E' 4 E1 Es) N A523 1OR AT 5'-8' STAIR 2 SECTION 1/4" = 1'-0" El G' Es) a 0 N 1OR AT 5'-8' N3 N STAIR 2 SECTION A422 1/4" = 1-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U u, J CO J � W U 2 X co z 0 C%) H- U - 0 J THACA NY 7 SOUTH CAYUGA STR N EGRESS CORE SECTION A422 E2 T.O. PLANK WEST EL. 489'-11' LEVEL 70 EL. 478'-8" VENT CAP FULL DIAMETER VENT BODY E2 E2 769 MIN 21" X 21" HOISTWAY VENT (3004.1) 4" CLEAR BTWN TOP OF W8 HOIST BEAM AND BOT OF 8" CONCRETE PLANK N 2'-6" 4'-0" 2'-6" E2 N'I E EGRESS CORE SECTION /4" = 1'-0" 24" SPIRAL PIPE TRASH CHUTE 15" X 18" INTAKE BOTTOM HINGE DOOR WITH SILENT SELF CLOSER, TYP N1 4'-0" 4'-0" '-0 OC Fl tie N w CO I I I Fl N 48" X 48" ROOF HATCH & GUARDRAIL 20" WIDE STEEL LADDER DESIGNED BY FABRICATOR IN ACCORDANCE WITH ALL STRUCTURAL LOADING REQUIREMENTS #6 REBAR TREAD 12" OC VERTICALLY N2 El LEVEL 40 EL. 444'-8" 3 EGRESS CORE SECTION A421 1 1/4" = 1'-0" -LEVEL 20 EL 422'-0" LEVEL 10 EL. 410'-8' 5 EGRESS CORE SECTION A421 1 1/4" = 1'-0" GUARDRAIL 48" X 48" ROOF HATCH E2 i , ;• 4 N El *•s Lxxz 10R AT 5'-8' 2 STAIR 1 SECTION N3 A421 1 1/4" = 1'-0" 4 E' El EO N1 1OR AT 5'-8' wwww— STAIR 1 SECTION N3 A421 6 1/4" = E' z it xic z z 10R AT 5'-8' I- 0 U2 N 9 A521 1 STAIR 1 SECTION A421 1/4" = 1-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U 2 X co z 0 C!) H- U - 0 J THACA NY 7 SOUTH CAYUGA STR N EGRESS CORE SECTION A421 (9 M O DUCT PENETRATION OPENING SURFACE MOUNTED OUTLET (0 DUCT & FIRE SUPPRESSION PENETRATION OPENING DUCT PENETRATION OPENING SHEAR WALL LEVEL 10-40 O A412 1/4" = 1'-0" 2 0 J w m DUCT PENETRATI OPENING DUCT PENETRATION OPENING O J W O EO SHEAR WALL 50-70 O A412 1/4" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U 2 X z 0 C%) H- U- 0 J THACA NY 7 SOUTH CAYUGA STR N RISE = 6 13/16" RUN = 11" 8'-0" UTILITY 6 3/8" 5 3/8" / 7'-0" OC 6'-11 HOISTWAY DEPTH OTIS GEN 2 TRACTION ELEVATOR - RATED 3500 LBS RISE = 6 13/16" RUN = 11" EGRESS CORE PLAN LEVEL 10 A411 1 1/4" = 1'-0" A5 P1 N2Ei- Y Co CO 1OR AT 8'-3" —� 30" X 48" AREA OF I REFUGE ----J _ J N3 RISE = 6 13/16" RUN = 11" 348" 3'18 STAIFRWAY STAIFRWAY STAIR 1 N 3'-11" 3'-11" 8'-0" CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR CONTINUOUS HANDRAIL AT GUARDRAIL NON CONTINUOUS HANDRAIL AT WALL 5 3/8" 7'-0"0C UTILITY 6 3/8" 6'-11" HOISTWAY DEPTH OTIS GEN 2 TRACTION ELEVATO RATED 3500 LBS cC) N- 5 3/8" 7'-0" OC 6 5/8"/ 3'-3" 2'-4" 4'-9" TRASH e 1' • 0 ♦ 8'-O" 3'-11" 3'- 10R AT 8'-3' ♦ STAIIR,2 3.48. STAIRWAY RISE = 6 13/16" RUN = 11" 30" X 48" -IAREA OF Ni , REFUGE e 6', P1 NON CONTINUOUS HANDRAIL AT WALL CONTINUOUS HANDRAIL AT GUARDRAIL CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR Ni 0 / \ EGRESS CORE PLAN LEVEL 20 /\ 2 A411 1 1/4" = 1'-0" \II 3 5 A511 e P' 3 A42 Co 10R AT 8'-3" 30" X 48" AREA OF REFUGE N3, J RISE = 6 13/16" RUN = 11" 3.48" CO STAID WAY 3'18 STAIRWAY STAIR 1 II 3'-1 3'- 8'-0" N N CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR CONTINUOUS HANDRAIL AT GUARDRAIL NON CONTINUOUS HANDRAIL AT WALL CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR NON CONTINUOUS HANDRAIL AT EACH WALL 4'-0" 2F(AT' 5 in 5 3 +1 STAIR 3 RISE = 6" RUN = 11" 7'-0" OC 6 3/8" 6'-11" HOISTWAY DEPTH OTIS GEN 2 TRACTION ELEVATO RATED 3500 LBS eC A422 5 3/8" 7'-0" OC 6 5/8"/ 3'-3" 2'-4" 4'-9" TRASH • S1 0o 0 ♦ ♦ 10R AT 8'-3" 8'-0" 3'-11" 3'- 3.18" STAIR 2 STAIRWAY N3 3.48.. STAITW Y RISE = 6 13/16" RUN = 11" 30" X 48" AREA OF REFUGE P' EGRESS CORE PLAN LEVEL 40 NON CONTINUOUS HANDRAIL AT WALL CONTINUOUS HANDRAIL AT GUARDRAIL CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR Ni 0 A411 1/4" = 1-0" 4 5 P A51` e N2 ROOF HATCH & LADDER GUARDRAIL co 3 03X.48" I 4\REA I I REFUGE RISE = 6 13/16" RUN = 11" 10R AT 8'-3" CO • L _ J 3'18" STAIRWAY STAIR 1 3'-11" 3'- 8'-0" N1 CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR CONTINUOUS HANDRAIL AT GUARDRAIL NON CONTINUOUS HANDRAIL AT WALL 0 U') +I Cr) 5 3/8" UTILITY / 6 3/8" 7'-0" OC 6' HOISTWAY DEPTH OTIS GEN 2 TRACTION ELEVATOR - RATED RATED 3500 LBS r • CY) GUARDRAIL 3'-3" 2'-4" 7'-0" OC 6 5/8" / Si Co I— 0 8'-0" 3'-11" 4'-9" co N U) 5 3/8" TRASH STAIR 2 18' STAIRWAY RISE = 6 13/16" RUN = 11" ---- 30" X 48" —II AREA OF I REFUGE __ N3 N3 N1 5 A5' II EGRESS CORE PLAN LEVEL 70 NON CONTINUOUS HANDRAIL AT WALL CONTINUOUS HANDRAIL AT GUARDRAIL CONCRETE PAN & STEEL STRINGER STAIR DESIGNED BY FABRICATOR Ni 0 0 A411 1/4" = 1-0" OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J w 0 J 2 X V ) O U) co THACA NY 7 SOUTH CAYUGA STRE N EGRESS CORE PLAN A411 46, T.O. PLANK ELEV EL. 492'-11" 46, T.O. COPING EL. 491.-8" T.O. PLANK EAST --j EL. 490.-11 1/2" T.O. PLANK WEST� EL. 489'-11" LEVEL 70 EL. 478'-8" -4 LEVEL 60 EL. 467'-4" -4 LEVEL 50 EL. 456'-0" k T.O. BRIDGE EL. 445'-8" k LEVEL 40 EL. 444'-8" 4 LEVEL 30 EL. 433'-4" E Q 4 4 T 1 E2 O E2 E2 ® �A42 D1 D N2 C E' 1 I I E N2 E1 I i i 1 LEVEL 20 EL. 422'-0" Ahh LEVEL 10 EL. 410-8 I } AL AVG GRADE EL. 410'-2" • T.O. GB & PC EL. 409'-4" • B.O. GB & PC EL. 406'-2" f J 5 A421 T� 1 Di 'C P1 / G 1 28'-0" 20'-0" 20'-0" 8'-0.. 28'-0" 28'-0" 28'-0" T2 \ 2 P1 P. 7'-0" 28'-0" 160'-0" 16' 3" EGRESS EASEMENT SECTION SOUTH -NORTH A404 / 1/8" = 1'-0" KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL PRECASTE CONCRETE CAST IN PLACE CONCRETE ASSEMBLY SCHEDULE SERIES A500 OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT U J J w U J T X (1) U) F- U - 0 J O CO THACA NY 7 SOUTH CAYUGA STRE N SECTION S -N A404 TYP A301 -A304 & A401 -A404 Q 4 4 O ® EGRESS EASEMENT 1 T.O. PLANK EAST / EL. 490'-11 1/2" T.O. PLANK WEST / EL. 489'-11" LEVEL 70 iI U II II II 1I II I II II II II II II II I I II II II II II II Il EL. 478'-8" • LEVEL 60 EL. 467'-4" ALEVEL 50 EL. 456'-0" o H II it II I, i 9._8"I 11 3" FIRE SUP ESSIO II II II I I II II II II II II 1I II II 71- KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL PRECASTE CONCRETE CAST IN PLACE CONCRETE ASSEMBLY SCHEDULE SERIES A500 DUCT PENETRATION AT CMU WALL 16" X 16" ROUGH OPENING WITH LINTEL DUCT PENETRATION AT CMU WALL 16" X 24" ROUGH OPENING o 24'-6" 3" FIR SUPPRESSION MAIN 1 1 � LEVEL 10 EL. 410-8 • AVG GRADE EL. 410'-2" • T.O. GB & PC EL. 409'-4" $ B.O. GB & PC EL. 406'-2" / /. / L L 20'-0" 8'-0„ 2 7'-0" 28'-0" SECTION SOUTH -NORTH 20'-0" 8'-0" 28'-0" 160'-0" 16' 3" A403 / 1/8" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV w U 2 X C!) z 0 C%) H- U - 0 J CONSTRUCTION DOCUMENT REV ii CN 71- � r 0 0 0 0 o o O O N N N N r N CO THACA NY 7 SOUTH CAYUGA STR N SECTION S -N A403 46, T.O. PLANK ELEV EL. 492'-11" 46, T.O. COPING EL. 491'-8" • T.O. PLANK EAST / EL. 490'-11 1/2" 46, T.O. PLANK WEST / EL. 489'-11" • LEVEL 70 EL. 478'-8" $ LEVEL 60 EL. 467'-4" • LEVEL 50 EL. 456'-0" • T.O. BRIDGE EL. 445'-8" 4 LEVEL 40 EL. 444'-8" 4 LEVEL 30 EL. 433'-4" AL LEVEL 20 EL. 422'-0" 4 LEVEL 10 EL. 410'-8" $AVG GRADE EL. 410'-2" • T.O. GB & PC EL. 409'-4" 4 B.O. GB & PC EL. 406'-2" / / 1 A403 SECTION EAST -WEST i / 7 I - z w 2 Lu Lu w U) J Lu >- O Lu w w 0 a A423 • •s0...rb •.e; ee:...._ .,.� •a 6..41110.• 111111111 • 141111. 1111., — 24'-0" 4- 1- 1 L r E El I'Lint IIII*11N X111P*NK 731 �I ,110111111•411-111.19:1111110111,111141,0110-0-111111414114A 0011111111111011. .1111; El G 48-0" J 17'-0" 24'-0" ti L P1 P1 7'-0" 6'-2" A401 / 1/8" = 1'-0" KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL PRECASTE CONCRETE CAST IN PLACE CONCRETE ASSEMBLY SCHEDULE SERIES A500 OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N cr) 0 4. 0 N U J J w U J 2 X U) 0 co THACA NY 7 SOUTH CAYUGA STRE N SECTION E -W A402 46, T.O. PLANK ELEV EL. 492'-11" 46, T.O. COPING EL. 491'-8" • T.O. PLANK EAST / EL. 490'-11 1/2" 46, T.O. PLANK WEST / EL. 489'-11" $ LEVEL 70 EL. 478'-8" $ LEVEL 60 EL. 467'-4" $ LEVEL 50 EL. 456'-0" $ T.O. BRIDGE EL. 445'-8" 4 LEVEL 40 EL. 444'-8" 4 LEVEL 30 EL. 433'-4" AL LEVEL 20 EL. 422'-0" LEVEL 10 EL. 410-8 / / Q 1 A403 I - z w 2 Lu Lu w U) J Lu >- w w w 0 a 1• 1101/00009900000000111,00 90000•0•91110•04 09 •i)•T,•TiT• 03'01010T� i 940 „•191.1. 0k0•1•?19gitg01061•1,•M• � � � � • AL AVG GRADE EL. 410'-2" 4 T.O. GB & PC EL. 409'-4" 4 B.O. GB & PC EL. 406'-2" SECTION EAST -WEST 1 1 L ■ 161 I•....•....••••...•—• 000000000000010000000000000 4111000000 101100000•000000000%0 •/a0•0I•0a0Z000•.,00>•0'00.0000?.0a0.000•k4000. •.• N3 J 17'-0" 24'-0" 6-2" Zip 0 A401 / 1/8" = 1'-0" KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL PRECASTE CONCRETE CAST IN PLACE CONCRETE ASSEMBLY SCHEDULE SERIES A500 OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT U J J w U J 2 X U) 0 CO THACA NY 7 SOUTH CAYUGA STRE N SECTION E -W A401 EIFS SCHEDULE NORTH /8" = 2 EIFS SCHEDULE EAST I EXPOSED EDGE KEY NOTE 1/2" BLUESTONE CUT ON-SITE 1. 1/8" THIN SET MORTAR SPECIFIED BY INSTALLER 2. GROUT LEASE AT EXPOSED FACE SPECIFIED BY INSTALLER 3. SANDED GROUT AT 1/4" VERT AND HORIZ JOINTS SPECIFIED BY INSTALLER 4. SEE DETAIL SECTION SHEET A522 KEY NOTE (128) AO 2'-0" WIDE X 2'-6 1/2" TALL VIF (31) © 2'-0" WIDE X 1-7 1/2" TALL VIF (15) © 2'-0" WIDE X 2'-0" TALL VIF A321 1 1/8" = © 3 EIFS SCHEDULE SOUTH PYA EXPOSED EDGE A321 1 1/8" = 4 EXPOSED EDGE EXPOSED EDGE © © © © ©0 6'-11 3/4" STONE SCHEDULE WEST 23'-0 5/8" I EXPOSED EDGE A32 1/8" = OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV o o O N N U U 2 X co z 0 THACA NY 7 SOUTH CAYUGA STR N STONE SCHEDULE A321 $ T.O. PLANK ELEV EL. 493'-0" • T.O. COPING EL. 491'-8" $ T.O. PLANK EAST EL. 490'-11 1/2" $ T.O. PLANK WEST EL. 489'-11" $ LEVEL 70 EL. 478'-8" $ LEVEL 60 EL. 467'-4" $ LEVEL 50 EL. 456'-0" • T.O. BRIDGE EL. 445'-8" ALEVEL 40 EL. 444'-8" ALEVEL 30 EL. 433'-4" ALEVEL 20 EL. 422'-0" k LEVEL 10 O 6" 4'-6" f f 23'-3" O 62'-0" CMU WALL 19'-4 1 /4" 23'-1 1/2" 19'-6 1/4" 23'-5" 23'-5" 23'-5" O 0 0 :Z 0 0. AAVG GRADE EL. 410'-2" • T.O. GB & PC EL. 409'-4" AB.O. GB & PC EL. 406'-2" 7'-0" 21'-0" 28'-0" / 9 A52 28'-0" 28'-0" / 8'-0" 20'-0" 28'-0" / 20'-0" 28'-0" 4 160'-0" EIFS SCHEDULE WEST A311 -A314 TYP • • • a • • 0 co KEY (A) (C) (D) TRADITIONAL EIFS PANALIZED EIFS 2" EXPANDED POLYSTRENE (EPS) 4" METAL STUD ASSEMBLY TYPE P1 7/8" METAL STUD FURRING WITH POLYISCYANURATE & 1/2" CEMENT BACKER BOARD AT 1/2" BLUESTONE 1 1/2" EXTRUDED POLYSTRENE (XPS) CONC TURN DOWN SLAB ASSEMBLY TYPE L1 1 5/8" EXPANDED POLYSTRENE (EPS) 7 5/8" CMU BLOCK ASSEMBLY TYPE N3 A314 / 1/8" = 1'-0" (F) 1/2" EXTRUDED POLYSTRENE (XPS) CMU BLOCK ASSEMBLY TYPE M1 ALUMINUM MULLION COVER METAL STUD ASSEMBLY TYPE R1 O HOLD BACK EIFS AT BLUESTONE RETURN - VERIFY DIMENSION IN FIELD NOTE 1. A310 SERIES DIMENSIONS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: Q w EIFS SCHEDULE FOR REVIEW EIFS SCHEDULE FOR REVIEW REV r (� 0 r 0 0 ;1• 7- r 0 0 N N CONSTRUCTION DOCUMENT REV U U 2 X C/) z 0 C!) H- U - 0 J CONSTRUCTION DOCUMENT REV cc) . 0 0 LO if)0 0 N N ch t r r THACA NY 7 SOUTH CAYUGA STR N EIFS SCHEDULE WEST A314 • T.O. PLANK ELEV EL. 493'-0" • T.O. COPING EL. 491'-8" O ® 9'-5 1/2" 9'-5" 5'-2 1/2" 9'-4 1/2" 9'-5" KEY (B) (c) COI 5'-2 1/2" • T.O. PLANK EAST / EL. 490'-11 1/2" • T.O. PLANK WEST EL. 489'-11" AL LEVEL 70 EL. 478'-8" • LEVEL 60 EL. 467'-4" Au LEVEL 50 EL. 456'-0" • T.O. BRIDGE EL. 445'-8" A, LEVEL 40 EL. 444'-8" Au LEVEL 30 EL. 433'-4" LEVEL 20 EL. 422'-0" AL LEVEL 10 EL. 410'-8" A, AVG GRADE EL. 410'-2" • T.O. T.O. GB&PC EL. 409'-4" Au B.O. GB & PC EL. 406'-2" • • • cO • • • FS SCHEDULE SOUTH 7'-0" 17'-0" 24'-0" 24'-0" 48'-0" (F) TRADITIONAL EIFS PANALIZED EIFS 2" EXPANDED POLYSTRENE (EPS) 4" METAL STUD ASSEMBLY TYPE P1 1 1/4" EXPANDED POLYSTRENE (EPS) 4" METAL STUD WALL WITH 1/2" BLUESTONE 1 1/2" EXTRUDED POLYSTRENE (XPS) CONC TURN DOWN SLAB ASSEMBLY TYPE L1 1 5/8" EXPANDED POLYSTRENE (EPS) 7 5/8" CMU BLOCK ASSEMBLY TYPE N3 7/8" EXPANDED POLYSTRENE (EPS) 7 5/8 CMU BLOCK WITH 1/2" BLUESTONE 1/2" EXTRUDED POLYSTRENE (XPS) CMU BLOCK ASSEMBLY TYPE M1 ALUMINUM MULLION COVER METAL STUD ASSEMBLY TYPE R1 0 HOLD BACK EIFS AT BLUESTONE RETURN - VERIFY DIMENSION IN FIELD NOTE 1. A310 SERIES DIMENSIONS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 w U U 2 X z 0 THACA NY 7 SOUTH CAYUGA STR N EIFS SCHEDULE SOUTH A313 AL T.O. PLANK ELEV EL. 493'-0" 10'-0 1/2" 14'-0 1/2" 3'-3" 1'-0" 9'-8" 10'-8" 9'-7" '-0" 9'-5 1/2" 17'-6 1/2" -0" 1 T-6 1 /2" 9'-5 1/2" -0u 13'-10" 13'-8 1/2" 0 9'-8 1/2" _ T.O. PLANK EAST EL. 490'-11 1/2" ▪ T.O. PLANK WEST EL. 489'-11" AL LEVEL 60 EL. 467'-4" AL LEVEL 50 EL. 456'-0" AL T.O. BRIDGE EL. 445'-8" AL LEVEL 40 EL. 444'-8" 0 0 0 17'_8" 0 0 LEVEL 10 EL. 410-8 AL AVG GRADE EL. 410'-2" AL T.O. GB & PC EL. 409'-4" AL B.O. GB & PC EL. 406'-2" 28'-0" 20'-0" 20'-0" 8'-0" 28'-0" 28'-0" 28'-0" 21'-0" 7'-0" 28'-0" 160'-0" FS SCHEDULE EAST 0 C) • N M • • • • • • 0 OD KEY (B) CC) TRADITIONAL EIFS PANALIZED EIFS 2" EXPANDED POLYSTRENE (EPS) 4" METAL STUD ASSEMBLY TYPE P1 1 1/4" EXPANDED POLYSTRENE (EPS) 4" METAL STUD WALL WITH 1/2" BLUESTONE 1 1/2" EXTRUDED POLYSTRENE (XPS) CONC TURN DOWN SLAB ASSEMBLY TYPE L1 1 5/8" EXPANDED POLYSTRENE (EPS) 7 5/8" CMU BLOCK ASSEMBLY TYPE N3 (F ' 7/8" EXPANDED POLYSTRENE (EPS) 7 5/8 CMU BLOCK WITH 1/2" BLUESTONE 1/2" EXTRUDED POLYSTRENE (XPS) CMU BLOCK ASSEMBLY TYPE M1 ALUMINUM MULLION COVER METAL STUD ASSEMBLY TYPE R1 0 HOLD BACK EIFS AT BLUESTONE RETURN - VERIFY DIMENSION IN FIELD NOTE 1. A310 SERIES DIMENSIONS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U Po J 00 J � W >- z U CY U 2 X z O 7 SOUTH CAYUGA STR N EIFS SCHEDULE EAST A312 • T.O. PLANK ELEV EL. 493'-0" Abb T.O. COPING EL. 491'-8" • T.O. PLANK EAST EL. 490'-11 1/2" • T.O. PLANK WEST EL. 489'-11" AL LEVEL 70 EL. 478'-8" AL LEVEL 60 EL. 467'-4" AL LEVEL 50 EL. 456'-0" AL T.O. BRIDGE EL. 445'-8" AL LEVEL 40 EL. 444'-8" AL LEVEL 30 EL. 433'-4" AL LEVEL 20 EL. 422'-0" 0 0 1'-0" AL AVG GRADE EL. 410'-2" • T.O. GB & PC EL. 409'-4" AL B.O. GB & PC EL. 406'-2" FS SCHEDULE NORTH 24'-0" 17'-0" 7'-0" 24'-0" 48'-0" • • • • • cO KEY (B) CO TRADITIONAL EIFS PANALIZED EIFS 2" EXPANDED POLYSTRENE (EPS) 4" METAL STUD ASSEMBLY TYPE P1 1 1/4" EXPANDED POLYSTRENE (EPS) 4" METAL STUD WALL WITH 1/2" BLUESTONE 1 1/2" EXTRUDED POLYSTRENE (XPS) CONC TURN DOWN SLAB ASSEMBLY TYPE L1 1 5/8" EXPANDED POLYSTRENE (EPS) 7 5/8" CMU BLOCK ASSEMBLY TYPE N3 CF ' 7/8" EXPANDED POLYSTRENE (EPS) 7 5/8 CMU BLOCK WITH 1/2" BLUESTONE 1/2" EXTRUDED POLYSTRENE (XPS) CMU BLOCK ASSEMBLY TYPE M1 ALUMINUM MULLION COVER METAL STUD ASSEMBLY TYPE R1 0 HOLD BACK EIFS AT BLUESTONE RETURN - VERIFY DIMENSION IN FIELD NOTE 1. A310 SERIES DIMENSIONS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 w U U 2 X z 0 THACA NY 7 SOUTH CAYUGA STR N EIFS SCHEDULE NORTH A311 T.O. PLAN ELEV EL. 493'-0" . 9 s s T.O. COPINj3 EL. 491'-8" . T.O. PLANKIEAST / EL. 490'-11 1/2" / T.O. PLANKIWEST / EL. 489'-11". LEVEL 70 EL. 478'-8" LEVEL 60 EL. 467'-4" LEVEL 50 EL. 456'-0" T.O. BRIDGF EL. 445'-8" LEVEL 40 EL. 444'-8" LEVEL 30 Q Q EGRESS EASEMENT ROOF HATCH GUARDRAIL 8" ROOF GUTTER AT 1% 4 4 Q A402 FIRE SPRINKLER GUARD RAIL 4 Q EL. 433'-4" LEVEL 20 EL. 422'-0" (3) 4" ROOF DRAIN LEADER, TY IP — r —� i CDNDEI'ISOR UNIT SI4PPOFFT BIRACKIT � I I BLUESTONE STOPS AT CMU WALL LEVEL 10 4 AVG GRAD EL. 410'-2" T.O. GB & EL. 409'-4" Ai B.O. GB&PIC EL. 406'-2" / / 16'-3" 21'-3" 7'-0" 2 28'-0" 28'-0" 70'-0" CON RETE MAT 7T-6" FOUNDATION /3-9 28'-0" 8'-0" 1 50'-0" 20'-0" 28'-0" 20'-0" 28'-0" r 11'-3" 160'-0" ELEVATION WEST A304 / 1/8" = KEY (A) o� ALUMINUM CLAD WINDOW - WHITE EXTERIOR INSULATION FINISH SYSTEM PATTERN BLUESTONE EXTERIOR INSULATION FINISH SYSTEM GALVANIZED STEEL Crylo.1-AD WINDOW SCHEDULE SERIES A700 KEY NOTE TELEPHONE ENTRY 0 CARD READER ENTRY HOSE BIB FULLY ADHERED EPDM MEMBRANE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV w U 2 X z O C%) H- U - 0 J CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV d 1) CO N 10 CO 10 rn • v v o10 o o O O O C N C C N CN P') ELEVATION WEST A304 46, T.O. PLANK ELEV 46, T.O. COPING EL. 491'-8" 46, T.O. PLANK EAST / EL. 490'-11 1/2" 46, T.O. PLANK WEST / EL. 489'-11" LEVEL 70 EL. 478'-8" LEVEL 60 EL. 467'-4" LEVEL 50 EL. 456'-0" • T.O. BRIDGE EL. 445'-8" 4 LEVEL 40 EL. 444'-8" 4 LEVEL 30 EL. 433'-4" AL LEVEL 20 EL. 422'-0" 4 LEVEL 10 EL. 410'-8" • AVG GRADE EL. 410'-2" Q Q KEY (A) ALUMINUM CLAD WINDOW - WHITE EXTERIOR INSULATION FINISH SYSTEM 4'-11" EGRESS EASEMENT L i W65.2 -U uu ijs�sa W36.2 -U W26.2 -T / o T.O. GB & PC EL. 409'-4" o B.O. GB & PC EL. 406'-2" ELEVATION SOUTH 7'-0" 17'-0" 24'-0" 48 -0" 24'-0" 1 A303 / 1/8" = 1'-0" EXTERIOR INSULATION FINISH SYSTEM GALVANIZED STEEL wi0.-Ai WINDOW SCHEDULE SERIES A700 KEY NOTE TELEPHONE ENTRY CARD READER ENTRY HOSE BIB >` FULLY ADHERED EPDM MEMBRANE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U Lo " J co J � w U 2 X z 0 C%) H- U - 0 J CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV N N CO N 0 CO r rn o v O o O O O N CN N N N N CO ELEVATION SOUTH A303 9'-5" RO LIVING KITCHEN 4,-7" 3'-1" RO 3'-8 1/2" RO 9'-1 1/2" RO 5'-2" OC 22'-10" OC MASTER BEDROOM', ALIGN MASTER BEDROOM 3'-0" BATHROOM BEDROOM UNIT TYPE H 1/4" = 1-0" 20'-0" OC 20'-0" OC 4'-6 3/4" RO 28'-0" OC (7) 2 UNIT TYPE I U15, U26, U36, U46, U55, U65, U75 KEY V /T CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL METAL STUD HALF WALL TO 8'-0" AFF 12" WIRE SHELF WITH CLOTHING ROD MOUNTED 5'-6" AFF ASSEMBLY SCHEDULE SERIES A500 (D -A.1) DOOR SCHEDULE SERIES A800 NOTE BLOCKING FOR FUTURE GRAB BAR SEE BATHROOM ELEVATION SERIES A620 DRYWALL SUSPENSION SYSTEM SEE CEILING PLAN SERIES A120 1. A200 SERIES DIMENSIONS TO FINISH EDGE OF DRYWALL AT METAL STUD WALL 2. CENTER OF UNIT INTERIOR DOOR 1'-7 1/2" OFF ADJACENT PERPENDICULAR HINGE SIDE WALL UNLESS OTHERWISE NOTED 3. UNIT INTERIOR WALL ASSEMBLY TYPE U1 FULL HEIGHT UNLESS OTHERWISE NOTED 4. FINISH SCHEDULE SERIES A810 KEY NOTE SLIDING PATIO DOOR AT WALKOUT, FALSE BALCONY OR BALCONY STACKABLE WASHER/DRYER HOOKUP AIR HANDLING UNIT ON SHELF ABOVE LOWBOY WATER HEATER CLOSET LESS THAN 12 SF ADDITIONAL LAYER OF GYP BOARD AT TUB -SHOWER AND WALL ASSEMBLY 16" X 26" RECESSED MEDICINE CABINET BLOCK FOR FUTURE SLIDING DOOR U O 9 N (7) A204 1/4" = U16, U27, U37, U47, U56, U66, U76 CLEARANCE TYPE C-1 12" X 48" AT PASSAGE DOOR PUSH SIDE C-2 18" X 60" AT PASSAGE DOOR PULL SIDE C-3 24" X 48" AT PASSAGE DOOR PULL SIDE C-4 60" X 56" AT WATER CLOSET C-5 60" X 66" AT WATER CLOSET WITH OVERLAP AT LAVATORY C-6 30" X 48" AT LAVATORY C-7 30" X 60" AT BATHTUB C-8 30" X 48" AT SHOWER C-9 48" X 66" AT WATER CLOSET OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 w >- z U CY U 2 X z O (1) 0 7 SOUTH CAYUGA STR CN UNIT PLAN TYPE H -I A204 UNIT TYPE F /4" = Q '-8 '/ 26'-3 1/2" TYPE 0 26'-3 1/2" TYPE P 2" /2" RO 12'-3" RO 12'-3" RO 4'-11 1/2" LIVING' 4'-5" 00 r i II II u BEDROO BEDROOM MIN 3'-7" • 13'-3" TYPE J BATHROOM BATHROOM 0 KITCH 13'-3" TYPE 1 /2" OC • e C-1 3'-0" L _ 2'-0" �� ± 5'-1 1/2" ± 5-2" 28'-0" OC 2'-0" 8'-0" OC 3'-0" (3) U53, U63, U73 2 UNIT TYPE G KEY Al CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL METAL STUD HALF WALL TO 8'-0" AFF 12" WIRE SHELF WITH CLOTHING ROD MOUNTED 5'-6" AFF ASSEMBLY SCHEDULE SERIES A500 (D -A.1) DOOR SCHEDULE SERIES A800 = = = NOTE BLOCKING FOR FUTURE GRAB BAR SEE BATHROOM ELEVATION SERIES A620 DRYWALL SUSPENSION SYSTEM SEE CEILING PLAN SERIES A120 1. A200 SERIES DIMENSIONS TO FINISH EDGE OF DRYWALL AT METAL STUD WALL 2. CENTER OF UNIT INTERIOR DOOR 1'-7 1/2" OFF ADJACENT PERPENDICULAR HINGE SIDE WALL UNLESS OTHERWISE NOTED 3. UNIT INTERIOR WALL ASSEMBLY TYPE U1 FULL HEIGHT UNLESS OTHERWISE NOTED 4. FINISH SCHEDULE SERIES A810 KEY NOTE SLIDING PATIO DOOR AT WALKOUT, FALSE BALCONY OR BALCONY STACKABLE WASHER/DRYER HOOKUP AIR HANDLING UNIT ON SHELF ABOVE LOWBOY WATER HEATER CLOSET LESS THAN 12 SF ADDITIONAL LAYER OF GYP BOARD AT TUB -SHOWER AND WALL ASSEMBLY 16" X 26" RECESSED MEDICINE CABINET BLOCK FOR FUTURE SLIDING DOOR (3) A203 1/4" = 1'-0" U54, U64, U74 CLEARANCE TYPE C-1 12" X 48" AT PASSAGE DOOR PUSH SIDE C-2 18" X 60" AT PASSAGE DOOR PULL SIDE C-3 24" X 48" AT PASSAGE DOOR PULL SIDE C-4 60" X 56" AT WATER CLOSET C-5 60" X 66" AT WATER CLOSET WITH OVERLAP AT LAVATORY C-6 30" X 48" AT LAVATORY C-7 30" X 60" AT BATHTUB C-8 30" X 48" AT SHOWER C-9 48" X 66" AT WATER CLOSET OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N CO O r O CV w U 2 X C!) z 0 r - O THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV O C73 O (V O UNIT PLAN TYPE F -G CONSTRUCTION DOCUMENT REV N r O r O (V O A203 P L 8'-2 1/2" RO VING KITCHEN' HALL FLEX U1. 8'-0" AFF UNIT TYPE C1 /4" = (1) U12 UNIT TYPE C2 (3) A2021 1/4" = U23, U33, U43 3 L 28'-0" OC 8'-0" OC UNIT TYPE D (4) A2021 1/4" = 1'-0" U13, U24, U34, U44 KEY Al CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL METAL STUD HALF WALL TO 8'-0" AFF 12" WIRE SHELF WITH CLOTHING ROD MOUNTED 5'-6" AFF ASSEMBLY SCHEDULE SERIES A500 (D -A.1) DOOR SCHEDULE SERIES A800 ===� NOTE BLOCKING FOR FUTURE GRAB BAR SEE BATHROOM ELEVATION SERIES A620 DRYWALL SUSPENSION SYSTEM SEE CEILING PLAN SERIES A120 1. A200 SERIES DIMENSIONS TO FINISH EDGE OF DRYWALL AT METAL STUD WALL 2. CENTER OF UNIT INTERIOR DOOR 1'-7 1/2" OFF ADJACENT PERPENDICULAR HINGE SIDE WALL UNLESS OTHERWISE NOTED 3. UNIT INTERIOR WALL ASSEMBLY TYPE U1 FULL HEIGHT UNLESS OTHERWISE NOTED 4. FINISH SCHEDULE SERIES A810 KEY NOTE SLIDING PATIO DOOR AT WALKOUT, FALSE BALCONY OR BALCONY STACKABLE WASHER/DRYER HOOKUP AIR HANDLING UNIT ON SHELF ABOVE LOWBOY WATER HEATER CLOSET LESS THAN 12 SF ADDITIONAL LAYER OF GYP BOARD AT TUB -SHOWER AND WALL ASSEMBLY 16" X 26" RECESSED MEDICINE CABINET BLOCK FOR FUTURE SLIDING DOOR (4) U14, U25, U35, U45 CLEARANCE TYPE C-1 12" X 48" AT PASSAGE DOOR PUSH SIDE C-2 18" X 60" AT PASSAGE DOOR PULL SIDE C-3 24" X 48" AT PASSAGE DOOR PULL SIDE C-4 60" X 56" AT WATER CLOSET C-5 60" X 66" AT WATER CLOSET WITH OVERLAP AT LAVATORY C-6 30" X 48" AT LAVATORY C-7 30" X 60" AT BATHTUB C-8 30" X 48" AT SHOWER C-9 48" X 66" AT WATER CLOSET OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT U oQ J co J w U 2 X C!) z 0 CO LL O J r - O THACA NY 7 SOUTH CAYUGA STR N CONSTRUCTION DOCUMENT REV O O N O UNIT PLAN TYPE C -E CONSTRUCTION DOCUMENT REV N O r O N 0 A202 8'-9 1/2" RO 3'-4 1/2" RO 3'-8" RO 22'-2" OC 5'-10" OC 3'-7" BEDROOM 5'-11" HALL MASTER BEDROOM BATHRO( aaaaaaaaa .,.w,.w r 7'-0" OC 21'-0" OC UNIT TYPE B1 /4" = 1'-0" (1) U11 Q 4'-6" RO 4'-6" TYPE A DRYWALL SUSPNESION SYSTEM ASSEMBLY TYPE H1 BELOW LINE SETS AT 8'-0" AFF IN UNIT 22 WIC T UNIT TYPE A A201 1/4" = 1'-0" 7'-0" OC r 21'-0" OC (6) U21, U31, U41, U51, U61, U71 T UNIT TYPE B2 1/4" = 1'-0" U 0 9 N U 0 KEY Al CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL METAL STUD PARTITION WALL METAL STUD HALF WALL TO 8'-0" AFF 12" WIRE SHELF WITH CLOTHING ROD MOUNTED 5'-6" AFF ASSEMBLY SCHEDULE SERIES A500 (D—A.1) DOOR SCHEDULE SERIES A800 ===� NOTE BLOCKING FOR FUTURE GRAB BAR SEE BATHROOM ELEVATION SERIES A620 DRYWALL SUSPENSION SYSTEM SEE CEILING PLAN SERIES A120 1. A200 SERIES DIMENSIONS TO FINISH EDGE OF DRYWALL AT METAL STUD WALL 2. CENTER OF UNIT INTERIOR DOOR 1'-7 1/2" OFF ADJACENT PERPENDICULAR HINGE SIDE WALL UNLESS OTHERWISE NOTED 3. UNIT INTERIOR WALL ASSEMBLY TYPE U1 FULL HEIGHT UNLESS OTHERWISE NOTED 4. FINISH SCHEDULE SERIES A810 KEY NOTE SLIDING PATIO DOOR AT WALKOUT, FALSE BALCONY OR BALCONY STACKABLE WASHER/DRYER HOOKUP AIR HANDLING UNIT ON SHELF ABOVE LOWBOY WATER HEATER CLOSET LESS THAN 12 SF ADDITIONAL LAYER OF GYP BOARD AT TUB—SHOWER AND WALL ASSEMBLY 16" X 26" RECESSED MEDICINE CABINET BLOCK FOR FUTURE SLIDING DOOR CLEARANCE TYPE C-1 12" X 48" AT PASSAGE DOOR PUSH SIDE C-2 18" X 60" AT PASSAGE DOOR PULL SIDE C-3 24" X 48" AT PASSAGE DOOR PULL SIDE C-4 60" X 56" AT WATER CLOSET 9 N C-5 60" X 66" AT WATER CLOSET WITH OVERLAP AT LAVATORY (6) U22, U32, U42, U52, U62, U72 C-6 30" X 48" AT LAVATORY C-7 30" X 60" AT BATHTUB C-8 30" X 48" AT SHOWER C-9 48" X 66" AT WATER CLOSET OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N CO 0 0 N w U 2 X C!) z 0 r— O THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV co O 0 N O UNIT PLAN TYPE A -B A201 CONSTRUCTION DOCUMENT REV N_ O O N 0 N N N N N 7'-0" 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" CEILING PLAN LEVEL 50-70 \ - O N 0 N A124 / 1/8" = 1'-0" N KEY NOTE PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE H1 6" METAL STUD ASSEMBLY TYPE 01 4" METAL STUD ASSEMBLY TYPE S1 1. BOTTOM OF DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE H1 AT 8'-0" AFF UNLESS OTHERWISE NOTED 2. 4" METAL STUD ASSEMBLY TYPE S1 FLUSH WITH BOTTOM OF STAIR KEY NOTE DROP BEAM KNEE BRACE TUBE & TIE BACK OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: W cr H 1— z z z W w O 0 O O ❑ ❑ z z O 0 U 10 J CO J � W W U W J 2 X z 0 0 J CN > > > W w w cc 1— 1— 1— z z z z W w w U U U O O O ❑ ❑ ❑ z z z O O 0 THACA NY 7 SOUTH CAYUGA STR U D cc H z 0 U N CO 0 .7 O N U 1- H z O U O V O N U D cc H z 0 U CO N 0 .7 v - O N H U D cc H z 0 U N N O d' O N H U D cc H z 0 U N 0 O 0 d O N CEILING PLAN LEVEL 50-70 A124 N N N N N 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" CEILING PLAN LEVEL 30-40 \ - O N A123 / 1/8" = N KEY //// //i/ NOTE PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE Hi 6" METAL STUD ASSEMBLY TYPE 01 4" METAL STUD ASSEMBLY TYPE S1 1. BOTTOM OF DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE H1 AT 8'-0" AFF UNLESS OTHERWISE NOTED 2. 4" METAL STUD ASSEMBLY TYPE S1 FLUSH WITH BOTTOM OF STAIR KEY NOTE DROP BEAM KNEE BRACE TUBE & TIE BACK OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J 2 /\ DRAWING SET: CONSTRUCTION DOCUMENT N Lu O `1' QO co co THACA NY 7 SOUTH CAYUGA STRE CN CEILING PLAN LEVEL 30-40 A123 II IIII LI uu U23 -C2 U22-82 654 F STUDIO+ U24 -D U25 -E 654 SF 654 SF STUDIO+ STUDIO+ U26 -H 970 SF 2 BED GN 1194 SF CORRIDOR STUDIO TRASH STAIR 2 ELEVATOR STAIR 1 TYP A122 -A124 16-3" 10'-9" 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" 1 CEILING PLAN LEVEL 20 \ O CI N 0 N A122 / 1/8" = N KEY fr/ /K11' ASSEMBLY TYPE H1 PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 DRYWALL SUSPENSION SYSTEM 6" METAL STUD ASSEMBLY TYPE 01 4" METAL STUD ASSEMBLY TYPE S1 NOTE 1. BOTTOM OF DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE H1 AT 8'-0" AFF UNLESS OTHERWISE NOTED 2. 4" METAL STUD ASSEMBLY TYPE S1 FLUSH WITH BOTTOM OF STAIR KEY NOTE DROP BEAM KNEE BRACE TUBE & TIE BACK OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U 2 X Cn z 0 CO LL O J CONSTRUCTION DOCUMENT REV d LO CO N N N N N CO 1.0 N- IW► V st QO O O O N C') CEILING PLAN LEVEL 20 THACA NY 7 SOUTH CAYUGA STR CN A122 7'-0" 21'-0" 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" CEILING PLAN LEVEL 10 9 N \.- 0 N A121 / 1/8" = N KEY NOTE PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE H1 6" METAL STUD ASSEMBLY TYPE 01 4" METAL STUD ASSEMBLY TYPE S1 1. BOTTOM OF DRYWALL SUSPENSION SYSTEM ASSEMBLY TYPE H1 AT 8'-0" AFF UNLESS OTHERWISE NOTED 2. 4" METAL STUD ASSEMBLY TYPE S1 FLUSH WITH BOTTOM OF STAIR KEY NOTE DROP BEAM KNEE BRACE TUBE & TIE BACK OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: cr H 1— z z z W w O 0 O O ❑ ❑ z z O 0 U 10 J c0 J � W W U W J 2 X z 0 0 J CN > > > W w w 1- 1- 1- z z z z W w w O 0 0 O O O ❑ ❑ ❑ z z z O O 0 THACA NY 7 SOUTH CAYUGA STR U D cc H z 0 U N CO 0 .7 O N U 1- H z O 0 10 N O V O N U D cc H z 0 U N 0 .7 O N H U D cc H z 0 U N N O N. N._ O N H U D cc H z 0 U N 0 O 0 d O N *k r N C'') l() CEILING PLAN LEVEL 10 A121 N N N N N T.O. PLANK EL. 490'-5 1/2" T.O. PLANK ELEV EL. 492'-11" T.O. PLANK WEST EL. 489'-11" 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" 1 ASSEMBLY PLAN LEVEL 80 A115 / 1/8" = KEY PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 CONCRETE SLAB ON GRADE ASSEMBLY TYPE G1 KEY NOTE ROOF HATCH ELEVATOR VENT (CENTER IN HOISTWAY) TRASH CHUTE VENT PLUMBING STACK (APPROXIMATE) MAKEUP AIR EXHAUST DUCT MAKEUP AIR SUPPLY DUCT OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J E X (i) DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV co co THACA NY 7 SOUTH CAYUGA STRE CN ASSEMBLY PLAN LEVEL 80 A115 • A O C 9'-4 1/2" 89" OC 8'-5" 9'-10 1/2" N N 26'-10 1/2" N N N 8'-9" OC 8'-5" 4 1/2" 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" ASSEMBLY PLAN LEVEL 50-70 \ - O N 0 N A114 / 1/8" = N KEY PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 CONCRETE SLAB ON GRADE ASSEMBLY TYPE G1 KEY NOTE 0'! 02 03 04 05 06 ROOF HATCH ELEVATOR VENT (CENTER IN HOISTWAY) TRASH CHUTE VENT PLUMBING STACK (APPROXIMATE) MAKEUP AIR EXHAUST DUCT MAKEUP AIR SUPPLY DUCT OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J 2 /\ DRAWING SET: CONSTRUCTION DOCUMENT co co THACA NY 7 SOUTH CAYUGA STRE CN ASSEMBLY PLAN LEVEL 50-70 A114 • A O C 9'-4 1/2" / 8'-9" OC 9'-10 1/2" N N 26'-10 1/2" N N N 4 1/2" 8'-9" OC H N140SF: • • M •� • 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" ASSEMBLY PLAN LEVEL 30-40 \ — O N 0 N A113 / 1/8" = N KEY PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 CONCRETE SLAB ON GRADE ASSEMBLY TYPE G1 KEY NOTE 0'! 02 03 04 05 06 ROOF HATCH ELEVATOR VENT (CENTER IN HOISTWAY) TRASH CHUTE VENT PLUMBING STACK (APPROXIMATE) MAKEUP AIR EXHAUST DUCT MAKEUP AIR SUPPLY DUCT OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J 2 /\ DRAWING SET: CONSTRUCTION DOCUMENT co co THACA NY 7 SOUTH CAYUGA STRE CN ASSEMBLY PLAN LEVEL 30-40 A113 • 9'-4 1/2" / 8'-9" OC 9'-10 1/2" N N 26'-10 1/2" N N N 4 1/2" 8'-9" OC H 7'-0" 2 28'-0" 28'-0" 28'-0" 8'-0" 20'-0" 28'-0" 20'-0" 28'-0" 160'-0" 1 ASSEMBLY PLAN LEVEL 20 • • M • \ - 9 N 0 N A112 / 1/8" = N KEY PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 CONCRETE SLAB ON GRADE ASSEMBLY TYPE G1 KEY NOTE 0'! 02 03 04 05 06 ROOF HATCH ELEVATOR VENT (CENTER IN HOISTWAY) TRASH CHUTE VENT PLUMBING STACK (APPROXIMATE) MAKEUP AIR EXHAUST DUCT MAKEUP AIR SUPPLY DUCT OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 U J J W U J 2 /\ V J DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV r LO CO N N N C'') L() Q NCN N C') co co THACA NY 7 SOUTH CAYUGA STRE CN ASSEMBLY PLAN LEVEL 20 A112 9'-4 1/2" / 8'-9" OC i 9'-10 1/2" N N 26'-10 1/2" N N N 4 1/2" 8'-9" OC H 1 -I" 114'-0" U 0 1 -I" 48'-0" CO ELEVATOR 23'-0' ���II II�yI hI� I -;,, °1111;1111' 62'-0" 70'-0" ->~" 10'-9" 7'-0" 2 28'-0" 28'-0" 28'-0" 20'-0" 28'-0" ASSEMBLY PLAN LEVEL 10 1/8" = 1'-0" KEY PRECAST HC CONCRETE PLANK ASSEMBLY TYPE El & E2 PRECAST SOLID CONCRETE PLANK CONCRETE TOPPING METAL DECK ASSEMBLY TYPE F1 CONCRETE SLAB ON GRADE ASSEMBLY TYPE G1 KEY NOTE y, ROOF HATCH 0 ELEVATOR VENT (CENTER IN HOISTWAY) TRASH CHUTE VENT PLUMBING STACK (APPROXIMATE) MAKEUP AIR EXHAUST DUCT MAKEUP AIR SUPPLY DUCT OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT 0 J J W 0 J 2 X CI) Cn LL 0 J co co THACA NY 7 SOUTH CAYUGA STRE CN ASSEMBLY PLAN LEVEL 10 A111 i Q Q T.O. COPING EL. 491'- 1 A40 N N N 4 4 1 A402 PROPERTY LINE Q T.O. PLANK EAST EL. 490'-11 1/2" • 0'-0" REAR SETBACK KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL ASSEMBLY SCHEDULE SERIES A500 Gv10.1-A) WINDOW SCHEDULE SERIES A700 (D10.1) DOOR SCHEDULE SERIES A800 co NOTE RESILIENT CHANNEL 1. A100 SERIES DIMENSIONS TO CENTER OF COLUMN LINE OR ROUGH EDGE OF METAL STUD AND CMU WALL 2. CENTER OF PERIMETER COLUMN LINE 1'-0" TO OUTSIDE ROUGH EDGE OF CONCRETE PLANK AND METAL STUD WALL 3. CENTER OF PERIMETER COLUMN LINE 1'-1" TO OUTSIDE ROUGH EDGE OF CMU WALL 4. RESILIENT CHANNEL LOCATED ON CORRIDOR SIDE OF ASSEMBLY TYPE T2 UNLESS OTHERWISE NOTED 5. CENTER OF COMMON DOOR 1'-8" OC FROM ADJACENT PERPENDICULAR HINGE SIDE CMU WALL UNLESS OTHERWISE NOTED 6. CENTER OF UNIT ENTRY DOOR 1'-11" OC FROM ADJACENT PERPENDICULAR HINGE SIDE METAL STUD WALL DEMISING WALL UNLESS OTHERWISE NOTED KEY NOTE T.O. PLANK EL. 490'-5 PATIO DOOR - WALK OUT PATIO DOOR - FALSE BALCONY PATIO DOOR - BALCONY MOP SINK HOSE BIB ELEVATOR VENT TRASH CHUTE MAKEUP AIR EXHAUST - SEE 1/A511 MAKEUP AIR SUPPLY - SEE 2/A511 DUCT PENETRATION AT CMU WALL T.O. COPING EL. 493'-8" T.O. PLANK ELEV EL. 492'-11" T.O. PLANK WEST EL. 489'-11" 4" LEADS SERVING 3,156 SF F 7,054 SF ROOF HATCH GUARD RAIL 8" GUTTER 4" LEADEF SERVING 994 SF OF 7,054 SF PROPERTY LINE 16-3" PLAN LEVEL 80 10'-9" 7'-0" 21' 7T-6" 50'-0" 11'-3" 8'-0" 20'-0" 28'-0" 28'-0" 20'-0" 28'-0" 160'-0" A105 / 1/8" = OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV w U 2 X z O CO LL O J CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV N N CO N CV 0 ('O t,{7 0) 0 0 0 0 0v O (Ns - O O O N CV N N N N M FLOOR PLAN LEVEL 80 A105 i Q Q 8'-9" OC 9'-10 1/2" 1 A40 26'-10 1/2" N N N 4 4 8'-9" OC / 1 A402 36-6" W72.2 -H 26'-3 1 /2" W73.1-0 26'-3 1/2" W74.1 -P I[" 19'-6" W75.1 -R PROPERTY LINE Q 5 SF 0'-0" REAR SETBACK KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL ASSEMBLY SCHEDULE SERIES A500 110.1-A) WINDOW SCHEDULE SERIES A700 (D10.1) DOOR SCHEDULE SERIES A800 RC' NOTE RESILIENT CHANNEL 1. A100 SERIES DIMENSIONS TO CENTER OF COLUMN LINE OR ROUGH EDGE OF METAL STUD AND CMU WALL 2. CENTER OF PERIMETER COLUMN LINE 1'-0" TO OUTSIDE ROUGH EDGE OF CONCRETE PLANK AND METAL STUD WALL 3. CENTER OF PERIMETER COLUMN LINE 1'-1" TO OUTSIDE ROUGH EDGE OF CMU WALL 4. RESILIENT CHANNEL LOCATED ON CORRIDOR SIDE OF ASSEMBLY TYPE T2 UNLESS OTHERWISE NOTED 5. CENTER OF COMMON DOOR 1'-8" OC FROM ADJACENT PERPENDICULAR HINGE SIDE CMU WALL UNLESS OTHERWISE NOTED 6. CENTER OF UNIT ENTRY DOOR 1'-11" OC FROM ADJACENT PERPENDICULAR HINGE SIDE METAL STUD WALL DEMISING WALL UNLESS OTHERWISE NOTED KEY NOTE 36'-7" W76.1 -Y A512 0 0 PATIO DOOR - WALK OUT PATIO DOOR - FALSE BALCONY PATIO DOOR - BALCONY MOP SINK HOSE BIB ELEVATOR VENT TRASH CHUTE MAKEUP AIR EXHAUST - SEE 1/A511 MAKEUP AIR SUPPLY - SEE 2/A511 DUCT PENETRATION AT CMU WALL CORRIDOR ELEVATOR STAIR 1 71.1-A N J in W76.3-Zjt, 4'-6 3/4" - 0 30'-6" PROPERTY LINE 16 -3" PLAN LEVEL 50-70 10'-9" 7'-0" / 21'-0" f 8'-0" 20'-0" 28'-0" 28'-0" 28'-0" 28'-0" 20'-0" 160'-0" 28'-0" A104 / 1/8" = 1'-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: c CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV w U 2 X z 0 CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV N N N CN 0 CO t,{) 0) v O (Ns - O O O N N N N N N M FLOOR PLAN LEVEL 50-70 A104 -61 i Q Q 8'-9" OC 9'-10 1/2" 4 4 1 A402 N N N N 26'-10 1/2" / 8'-9" OC / 36-6" W42.2 -H 6'-111 1 /2" W4 W44.1 -L r 16.-111 1/2" W4 19'-6" PROPERTY LINE Q W46.1 -R U43 -C2 661 SF STUDIO STUDIO STUDIO 5 SF 0'-0" REAR SETBACK KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL ASSEMBLY SCHEDULE SERIES A500 110.1-A) WINDOW SCHEDULE SERIES A700 (D10.1) DOOR SCHEDULE SERIES A800 RC' NOTE RESILIENT CHANNEL 1. A100 SERIES DIMENSIONS TO CENTER OF COLUMN LINE OR ROUGH EDGE OF METAL STUD AND CMU WALL 2. CENTER OF PERIMETER COLUMN LINE 1'-0" TO OUTSIDE ROUGH EDGE OF CONCRETE PLANK AND METAL STUD WALL 3. CENTER OF PERIMETER COLUMN LINE 1'-1" TO OUTSIDE ROUGH EDGE OF CMU WALL 4. RESILIENT CHANNEL LOCATED ON CORRIDOR SIDE OF ASSEMBLY TYPE T2 UNLESS OTHERWISE NOTED 5. CENTER OF COMMON DOOR 1'-8" OC FROM ADJACENT PERPENDICULAR HINGE SIDE CMU WALL UNLESS OTHERWISE NOTED 6. CENTER OF UNIT ENTRY DOOR 1'-11" OC FROM ADJACENT PERPENDICULAR HINGE SIDE METAL STUD WALL DEMISING WALL UNLESS OTHERWISE NOTED KEY NOTE 13'-6 46'-0" W46.3 -W 36'-7" W47.1 -Y M U 0 0 0 CORRIDOR D45 )(D46.1 D40.4) PATIO DOOR - WALK OUT PATIO DOOR - FALSE BALCONY PATIO DOOR - BALCONY MOP SINK HOSE BIB ELEVATOR VENT TRASH CHUTE MAKEUP AIR EXHAUST - SEE 1/A511 MAKEUP AIR SUPPLY - SEE 2/A511 DUCT PENETRATION AT CMU WALL STUDIO ELEVATOR D40.2) 2'-3 4'-6' W47. -Z 4'-6 3/4"' 30'-6" R9 0' 20'-0 1/2" 6'-3 7/8" PROPERTY LINE 16 -3" 10'-9" CUT AND RETENSION EXISTINGABLES WITH STEEL ANGLE AT ADJACENTCOLUMN (2) 8'-0" CONCRETE PARKING STOPS (27) 8'-6" X 16' PARKING SPACES TO (26) 8'-6" X 16' PARKING SPACES (1) PARKING SPACE USED FOR FOR 5'-0" WIDE RAMP TO CAYUGA ST GARAGE D30.2) 7'-0" 8'-0" 20'-0" 28'-0" 28'-0" 20'-0" 28'-0" 160'-0" PLAN LEVEL 30-40 A103 / 1/8" = 1'-0" 1 It STA R1 ELEVATOR 8-4'X611" PLAN LEVEL 30 1/8" = 1-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV w U 2 X z 0 CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV N N CO N CV O O O O O O N CV N N N N M FLOOR PLAN LEVEL 30-40 A103 i Q Q 9'-10 1/2" 26'-10 1 /2" N N N 4 4 8'-9" OC / \ 36-6" 6'-11 1/2" 16'-11 1 /2" W22.2 -H W24.1 -L 19'-6" W26.1 -R PROPERTY LINE Q U23 -C2 661 SF STUDIO+ U24 -D 663 SF STUDIO+ STUDIO+ 5 SF 0'-0" REAR SETBACK KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL ASSEMBLY SCHEDULE SERIES A500 110.1-A) WINDOW SCHEDULE SERIES A700 (D10.1) DOOR SCHEDULE SERIES A800 RC' NOTE RESILIENT CHANNEL 1. A100 SERIES DIMENSIONS TO CENTER OF COLUMN LINE OR ROUGH EDGE OF METAL STUD AND CMU WALL 2. CENTER OF PERIMETER COLUMN LINE 1'-0" TO OUTSIDE ROUGH EDGE OF CONCRETE PLANK AND METAL STUD WALL 3. CENTER OF PERIMETER COLUMN LINE 1'-1" TO OUTSIDE ROUGH EDGE OF CMU WALL 4. RESILIENT CHANNEL LOCATED ON CORRIDOR SIDE OF ASSEMBLY TYPE T2 UNLESS OTHERWISE NOTED 5. CENTER OF COMMON DOOR 1'-8" OC FROM ADJACENT PERPENDICULAR HINGE SIDE CMU WALL UNLESS OTHERWISE NOTED 6. CENTER OF UNIT ENTRY DOOR 1'-11" OC FROM ADJACENT PERPENDICULAR HINGE SIDE METAL STUD WALL DEMISING WALL UNLESS OTHERWISE NOTED KEY NOTE 13'-6 46'-0" 18'-8" 20'-3" '-- W26.3 -W 36'-7" W27.1 -Y M U 0 0 0 D2 (D26.1) c7 PATIO DOOR - WALK OUT PATIO DOOR - FALSE BALCONY PATIO DOOR - BALCONY MOP SINK HOSE BIB ELEVATOR VENT TRASH CHUTE MAKEUP AIR EXHAUST - SEE 1/A511 MAKEUP AIR SUPPLY - SEE 2/A511 DUCT PENETRATION AT CMU WALL CORRIDOR STUDIO ELEVATOR 8'-4" X 6'11" 21.1-A 2'-3 4'-6' W27. -Z 4'-6 3 4" 30'-6' PROPERTY LINE 16 -3" 10'-9" 7'-0" 8'-0" 20'-0" 28'-0" 28'-0" 20'-0" 28'-0" i PLAN LEVEL 20 160'-0" A102 / 1/8" = OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: w CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U 0 2 X z 0 CONSTRUCTION DOCUMEN THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV N N CO N CV O ('O LO 0) O O O O O N N N N N N M FLOOR PLAN LEVEL 20 A102 W11.2 -G U12 -C1 STUDIO+ 17'-8" W13.1 -K W15.1 -Q U13 -D 663 SF STUDIO+ STUDIO+ 106 SF 0'-0" REAR SETBACK 13'-6 46'-0" 9,-9" W15.3 -V 36'-7" W16.1 -X ± 14'-6 3/4" 6'-4 3/8" ELECTRIC CORRIDOR �'1 r STAIR 2 ELEVATOR TRASH - - - 8'-4" X 6'11" ' r ` 1 iII1� R9'-0" PROPERTY LINE 10'-9" 20'-0" 28'-0" 28'-0" PLAN LEVEL 10 160'-0" A101 / 1/8" = 1'-0" KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL ASSEMBLY SCHEDULE SERIES A500 110.1-A) WINDOW SCHEDULE SERIES A700 (D10.1) DOOR SCHEDULE SERIES A800 RC' NOTE RESILIENT CHANNEL 1. A100 SERIES DIMENSIONS TO CENTER OF COLUMN LINE OR ROUGH EDGE OF METAL STUD AND CMU WALL 2. CENTER OF PERIMETER COLUMN LINE 1'-0" TO OUTSIDE ROUGH EDGE OF CONCRETE PLANK AND METAL STUD WALL 3. CENTER OF PERIMETER COLUMN LINE 1'-1" TO OUTSIDE ROUGH EDGE OF CMU WALL 4. RESILIENT CHANNEL LOCATED ON CORRIDOR SIDE OF ASSEMBLY TYPE T2 UNLESS OTHERWISE NOTED 5. CENTER OF COMMON DOOR 1'-8" OC FROM ADJACENT PERPENDICULAR HINGE SIDE CMU WALL UNLESS OTHERWISE NOTED 6. CENTER OF UNIT ENTRY DOOR 1'-11" OC FROM ADJACENT PERPENDICULAR HINGE SIDE METAL STUD WALL DEMISING WALL UNLESS OTHERWISE NOTED KEY NOTE e 0 0 PATIO DOOR - WALK OUT PATIO DOOR - FALSE BALCONY PATIO DOOR - BALCONY MOP SINK HOSE BIB ELEVATOR VENT TRASH CHUTE MAKEUP AIR EXHAUST - SEE 1/A511 MAKEUP AIR SUPPLY - SEE 2/A511 DUCT PENETRATION AT CMU WALL CONCRETE PAD AT PATIO DOOR OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV U LS J CO J � w U 2 X z 0 CONSTRUCTION DOCUMENT REV rr o 0 N M (7 6) 6) 0 O O (7-7) O O N N N CO FLOOR PLAN LEVEL 10 THACA NY 7 SOUTH CAYUGA STR CN A101 49.08' 1.67% 5'-0" EX 409.00' EX 409.00' 5.00% 5'-0" DETAIL ENTRY PLAN 1.67% 5'-0" 1.67% -5'-0' oCC szt in 0 5.00% 191-0” 410.42'4,}- 410.58' 0 0,,\�i 71- .33% .33% -0" 410.67' 0 0 LOBBY 8'-4 3/4" CLEAR ALIGN U1 ELECTRIC U1 O D-10.2) U2 1- 0 0 z 7'-10 1/8" RO 410.33' 410.58' 410.67' ALIGN 409.83' J N 1111111111111 IP 1 0 A002 / 1/4" = 1'-0" KEY CMU WALL METAL STUD EXTERIOR WALL METAL STUD DEMISING WALL CONCRETE SIDEWALK 4" METAL BOLLARD PAINTED WHITE DROUGHT TOLERANT GRASS SEED 30" TALL BURNING BUSH SHREDDED HARDWOOD MULCH KEY NOTE FIRE HYDRANT TELEPHONE & CARD READER ENTRY HOSE BIB (6) BIKE RACKS FIRE DEPARTMENT CONNECTION FIRE ALARM REMOTE ENUNCIATOR FIRE ALARM CONTROL PANEL CARD READER SYSTEM OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: w CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U U z O CO LL O J CONSTRUCTION DOCUMENT REV THACA NY 7 SOUTH CAYUGA STR CN CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV N 0 0 L•) N (NJ c, CO h- O 6) 'l) O� Q O O O O O O N N N N N DETAIL ENTRY PLAN SOUTH CAYUGA STREET KEY (A) 1 1 1 1 1 (B) PROPERTY LINE BUILDING ENEVELOPE CONCRETE SIDEWALK 0 I® I® I® I- 11 1 M 1 M 1 ® 1 i_ i_ I_ 7 I I I 1 I NM 20' X 15 X 6' TALL TRASH ENCLOSURE WITH MANUAL SWING GATE (6X6 PT WOOD POSTS WITH ORANGE PANELS TO MATCH EX CAYUGA PLACE) 1 14 BICYCLE PARKING SPACES (7 INVERTED U STYLE RACK, BLACK) 1 1 1 1 6' HIGH COMMERCIAL BLACK COATED CHAIN LINK FENCE (48" DUALSW)NG MANUAL PEDESTRIAN GATE) 1 EXISTING TREES AND LANDSCAPING AT WALK WAY TO BE REMOVED IF NECESSARY AND REPLANTED 1 1 LANDSCAPE SITE PLAN A001 1 1 " = 20'-0" GRAVEL BLUESTONE SCREE GARDEN (9) 2 1/2" RED SUNSET MAPLE TREE (3) 2 1/2" SKYROCKET ENGLISH OAK (1) ARISTOCRAT PEAR TREE (14) HERITAGE RIVER BIRCH DROUGHT TOLERANT GRASS SEED KEY NOTE EGRESS DOOR TRASH ROOM DOOR Oz 3 Z1- 1i 4 0 VIL En w ILn Enm X� N X 0 4- 4 0 APPROXIMATELY X OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT REV 0 O N CONSTRUCTION DOCUMENT REV w U 2 X z 0 THACA NY 7 SOUTH CAYUGA STR CN LANDSCAPE SITE PLAN A001 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FRAMING DETAILS S403 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FRAMING DETAILS S402 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FRAMING DETAILS S401 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FRAMING DETAILS S305 LL„ 0 ENCASE STEEL w/ MIN. 3" OF CONC., SAME STRENGTH AS SLAB, AFTER STEEL IS ERECTED ISOLATION JOINT 1" TO BOTT. BASE le THREADED ANCHOR RODS w/ NUT * le WASHER, 124) MIN. EMBEDMENT (TO TOP OF NUT) SEE PLAN/SCHEDULE FOR PILE CAP SIZE, REINF. * EL. r- 3" MIN. Typical Column Foundation Detail ENCASE STEEL w/ MIN. 3" OF CONC., SAME STRENGTH AS SLAB, AFTER STEEL. IS ERECTED 1" TO BOTT. BASE PL FIN. FLR. EL. (SEE PLAN) -3/4" GROUT 1/4" LEV. E 1/4" PREMOLDED FI LLER 6" MIN. (TENSION PI LE EMBED PER MANUF. ABOVE BOTTOM MAT OF REINF., COORD. REINF ./P I LES) FILE (SEE PLAN) ISOLATION JOINT TI-IREADED ANCHOR RODS w/ NUT * E WASHER, 120 MIN. EMBEDMENT (TO TOP OF NUT) SEE PLAN/SCHEDULE FOR GRADE BEAM SIZE, REINF. * EL. 7 Fl NI SHED GRADE 3/4' GROUT —1/4" LEV. PL TYPICAL COLUMN BASE DETAIL SUPPORTED ON GRADE BEAM #4 @ 12" CONT SEE PLAN FOR SLAB TI-IICKNESS FIN. FLR. EL. (SEE PLAN) CONCRETE GRADE BEAM (SEE SCI-IEDULE) #4 @ 12" DOWELS TYPICAL TURNED DONN SLA 5 DETAIL #6 @ 12" #6 @ 12" TYPICAL SEE TYPICAL LIFT PIT DETAIL FOR INFO. NOT SHOWN 21-0" 21-0" #6 @ 12" E.N., T$3 TYPICAL 3 SIDES FIN. FLR. EL. (SEE PLAN) k VERTICAL REINF. CENTERED IN WALL (SEE PLAN/SCHEDULE) CMU BEARING WALL DOWELS TO MATCH VERT. REINF. 3" CLR. TYP. FIN. FLR. EL. (SEE PLAN) SEE PLAN FOR 130TTOM OF GRADE 13M. OR FLOOR 13M. ELEVATIONS FIN. FLR. EL. (SEE PLAN) CONCRETE GRADE BEAM (SEE SCI-IEDULE) L CAISSON • CONSTRUCTION CL RADE BEAM SEE FIN. GRADE VARIES RC 1 SEE ARCHITECTURAL HALL #4 @ 12" CONT. #4 @ 12" 1" .0.G. (SEE PLAN) / 21-0" MIN. SEE PLAN/SCHEDULE FOR BM. REINF. • 1 40 ea a a Alp GRADE BEAM TRANSITION DETAIL NOTES: 1) GRADE BEAM STEP HILL OCCUR ABOVE OR WITHIN DEPTH/PARTIAL DEPTH OF THE PILE CAP TN ICKNESS. 2) STEP OCCURS ACROSS FULL WIDTH OF THE PILE CAP. NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SI -ALL CREATE PANELS OF 225 SQ. FEET (MAXIMUM), W I TH PANEL ASPECT RATIOS NO GREATER THAN 1.5 TO 1. SEE PLAN FOR SLAB TI-IICKNESS SAWCUT (GREATER OF 1" AND 1/4 OF SLAB DEPTH) W I TH I N 12 I-IOURS OF POUR (DO NOT INTERRUPT MESH) LIFT PIT EL. thik_ (SEE PLAN) 1111-1 METAL KEY -FORM BY KEYKOLD INC. OR EQUAL ( INTERRUPT ESI -1 AT JO I NT) CONSTRUCTION JOINT \ CONTROL JOINT CN 66 FIN. FLR. EL. (SEE PLAN) STAIR STRINGER * CONNECTION TO SLAB (SEE STAIR MFR. DNGS. ) #4 @ 12" DOWELS SEE PLAN/SCNEDULE FOR GRADE BEAM SIZE, REINF. $ EL. SEE PLAN FOR SLAB TI-IICKNESS /1, 0 in 21-0" (2) #5 CONT. FIN. GRADE (VARIES) ALL $ GRADE BEAM #4 @ 12" CONT. 21-0" MIN. #4 @ 12" 414' S.O.G. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) TYPICAL SLAB ON GRADE DETAILS TYPICAL T1-IICKENED SLAB -ON -GRADE DETAIL @ STAIR (SEE ARCH . DIAIGS. FOR LOCATIONS, COORD. w/ STAIR MFR.) TO MATCH ELEVATOR PIT MAT THICKNESS COORD. DIMENSIONS w/ PLUMBING/ARCH. DNGS. TYPICAL LIFT SUMP DETAIL @ SIDE NALL (COORDINATE REQUIREMENTS AND LOCATION HIT -1 ARCH./MEP DRAWINGS) DOWELS TO MATC1-1 VERT. REINF. 4.4x4x3/8 CONT. w/ 3/4" 4) - ANCI-1. BOLTS @ 21-0" o/c 21-0" • PROVIDE DW LS. TO MATCH TO MATCH VERT. REINF. (TIP.) LAP PER GEN. NOTES 12" REINF. CONC. HALL lOr 8," CMU WALL SEE PI-AN/SCHEDULE >< FOR REINF. #4 @ 12" #6 @ 12" V . E . F. SEE PLAN FOR ELEVATION z To FIN. FLR. EL. (SEE PLAN) a ri LL 0_ E 1•13 O >- 1— < > 111 W > W - 0 c -- SEE ARCI-I. DWGS. FOR SI-IAFT SIZE PILE CENTERED ON WALL (SEE PLAN) TYPICAL ELEVATOR PIT SECTION tta @ 10" E W 1-413 3" MIN. 6" MIN. SEE PLAN SLAB CONTROL * CONSTRUCTION JOINT PATTERN (SEE TYP. SLAB ON GRADE DETAILS) PI ER SEE PLAN/SC EDU E FOR GRADE BEAM SIZE, REINF. $ EL. PROVIDE 1/4" PREMOLDED FILLER COLUMN ); PAPER JOINT PROVIDE 1/4" PREMOLDED FILLER CORNER COLUMN 5:1SEE PLAN • PAPER JOINT ic INTERIOR COLUMN PI ER EXTERIOR COLUMN TYPICAL ISOLATION JOINT DETAILS OWNER CAYUGA GREEN 11, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 Project No: 3616.0001.00 CIVIL ENGINEER M -E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 ILU z e't i Q icrr- LU <4. ccci; FOUNDATION PERMIT (t) z 0 (7) Lu tQ z IP 0z D 0 U_ 4:k H— IN FOUNDATION DETAILS S304 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 SPECIAL INSPECTION REQUIREMENTS S303 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 SCHEDULES S302 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 GENERAL NOTES S301 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FLOOR FRAMING PLAN LEVEL 80 S105 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FLOOR FRAMING PLANS LEVEL 50 - 70 S104 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FLOOR FRAMING PLANS LEVEL 30 - 40 S103 CAYUGA GREEN IIOWNER CAYUGA GREEN II, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DATE:DRAWING SET:#201401061FOUNDATION PERMITProject No: 3616.0001.00 FLOOR FRAMING PLAN LEVEL 20 S102 SITE WALL 11 SEE CIVIL DWGS 409.00' 71-0" 211-0" • 28'-0" 281-0" 8 0 281-0" 0 201-0" • 281-0" 0 81-0" C5 C5 S304 C5 C5 (71 40q.00' GB1 (-1.33'. GB1 (-1.33' GBS 1.33' GB1 (-1.33'. PC5 (-1.33 251-4" C5 PC5 (-1.33') 161-8" 0 v PC5 (-1.33') PC5 (-1.33') GB2 (-1.33') CONCRETE SLAB ON GRADE GB2 (-1.33') C5 w/ 6x6 - A1,4x1A11.4 WWF OVER 4" CRUSHED TONE FIN. FLR. EL. DATUM EL. 0.0• N O N GB1 CANT. (-1.33') 409.50' EXISTING WATER �I LINE V.I.F. (ASSUMED AT EL. 404.00') co. al PC5 PILE CONFIGURATION CENTERED AT CORNERS (TYP. ) IVANY BLOCK SHEAR WALLS AT LEVELS 10 * 20 (TYP. ) 33'L (-1.33') -OVER POUR MAT ONTO LOW 5R ELEVATOR MAT FIRS PILE START AT D OF WALL ISOLATION JOINT (TYP)) TY CO J01 GB1-1.31)_ _/;\_ 409.00' FOUNDATION DESIGN IS BASED ON THE PILE INFORMATION PROVIDED BY CMI STRUCTURAL SOLUTIONS DATED APRIL 1 2014 STELCOR PILES ARE 12" DIAMETER GROUT COLUMN WITI-I AN ALLOWABLE COMPRESSION GAPAGITY OF 80 KIPS AN ALLOWABLE TENSION GAPAGITY OF 30 KIPS AND AN ALLOWABLE LATERAL CAPACITY OF 25 KIPS. A MINIMUM CENTER TO CENTER PILE SPACING OF TI-IREE FEET MUST BE MAINTAINED. ACTUAL MICROPILE DESIGN MUST BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, AS PART OF THE PILE INSTALLER'S SCOPE OF WORK. TI -115 INCLUDES, BUT IS NOT LIMITED TO, FINAL PILE SIZE, REINFORCEMENT, LENGTH AND CONNECTION TO CONCRETE CAP. PILING CONTRACTOR SHALL PERFORM PILE LOAD TESTS IN ACCORDANCE WITH THE FINAL GEOTECHNICAL REPORT AND ASTM D1143. GBS -1.33') 'ICAL (TRIOL/CONSTRUCTION \1T PATTERN (TYP.) PC3 (-1.33') PC4 (-1.33') MP848 �1P iP MP848 PC3 ( -1.33' ) 38" THK. MAT w/ #8 @ 10" EAT*B (-1.33') ISTEP GRADE BEAM- (� i AT PILE GAP (-1.33') PC3 (-3.33') PC3 (-3.33') PC4 409.50' GB1 (l r1 r0 () 0 0 r� (-5.00 EQ EQ 1P )�1P GB1 (-1.33 409.00' GB1 408.00' x. 24"x40" GB 0 v >- i 1— Q 0 Ex. 16"x48" GB PILE AT EACH CORNER OF ELEVATOR PIT AND AT MID -SPACING Ex. 1011x48° Ex. 1011x48" GB Ex. 16"x4E" GB GB1 407.00' Ex. LiTILITY LINE Ex. 10"x48" GB 8" GB €408.00' €40E.00' €408.00' 404 42' 1 �� 1 X404 A21 Ex. 40" DEEP PILE CAP 408.00' 0 cn Ex. CONC. COL (TYP) 0 0 cO 0 Ex. 4E" DEEP PILE CAP X403.17` 26'-6" Ex. 4E" DEEP PILE CAP €408.00' 26'-8" Ex. 48" DEEP PILE CAP 408.00' 26'-8" Ex. FAR NG GARAGE Ex. 4E" DEEP PILE CAP €404.42' Ex. CONC. SLAB Ex. 48" DEEP PILE CAP 404.42' Ex. 48" DEEP °ILE CAP €404.42' X404.42' 26'-8" 26'-8" 26'-8" 26'-8" (20) #7 LAB- (7) AB- (18) #7 ENT*B (7) #6 (TYP.) 3 - WAYS T*B APN1\ 1'-q" 11_6" 1'-6" 11 _6111 3'-311 31 _311 61-6" PILE CAP - PC3 D=38" (12) #7 ENT*B 0 1'-611 11-6" J 1'-9" 31-311 3 -3" 61-611 21-2" (12) #7 LWB 3'-11" 3'-11" 71-10" PILE CAP - PC4 PILE CAP - PC5 D=38" D=38" PILE CAP DETAILS SCALE : 3/8" = 1'-0" NOTES: 1) SEE PLAN FOR QUANTITY AND LOCATION OF ALL PILE CAPS. 2) "D= " INDICATES DEPTH OF PILE CAP. 3) SEE SPECIFIC PILE CAP TYPE FOR REQUIRED REINFORCING. ALL BARS TO END WITH STANDARD 180° HOOK, EACH END. 4) CENTER TO CENTER PILE SPACING SHALL BE 3'-0". 5) MINIMUM DISTANCE FROM CENTER OF PILE TO EDGE OF CAP TO BE 1'-9". 6) ALL PILES TO TO BE PER GEOTECHNICAL ENGINEER'S SPECIFICATIONS. FOUNDATION PLAN LEVEL - 10 SCALE: 1/8"=l'-0" NOTES: 1) SEE PLAN FOR FINISHED FLOOR ELEVATION. SEE ARCHITECTURAL DOCUMENTS FOR ALL SLOPES AND VARIANCES FROM ELEVATION SHOWN. DATUM ELEVATION (0.00') IS 409'-6" 2) +/- ___' INDICATES TOP OF SLAB ELEVATION. 3) "( )" INDICATES TOP OF GRADE BEAM ELEVATION RELATIVE TO DATUM ELEVATION 0'-0". 4) TOP OF PIER ELEVATION NOTED THUS C 7. 5) SEE 5302 FOR COLUMN, PIER, PILE CAP * GRADE BEAM SCHEDULES. 6) FOUNDATIONS, COLUMNS AND PIERS ARE CENTERED ON THE GRID LINE, UNLESS NOTED OTHERWISE. 7) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, DIMENSIONS ON THESE DRAWINGS ARE FOR CONVENIENCE ONLY AND MUST BE CHECKED WITH ARCHITECTURAL DRAWINGS FOR ACCURACY. DIMENSIONS ON ARCHITECTURAL DRAWINGS GOVERN. 8) "€ " INDICATES APPROXIMATE TOP OF EXISTING FOOTING ELEVATION (V.I.F.). 9) "(*)" INDICATES BOTTOM OF FOOTING TO MATCH BOTTOM OF EXISTING FOOTING ELEVATION. 10) FOOTINGS AND PIERS SUPPORTING MORE THAN ONE COLUMN SHALL BE CENTERED BETWEEN THEM IN BOTH DIRECTIONS, UNLESS NOTED OTHERWISE. 11) COORDINATE ALL UNDERGROUND UTILITY REQUIREMENTS WITH CIVIL/MEP DRAWINGS. ALL UTILITIES SHALL BE ABOVE/BELOW FOOTING AND NOT LOCATED WITHIN FOOTINGS. NOTIFY ENGINEER OF RECORD IF OTHERWISE. 12) "RWC" INDICATES RAINWATER CONDUCTOR LOCATION, TOP OF FOOTING (-2.00') BELOW SLAB ON GRADE (MIN.). 13) 14) " 0 " INDICATES SINGLE PILE WITH THE COMPRESSION, TENSION AND LATERAL ALLOWANCE LOAD REQUIREMENTS PER THE GENERAL NOTES. PILE NOTED " " ARE COMPRESSION PILES ONLY. ALL OTHERS REQUIRE FULL TENSION AND LATERAL CAPACITY. INDICATES FINISHED GRADE ELEVATIONS PER CIVIL/ARCH. DOCUMENTS. OWNER CAYUGA GREEN I1, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 Project No: 3616.0001.00 CIVIL ENGINEER M -E COMPANIES, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 C) FOUNDATION PERMIT FOUNDATION REVISIONS CD 0 0 0 0 0 0 N j N FOUNDATION PLAN LEVEL 10 S101 SWPP SITE PLAN = 20'-0" SOUTH CAYUGA STREET 1 LI ENTER & EXIT ® I® I® I INN I ININ I IMN I ININ I® I® I® I® I INN I NO I I I - I I INN IMINI IMINI • /FFDIP 1 EXIT IF 1NECEISSARY i r TEMPORARY CONSTRUCTION TRAILER CONSTRUCTION TRAFFIC TO ENTER & EXIT AT SOUTH CAYUGA STREET OR EXIT AT EAST GREEN STREET IF NECESSARY 1 1 1 1 1 1 POTENTIAL CRANE LOCATION FDIP 1 KEY (A) 101 FFDIP PROPERTY LINE BUILDING ENEVELOPE PROJECT EXTENT CONSTRUCTION TRAFFIC CONSTRUCTION FENCE SILT FENCE FILTER FABRIC DROP INLET (FFDIP) J D_ 0 pr, CI L.. - Li Li aCZ a. L. doi- JL maim MUNI IMM O HUM M.B. Num, ....i6 ....rr� ..fa •siren. moms z 0 U W n z D 1- 0 w z w L, v) OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT U J J W U J 2 X co co THACA NY 7 SOUTH CAYUGA STRE CN SWPP SITE PLAN C003 GRADING SITE PLAN = 20'-0" SOUTH CAYUGA STREET rn� vcd cdv WW 1 1 1 1 1 1 1 1 1 MANHOLE EX 408.22' \ s \ 4) I Ob. oo Dt s \ Li_ I I_ I_ I_ I_ 1_ 1 `% 1® 1® I— I— I i_ 1 1 \ T 1 \ \ I 409.50' \\ i EX 409.00' \ ■ \ L() 0 in W CQ tt7 to M N CS) tiaiao a)a air, ai, 0 coo aa ' 0co 0 N- 81.3. i OW0WfWW •<:•<:t. d- co MANHOLE EX 407.91' o o l i 7 • 7 • I 7 bitP • / MANHOLE EX 410.38' EX 409.50' EX 409.00' L / I/ /CATCH BASIN EX 409.92' 410.67' 410.67' CATCH BASI EX 410.37' 44, 44, 0 44/ 1 1 1 1 1 CATCH BA N EX 410.61' Mal KEY (A) B) PROPERTY LINE BUILDING ENEVELOPE PROJECT EXTENT — EXISTING GRADE PROPOSED GRADE OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT 0 O N CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U Lo J co J � w U 2 X co z CO0 LL O J THACA NY 7 SOUTH CAYUGA STR CN GRADING SITE PLAN z . MH "T"0.=405.8 IN V. 24"5=402.2 EX CB. RIM=- 408.27 EX SAN MANHOLE RIM= 408.22 z a z EXISTING iLECTRIC (GARAGE), j EXISTING ELECTRICT RELOCATED AS NECESSARY EX SAN MANHOLE RIM= 408.03 EX SAN MANHOLE T.0.=407.60 EXISTING GAS REMOVED AS NECESSARY EXISTING WATER RELOCATED AS NECESSARY UTILITY SITE PLAN = 20'-0" w 00 SA RAISE EX SAN MANHOLE TO 410.08' EXISTING FIRE HYDRANT 8" SANITARY TIED INTO EXISTING MAN HOLE ELECTRIC CATCH BASIN'' TC = +1- 409.50' INV = 404.671; EX. MH T.C.=410.38 INV NE=402.88 INV NW=402.88 INV SE=402.78 GA STREET SOUTH CAY 50 LF 6" WATER AT 405.92' ELECTRIC 4" DOMESTIC WATER 6" FIRE SUPPRESSION WATER TELECOMMUNICATION a D WATER EX ELEC VAULT TO REMAIN T. EX TEMP ELEC TO BE REMOV F WATER EX. CB T.C.=409.92 IN V=404.42 EX. CB T.C.=410.68 INV=406.70 (3) 4" ROOF DRAIN LEADER AS LOCATED ON FLOOR PLAN LEVEL 80 SHEET A105 AND ELEVATION WEST SHEET A304 CONCRETE TURN DOWN SLAB CONCRETE GRADE BEAM AVERAGE GRADE AT EL. 410'-2" 6" STORM CONNECTOR CONCRETE PILE CAP BEYOND CONCRETE MAT FOUNDATION BEYOND 6" STORM STARTING AT EL. 407'-2" PROPERTY LINE EXISTING STORM REMOVED AS NECESSARY (3) 4" ROOF DRAIN LEADER ABANDONED WATER REMOVED AS NECESSARY EX. CB T.C.=410.37 INV=403.24 •4$/ 4" DOMESTIC WATER AND 6" FIRE SUPPRESSION AT EL. 405'-11" PROPERTY LINE KEY (A) (B) PROPERTY LINE BUILDING ENEVELOPE PROJECT EXTENT — TC— TELECOMMUNICATION — E — ELECTRIC — G — GAS — SAN— SANITARY — w— WATER — STM— STORM 0 - 6- NOTE MANHOLE CATCH BASIN FIRE HYDRANT 1. CONTRACTOR SHALL EXPOSE AND FIELD VERIFY ALL UTILITY ELEVATIONS PRIOR TO CONSTRUCTION TO ASSURE PROPER CLEARANCE BETWEEN UTILITIES 5'-2" If 4'-6" DETAIL SECTION 1/2" = 1'-0" 4" ROOF DRAIN LEADER CLEAN OUT 6" STORM STARTING AT EL. 407'-2" PROPERTY LINE 1111111111111111 1111111111111 e° N o v. CATCH BASIN TC = +/-409.75' INV = 404.00' 38 LF 8" HDPE AT 5% EX. CB T.C.=410.61 NV=401.97 DETAIL PLAN 1/2" =1-0" EX. MH T. C.=410.30 EX. MH T.C.=410.34 INV=400.84 4 6" WATER 6" FIRE SUPPRESION 6" VALVE 4" VALVE 4" DOMESTIC WATER PROPERTY LINE DETAIL PLAN ii +1 C001 1/2" = 1-0" OWNER LOFTS ON SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV U 2 X co z 0 CONSTRUCTION DOCUMENT REV CO71- LO N C C 1 '.. Z17") 0 0 0 0 d- v "4- 0 o 0 O N N N N CN C'ry THACA NY 7 SOUTH CAYUGA STR CN UTILITY SITE PLAN C 0 0 1 LEVEL 80 LEVEL 70 s 424.43 SF OPENING / 594.43 SF WALL = 71.40% LEVEL 60 424.43 SF OPENING / 572.33 SF WALL = 74.16% LEVEL 50 s 424.43 SF OPENING / 572.33 SF WALL = 74.16% LEVEL 40 424.43 SF OPENING / 572.33 SF WALL = 74.16% LEVEL 30 s 424.43 SF OPENING / 572.33 SF WALL = 74.16% LEVEL 20 • 421.15 SF OPENING / 572.33 SF WALL = 73.59% LEVEL 10 164.30 SF OPENIN 572.33 SF WALL = 28.70% NORTH EXTERIOR WALL OPENING PROTECTED 15'-1" FSD = 75% G004 / 1" = 20'-0" LEVEL 80 • s • s • s • LEVEL 70 424.89 SF OPENING / 594.43 SF WALL = 71.48% LEVEL 60 424.89 SF OPENING / 572.33 SF WALL = 74.24% LEVEL 50 424.89 SF OPENING / 572.33 SF WALL = 74.24% LEVEL 40 424.89 SF OPENING / 572.33 SF WALL = 74.24% LEVEL 30 424.89 SF OPENING / 572.33 SF WALL = 74.24% LEVEL 20 418.33 SF OPENING / 572.33 SF WALL = 73.09% LEVEL 10 3 370.23 SF OPENING / 572.33 SF WALL = 64.69% SOUTH EXTERIOR WALL OPENING PROTECTED 58'-1" FSD = NO LIMIT G004 = 20'-0" LEVEL 80 SLEVEL 70 1466.16 SF OPENING / 1971.74 SF WALL = 74.36% LEVEL 60 1466.16 SF OPENING / 1841.67 SF WALL = 79.61% LEVEL 50 1466.16 SF OPENING / 1841.67 SF WALL = 79.61% LEVEL 40 1453.11 SF OPENING / 1841.67 SF WALL = 78.90% LEVEL 30 1453.11 SF OPENING / 1841.67 SF WALL = 78.90% LEVEL 20 1453.11 SF OPENING / 1841.67 SF WALL = 78.90°% LEVEL 10 1194.23 SF OPENING / 1841.67 SF WALL = 64.84% PROTECTED 62'-0" & 64'-6" FSD = NO LIMIT 2 EAST EXTERIOR WALL OPENING G004 / 1 " = 20'-0" LEVEL 80 LEVEL 70 63.96 SF OPENING / 1827.28 SF WALL = 3.50% LEVEL 60 63.96 SF OPENING / 1841.67 SF WALL = 3.47% LEVEL 50 63.96 SF OPENING / 1841.67 SF WALL = 3.47°% LEVEL 40 63.96 SF OPENING / 1841.67 SF WALL = 3.47% LEVEL 30 63.96 SF OPENING / 1841.67 SF WALL = 3.47% LEVEL 20 63.96 SF OPENING / 1841.67 SF WALL = 3.47% LEVEL 10 4 0.00 SF OPENING / 1841.67 SF WALL = 0.00% i / PROTECTED WEST EXTERIOR WALL OPENING 4'-11" FSD = 15% 0004 1" = 20'-0" KEY EXTERIOR WALL PROTECTED EXTERIOR OPENING MAX AREA PROTECTED EXTERIOR OPENING (704.8) X < 3' = NOT PERMITTED 3'<X<5'=15% 5'<X< 10'=25% 10'<X< 15'=45% 15'<X< 20'=75% 20' < X < 25' = NO LIMIT 25' < X < 30' = NO LIMIT X > 30' = NO LIMIT OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT 0 v- O CV U J J LL U J 2 X co co THACA NY 7 SOUTH CAYUGA STRE CN EXTERIOR WALL OPENING G004 U12 -C1 663 SF U11 -B1 1106 SF U13 -D 663 SF 3000 El U14 -E 661 SF 3 OCC imitormi U15 -I-1 965 SF 4 OCC L /VAL 36" EXIT DISCHARGE DOOR 3.11, -""" V-HIIIIIII 4.7.,=4,111114-2. 102' TRAVEL IHWHH W+ 0 EXIT ACCESS 82'-3" APART MIN 56'-1 5/8" (1/3 BUILDING DIAGONAL) 36" EXIT DISCHARGE DOOR 48" DUAL SWING MANUAL PEDESTRIAN GATE, TYP LIFE SAFETY PLAN LEVEL 10 G003 1 1" = 20'-0" 3 U42 -B2 1135 5F U43 -C2 661 SF 300C 3000 um -Air mi 663 SF 661 SF 3 OCC 115 4 MI III 965 SF 560 SF V-HIIIIIII =4-14,11114 102TRAVEL -.111111.11.m.111111111,10...I.H.11..1111111.1,,46,.111.1.111.1111.1111.H. coD c) EXIT ACOSS 5T-4 3/4" APART MIN 56'-1 5/81 (11/3 BUILDING DIAGONAL) LIFE SAFETY PLAN LEVEL 30-40 G003 " = 20'-0" U23 -C2 U24 -D U22 -B2 661 SF 663 SF U25 -E 661 SF 3 OCC 3 OCC 3 OCC 4 I El k All 11111 / U26 -H 965 SF 4 OCC it! A U27 -I 560 SF '14 -- - 14' V+1 1 1 1 1 1 1 1 1+ II,V1.44441.444, • • (1) >- 2:1 1- 0 EXIT ACCESS 57-4 3/4" APART CN 1^- (1) MIN 56'-1 5/8" (1/3 BUILDING DIAGONAL) 2 LIFE SAFETY PLAN LEVEL 20 102' TRAVEL G003 " = 20'-0" 4 U75 -H U72 -B2 4 OCC 4 OCC ME -laid 11M VIM I MI I, BM 01/p,...., s.rTALL. 814 r?' V+11111111 41,M41,41114-', 48" ROOF HATCH >- 1H- ce. 0 uJ EXIT ACCESS 57-4 3/4" APART CN Z -L MIN 56'-1 5/8" (1/3 BUILDING DIAGONAL) LIFE SAFETY PLAN LEVEL 50-70 102' TRAVEL GOOy 1" = 20'-0" KEY 2 HR STRUCTURAL FRAME mi 2 HR BEARING WALL NM KIM= Ell. NOTE 2 HR FIRE BARRIER 2 HR SHAFT ENCLOSURE 1 HR FIRE PARTITION LONGEST TRAVEL DISTANCE FIRE EXTINGUISHER 1. SEE ASSEMBLY SCHEDULE SERIES A500 FOR FIRE -RESISTANCE RATING & UL NUMBER KEY NOTE 0 PATIO DOOR - WALK OUT PATIO DOOR - FALSE BALCONY PATIO DOOR - BALCONY AREA OF REFUGE 444414,„ SCHEDULE UNIT NUM GSF OCC BED BATH U11 U12 U13 U14 U15 U16 B1 1,106 5 2 2 D 663 E 661 965 1,202 5,260 H 2 U21 A 560 U22 B2 1,135 U23 02 661 U24 D 2 5 3 2 S+ 663 3 S+ U25 E 661 3 U26 H 965 4 2 U27 I 1,202 6 2 S+ 5,847 26 2 2 U31 U32 U33 U34 U35 U36 U37 A 560 2 B2 1,135 5 C2 661 663 E 661 3 H 965 4 I 1,202 6 5,847 3 2 2 26 U41 U42 U43 U44 U45 U46 U47 A 560 B2 1,135 C2 661 D E 2 5 3 S+ 2 663 3 661 3 S+ S+ H 965 4 2 I 1,202 6 2 5,847 26 2 2 U51 U52 U53 U54 U55 U56 A 560 B2 1,135 990 G 990 H 965 I 1,202 5,842 2 5 4 4 4 2 6 2 25 S 2 2 1 2 U61 U62 U63 U 64 U65 U66 A 560 B2 1,135 F 2 5 990 4 4 4 G 990 H 965 1,202 5,842 6 25 2 2 2 2 U71 U72 U73 U74 U75 U76 A 560 B2 1,135 990 2 5 s 2 2 4 H 965 4 2 I 1,202 6 5,842 25 2 45 40,327 177 OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M -E / IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT CONSTRUCTION DOCUMENT REV CONSTRUCTION DOCUMENT REV w 0 2 X (1) LJ_ co co THACA NY 7 SOUTH CAYUGA STRE CN LIFE SAFETY PLAN SOUTH CAYUGA STREET SIDE I a I 111111111 I ® I NMI I 1111= I ® I® I- I M I ® I- I ® I® I® I® I- I- I- I- I ® I® I® I® I M I- I MN I MN MINIM/ Wain i 8'-0" EGRESS/EASEMENT 10'-0" REAR ETBACK PROPERTYyr iE / 64'-6" FSD 53'-0" 50'-9" 44/ / A / / /. / 5'-1" EGRESS EASEMENT' PROPERTY LINE 4',11" EGRESS EASEMENT BALCONY ABOVE, TYP ZONING SITE PLAN G002 / 1 " = 20'-0" KEY EO PROPERTY LINE LOT = 19,578 SF EGRESS EASEMENT REAR SETBACK BUILDING ENEVELOPE FOOTPRINT = 6,922 SF MAX BUILDING ENVELOPE OWNER LOFTS AT SIX MILE CREEK, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 ARCHITECT BLOOMFIELD/SCHON MANAGEMENT SERVICES, LLC 660 LINCOLN AVE #303 CINCINNATI OH 45206 (513) 241-6363 STRUCTURAL ENGINEER O'DONNELL & NACCARATO, INC 111 SOUTH INDEPENDENCE MALL EAST #950 PHILADELPHIA PA 19106 (215) 925-3788 CIVIL ENGINEER M-E/IBI GROUP, INC 23 TRIANGLE PARK DR #2300 CINCINNATI OH 45246 (513) 942-3141 GENERAL CONTRACTOR TURNBULL-WAHLERT CONSTRUCTION, INC 5533 FAIR LN CINCINNATI OH 45227 (513) 731-7300 DRAWING SET: CONSTRUCTION DOCUMENT N 0 O CV U J J W U J 2 X co co THACA NY 7 SOUTH CAYUGA STRE CN ZONING SITE PLAN G002