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Home My WebLink About2020-05-07 Oxoboxo Lofts - Compiled Drawing Set&'6HW ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW01SHEET LISTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631 - COVER DRAWINGSSheetNumberSheet NameCurrentIssuance #CurrentIssuance DateC01COVER 166/11/19C02COVER 266/11/1901SHEET LIST11/19/1902SHEET LIST11/19/1903SHEET LIST11/19/1904SHEET LIST1011/19/192 - CIVIL AND LANDSCAPE DRAWINGSSheetNumberSheet NameSURVSITE SURVEY66/11/19EC-1.0EXISTING CONDITIONS10/31/17C-1.0EROSION AND SEDIMENT CONTROL (NORTH)10/21/19C-1.1EROSION AND SEDIMENT CONTROL (SOUTH)C-2.0SITE PREPARATION PLAN (NORTH)C-2.1SITE PREPARATION PLAN (SOUTH)C-2.2CLEARING AND GRUBBING PLAN (NORTH)C-2.3CLEARING AND GRUBBING PLAN (SOUTH)C-3.0LAYOUT PLAN (NORTH)C-3.1MATERIAL PLAN (NORTH)C-3.2MATERIAL PLAN (SOUTH)C-4.0GRADING AND DRAINAGE PLAN (NORTH)C-4.1GRADING AND DRAINAGE PLAN (SOUTH)C-4.2HANDICAPPED ACCESSIBLITY PLANC-5.0UTILITY PLANC-6.0DETAILSC-6.1DETAILSC-6.2DETAILSC-6.3DETAILSC-6.4DETAILSC-6.5DETAILSC-6.6DETAILSC-6.7DETAILSC-7.0SIGNAGE AND PAVEMENT MARKING PLAN (NORTH)C-7.1SIGNAGE AND PAVEMENT MARKING PLAN (SOUTH)L-1.0PLANTING PLAN (NORTH)L-1.0APLANTING PLAN NORTH ALTERNATE (DELETED)P-1.0SITE LIGHTING PLANL-1.1PLANTING PLAN (SOUTH)L-1.2PLANTING PLAN (ENLARGEMENT)L-1.2APLANTING PLAN (ENLARGEMENT) ALTERNATE (DELETED)3 - LIFE SAFETY DRAWINGSSheetNumberSheet NameLS1.1LIFE SAFETY PLANS66/11/19LS1.2LIFE SAFETY PLANS66/11/19LS1.3LIFE SAFETY PLANS66/11/19LS1.4LIFE SAFETY PLANS66/11/19LS1.5LIFE SAFETY PLANS66/11/19LS1.6LIFE SAFETY PLANS66/11/194 - RADON MITIGATION DRAWINGSSheetNumberSheet NameEV1.1RADON MITIGATION PLANS6EV1.2RADON MITIGATION PLANS65 - GENERAL ARCHITECTURAL DRAWINGSSheetNumberSheet NameR.1CODE DATA AND GENERAL NOTES66/11/19R.3UNIT MIX76/27/19R.4INTERIOR ELEVATION MOUNTING DETAILS66/11/19R.5WALL TYPES98/05/19R.6FLOOR AND CEILING TYPES66/11/19A5-1WINDOW SCHEDULE66/11/19A5-2WINDOW ELEVATIONS66/11/19A5-3WINDOW ELEVATIONS66/11/19A5-4WINDOW DETAILS66/11/19A5-5WINDOW DETAILS66/11/19A5-6WINDOW DETAILS66/11/19A5-7WINDOW DETAILS66/11/19A5-8WINDOW DETAILS66/11/19A5-9WINDOW DETAILS66/11/19A5-10DOOR SCHEDULE66/11/19A5-11DOOR ELEVATIONS - EXTERIOR66/11/19A5-12DOOR DETAILS66/11/19A5-13DOOR DETAILS66/11/19A6-1TYPICAL STAIR DETAILS66/11/19A6-2BRIDGE DETAILS AT WEST SIDE OF BUILDING A66/11/196 - SIGNAGE DRAWINGSSheetNumberSheet NameA-7.1.1SIGNAGE PLANS66/11/19A-7.1.2SIGNAGE PLANSA-7.1.3SIGNAGE PLANSA-7.1.4SIGNAGE PLANSA-7.1.5SIGNAGE PLANS66/11/19A-7.1.6SIGNAGE PLANSA-7.1.7SIGNAGE PLANS66/11/19A-7.1.8SIGNAGE PLANS7 - FINISH DRAWINGSSheetNumberSheet NameA-7.0.1FINISH PLANS66/11/19A-7.0.2FINISH PLANS66/11/19A-7.0.3FINISH PLANS66/11/19A-7.0.4FINISH PLANS66/11/19A-7.0.5FINISH PLANS66/11/19A-7.0.6FINISH PLANS66/11/198 - BUILDING A ARCHITECTURAL DRAWINGSSheetNumberSheet NameA-D1.0BUILDING A DEMO PLANS66/11/19A-A1.0BUILDING A - LEVEL 0 PLAN98/05/19A-A1.1BUILDING A - LEVEL 1 PLAN1011/05/19A-A1.2BUILDING A - LEVEL 2 PLANA-A1.3BUILDING A - ROOF PLAN66/11/19A-A1.11BUILDING A REFLECTED CEILING PLAN66/11/19A-A2.1BUILDING A ELEVATIONS66/11/19A-A3.1BUILDING A SECTIONS66/11/19A-A3.2BUILDING A SECTIONS66/11/19A-A4.1BUILDING A DETAIL ROOF EAVE, RAKE, PARAPET66/11/19A-A6.1BUILDING A TOILET PLANS & ELEVATIONSA-A6.2BUILDING A KITCHEN PLANS & ELEVATIONSA-A6.3BUILDING A KITCHEN PLANS & ELEVATIONSA-A7.3FINISH SCHEDULE - BUILDING A66/11/198 - BUILDING AB ARCHITECTURAL DRAWINGSSheetNumberSheet NameAB-A1.1BUILDING AB CONNECTOR STAIR PLANS66/11/19AB-A3.1BUILDING AB CONNECTOR SECTIONS66/11/19AB-A3.2BUILDING AB CONNECTOR SECTIONS66/11/19AB-A3.3BUILDING AB CONNECTOR SECTIONS66/11/19AB-A4.1BUILDING AB ROOF DETAILS66/11/19AB-A7.0FINISH SCHEDULE - BLDG AB66/11/19No.DescriptionDate1Addendum 012/1/192Addendum 022/25/193Permit Set2/26/194Addendum 034/12/196Construction Set6/11/19AddendumNumbers2,3,8A2,8A2,8A8A101010211CurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbers271,31,31,3111111,32,333A6-3CABINET & LAUNDRY ROOM DETAILS (NEW IN ADDENDUM 7)7CurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbers3333337777771,7,81,7,8333311210Addendum 08A11/19/198881011/05/191011/05/191011/05/191011/05/1998/05/1998/05/1998/05/1998/05/1998/05/1998/05/1956/11/196/11/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19310/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/19110/21/191A-F1.0BUILDING A FURNITURE PLANS66/11/19D1.0OVERALL SITE DEMO PLANS66/11/19ASK-38AASK-38A12/26/19 ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW02SHEET LISTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0638 - BUILDING C ARCHITECTURAL DRAWINGSSheetNumberSheet NameC-D1.1BUILDING C DEMO PLANS66/11/19C-A1.1BUILDING C PLANSC-A1.2BUILDING C PLANS66/11/19C-A1.11BUILDING C REFLECTED CEILING PLAN66/11/19C-A2.1BUILDING C ELEVATIONS66/11/19C-A3.1BUILDING C SECTIONS66/11/19C-A4.1BUILDING C DETAIL ROOF EAVE, RAKE, PARAPET66/11/19C-A6.1BUILDING C TOILET PLANS & ELEVATIONSC-A6.2BUILDING C KITCHEN PLANS & ELEVATIONSC-A7.0FINISH SCHEDULE - BLDG C66/11/19C-F1.1BUILDING C FURNITURE PLAN66/11/198 - BUILDING D ARCHITECTURAL DRAWINGSSheetNumberSheet NameD-D1.1BUILDING D DEMO PLANS66/11/19D-A1.1BUILDING D PLANSD-A1.2BUILDING D PLANS66/11/19D-A1.11BUILDING D REFLECTED CEILING PLAN66/11/19D-A2.1BUILDING D ELEVATIONS76/11/19D-A3.1BUILDING D SECTIONS66/11/19D-A4.1BUILDING D DETAIL ROOF EAVE, RAKE, PARAPET66/11/19D-A6.1BUILDING D TOILET PLANS & ELEVATIONSD-A6.2BUILDING D KITCHEN PLANS & ELEVATIONSD-A7.0FINISH SCHEDULE - BLDG D66/11/19D-F1.1BUILDING D FURNITURE PLAN66/11/198 - BUILDING E ARCHITECTURAL DRAWINGSSheetNumberSheet NameE-D1.1BUILDING E DEMO PLANSE-A1.1BUILDING E PLANSE-A1.2BUILDING E PLANS66/11/19E-A1.11BUILDING E REFLECTED CEILING PLAN66/11/19E-A2.1BUILDING E ELEVATIONS66/11/19E-A3.1BUILDING E SECTIONS66/11/19E-A4.1BUILDING E DETAIL ROOF EAVE, RAKE, PARAPET66/11/19E-A6.1BUILDING E TOILET PLANS & ELEVATIONSE-A6.2BUILDING E KITCHEN PLANS & ELEVATIONSE-A7.0FINISH SCHEDULE - BLDG E66/11/19E-F1.1BUILDING E FURNITURE PLAN66/11/198 - BUILDING F ARCHITECTURAL DRAWINGSSheetNumberSheet NameF-D1.1BUILDING F DEMO PLANS66/11/19F-A1.1BUILDING F PLAN - LEVEL 1F-A1.2BUILDING F PLAN - LEVEL 2F-A1.3BUILDING F PLAN - LEVEL 31011/19/19F-A1.4BUILDING F ROOF PLAN66/11/19F-A1.11BUILDING F LEVEL 1 - REFLECTED CEILING PLAN (DELETED)F-A1.12BUILDING F LEVEL 2 - REFLECTED CEILING PLAN (DELETED)F-A2.1BUILDING F ELEVATIONSF-A2.2BUILDING F ELEVATIONS66/11/19F-A3.1BUILDING F SECTION1011/19/19F-A3.2BUILDING F SECTIONF-A4.2BUILDING F DETAIL ROOF EAVE, RAKE, PARAPET66/11/19F-A6.1BUILDING F TOILET & KITCHEN PLAN & ELEVATIONS (DELETED)F-A7.0FINISH SCHEDULE - BLDG F (DELETED)8 - BUILDING G ARCHITECTURAL DRAWINGSSheetNumberSheet NameG-D1.1BUILDING G DEMO PLANS66/11/19G-KP1.1BUILDING G KEY PLAN66/11/19G-A1.1BUILDING G LEVEL 1 PART AG-A1.2BUILDING G LEVEL 1 PART BG-A1.3BUILDING G ROOF PLAN66/11/19G-A1.11BUILDING G LEVEL 1 - REFLECTED CEILING PLAN66/11/19G-A1.12BUILDING G LEVEL 1 - REFLECTED CEILING PLAN66/11/19G-A2.1BUILDING G ELEVATIONSG-A3.1BUILDING G SECTIONSG-A3.2BUILDING G SECTIONSG-A3.3BUILDING G SECTIONSG-A3.4BUILDING G SECTIONSG-A4.1BUILDING G DETAIL ROOF EAVE, RAKE, PARAPET66/11/19G-A6.1BUILDING G TOILET PLANS & ELEVATIONSG-A6.2BUILDING G KITCHEN PLANS & ELEVATIONSG-A7.0FINISH SCHEDULE - BLDG G66/11/19G-F1.1BUILDING G FURNITURE PLAN66/11/198 - BUILDING HJ ARCHITECTURAL DRAWINGSSheetNumberSheet NameHJ-D1.1BUILDING HJ DEMO PLANS66/11/19HJ-KP2.1BUILDING HJ KEY PLANS66/11/19HJ-A1.1BUILDING H PLANHJ-A1.2BUILDING J PLANHJ-A1.3BUILDING J PLANHJ-A1.4BUILDING HJ ROOF PLANS66/11/19HJ-A1.11BUILDING H REFLECTED CEILING PLAN66/11/19HJ-A1.12BUILDING J REFLECTED CEILING PLAN66/11/19HJ-A1.13BUILDING J REFLECTED CEILING PLAN66/11/19HJ-A2.1BUILDING HJ ELEVATIONSHJ-A3.1BUILDING H SECTIONSHJ-A3.2BUILDING J SECTIONSHJ-A4.1BUILDING HJ DETAIL ROOF EAVE, RAKE, PARAPET66/11/19HJ-A6.1BUILDING H TOILET PLANS & ELEVATIONSHJ-A6.2BUILDING J TOILET PLANS & ELEVATIONSHJ-A6.3BUILDING J TOILET PLANS & ELEVATIONSHJ-A6.4BUILDING H KITCHEN PLANS & ELEVATIONSHJ-A6.5BUILDING J KITCHEN PLANS & ELEVATIONSHJ-A6.6BUILDING J KITCHEN PLANS & ELEVATIONSHJ-A7.1FINISH SCHEDULE - BLDG J66/11/19HJ-A7.2FINISH SCHEDULE - BLDG H66/11/19HJ-A7.3FINISH SCHEDULE - COMMON AREA66/11/19HJ-F1.1BUILDING H & J FURNITURE PLAN66/11/198 - BUILDING JM ARCHITECTURAL DRAWINGSSheetNumberSheet NameJM-A1.1BUILDING JM BRIDGE8 - BUILDING B ARCHITECTURAL DRAWINGSSheetNumberSheet NameB-D1.0BUILDING B DEMO PLANS66/11/19B-D1.1BUILDING B DEMO PLANS66/11/19B-D1.2BUILDING B DEMO PLANS66/11/19B-D1.3BUILDING B DEMO PLANS66/11/19B-KP1.1BUILDING B KEY PLANS66/11/19B-KP1.2BUILDING B KEY PLANS66/11/19B-A1.1BUILDING B PLANS - LEVEL SBB-A1.2BUILDING B PLANS - LEVEL BB-A1.3BUILDING B PLANS - LEVEL ONEB-A1.4BUILDING B PLANS - LEVEL TWOB-A1.5BUILDING B PLANS - LEVEL THREEB-A1.6BUILDING B PLANS - LEVEL FOURB-A1.7BUILDING B PLANS - LEVEL ROOF66/11/19B-A1.11BUILDING B LEVEL SB - REFLECTED CEILING PLAN66/11/19B-A1.12BUILDING B LEVEL B - REFLECTED CEILING PLAN66/11/19B-A1.13BUILDING B LEVEL ONE - REFLECTED CEILING PLAN66/11/19B-A1.14BUILDING B LEVEL TWO - REFLECTED CEILING PLAN66/11/19B-A1.15BUILDING B LEVEL THREE - REFLECTED CEILING PLAN66/11/19B-A1.16BUILDING B LEVEL FOUR - REFLECTED CEILING PLAN66/11/19B-A2.1BUILDING B ELEVATIONS66/11/19B-A2.2BUILDING B ELEVATIONS66/11/19B-A3.1BUILDING B SECTIONS66/11/19B-A3.2BUILDING B SECTIONS66/11/19B-A3.3BUILDING B SECTIONS66/11/19B-A3.4BUILDING B SECTIONS66/11/19B-A4.1BUILDING B DETAIL ROOF EAVE, RAKE, PARAPET66/11/19B-A5.1BUILDING B STAIR 266/11/19B-A5.2BUILDING B STAIR 266/11/19B-A5.3BUILDING B STAIR 266/11/19B-A5.4BUILDING B STAIR 2 SECTIONS66/11/19B-A5.5BUILDING B STAIR 2 SECTIONS66/11/19B-A5.6ELEVATOR PLANS AND SECTIONS66/11/19B-A6.1BUILDING B TOILET PLANS & ELEVATIONSB-A6.2BUILDING B TOILET PLANS & ELEVATIONSB-A6.3BUILDING B KITCHEN PLANS & ELEVATIONSB-A6.4BUILDING B KITCHEN PLANS & ELEVATIONSB-A7.0FINISH SCHEDULE - BLDG B66/11/19B-F1.1BUILDING B FURNITURE PLANS66/11/19B-F1.2BUILDING B FURNITURE PLANS66/11/19B-F1.3BUILDING B FURNITURE PLANS66/11/19No.DescriptionDate1Addendum 012/1/192Addendum 022/25/193Permit Set2/26/196Construction Set6/11/19CurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbers1,7,81,3,7,83333331,811,5,7,851,3,7,811,7,8A1,8A7,8A7,87,81,7,81,3,7,81,7,8333333,810Addendum 08A11/19/191,7,81,7,81,7,81,7,81011/05/191011/05/191011/05/191011/05/191011/05/191011/05/19B-A6.2ABUILDING B TOILET PLANS & ELEVATIONS888881011/05/191011/05/191011/05/191011/05/191011/05/1981011/05/1981011/05/191011/05/1981011/05/1981011/05/191011/05/191011/05/191011/05/191011/05/19881,7,83,83,83,83,8881011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191,7,88888888881011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/191011/05/1981011/05/198A8A1011/19/191011/19/198A1011/19/191011/19/191011/05/191011/05/191011/19/198A1011/19/198AG-A3.5BUILDING G WALL SECTIONSG-A4.2BUILDING G EXTERIOR DETAILS881011/05/191011/05/191011/05/198Ask-38B12/26/19ASK-38B ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW03SHEET LISTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0639 - STRUCTURAL DRAWINGSSheet NumberSheet NameA-S1.1BUILDING A FRAMING PLANS66/11/19AB-S1.1AB CONNECTOR AND BRIDGE PLANS66/11/19B-S1.0 5BBUILDING B LEVEL SB FOUNDATION PLAN66/11/19B-S1.0BBUILDING B LEVEL B FOUNDATION AND FRAMING PLAN66/11/19B-S1.1BUILDING B LEVEL ONE FRAMING PLAN66/11/19B-S1.2BUILDING B LEVEL TWO FRAMING PLAN66/11/19B-S1.3BUILDING B LEVEL THREE FRAMING PLAN66/11/19B-S1.4BUILDING B LEVEL FOUR FRAMING PLAN66/11/19C-S1.1BUILDING C PLANS66/11/19D-S1.1BUILDING D PLANS66/11/19E-S1.1BUILDING E PLANS66/11/19F-S1.1BUILDING F PLANS66/11/19G/H-S1.1BUILDING G/H PLANS66/11/19J-S1.1BUILDING J FOUNDATION PLAN66/11/19M-S1.1BUILDING M FOUNDATION PLAN66/11/19S2.1TYPICAL DETAILS66/11/19S2.2TYPICAL DETAILS66/11/19S3.1SECTIONS66/11/19S3.2SECTIONS66/11/19S3.3SECTIONS66/11/1910 - MECHANICAL DRAWINGSSheet NumberSheet NameABC-MD1.SBMECHANICAL DUCTWORK PLAN - BLDG B-LEVEL SB, BLDG C-LEVEL 1ABC-MD1.BMECHANICAL DUCTWORK PLAN - BLDG A-CRAWLSPACE, BLDG C-LEVEL B, BLDG C-LEVEL 2ABC-MD1.1MECHANICAL DUCTWORK PLAN - BLDG A, B - LEVEL 1ABC-MD1.2MECHANICAL DUCTWORK PLAN - BLDG B - LEVEL 2ABC-MD1.3MECHANICAL DUCTWORK PLAN - BLDG A-LEVEL 2, BLDG B-LEVEL 3ABC-MD1.4MECHANICAL DUCTWORK PLAN - BLDG A-ATTIC, BLDG B-LEVEL 4DE-MD1.1MECHANICAL DUCTWORK PLAN - BLDGS D, E - LEVELS 1 AND 2F-MD1.1MECHANICAL DUCTWORK PLAN - BLDG F - LEVELS 1 AND 266/11/19G-MD1.1MECHANICAL DUCTWORK PLAN - BLDG G - LEVEL 1HK-MD1.1MECHANICAL DUCTWORK PLAN - BLDGS H AND K - LEVEL 1J-MD1.1MECHANICAL DUCTWORK PLAN - BLDG J - LEVEL 1LM-MD1.1MECHANICAL DUCTWORK PLAN - BLDGS L AND M - LEVEL 1ABC-MP1.SBMECHANICAL PIPING PLAN - BLDGS B-LEVEL SB AND BLDG C-LEVEL 1ABC-MP1.BMECHANICAL PIPING PLAN - BLDGS B-LEVEL B AND C - LEVEL 2ABC-MP1.1MECHANICAL PIPING PLAN - BLDGS A AND B - LEVEL 1ABC-MP1.2MECHANICAL PIPING PLAN - BLDGS B-LEVEL 2ABC-MP1.3MECHANICAL PIPING PLAN - BLDGS A-LEVEL 2 AND BLDG B-LEVEL 3ABC-MP1.4MECHANICAL PIPING PLAN - BLDGS A-ATTIC AND BLDG B-LEVEL 4DE-MP1.1MECHANICAL PIPING PLAN - BLDGS D AND E - LEVEL 1F-MP1.1MECHANICAL PIPING PLAN - BLDG F - LEVELS 1,2 AND 366/11/19G-MP1.1MECHANICAL PIPING PLAN - BLDG G - LEVEL 1HK-MP1.1MECHANICAL PIPING PLAN - BLDG H AND K - LEVEL 1J-MP1.1MECHANICAL PIPING PLAN - BLDG J - LEVEL 1LM-MP1.1MECHANICAL PIPING PLAN - BLDGS L AND M - LEVEL 1M2.1MECHANICAL SCHEDULESM2.2MECHANICAL SCHEDULESM3.1MECHANICAL DETAILS66/11/19M3.2MECHANICAL DETAILS, NOTES, SYMBOLS AND ABBREVIATIONS66/11/19M3.3MECHANICAL DETAILS66/11/19M3.4MECHANICAL DETAILS66/11/19M3.5SOURCE WATER CONTROL DIAGRAM66/11/1911 - PLUMBING DRAWINGSSheet NumberSheet NameABC-PB1.SBPLUMBING PLAN - BLDG B-LEVEL SB AND BLDG C-LEVEL 166/11/19ABC-PB1.BPLUMBING PLAN - BLDG B-LEVEL B AND BLDG C-LEVEL 266/11/19ABC-PB1.1PLUMBING PLAN - BLDG A AND BLDG B - LEVEL 166/11/19ABC-PB1.2PLUMBING PLAN - BLDG B - LEVEL 266/11/19ABC-PB1.3PLUMBING PLAN - BLDG A-LEVEL 2 AND BLDG B-LEVEL 366/11/19ABC-PB1.4PLUMBING PLAN - BLDG B-LEVEL 466/11/19DE-PB1.1PLUMBING PLAN - BLDGS D AND E - LEVELS 1 AND 276/27/19F-PB1.1PLUMBING PLAN - BLDG F - LEVELS 1, 2 AND 366/11/19G-PB1.1PLUMBING PLAN - BLDG G - LEVEL 166/11/19HK-PB1.1PLUMBING PLAN - BLDGS H AND K - LEVEL 166/11/19J-PB1.1PLUMBING PLAN - BLDG J - LEVEL 166/11/19LM-PB1.1PLUMBING PLAN - BLDGS L AND M - LEVEL 166/11/19P2.1PLUMBING SCHEDULES, NOTES, SYMBOLS AND DETAILS66/11/19P3.1PLUMBING DETAILS AND ABBREVIATIONS66/11/19P3.2PLUMBING DETAILS66/11/1912 - FIRE SAFETY DRAWINGSSheet NumberSheet NameABC-FP1.SBFIRE PROTECTION PLAN - BLDG B-LEVEL SB AND BLDG C-LEVEL 166/11/19ABC-FP1.BFIRE PROTECTION PLAN - BLDG B-LEVEL B AND BLDG C-LEVEL 266/11/19ABC-FP1.1FIRE PROTECTION PLAN - BLDG A AND B - LEVEL 166/11/19ABC-FP1.2FIRE PROTECTION PLAN - BLDG B - LEVEL 266/11/19ABC-FP1.3FIRE PROTECTION PLAN - BLDG A-LEVEL 2 AND BLDG B-LEVEL 366/11/19ABC-FP1.4FIRE PROTECTION PLAN - BLDG A-ATTIC AND BLDG B-LEVEL 466/11/19DE-FP1.1FIRE PROTECTION PLAN - BLDGS D AND E - LEVELS 1 AND 276/27/19F-FP1.1FIRE PROTECTION PLAN - BLDG F - LEVEL 1 AND 266/11/19G-FP1.1FIRE PROTECTION PLAN - BLDG G - CRAWLSPACE AND LEVEL 166/11/19HK-FP1.1FIRE PROTECTION PLAN - BLDGS H AND K - LEVEL 166/11/19J-FP1.1FIRE PROTECTION PLAN - BLDG J - LEVEL 166/11/19LM-FP1.1FIRE PROTECTION PLAN - BLDGS L AND M - LEVEL 166/11/19FP2.1FIRE PROTECTION LEGENDS, NOTES AND ABBREVIATION66/11/19FP3.1FIRE PROTECTION DETAILS66/11/19No.DescriptionDate1Addendum 012/1/192Addendum 022/25/193Permit Set2/26/196Construction Set6/11/198 - BUILDING K ARCHITECTURAL DRAWINGSSheetNumberSheet NameK-D1.1BUILDING K DEMO PLANS66/11/19K-A1.0BUILDING K PLAN - BASEMENT66/11/19K-A1.1BUILDING K - LEVEL 1K-A1.2BUILDING K - ROOF PLAN66/11/19K-A1.11BUILDING K REFLECTED CEILING PLAN66/11/19K-A2.1BUILDING K ELEVATIONS1011/05/19K-A3.1BUILDING K SECTIONSK-A4.1BUILDING K DETAIL ROOF EAVE, RAKE, PARAPET66/11/19K-A6.1BUILDING K TOILET PLANS & ELEVATIONSK-A6.2BUILDING K KITCHEN PLANS & ELEVATIONSK-A7.0FINISH SCHEDULE - BLDG K66/11/19K-F1.1BUILDING K FURNITURE PLAN66/11/198 - BUILDING L ARCHITECTURAL DRAWINGSSheetNumberSheet NameL-D1.1BUILDING L DEMO PLANS66/11/19L-A1.1BUILDING L PLAN66/11/19L-A1.11BUILDING L REFLECTED CEILING PLAN66/11/19L-A2.1BUILDING L ELEVATIONS66/11/19L-A3.1BUILDING L SECTIONS66/11/19L-A4.1BUILDING L DETAIL ROOF EAVE, RAKE, PARAPET66/11/19L-A6.1BUILDING L TOILET & KITCHEN PLANS & ELEVATIONS66/11/19L-A7.0FINISH SCHEDULE - BLDG L66/11/19L-F1.1BUILDING L FURNITURE PLAN66/11/198 - BUILDING M ARCHITECTURAL DRAWINGSSheetNumberSheet NameM-D1.1BUILDING M DEMO PLANS66/11/19M-A1.4BUILDING M PLAN - LEVEL 1 PART AM-A1.5BUILDING M PLAN - LEVEL 1 PART BM-A1.6BUILDING M PLAN - LEVEL 1 PART CM-KP1.1BUILDING M KEY PLAN66/11/19M-A1.1BUILDING M PLAN - LEVEL B66/11/19M-A1.2BUILDING M PLAN - LEVEL B1011/05/19M-A1.3BUILDING M PLAN - LEVEL BM-A1.7BUILDING M ROOF PLAN66/11/19M-A1.11BUILDING M REFLECTED CEILING PLAN66/11/19M-A1.12BUILDING M REFLECTED CEILING PLAN66/11/19M-A1.13BUILDING M REFLECTED CEILING PLAN66/11/19M-A2.1BUILDING M ELEVATIONSM-A3.1BUILDING M SECTIONSM-A3.2BUILDING M SECTIONSM-A4.1BUILDING M DETAIL ROOF EAVE, RAKE, PARAPET66/11/19M-A6.1BUILDING M TOILET PLANS & ELEVATIONSM-A6.2BUILDING M TOILET PLANS & ELEVATIONSM-A6.3BUILDING M KITCHEN PLANS & ELEVATIONSM-A6.4BUILDING M KITCHEN PLANS & ELEVATIONSM-A7.0FINISH SCHEDULE - BLDG M66/11/19M-F1.1BUILDING M FURNITURE PLAN66/11/19CurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbersCurrentIssuance #CurrentIssuance DateAddendumNumbers10Addendum 08A11/19/191,7,833111,7,83333,83,831,81,7,81,5,811111111,5,81,5,81111111,5111111115ABC-MD1.5MECHANICAL DUCTWORK PLAN - BLDG B-ATTIC81011/05/191011/05/1981011/05/1981011/05/19881011/05/1981011/05/191,7,81011/05/191,7,81011/05/191011/05/1981011/05/191011/05/191011/05/1981011/05/1981011/05/1981011/05/1981,8111011/05/191011/05/191011/05/1966/11/1966/11/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191011/05/191011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191,81011/05/191011/05/19S1.0GENERAL NOTES66/11/19ASK-38C12/26/19ASK-38C ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW04SHEET LISTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No.DescriptionDate6Construction Set6/11/1913 - ELECTRICAL DRAWINGSSheet NumberSheet NameABC-EL1.SBELECTRICAL LIGHTING PLAN - BLDG B-LEVEL SB AND BLDG C-LEVEL 16/11/19ABC-EL1.BELECTRICAL LIGHTING PLAN - BLDG B-LEVEL B AND BLDG C-LEVEL 2ABC-EL1.1ELECTRICAL LIGHTING PLAN - BLDGS A AND B - LEVEL 16/11/19ABC-EL1.2ELECTRICAL LIGHTING PLAN - BLDG B - LEVEL 26/11/19ABC-EL1.3ELECTRICAL LIGHTING PLAN - BLDG A-LEVEL 2 AND BLDG B-LEVEL 3ABC-EL1.4ELECTRICAL LIGHTING PLAN - BLDG A-ATTIC AND BLDG B-LEVEL 46/11/19ABC-EP1.SBELECTRICAL POWER PLAN - BLDG B-LEVEL SB AND BLDG C-LEVEL 1ABC-EP1.BELECTRICAL POWER PLAN - BLDG B-LEVEL B AND BLDG C-LEVEL 211/05/19ABC-EP1.1ELECTRICAL POWER PLAN - BLDGS A AND B - LEVEL 1ABC-EP1.2ELECTRICAL POWER PLAN - BLDG B - LEVEL 2ABC-EP1.3ELECTRICAL POWER PLAN - BLDG A-LEVEL 2 AND BLDG B-LEVEL 3ABC-EP1.4ELECTRICAL POWER PLAN - BLDG A-ATTIC AND BLDG B-LEVEL 4DE-EL1.1ELECTRICAL LIGHTING PLAN - BLDG D AND E - LEVELS 1 AND 28/5/19DE-EP1.1ELECTRICAL POWER PLAN - BLDGS D AND E - LEVELS 1 AND 2F-EL1.1ELECTRICAL LIGHTING PLAN - BLDG F - LEVELS 1 AND 2F-EP1.1ELECTRICAL POWER PLAN - BLDG F - LEVELS 1,2 AND 36/11/19GH-EL1.1ELECTRICAL LIGHTING PLAN - BLDGS G AND H - LEVEL 1GH-EP1.1ELECTRICAL POWER PLAN - BLDGS G AND H - LEVEL 1J-EL1.1ELECTRICAL LIGHTING PLAN - BLDG J - LEVEL 16/11/19J-EP1.1ELECTRICAL POWER PLAN - BLDG J - LEVEL 1K-EL1.1ELECTRICAL LIGHTING PLAN - BLDG K - LEVEL 16/11/19K-EP1.1ELECTRICAL POWER PLAN - BLDG K - LEVEL 1LM-EL1.1ELECTRICAL LIGHTING PLAN - BLDGS L AND M - LEVEL 18/05/19LM-EP1.1ELECTRICAL POWER PLAN - BLDGS L AND M - LEVEL 1E2.1POWER RISER DIAGRAM6/11/19E2.2POWER RISER DIAGRAM6/11/19E2.3ELECTRICAL DETAILS6/11/19E3.1ELECTRICAL PANEL BOARD SCHEDULES6/11/19E3.2ELECTRICAL PANEL BOARD SCHEDULES6/11/19E3.3ELECTRICAL SCHEDULES14 - SECURITY DRAWINGSSheetNumberSheet NameSEC.1SECURITY LEGENDS AND NOTES66/11/19SEC.2SECURITY USER SECTION66/11/19SEC.3SECURITY EQUIPMENT SCHEDULES66/11/19SEC.4SECURITY EQUIPMENT SCHEDULES66/11/19SEC.5SECURITY EQUIPMENT SCHEDULES66/11/19SEC.6SECURITY EQUIPMENT SCHEDULES66/11/19SEC.7SECURITY PLAN - BLDG A66/11/19SEC.8SECURITY PLANS - BLDG B LEVELS SB, B, 166/11/19SEC.9SECURITY PLANS - BLDG B LEVELS 2, 3, 466/11/19SEC.10SECURITY PLANS - BLDG C LEVELS 1 AND 266/11/19SEC.11SECURITY PLANS - BLDGS D AND E LEVELS 1 AND 266/11/19SEC.12SECURITY PLANS - BLDG F LEVEL 1 AND 266/11/19SEC.13SECURITY PLAN - BLDG G LEVEL 166/11/19SEC.14SECURITY PLANS - BLDGS H AND K LEVEL 166/11/19SEC.15SECURITY PLAN - BLDG J LEVEL 166/11/19SEC.16SECURITY PLANS - BLDGS L AND M LEVEL 166/11/19SEC.17SECURITY CAMERA SITE PLAN66/11/19SEC.18TYPICAL SECURITY RISER DIAGRAM66/11/19SEC.19VIDEO SURVEILLANCE MOUNTING DETAILS66/11/19SEC.20ACCESS CONTROL MOUNTING DETAILS66/11/19SEC.21HEAD-END #5 WALL RACK DIMENSIONS66/11/19SEC.22HEAD-END #1, 2, 3, 4 AND 6 WALL RACK DIMENSIONS66/11/19CurrentIssuance #CurrentIssuance DateAddendumNumbers6666107666966666CurrentIssuance #CurrentIssuance DateAddendumNumbers773,5,83,85,75,8733333,77710Addendum 08A11/19/1911/05/191011/05/19103,811/05/19103,811/05/19103,811/05/19103,811/05/191011/05/19103,811/05/19103,811/05/19103,811/05/19103,88/05/1998/05/1998/05/1998/05/1998/05/199ASK-38DASK-38D12/26/19 $%&'()*+-./0/(*(1''(02/,6+('(/(0(17 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK ASDEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHEDLINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALLBE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACTDRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THERESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANYCOMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG'29(5$//6,7('(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '29(5$//6,7('(023/$1REMOVE EXISTING OUTBUILDING AND ASSOCIATED RETAINING WALL IN ITS ENTIRETY. RETAINING WALL TO BE REPLACED WITH NEW CONSTRUCTION.REMOVE EXISTING INTERCONNECTING BUILDING BETWEEN BLDGS 'A' AND 'B'REMOVE EXISTING BUILDING IN ITS ENTIRETY. THE NORTH PORTION OF THE RETAINING WALL TO REMAINREMOVE EXISTING ANCILLARY CONSTRUCTION ALONG THE WEST SIDE OF BLDG 'B'REMOVE EXISTING BRICK TOWERREMOVE EXISTING ABANDONED WALLSREMOVE EXISTING ONE-STOREY CONNECTOR REMOVE EXISTING FIRE ESCAPE REMOVE EXISTING SHEDREMOVE EXISTING WOOD STAIRSREMOVE EXISTING WOOD ROOF AND STAIRREMOVE EXISTING WOOD-FRAMED ADDITIONREMOVE EXISTING CMU ADDITIONREMOVE EXISTING STAIRS AND LANDINGREMOVE EXISTING MTL FIRE ESCAPEREMOVE EXISTING WOOD SHEDSREMOVE EXISTING SHED AND WOOD STAIRREMOVE EXISTING SHEDREMOVE EXISTING SHED1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 CONC CONC BIT C O N C . GRAN. MS. W/DRILL HOLE BROKEN CHD GRAN. MS. W/DRILL HOLE HELTCO6567 PRI-M215 EXIST. CHD PINKROWBRIDGEPOLE12793 POLE2746 SNET2952 M E T A L LP TANKS CL&P2744SWALESTONE W A L L PIER WALL PRI-M216 SIG N STONE R E T . W A L L METAL BEAMRAIL STONE RE T . W A L L STONERET.WALL SIGN METAL BEAM RAIL SIGNCL&P2745 SI G N CONC A/C CO N C CONC RET.WALL GASMTR. G G G CONC RET WL. RET WL . STONERET.WALL STO N E RET . WA L L ST O N E R E T . W A L L STEPS WALL WALL AIREXCH. UT UTUTUT MH' S RAMP CO N C TRANSPAD STEPS SIGN FLAGPOLESMETAL BEAMRAILGSTEPSCONC A/C ELEC.BOX RW-101 UTILIT YTRENCH RECOVERYSYSTEM HELTCO GGGG16"16" G. M. CONC HELTCO6568 WALL A/C TRANS PRI-M217 SUPP O R T POLES UT A/C GEN. A/C LP LP WOOD STEPS CONC STONE RET. WALL FENCEWELL TANK K F J M HG C A B D E L Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-3.0 LAYOUT PLAN (NORTH) OXOBOXO LOFTS CONNECTICUT 42 PINK ROW MATCHLINE - SEE SHEET C-3.1 RESUBMISSION DATE: 03/31/2020 CONC CONC BIT C O N C . GRAN. MS. W/DRILL HOLE BROKEN CHD GRAN. MS. W/DRILL HOLE HELTCO6567 PRI-M215 PINKROWBRIDGEPOLE12793 POLE2746 SNET2952 M E T A L LP TANKS CL&P2744SWALESTONE W A L L PIER WALL PRI-M216 SIG N STONE R E T . W A L L METAL BEAMRAIL STONE RE T . W A L L STONERET.WALL SIGN METAL BEAM RAIL SIGNCL&P2745 SI G N CONC A/C CO N C CONC RET.WALL GASMTR. G G G CONC RET WL. RET WL . STONERET.WALL ST O N E RET. WA L L ST O N E R E T . W A L L STEPS WALL WALL AIREXCH. UT UTUTUT MH' S RAMP CO N C TRANSPAD STEPS SIG N FLAGPOLESMETAL BEAMRAILGSTEPSCONC A/C ELEC.BOX RW-101 UTILIT YTRENCH RECOVERYSYSTEM HELTCO GGGG16"16" G. M. CONC HELTCO6568 WALL A/C TRANS PRI-M217 SUPP O R T POLES UT A/C GEN. A/C LP LP WOOD STEPS CONC STONERET. WALL FENCEWELL TANK K F J M HG C A B D E L Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-3.1 MATERIALS PLAN (NORTH) OXOBOXO LOFTS CONNECTICUT 42 PINK ROW“” MATCHLINE - SEE SHEET C-3.2 RESUBMISSION DATE: 03/31/2020 CPCO6564 CL&P6255 CL&P6256 SI G N M E T A L B E A M R A I L SI G N CL&P6304 HELTCO6566 HELTCO6565 Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-3.2 MATERIALS PLAN (SOUTH) OXOBOXO LOFTS CONNECTICUT 42 PINK ROW MATCHLINE - SEE SHEET C-3.1 RESUBMISSION DATE: 03/31/2020 27292724BENCHMARK TOP FRAME SMH ELEV=76.54 TOP FRAME SMH CONC CONC 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58596061 62 63 64 65 66 67 68 69 70 71 72 73 74 75 79 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 OV E R F L O W CHANNEL O X O B O X O B R O O K BIT. CONC. N69° 5 4 ' 2 7 " W 53.7 9 ' DE P O T 47.6 4 ' N 69 ° 2 0 ' 5 7 " W 86.4 7 ' N 6 7 ° 3 4 ' 5 9 " W GRAN. MS. W/DRILL HOLE 71. 8 3 ' N 6 2 ° 0 7 ' 0 3 " W BROKEN CHD 69. 4 7 ' N 5 8 ° 3 8 ' 2 1 " W GRAN. MS. W/DRILL HOLE HELTCO6567 PRI-M215 17 3 . 1 1 ' N 5 3 ° 1 1 ' 4 6 " W S00°23'55"E80.25'S21°43'55"E177.50'N41°10'06"E153.65'CHD N28°54'26"E50.00' S61°05'34"E 23.00'(TOTAL)PINKROWBRIDGEOHW CL&P6256 POLE12793 POLE2746 SNET2952 M E T A L B E A M SMHTF=76.54 SMHTF=62.72 SMHTF=23.66 SMHTF=23.52 CBCLTF=22.66 CBTF=22.63 CBCLTF=23.02 LP TANKS SMHTF=61.15 CL&P274424"RCPFL=19.85 SWALESI G N STONE W A L L PIER 5 2 " C . I . P . FL=45.16 WALL PRI-M216SIGN 16 22 22 2 4 28 28 30 38 38 40 4040 40 404 2 44 4 4 4 6 48 48 50 505050 5 0 5 2 52 5 2 54 5 4 5 6 5656 56 58 60 6 06060 6 0 62 6 4 6 4 6 6 66 68 6 870 70 7 0 70 72 74767624 2 4 24 262626 STONE R E T . W A L L 18 242020 36 36 38 38 40 40 42 42 44 44 46 46 48 48 50 52 5456 38 3 0 2 86050 50 4446 4230 24 METAL BEAMRAIL UTUT 26 22 24 STONE RE T . W A L L 6264FL=49.51 5048 52STONERET.WALL 60 SIGN RAIL 42"RCPFL=56.68 SIGNWDBL TR CL&P2745 SI G N CONC A/C CO N C 28 36CONC RET.WALL GASMTR. G W UT G GWBIT. CONC.403827"MPL CONC 26 28 30 32 34 3638 40 42 RET WL. RET WL . BIT. CONC. DRIVE STONERET.WALL 128.50'N 17°59'43" E46.2 8 ' 52.70 ' N 63° 0 3 ' 1 2 " E Δ=12°53'00" R=700.00'L=157.40' T=79.03' CHORD=S85°25'36"E 157.07' N89°45'10"E 61.10' Δ=9°23'15" R=570.12'L=93.41' T=46.81' CHORD=S85°33'12"E 93.31' N10°30'27"E8.50' S79°29'3 3 " E 338.50' N85°52'27"E 130.90'S36°41'02"W 110.40'77.00'S 13°29'02" W94.50'S 04°06'58" E10.6441 AC. N/F DAVID M. & COREEN J. CONNOLY N/FKIRK R.MERCADO N/F THOMAS G. FARIA CORP. N/F PAUL E. KALIN N/F PHOEBE W. & DEREK ROCKHOLZ & WILLIAM T.KOCH JR.N/F DONNA FRANKLIN N/F MEI JIANG YANG & CHENG DONG STO N E RET . WA L L ST O N E R E T . W A L L STEPS 8"TILEWALL WALL AIREXCH. UT UTUTUT MH' S 24 RAMP 22 OHW CRESC E N T S T R E E T CO N C TRANSPAD UTWSTEPS 34 34 32 30 SIGN FLAGPOLESMETAL BEAMRAILFEN.POST GU T STEPSCONC A/C ELEC.BOXOHW UTMW 4DMW 4S MW4R2 MW4R MW MW2 RW-401 MW102 MWR120 MW103 MW105 P2-2RW-101 WG W W W APPROX. LOC. 6" W.M. UTILIT YTRENCH RECOVERYSYSTEM WWAPPROX. LOC. 8" W.M.W FORMERHYD. 5WWAPPROX. LOC. 6" W.M.INV=52.82(IN)INV=52.72(OUT) INV=50.42(IN)INV=50.22(OUT) 30" S A N30" SANINV=49.55(IN)INV=49.35(OUT) HELTCO6566 W W W APP R O X . L O C . 12 " & 1 6 " APPR O X . L I M I T OF FLOODWAYWWWWW W INV=11.84(IN S)INV=11.52(OUT NE)30" SAN36" SANINV=13.06(IN S)INV=12.76(OUT N)24" RCPFL=18.46 (IN)FL=18.29 (OUT)WWW12"&16"GGGGG16"16" G.M.WWW6"6" W.M. OHW WW12"&16" W.M.GR A V E L DR I V E TREEROWPOLEPOLE CONC TREE HELTCO6568 20 18 18 BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING CONC. BUILDING BLDG. FFL=42.48 FFL=42.91 FFL=42.39 BUILDING BUILDING CHIMNEY FFL=27.43 PAV. SHED DECK STEPS FFL=29.95 GAR. FL=20.69 OIL TANKS FFL=29.85 FFL=29.77 SHED FFL=41.77 FFL=28.09 20 WALL 24 22 A/C TRANS WAPPROX. LOC. 6" W.M. 80 81 82 83 84 85 12"RCPFL=18.67 FL=17.80 42"POP MW104 MW MW MW P2-1 3R PRI-M217 76 77 78 SUPP O R T POLES 26 6"C.I.P.W WWWELL UTW 30"SYC. UT W WV UT A/C STEPS42 40GEN. CBCLTF=40.07 A/CWG LP LP W54565860W15"TREE12" WV WW W W WWW WOOD STEPS CONC 66ROUTE 32STMHTF=75.19 72 7476 CBTF=75.69 UT UT STONE RET. WALL 66" IRO N P I P E W FORMERHYD. 3 W W50' W E T L A N D BUFF E R 50' WETLANDBUFFER50' WETLANDBUFFER24"SYC. 24"OAK 3636 36 243636 36343232 3 0 3 0 3030 28 28 28 282828 28 28 2828287068 6672PARCEL A - 857 S.F. EASE. TO BE GRANTED TO THE TOWN OF MONTVILLEFENCEWELL TANK PAVILION K F J M HG C A B D E L Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-4.0 OXOBOXO LOFTS CONNECTICUT 42 PINK ROW MATCHLINE - SEE SHEET C-4.1 “ ” “” “” MAP 074, BLOCK 038 RESUBMISSION DATE: 03/31/2020 GRADING PLAN BENCHMARK TOP FRAME SMH ELEV=23.66R O A D 17 3 . 1 1 ' N 5 3 ° 1 1 ' 4 6 " W 21 5 . 9 8 ' N 5 0 ° 2 0 ' 0 1 " W 60 . 0 6 ' N 5 6 ° 5 5 ' 5 5 " W 186.50' N 89°12'55" W 209.75'S 05°47'05" WS00°23'55"E80.25'CPCO6564 CL&P6255 CL&P6256 SI G N M E T A L B E A M R A I L SMHTF=63.76 SMHTF=50.77 SMHTF=47.34 SMHTF=28.81 SMHTF=23.66 SMHTF=54.06 SMHTF=38.88 SI G N 2630 3436384 0 4 0 4 2 4 4 4 4 4 6 485 0 5 0 52 5 2 54 5 4 5 4 56585 8 5 8 60 6 0 6 0 62 6 2 64 6 4 66 68 6 870 7 0 72 32 24 AREA 463,658 S.F. CL&P6304 30 " S A N INV=48.71(IN)INV=48.56(OUT)30" SANINV=48.20(IN)INV=43.70(OUT) 2 4 " S A N DROP=34.87INV=43.37(IN) 18" SA N 8" SANINV=32.89 18" SA N INV=22.94 24" SAN 15" SANINV=20.69(IN)INV=18.09(OUT)24" SANHELTCO6566 HELTCO6565 W W W 12 " & 1 6 " W. M . W INV=13.06(IN S)INV=12.76(OUT N)24" RCPWW12"&16"WWW6"GG16"G16"W6"ROAD COMMONLY REFERRE D T O A S FARIA LANE TREEROW20" TILE FL=24.26 3X6BOXCLVTFL=33.45 CBTF=25.52CBTF=26.27 FL=22.52 (IN S) FL=22.35(OUT N)FL=22.27(IN W) 24" RCP FL=23.17 24" RCP30' B.L.30 ' B . L .50' BUFFER50' BUFFER 28 REV. 10-20-14 3 034 343232 Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-4.1 OXOBOXO LOFTS CONNECTICUT 42 PINK ROW MATCHLINE - SEE SHEET C-4.0 MAP 074, BLOCK 038 RESUBMISSION DATE: 03/31/2020 GRADING PLAN CONC CONC 13 14 2 4 24 26 36 38 40 42 46 3 0 2 8 4446 4224 26 22 24 FL=49.5 1 5048 WDBL TR CONC A/C CO N C CONC GASMTR. G CONC 10.6441 AC. ST O N E RET . WA L L ST O N E R E T . W A L L 8"TILECO N C TRANSPADWSTEPS STEPSCONC MWR120 MW103 UTILIT Y TRENC H WAPPROX. LOC. 8" W.M.W FORMERHYD. 5WAPPROX. LOC. 6" W.M.TREE BUILDIN G BUILDING BUILDIN G BUILDIN G FFL=42.48 FFL=42.91 FFL=42.39 BUILDIN G BUILDIN G CHIMNEY STEPS OIL TANKS SHED FFL=41.77 FFL=28.0942 40 GEN. CBCLTF=40.07 A/CWG LP LP WW15"TREE12"WF H G C B D E Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-4.2 OXOBOXO LOFTS CONNECTICUT 42 PINK ROW MAP 074, BLOCK 038 RESUBMISSION DATE: 03/31/2020 GRADING PLAN ENLARGEMENT CONC CONC BIT. CONC. GRAN. MS. W/DRILL HOLE BROKEN CHD GRAN. MS. W/DRILL HOLE EXIST. CHD PINKROWBRIDGEOHWM E T A L SWALESTONE W A L L PIER WALL STONE R E T . W A L L METAL BEAMRAIL UT STONE RE T . W A L L STONERET.WALL SIGN WCONC CO N C CONC RET.WALL GASMTR. G W UT G GWBIT. CONC. CONC RET WL. RET WL . BIT. CONC. DRIVE STONERET.WALL STO N E RET . WA L L ST O N E R E T . W A L L STEPS WALL WALL RAMP OHW CO N C UTWSTEPS METAL BEAMRAILFEN.POST GU T STEPSCONC OHWUTWG W W W APPROX. LOC. 6" W.M. WWAPPROX. LOC. 8" W.M.W FORMERHYD. 5WWAPPROX. LOC. 6" W.M.W W APP R O X . LO C .WWW W WWW12"&16"GGGG16"16" G. M.WWW6" W.M . OHW WW12"&16" W.M.GR A V E L DR I V E POLEPOLE CONC BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BLDG. FFL=42.48 FFL=42.91 FFL=42.39 BUILDING BUILDING CHIMNEY FFL=27.43 PAV. SHED DECK STEPS FFL=29.95 GAR. FL=20.69 OIL TANKS FFL=29.85 FFL=29.77 SHED FFL=41.77 FFL=28.09 WALL WAPPROX. LOC. 6" W.M. W WWWELL UTW W WV UT STEPS GEN.WGWWWVWW W W WWW WOOD STEPS CONC UT UT STONE RET. WALL W FORMERHYD. 3 W W50' WETLANDBUFFER50' WETLANDBUFFERFENCEPAVILION K F J M HG C A B D E L Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-5.0 UTILITY PLAN OXOBOXO LOFTS CONNECTICUT 42 PINK ROW “” · · · · · CONC CONC BIT. CONC.WCONC CO N C CONC RET.WALL GASMTR. G W BIT. CONC. CONC ST O N E RET . WA L L ST O N E R E T . W A L L CO N C UTWSTEPS U T STEPSCONC MWR120 MW103 WAPPROX. LOC. 8" W.M.W GEN.WG LP LP WW WOOD STEPS G F C B D E H Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE August 9, 2019 C-5.1 UTILITY PLAN OXOBOXO LOFTS CONNECTICUT 42 PINK ROW UTILITY PLAN ENLARGEMENT AT BUILDING C, D, E, AND F UPUPSTAIR A-1STAIR AB-1MECH UPUPSTAIR A-2STAIR AB-2DNDW REF.REF.DW DW REF.REF.DW UPREF.PACKAGESREF.DNREF.DWDW DNDNSTAIR E2REF. DW REF.DW REF. DW REF. DW MECHSTAIR D1ABDECFGHJKLMNORTHSITE KEY PLANABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"BUILDING A - LEVEL ONEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT 1/8" = 1'-0"9/6/2016 9:22:16 AM LS1.1BUILDINGS A,D,ELIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No.DescriptionDate58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS,Glastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive 1/8" = 1'-0"BUILDING A - LEVEL TWO 1/8" = 1'-0"5BUILDING E - LEVEL ONE 1/8" = 1'-0"6BUILDING E - LEVEL TWO 1/8" = 1'-0"3BUILDING D - LEVEL ONE 1/8" = 1'-0"4BUILDING D - LEVEL TWOPERMIT SET2/26/2019123ASK-35A UPUPREF.REF.DWCORRIDORMECHREF. DW MECHUPDNUPSTAIR 2UPMAILBOXES ABDECFGHJKLMNORTHSITE KEY PLANABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"1BUILDING B - SUB-BASEMENT 1/8" = 1'-0"9/6/2016 9:22:16 AM LS1.2BUILDING BLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS,Glastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive 1/8" = 1'-0"2BUILDING B - BASEMENT 1/8" = 1'-0"3BUILDING B - LEVEL 1PERMIT SET2/26/20193ASK-35B DWDWREF.DWREF.REF.DWWDWDWDMECHMECHMECHREF.REF.DWDWMECHUPDNCORRIDOR DWDWREF.DW REF.REF.UPMECHMECHELEVATOROVERRUNMECHREF.REF.DWDW MECHDNCORRIDORDWDWREF.REF.REF.DW MECHLINENCLOSETMECHTOILETTYPE-6ELEVATORF21CORRIDORMECHCLOSETCOATCLOSETBEDROOMCORRIDORREF.REF.DWDW69' - 11"MECHKITCHENTYPE-9UPDNDNUPDNABDECFGHJKLMNORTHSITE KEY PLANABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"9/6/2016 9:22:16 AM LS1.3BUILDING BLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS,Glastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive 1/8" = 1'-0"1BUILDING B - LEVEL 2 1/8" = 1'-0"2BUILDING B - LEVEL 3 1/8" = 1'-0"3BUILDING B - LEVEL 4SOSONov. 1, 2016PERMIT SET2/26/20193ASK-35C GREF.DWREF.DWREF.DWREF.DWREF.DWMECHREF.REF.DWREF.DWREF.DWREF.DWDWREF.MECHABDECFGHJKLMNORTHSITE KEY PLANABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"9/6/2016 9:22:16 AM LS1.5BUILDING GLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS,Glastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive 1/8" = 1'-0"1BUILDING G - LEVEL ONESOSONov. 1, 2016PERMIT SET2/26/20193ASK-35E BUILDING KDWDWDWDWDWDWDWDWDWCORRIDORMECH.DWDWDWDWDWCLOSETMECH.MECH.MECH.DWDWMECHDDDWWWDWDWDWDWBUILDING HBUILDING JMAILBOXESMAILBOXESMECH MECH.ABDECFGHJKLMNORTHSITE KEY PLANABDECFGHJKLMNORTHSITE KEY PLAN 3/32" = 1'-0"9/6/2016 9:22:16 AM LS1.6BUILDINGSH,J,K & MLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS,Glastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive 3/32" = 1'-0"1BUILDINGS H, J, K & M - LEVEL ONESOSONov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± 56 FOR CMU W/SOLID CORE 7 5/8" CMU, MORTAR CORES SOLID 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 01 -RATED WALL FIRE RATING: 1 HR UL # (U465) SOUND RATING: STC ± 54 (RAL-TL90-344) 6" METAL FRAMING @ 16" O.C. 5/8" FIRECODE "X" GWB 3" MIN. SOUND ATTENUATION FIRE BLANKET, (SAFB) 1/2" 25 GA. RESILIENT CHANNELS @ 16" O.C. VERTICALLY 5/8" FIRECODE "X" GWB 1. FIRE CAULK ALL PENETRATIONS. 2. FIRE BLOCKING AT AIR SPACE PRE CODE 3. EXTEND TO RATED HORIZONTAL ASSEMBLY. 4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 03 -RATED STAIRWELL WALL 1. FIRE CAULK ALL PENETRATIONS. 2. FIRE BLOCKING AT AIR SPACE PRE CODE 3. EXTEND TO RATED HORIZONTAL ASSEMBLY. 4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 07 -FURRING WALL 3" SOUND ATTENUATION FIRE BLANKET, (SAFB) 6" METAL STUD FRAMING @ 16" O.C. 5/8" GWB TYPE X (2 LAYERS) 5/8" GWB WALL TYPE 05 -UNRATED INTERIOR ACOUSTIC PARTITION 5/8" GWB 3" MIN. SOUND ATTENUATION FIRE BLANKET, (SAFB) 4" METAL FRAMING @ 16" O.C. 5/8" GWB FIRE RATING: N/A SOUND RATING: STC ± 56 WALL TYPE 04A -RATED INFILL CMU WALL FIRE RATING: 1 HR UL # (U914) SOUND RATING: STC ± 56 FOR CMU W/SOLID CORE 5 5/8" CMU, MORTAR CORES SOLID 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 05A -UNRATED INTERIOR PARTITION 5/8" GWB 4" METAL FRAMING @ 16" O.C. 5/8" GWB FIRE RATING: N/A SOUND RATING: STC ± 56 1. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 06 -UNRATED INTERIOR ACOUSTIC PARTITION 5/8" GWB 3" MIN. SOUND ATTENUATION FIRE BLANKET, (SAFB) 6" METAL FRAMING @ 16" O.C. 5/8" GWB 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 06A -UNRATED INTERIOR PARTITION 5/8" GWB 6" METAL FRAMING @ 16" O.C. 5/8" GWB FIRE RATING: N/A SOUND RATING: STC ± 56 1. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. FIRE RATING: 2 HR UL #U437 SOUND RATING: STC ± 54 FIRE RATING: N/A SOUND RATING: STC ± 54 (RAL-TL90-344) WALL TYPE 8 -EXTERIOR WALL EXPOSED FACE OF EXISTING WALL TO REMAIN EXPOSED. GENTLY CLEAN SURFACE. EXTISTING EXTERIOR WALL FIRE RATING: NR SOUND RATING: NR 5/8" GWB 6" METAL FRAMING @ 16" O.C. FIRE RATING: N/A SOUND RATING: N/A 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 07A -FURRING WALL 5/8" GWB 4" METAL FRAMING @ 16" O.C. FIRE RATING: N/A SOUND RATING: N/A 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 07B -FURRING WALL 5/8" GWB 1 5/8" METAL FRAMING @ 16" O.C. FIRE RATING: N/A SOUND RATING: N/A 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. WALL TYPE 8A -EXTERIOR WALL 1" SEMI-PERMEABLE RIGID FOAM EXTRUDED POLYSTYRENE INSULATION (R-5) FRICTION FIT AGAINST WALL VAPOR PERMEABLE AIR AND WATER BARRIER LIQUID- APPLIED MEMBRANE EXTISTING EXTERIOR WALL FIRE RATING: NR SOUND RATING: NR WALL TYPE 8B -EXTERIOR WALL 1" SEMI-PERMEABLE RIGID FOAM EXTRUDED POLYSTYRENE INSULATION (R-5) FRICTION FIT AGAINST WALL VAPOR PERMEABLE AIR AND WATER BARRIER LIQUID- APPLIED MEMBRANE EXTISTING EXTERIOR WALL FIRE RATING: NR SOUND RATING: NR 1 5/8" METAL FURRING STUD @ 16" O.C. 1/2" AIR SPACE 5/8" GWB VARIES1" VARIES 5/8" 1"1/2"1" VARIES 3 1/8" WALL TYPE 9 -EXTERIOR BRICK VENEER WALL BRICK VENEER 1" AIR SPACE FIRE RATING: 2 HR UL # (U349) SOUND RATING: NR 1 1/2" RIGID INSULATION FIRE-RATED OSB SHEATHING (2-SIDED) 6" METAL STUDS 2 LAYERS TYPE X 5/8" GWB WALL TYPE 9A -EXTERIOR BRICK VENEER WALL BRICK VENEER 1" AIR SPACE 1 1/2" RIGID INSULATION 8" METAL STUDS 3 1/2" MINERAL WOOL BATT INSULATION 2 LAYERS TYPE X 5/8" GWB 3 1/2" MINERAL WOOL BATT INSULATION FIRE RATING: 2 HR UL # (U349) SOUND RATING: NR WALL TYPE 10 -EXTERIOR BOARD AND BATTEN WALL VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION 6" METAL STUDS 2 LAYERS TYPE X 5/8" GWB 3 1/2" MINERAL WOOL BATT INSULATION FIRE RATING: 2 HR UL # (U349) SOUND RATING: NR FIRE-RATED OSB SHEATHING (2-SIDED) FIRE-RATED OSB SHEATHING (2-SIDED) BRICK VENEER 1" AIR SPACE FIRE RATING: 2 HR UL # (U349) SOUND RATING: NR 1 1/2" RIGID INSULATION FIRE-RATED OSB SHEATHING (2-SIDED) 4" METAL STUDS 2 LAYERS TYPE X 5/8" GWB 3 1/2" MINERAL WOOL BATT INSULATION WALL TYPE 9B -EXTERIOR BRICK VENEER WALL WALL TYPE 07C -BEARING WALL SHEATHING (SEE STRUCTURAL DRAWINGS). 6" METAL FRAMING @ 16" O.C. (SEE STRUCTURAL DRAWINGS). FIRE RATING: N/A SOUND RATING: N/A WALL TYPE 07D -RATED SHAFT WALL 2 LAYERS 5/8" FIRECODE "X" GWB 3" MIN. SOUND ATTENUATION FIRE BLANKET, (SAFB) CONTINUOUS ACOUSTIC SEALANT AT ALL PERIMETERS. 1. FIRE CAULK ALL PENETRATIONS. 2. FIRE BLOCKING AT AIR SPACE PRE CODE 3. EXTEND TO RATED HORIZONTAL ASSEMBLY. 4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. 4" C-H METAL STUDS @ 16" O.C. 1" GYPSUM LINER PANEL FIRE RATING: 1 HR UL # (U437) SOUND RATING: STC ± 50 (RAL-OT-04-019) BRICK VENEER 1" AIR SPACE FIRE RATING: 2 HR UL # (U349) SOUND RATING: NR 1 1/2" RIGID INSULATION 8" CMU WALL TYPE 12 -EXTERIOR BRICK VENEER WALL WALL TYPE 13 -FURRING WALL FIRE RATING: NR SOUND RATING: NR 6" METAL STUDS 5/8" MOISTURE RESISTANT GWB 5" THERMAL BATT INSULATION OSB SHEATHING CONTINUOUS SELF- ADHERED WATERPROOF MEMBRANE CONTINUOUS SEF- ADHERED WATERPROOF MEMBRANE LAPPED OVER P.T. WOOD SILL TRENCH EXISTING CONCRETE SLAB ON GRADE TO 8" BELOW BOTTOM OF SLAB INFILL WITH WASHED GRAVEL EXISTING MASONRY WALL TO REMAIN NEW SCHEDULED WALL BASE NEW SCHEDULED FINISH FLOOR 6" 1' - 6" CONTINUOUS SILL SEAL CONTINUOUS P.T. WOOD SILL PLATE CONTINUOUS LIGHT- GAUGE METAL RUNNER 4" METAL C-H FRAMING @ 16" O.C. RATED WALL UNRATED WALL 5/8" TYPE X GWB 1-1/2" MIN. SOUND ATTENUATION FIRE BLANKET, (SAFB) 2-1/2" METAL FRAMING @ 16" O.C. 5/8" TYPE X GWB FIRE RATING: 1 HOUR (UL U419) SOUND RATING: 1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES. 2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES. Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1" = 1'-0" R.5 WALL TYPES Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 12/30/2019 16-063 ASK-041R1 01/03/20,REV. 01-28-20 FLOOR TYPE F21CEILING TYPE C2FIRE RATING: 1HRSOUND RATING: NOT KNOWN6" MTL FRAMING@16" O.C.3" MIN SOUNDATTENUATION INSULATION BATTS5/8" GWB.TAPED AND PAINTEDFIRE RATING: NRSOUND RATING: =/-STC 521. PROVIDE CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL AND SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB AT BATHROOM, KITCHEN AND LAUNDRY WALL SIDES.STRIP, SAND AND REFINISH EXISTING FLOOR. REPLACE ANY DAMAGED MATERIAL. FIRESTOP ALL GAPS AND OPENINGS.REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.STRIP, SAND AND REFINISH EXISTING BEAMS AND UNDERSIDE OF FLOOR PLANKS. REPLACE ANY DAMAGED MATERIAL.REMOVE ALL CEILING FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.FLOOR TYPE F22FIRE RATING: 1HRSOUND RATING: NOT KNOWNNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.STRIP, SAND AND REFINISH EXISTING BEAMS AND UNDERSIDE OF FLOOR PLANKS. REPLACE ANY DAMAGED MATERIAL.REMOVE ALL CEILING FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.FLOOR TYPE F31FIRE RATING: 1HR (UL U541SOUND RATING: +/-58NEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW TYPE 'C' GYPSUM WALLBOARD. TAPED AND PAINTED.NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.10 MIL VAPOR BARRIER.NEW FLOOR FINISH. SEE FINISH SCHEDULE.CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS.MIN 9" COMPACTED GRANULAR FILL.UNDISTURBED EARTH..FLOOR TYPE F0310 MIL VAPOR BARRIER.NEW FLOOR FINISH. SEE FINISH SCHEDULE.CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS.EXISTING CONCRETE SLAB TO REMAIN INTACT.CRUSHED STONE. SEE STRUCTURAL DRAWINGS.FLOOR TYPE F04EXISTING CONCRETE SLAB TO REMAIN INTACT.FLOOR TYPE F01EXISTING CONCRETE SLAB TO REMAIN INTACT.FLOOR TYPE F02NEW FLOOR FINISH. SEE FINISH SCHEDULE.EXISTING CONCRETE SLAB TO REMAIN INTACT.FLOOR TYPE F11NEW CONCRETE SLAB ON METAL DECK. SEE STRUCTURAL DRAWINGS.FLOOR TYPE F12NEW FLOOR FINISH. SEE FINISH SCHEDULE.NEW FLOOR FINISH. SEE FINISH SCHEDULE.NEW 3 1/2" (R-11) SOUND-ATTENUATION FIRE BLANKET BATT INSULATION.FLOOR TYPE F32CEILING TYPE C1FIRE RATING: n/aSOUND RATING: n/aSTRIP, SAND AND REFINISH EXISTING BEAMS AND UNDERSIDE OF FLOOR PLANKS. REPLACE ANY DAMAGED MATERIAL.REMOVE ALL CEILING FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS.ELEVATOR PIT WATERPROOFING?UNDISTURBED EARTH.FLOOR TYPE F05FIRE RATING: n/aSOUND RATING: n/aNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.NEW GYPSUM WALLBOARD. TAPED AND PAINTED.FLOOR TYPE F33FIRE RATING: n/aSOUND RATING: n/aNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR 3/4" PRESSURE-TREATED SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW PRESSURE-TREATED FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.FLOOR TYPE F34BUILDING B-D CONNECTORBUILDING D-E CONNECTORFIRE RATING: 1HR (UL USOUND RATING: +/-58NEW FLOOR SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW FIRE-RATED OSB SHEATHING (BOTH SIDES).NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW 3 1/2" MINERAL WOOL FIRE BLANKET BATT INSULATION.NEW 1/2" RESILIENT CHANNEL @ 16" O.C.NEW 1x3 WOOD FURRING.NEW 1x8 V-GROOVE PAINTED WOOD SIDING.FLOOR TYPE F23FIRE RATING: 1HRSOUND RATING: NOT KNOWNNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.REMOVE ALL FLOOR FINISHES DOWN TO EXISTING SUBFLOOR.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.EXISTING FLOOR FRAMING TO REMAIN.NEW TYPE 'C' GYPSUM WALLBOARD. TAPED AND PAINTED.NEW 3 1/2" (R-11) SOUND-ATTENUATION FIRE BLANKET BATT INSULATION.NEW 1/2" RESILIENT CHANNEL @ 16" O.C.FLOOR TYPE F24BUILDING K OVER CREEKFIRE RATING: N/ASOUND RATING: N/AREMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.EXISTING HEAVY TIMBER FRAMING AND FLOOR TO REMAIN.NEW GALVANIZED JOIST HANGERS.NEW PRESSURE-TREATED 2x8 CEILING FRAMING.NEW CONTINUOUS VAPOR BARRIER.NEW PAINTED PRESSURE-TREATED PLYWOOD SHEATHING.NEW CONCRETE SLAB ON METAL DECK. SEE STRUCTURAL DRAWINGS.FLOOR TYPE F13FLOOR TYPE F35BUILDINGS G,H,JFIRE RATING: n/aSOUND RATING: n/aNEW ROSIN PAPER (2 LAYERS).NEW FLOOR 3/4" PRESSURE-TREATED SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW PRESSURE-TREATED FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW WOOD FLOORING.NEW FIBERGLASS BATT INSULATION (FACE SIDE UP).NEW FIBERGLASS BATT INSULATION (FACED SIDE UP).REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.NEW FLOOR FINISH. SEE FINISH SCHEDULE.NEW 3/4" SUBFLOOR.EXISTING HEAVY TIMBER FRAMING AND FLOOR TO REMAIN.NEW 2X WOOD SLEEPERS AT 16" O.C.NEW FIBERGLASS BATT INSULATION (FACED SIDE UP).NEW FLOOR FINISH. SEE FINISH SCHEDULE.NEW 3/4" SUBFLOOR.NEW 2X WOOD SLEEPERS AT 16" O.C.NEW FIBERGLASS BATT INSULATION.FLOOR TYPE F36BUILDING M FIRE RATING: N/ASOUND RATING: N/ACEILING TYPE C3FIRE RATING: 2 HOUR (WHI-495, PSHO154/0167)SOUND RATING: 1. PROVIDE CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL AND SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB AT BATHROOM, KITCHEN AND LAUNDRY WALL SIDES.1" GYPSUM LINER PANELSNEW 3 1/2" (R-11) SOUND-ATTENUATION FIRE BLANKET BATT INSULATION.3 LAYERS 1/2" TYPE C GWBTAPED AND PAINTED6" C-H STEEL STUDS SPANNING HORIZONTALLY 24" O.C.FLOOR TYPE C4FIRE RATING: 1 HOUR (UL L549)SOUND RATING: n/aNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.EXISTING PLYWOOD SUBFLOOR TO REMAIN. EXISTING METAL DECK TO REMAIN.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.EXISTING BAR JOIST FRAMING TO REMAIN.NEW FIBERGLASS BATT INSULATION DRAPED OVER RESILIENT CHANNELS. PROVIDE INSULATION THICKNESS TO FILL CAVITY WITH LESS THAN 6" AIR SPACE BELOW METAL DECK.NEW 1/2" MSG GALVANIZED RESILIENT CHANNELS AT 12" O.C. 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REF.REF.DW REF.DWREF.DWREF.DWREF.REF.DWDW REF.DWREF.DWREF.DWDNDNDNUPUPDWDWREF.DWREF.REF.DWWDWDWDREF.REF.DWDW DNUPABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"9/6/2016 9:22:16 AM A7.0.3BUILDING BFINISH FLOORPATTERN PLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"1BUILDING B - LEVEL 2 1/8" = 1'-0"2BUILDING B - LEVEL 3 1/8" = 1'-0"3BUILDING B - LEVEL 4SOSONov. 1, 2016PERMIT SET2/26/20193ASK-26C R3ASK 26C R11/03/2020EXISTING FLOOR: WOODEXISTING FLOOR: WOODEXISTING FLOOR: WOODASK 26C R21/06/2020CPT-2: COMPANY: SHAW CONTRACT, COLLECTION: VAPOR, STYLE # 5T036, 18X36 CARPET TILE, COLOR: 37760 NOTIONBATHROOM SHEET VINYL: COMPANY: TARKETT, PRODUCT NAME: 1241 FIBERFLOOR - FRESH START, COLOR: STARBRIDGE STONE - GREIGEENGINEERED WOOD: COMPANY: SHAW CONTRACT, HARDWOOD HIGH-DENSITY CORE, STYLE: CA334 DISTINCTIVE, COLOR: 00879 PREFERENTIAL HICKORYFT1: COMPANY: DALTILE, PRODUCT NAME: 1241 TORREON, COLOR: TN-98 BRINO, 12X12 FIELD TILE WITH LATICRETE GROUT, COLOR: 24 NATURAL GRAYV1: COMPANY: JOHNSONITE, PRODUCT NAME: SAFE T RIB HT, SQUARE NOSE, COLOR: 29 MOON ROCKVCT1: COMPANY: MANNINGTON, PRODUCT NAME: TOUCHSTONE VCT, COLOR: 9129 PUTTYWV1: COMPANY: BOLON, PRODUCT NAME: GRAPHIC COLLECTION, PRODUCT #: 103 230 COLOR: HERRINGBONE BLACKCPT-1: COMPANY: SHAW FLOORS, COLLECTION: COLONIAL, STYLE # 7P352, BROADLOOM, COLOR: 52101 PARCHMENTASK 26C R32/12/2020 REF.DWREF.REF.DWDW ABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"3BUILDING F - 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INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $'%8,/',1*$'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $'%8,/',1*$ /(9(/'(02/,7,213/$1 $'%8,/',1*$ &5$:/63$&( $'%/'*$ /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$1$% $'%8,/',1*$ &52666(&7,21 '(021R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 WAW1W2W3W4W5W6W7W8W9A-A2.112A-A3.22A-A3.21A-A3.11A-A3.1A-A2.13A-A2.144A-D1.04A-D1.0W7AW7CW7AW7CW7CW7CW7CW7CW7CD-61NEW BEARING WALLS.SEE STRUCTURAL DRAWINGS.NEW SHAFT ABOVE.EXISTING CONCRETE LEDGE TO REMAIN.EXISTING CONCRETE ENCAST CAST IRON COLUMN TO REMAIN (TYPICAL).NEW 3' WIDE X4' HEIGH OPENING AT CRAWL SPACE BEARING WALLS.9F01ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"A-A1.0BUILDING A -LEVEL 0 PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"A-A1.01BLDG A - CRAWL SPACENo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/199 Permit ReviewComments8/5/19 WAW1W2W3W4W5W6W7W8W92A-A3.22A-A3.21A-A3.11A-A3.1UNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)55' - 5"UNIT A-3(2 BEDROOM)W5W5W1W5W1W1W1W1W5W7W15' - 5"4"8' - 11"2' - 0"19' - 5"2' - 9"6' - 10"4"4' - 4"3' - 6"3' - 6"2' - 5"10' - 3"4"2' - 1"4"11' - 4"4"3"5' - 2"6"1' - 4"3' - 9"9' - 1 1/4"9' - 4" 8' - 0" 8' - 0" 8' - 0" 8' - 1" 8' - 0" 8' - 0"9' - 10"W5TOILETTYPE-1TOILETTYPE-114' - 1 1/4" 12' - 3 1/8" 9' - 4 3/4"KITCHENTYPE-1KITCHENTYPE-2KITCHENTYPE-3TOILETTYPE-2D-3D-3D-2D-1D-4D-2BD-2D-1D-1D-2D-2BY3TRANSOM WINDOW ABOVE9' - 4"W5W5W7AW7AW5W1W1W5W5A-2A-3A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2W1TRANSOM WINDOW ABOVETRANSOM WINDOW ABOVEW11/AB-A1.18' - 5"4" 11' - 7"4"2' - 10" 5' - 9" 6' - 6"D-7D-37D-6011' - 11 5/8"2' - 6"2' - 6"13' - 3"1' - 5"6' - 1"4"2' - 5"4"4' - 4"9' - 5"6"9' - 10"4"8' - 0"6"6' - 0"8"3' - 1"4"4' - 1"4"2' - 5"4"6' - 1"1' - 1"D-4D-2D-2BD-4D-5BD-213' - 0"4"2' - 1"4"2' - 1"4"11' - 1"6"5"5' - 1"4"D-4D-3D-3D-5BW7AW51' - 10"STAIR A-1STAIR AB-150' - 2"50' - 2"63' - 7 3/4"CLOSETCLOSETCLOSETCLOSETW11AB-A3.11AB-A3.12AB-A3.22AB-A3.22AB-A3.32AB-A3.38W2W28W7ESEQ EQ A-2W9BY3W5W5W5W5W7AW5W5W5W7AW5BEDOOM 2BEDOOM 1COAT CLOSETLINENRAIN LEADER TO SPLASH BLOCK (TYP.)BEDOOMLINENCLOSETCOATCLOSETCORRIDORLINENCLOSETCOATCLOSETBEDOOM 2BEDOOM 1GUARD RAILINGW9AW9W7A4"3' - 2"4"2' - 1"4"W5D-4W5CLOSETY16' - 1"4"3' - 5"MECHMECH10104"2' - 1"4"3' - 4"4"10D-3COATCLOSETCOMPRESSOR FOR DRY SPRINKLER SYSTEM ACCESS PANELScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"A-A1.1BUILDING A -LEVEL 1 PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"A-A1.11BUILDING A - LEVEL ONE, ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/191010 WA W1 W2 W3 W4 W5 W6 W7 W8 W9A-A2.1 1 2 A-A3.2 2 A-A3.2 1 A-A3.1 1 A-A3.1 67' - 5" UNIT A-4 (1 BEDROOM) H.C. UNIT A-5 (1 BEDROOM) UNIT A-6 (2 BEDROOM) H.C. W5 W1 W5 W5 W5 W1 W1 W1 W1 W5 W5 W5 W5 W5 W54' - 2"4"10' - 4"3' - 1"4"2' - 5"4"12' - 8"4"2' - 2"4"8' - 5"6"5' - 1"4' - 6"6"10' - 4"15' - 2"3' - 6 1/8"2' - 4 7/8"5' - 9"8' - 11"4"11' - 3"4"9' - 10"6"8' - 5"4"21' - 5"10' - 9"4"2' - 2"4"10' - 9"4"1' - 11"4"2' - 3" 6"1' - 1"5' - 2"9' - 5"4"3' - 8"4"2' - 6"4"8' - 2"6"6' - 2"4"3' - 5"4"7' - 11" 6" 14' - 3"4"3' - 4"4"6' - 2" 7' - 0 1/4" 9' - 0 5/8" A-A2.1 4 A-A2.12 W5 W1 W1 9' - 4" 8' - 0" 8' - 0" 8' - 0" 8' - 1" 8' - 0" 8' - 0" 9' - 4" TOILET TYPE-1 11' - 0"4"2' - 3"4"10' - 4"4"4"5' - 2"6"TOILET TYPE-3 TOILET TYPE-3 KITCHEN TYPE-4 2' - 1"9' - 10"8' - 11"4"3' - 8"4"2' - 8"4" 4"1' - 5" 6" 9' - 11" 4" 5' - 5" 2' - 6"6" 8' - 10" 4"5' - 1" 4" 2' - 1"4"7' - 5"2' - 4 7/8"3' - 6 1/8"KITCHEN TYPE-5 KITCHEN TYPE-6 D-2 D-1 D-3 D-5 D-2B D-4 D-2 D-4 D-1 D-3 D-5 D-2A D-2 D-1 D-3 D-4 D-2B D-2 W2 W2 W1W1 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5W5 W5 W5 A-1 A-1A-1A-1A-1A-1A-1A-1 A-1 A-1 A-1A-1A-1A-1A-1A-1A-1 W1W1 1/A A3.3 D-7 CLOSET CLOSET 18' - 8"17' - 3"17' - 11 3/4"6' - 9 1/4" 69' - 11" CLOSET 1 AB-A3.1 1 AB-A3.1 2 AB-A3.2 2 AB-A3.2 2 AB-A3.3 2 AB-A3.3 6' - 8"W9B D-38 A-4 WINDOW ABOVE 4 A-D1.0 4 A-D1.0 8 W2 NEW PEDESTRIAN BRIDGE TO PARKING COAT CLOSET LINEN CLOSET BEDROOM BEDROOM CORRIDOR COAT CLOSET LINEN CLOSET W7A 2' - 1" RAIN LEADER TO SPLASH BLOCK (TYP.) BEDROOM 1 BEDROOM 2 COAT CLOSET LINEN CLOSET STAIR A-2 STAIR AB-2 AB CONNECTOR DN W9 W9 D-4 W5 W5 CLOSET W7DW7DW7D 6' - 3" ASK-050A 4 D-5 7 TYPE A TYPE A 2' - 11"2' - 11" WITH R-19 BATT INSULATION NEW DOORS AT FACADE WITH NEW FRAMED WALL BEHIND Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" A-A1.2 BUILDING A - LEVEL 2 PLAN Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/4" = 1'-0"A-A1.2 1 BUILDING A - LEVEL TWO, ENLARGED PLAN MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP A B D E C F G H J K L M NORTH SITE KEY PLAN AB ASK-071 02/06/20 A-A2.11A-A2.14NEW RAIN GUTTER 1A-A4.1A-A2.11A-A2.13NEW RAIN LEADER TO A NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRAIN LEADERRAIN LEADER TO SPLASH BLOCK NEW RAIN GUTTERSLOPESLOPESLOPESLOPESLOPENEW ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF NEW LOW-SLOPE MEMBRANE ROOF SYSTEM NEW LOW-SLOPE MEMBRANE ROOF SYSTEM (SEE BLDG B)7B-A5.67B-A5.6ASK-050A4RAIN LEADER TO SPLASH BLOCK ROOF SYSTEM LEGENDNEW ASPHALT SHINGLE ROOF SYSTEMNEW LOW-SLOPE MEMBRANE ROOF SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedA-A1.3BUILDING A -ROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/4/2016-0631/4" = 1'-0"A-A1.33BUILDING A - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANABASK-08203/09/20No. Description Date3 Permit Set 2/26/1923 ASK-082 03/09/20 $&%(% % % % % % %%(&%(;,7(;,7(;,7(;,7(;,76'6'6'6'6'6'6'6'6'6'6'%$7+5220%$7+5220%$7+5220%('5220&/ %('5220/,9,1*.,7&+(1&/ &/ %('5220%('5220%('5220.,7&+(1.,7&+(1/,9,1*/,9,1*&255,'25(4 (4(4(4(4 (4% % (4(4%(&%%% %(4(4(4(4 (4(4(4(4(4 (4(4 (4$$$(4(4(4 (4(4(4 % %%%(4 (4 (4 (4 (4(4 (4(4 (4 % % %(4(4(4 (4%% $$$$(4 (4 (4 (4(4 (4(4 (4(4 $ (4 $ (4 % (4 % (4 (4 %&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17):%%($0%5$&,1*$77232),17(5,253$57,7,21:$//%5$&,1*6<0%2/6:3326783%5$&,1*$77232),17(5,253$57,7,21'%%% % ((&&$%%%%%'(&'%%%%(;,7(;,7(;,7(;,7 6'6'6'6'6'6'6'6'6'%$7+5220%$7+5220%('5220%('5220%('5220%('5220%$7+5220.,7&+(1.,7&+(1.,7&+(1&255,'25/,9,1*/,9,1*/,9,1*&/ &/ (4(4(4(4(4(4 (4(4(4(4(4(4(4(4(4 (4(4(4$$$$$$$ (4(4 (4(4%(4%(4$(4$(4(4(4 (4(4 (4(4 (4(4(4(4 (4(4% (4%(4 (4(4 (4(4(4(4 (4$$$$(4 (4(4 (4(4 (4(4 (4(4 % (4 % (4 (4(4 (4(4 $ (4 $ $))*:%RQ0WO6WXG $))*:%RQ0WO6WXG $))*:%RQ0WO6WXG :%:%:%:%:%:%:%:%:%:% 5()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,216FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG$$%8,/',1*$5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$%/'*$ /(9(/ $$%/'*$ /(9(/$%'(&)*+-./01257+6,7(.(<3/$1$%1R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REBUILD CORNER OF STONE FOUNDATION. CLEAN AND REPAIR STONE AND BRICK WALL AND FOUNDATION.CORRIDOR TO UNITS A-4, A-5, A-6NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW DOORS AT EXISTING MASONRY OPENINGNEW BRIDGE AND RAILINGS.NEW WALKING BRIDGE.REPAIR AND REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELNEW WINDOW AND BRICKINFILL AT EXISTING MASONRY OPENINGGRADEBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"NEW WINDOW INEXISTING MASONRY OPENING (TYPICAL).NEW ACCESS DOORS TO CRAWL SPACE.NEW BRICK CORBEL TO ALIGN WITH BLDG ANEW EXTERIOR DOOR IN NEW BRICK VENEER WALL.BUILDING AAB CONNECTORBUILDING BNEW BRICK INFILL EXISTING OPENING. EXISTING BRICK INFILL TO REMAIN. NEW WINDOW IN NEW BRICK VENEER WALL.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECKING. NEW RAIN GUTTER AND LEADERS.TO SPLASH BLOCK REPAIR AND REPLACE BRICK WALL AT REMOVED SHAFT WALL DEMOLISHED.NEW LOW SLOPE ROOF SYSTEM ON NEW ROOF DECK AND FRAMING. NEW BOARD AND BATTEN EXTERIOR WALL DOGHOUSE DORMER WITH NEW LOW SLOPE ROOF SYSTEM. REPAIR STONE FOUNDATION. REPAIR AND REPOINT STONE FOUNDATION.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELEXPANSION JOINTGRADEBLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REPAIR AND REPLACE 4 ROWS OF BRICK AT GABLE END CORBEL.NEW SELF ADHERING ROOF FLASHING WITH SURFACE APPLIED TERMINATION BAR.NEW LOW-SLOPE ROOF SYSTEM OF WOOD DECK AND FRAMING.SEE BUILDING SECTION 2/AB-A3.2BLDG B - ELEVATOR -OVERRIDE83' - 8 7/8"SECTION AT A/B CONNECTORBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"2A-A3.22A-A3.2NEW BRICK VENEER WALL.NEW RAIN GUTTERS AND LEADERS TIED TO STORM WATER SYSTEM.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECK.CLEAN AND RESTORE EXISTING STONE SITE WALL.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELCORRIDOR TO UNITS A-1, A-2, A-3NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW IN EXISTING MASONRY OPENING (TYPICAL).NEW LOW-SLOPE ROOFSYSTEM AT AB CONNECTORNEW BOARD AND BATTEN SIDED DOGHOUSE DORMER WITH LOWSLOPE ROOF SYSTEM.NEW WALKING BRIDGE AND RAILING.NEW WINDOW IN RESTORED MASONRY OPENING.BUILDING AAB CONNECTORBUILDING B4A-D1.04A-D1.0EXPANSION JOINTGRADEGRADEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"A-A2.1BUILDING AELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"A-A2.14BLDG A - WEST ELEVATION1/8" = 1'-0"A-A2.13BLDG A - SOUTH ELEVATION1/8" = 1'-0"A-A2.12BLDG A - EAST ELEVATION1/8" = 1'-0"A-A2.11BUILDING A - NORTH ELEVATIONBUILDING 'A' RENOVATION NOTES1. REPOINT MASONRY & STONE PERIMETER (BUDGET 5% NEW MASONRY). 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR.ABDECFGHJKLMNORTHSITE KEY PLANABASK-065R102/06/20(REV 03/04/20)No. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/1923 ASK-065 02/06/2024 ASK-065R1 03/11/20 %/'*$ /(9(/ %/'*$ /(9(/DWWLF :::::::::%/'*$ /(9(/ROG %/'*$ /(9(/ $$$$ CONNECTOR BETWEENBLDG A AND B$%$$%$ PART OF BUILDING BNEW UNIT SEPARATION WALLS EXTEND TO UNDERSIDE OF ROOF DECK.1/AB-A3.3$%$$%$$%$$%$$%$$%$ :::::::::):)):&:&:&:&:&:&%/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$%8,/',1*$ /21*,78',1$/6(&7,21$%'(&)*+-./01257+6,7(.(<3/$1$%1R 'HVFULSWLRQ 'DWH $GGHQGXP 6 CD Set 6/11/19 %/'*$ /(9(/ %/'*$ /(9(/DWWLF :$%/'*$ /(9(/ROG %/'*$ /(9(/ $))::)5$7('&255,'25:$//(;7(1'('837281'(56,'(2)522)'(&. %/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$%8,/',1*$ &52666(&7,21$%'(&)*+-./01257+6,7(.(<3/$1$%1R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 1(:$63+$/76+,1*/(61(:,&($1':$7(56+,(/'(;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('0$7(5,$/1(:$/80,180'5,3('*(1(:$/80,1805$,1*877(5$1''2:163287:,7+/($)675$,1(5(;,67,1*522)385/,1725(0$,11(:&217,182866($/$17$7385/,11(:&217,18286-%($'1(:0(7$/)855,1*&+$11(/6#&1(:3$,17('*<3%2$5'&(,/,1*1(:%/2&.,1*%(7:((1(;,67,1*522)5$)7(561(:),%(5*/$66%$77,168/$7,21,15$)7(5%$<61(:5$)7(59(1761(:&217,182866/27,1(;,67,1*522)'(&.1(:/20$1&2 '(&.$,5 ,17$.(9(173$,17(':22'75,01(:&217,182866($/$171(:&217,18286-%($'1(:0(7$/)855,1*&+$11(/6#&1(:3$,17('*<3%2$5'&(,/,1*1(:),%(5*/$66%$77,168/$7,21,15$)7(5%$<61(:&217,182865,'*(9(173529,'(23(1,1*$77232)522)'(&.,1*%27+6,'(65,'*(%2$5'(;,67,1*5,'*(%2$5'725(0$,11(:$63+$/7522)6+,1*/(629(5,&($1':$7(56+,(/'(;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('3257,2161(:$63+$/76+,1*/(61(:,&($1':$7(56+,(/'(;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('0$7(5,$/1(:$/80,180'5,3('*((;,67,1*%5,&.&25%(/5(3$,5$6127('21(/(9$7,216(;,67,1*522)5$)7(5725(0$,11(:&217,182866($/$17$7(;7(5,25%5,&.:$//1(:&217,18286-%($'1(:),%(5*/$66,168/$7,21%(7:((15$)7(5$1'%5,&.(;7(5,25:$//1(:3$,17('*<3%2$5'&(,/,1*1(:0(7$/)855,1*&+$11(/6$72&1(:&217,18286-%($'1(:&217,182866($/$17$7(;,67,1*:22'75866%27+6,'(66FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$'(7$,/522)($9(5$.(3$5$3(7'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$($9('(7$,/ $$5,'*('(7$,/ $$5$.('(7$,/1R 'HVFULSWLRQ 'DWH $GGHQGXP 3HUPLW6HW &'6HW6 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$$),1,6+6&+('8/(%8,/',1*$'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 $%$$%$$%$$%$ $%$$%$$%$$%$$%$$%$$%$$%$:$::$:::$:$''(63$57,7,217$*6$''('$$$$:$$%$$%$$%$$%$'183 $%$$%$$%$$%$ $%$$%$$%$$%$::$::$::$)'3$57,7,217$*6$''('$$$$:$:$$%$$%$$%$$%$83'1$%$$%$$%$$%$ $%$$%$$%$$%$ :$:$::::(6)'3$57,7,217$*6$''('$$$$:$:$:$$%$$%$$%$$%$ '1$%$$%$$%$$%$$%$$%$$%$$%$ ::::::$::$'3$57,7,217$*6$''('$$$$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $%$%8,/',1*$%&211(&72567$,53/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $%$%/'*$% /(9(/ $%$%/'*$% /(9(/$%'(&)*+-./01257+6,7(.(<3/$1$% $%$%/'*$% /(9(/ $%$%/'*$% /(9(/1R 'HVFULSWLRQ 'DWH $GGHQGXP 3HUPLW6HW &'6HW6 BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REBUILD CORNER OF STONE FOUNDATION. CLEAN AND REPAIR STONE AND BRICK WALL AND FOUNDATION.CORRIDOR TO UNITS A-4, A-5, A-6NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW DOORS AT EXISTING MASONRY OPENINGNEW BRIDGE AND RAILINGS.NEW WALKING BRIDGE.REPAIR AND REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELNEW WINDOW AND BRICKINFILL AT EXISTING MASONRY OPENINGGRADEBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"NEW WINDOW INEXISTING MASONRY OPENING (TYPICAL).NEW ACCESS DOORS TO CRAWL SPACE.NEW BRICK CORBEL TO ALIGN WITH BLDG ANEW EXTERIOR DOOR IN NEW BRICK VENEER WALL.BUILDING AAB CONNECTORBUILDING BNEW BRICK INFILL EXISTING OPENING. EXISTING BRICK INFILL TO REMAIN. NEW WINDOW IN NEW BRICK VENEER WALL.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECKING. NEW RAIN GUTTER AND LEADERS.TO SPLASH BLOCK REPAIR AND REPLACE BRICK WALL AT REMOVED SHAFT WALL DEMOLISHED.NEW LOW SLOPE ROOF SYSTEM ON NEW ROOF DECK AND FRAMING. NEW BOARD AND BATTEN EXTERIOR WALL DOGHOUSE DORMER WITH NEW LOW SLOPE ROOF SYSTEM. REPAIR STONE FOUNDATION. REPAIR AND REPOINT STONE FOUNDATION.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELEXPANSION JOINTGRADEBLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REPAIR AND REPLACE 4 ROWS OF BRICK AT GABLE END CORBEL.NEW SELF ADHERING ROOF FLASHING WITH SURFACE APPLIED TERMINATION BAR.NEW LOW-SLOPE ROOF SYSTEM OF WOOD DECK AND FRAMING.SEE BUILDING SECTION 2/AB-A3.2BLDG B - ELEVATOR -OVERRIDE83' - 8 7/8"SECTION AT A/B CONNECTORBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"2A-A3.22A-A3.2NEW BRICK VENEER WALL.NEW RAIN GUTTERS AND LEADERS TIED TO STORM WATER SYSTEM.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECK.CLEAN AND RESTORE EXISTING STONE SITE WALL.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELCORRIDOR TO UNITS A-1, A-2, A-3NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW IN EXISTING MASONRY OPENING (TYPICAL).NEW LOW-SLOPE ROOFSYSTEM AT AB CONNECTORNEW BOARD AND BATTEN SIDED DOGHOUSE DORMER WITH LOWSLOPE ROOF SYSTEM.NEW WALKING BRIDGE AND RAILING.NEW WINDOW IN RESTORED MASONRY OPENING.BUILDING AAB CONNECTORBUILDING B4A-D1.04A-D1.0EXPANSION JOINTGRADEGRADEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"A-A2.1BUILDING AELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"A-A2.14BLDG A - WEST ELEVATION1/8" = 1'-0"A-A2.13BLDG A - SOUTH ELEVATION1/8" = 1'-0"A-A2.12BLDG A - EAST ELEVATION1/8" = 1'-0"A-A2.11BUILDING A - NORTH ELEVATIONBUILDING 'A' RENOVATION NOTES1. REPOINT MASONRY & STONE PERIMETER (BUDGET 5% NEW MASONRY). 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR.ABDECFGHJKLMNORTHSITE KEY PLANABASK-065R102/06/20(REV 03/04/20)No. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/1923 ASK-065 02/06/2024 ASK-065R1 03/11/20 %/'*$ /(9(/ %/'*$ /(9(/DWWLF :::::::::%/'*$ /(9(/ROG %/'*$ /(9(/ $$$$ CONNECTOR BETWEENBLDG A AND B$%$$%$ PART OF BUILDING BNEW UNIT SEPARATION WALLS EXTEND TO UNDERSIDE OF ROOF DECK.1/AB-A3.3$%$$%$$%$$%$$%$$%$ :::::::::):)):&:&:&:&:&:&%/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$%8,/',1*$ /21*,78',1$/6(&7,21$%'(&)*+-./01257+6,7(.(<3/$1$%1R 'HVFULSWLRQ 'DWH $GGHQGXP 6 CD Set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caleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedB-D1.3BUILDING BDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/8" = 1'-0"B-D1.31BLDG B - LEVEL 4 BEAMS, DEMOLITION PLANB-D1.32BUILDING B - DEMO CUT-AWAY AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/19 %8,/',1*%81,7&%('522067$,5(/(&75,&$/0(7(552200$,17(1$1&(5220%2,/(55220635,1./(552200$7&+/,1(0$7&+/,1(%$To be Demolished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o be Demolished%$%8,/',1*%81,7%%('52207<3($81,7%%('522081,7%%('522081,7%%('522081,7%%('52200(&+0(&+0(&+0(&+0(&+0(&+0$7&+/,1(%$3$57$3$57%0$7&+/,1(%$%8,/',1*%81,7%%('522081,7%%('522081,7%%('522081,7%%('522081,7%%('52200(&+0(&+0(&+0(&+0$7&+/,1(%$3$57$3$57%0$7&+/,1(%$%$3$57$3$57%%$0$7&+/,1( 0$7&+/,1(6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 %.3%8,/',1*%.(<3/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU %.3%8,/,',1*% /(9(/7:2.(<3/$1 %.3%8,/',1*% /(9(/7+5((.(<3/$1 %.3%8,/',1*% /(9(/)285.(<3/$1 %.3%8,/',1*% 522).(<3/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 UPL2.2L2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L4B-A3.44B-A3.4BUILDING B29' - 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LEVEL B, ENLARGED PLAN (PART A)1/4" = 1'-0"B-A1.22BUILDING B - LEVEL B, ENLARGED PLAN (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLAN02/06/20(REVISED 03/16/20, 03/30/20, 04/16/20)ASK-088R3No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/1910 Addendum 08 11/05/1956 ASK-088 02/06/2057 ASK-088R1 03/16/2058 ASK-088R2 03/30/2059 ASK-088R3 04/16/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.150' - 2"50' - 2"UNIT B-4(2 BEDROOM)UNIT B-5(1 BEDROOM)UNIT B-6(1 BEDROOM)UNIT B-7(STUDIO)MECHMECHMECHMAILBOXESW1W1W5W5W1W5W1W4W4W5W5AW5W1W5W5W1W5W5W18' - 0 1/2"4' - 11"4' - 7"4"11' - 3" 4" 5' - 10"6"2' - 2" 4" 4' - 10" 8" 8' - 6" 1' - 3" 2' - 1"4"3' - 3" 4" 9' - 7"22' - 3"6' - 4"6"14' - 9"6"2' - 2"4"9"11' - 5"7' - 10"4"4' - 7" 4" 2' - 0"4"7' - 1"10"2' - 4"6"2' - 10"4"2' - 6" 7' - 1"6"2' - 1"4"6' - 7"4' - 6"6' - 4"6"6' - 4"4"5' - 10" 5' - 8"4"11' - 6"6' - 5" 8" 6' - 11"1' - 10"2' - 11"4"4' - 9" 4" 2' - 1"4"10' - 4"2' - 1 1/4"6"5' - 4" 4" 4' - 9"4"1' - 10"1' - 1"16' - 6"10' - 2"6' - 2"6"10' - 2" 4" 2' - 1"4"3' - 1"4"13' - 10"30' - 2 3/8"16' - 7 1/4"6" 4' - 7"4"2' - 7"4"8' - 9"6"B-A2.152B-A3.22B-A3.23B-A3.33B-A3.3A-5A-5A-5A-5A-5A-7A-10A-5A-5A-5A-5A-5A-5A-5B-A6.42TOILETTYPE-6KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13TOILETTYPE-7TOILETTYPE-104"3' - 1"4"2' - 1" 4"2' - 1 1/4"4' - 2"10' - 4"7' - 1"4"2' - 9"4"15' - 2"W5A6' - 1 1/2"4"2' - 2"4"3' - 4"D-1D-1D-2D-3CD-2D-2D-2BD-4D-3D-2D-4D-5DD-1D-3D-4BA-7D-8TRANSOM WINDOW ABOVEW4W4W5AELEVATORW5W1W1W5AD-5AD-5AY3A-5W5W5W5W5W1W1W5W5W5CLOSETBEDROOMCOAT CLOSETLINENCLOSETCOAT CLOSETB-A5.62CORRIDORW5LINENCLOSETCLOSETBEDROOMCOATCLOSETLINENCLOS.CLOSETCORRIDORCORRIDORW4AW4AVESTIBULE2' - 9"W7B2' - 2"2' - 8"W7AW54ASK-0924ASK-092D-39L2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.L4B-A3.44B-A3.4UNIT B-3(1 BEDROOM)TYPE 'A'UNIT B-4(2 BEDROOM)MECHLIN. CLOS.50' - 2"W1W5W1W1W1W5W1W6W5W34"9' - 10"5' - 7"24' - 3 3/4"9' - 10"30' - 2 7/8"5' - 6 5/8"3' - 4 3/8"2' - 0 7/8"3' - 2 3/4"5' - 7 5/8"10' - 2"7' - 11"4"2' - 1"4"2' - 6"4"11' - 4"6"10' - 2"4"15' - 10"6"1' - 10 7/8"6' - 1"6"13' - 2"4"2' - 1"4"2' - 1"4"11' - 11"6' - 0 7/8"5' - 4"4"6' - 6"9' - 9"10"14' - 7"4"2' - 1"4"8' - 11"7' - 2"4"2' - 6"4' - 1"5' - 2"4"1' - 11" 2' - 9"6"2' - 11" 5' - 1"2' - 0"4' - 8 1/4"18' - 1 1/4"7' - 8 3/4"2B-A3.22B-A3.22C-A3.12C-A3.1A-5A-5A-5A-5A-5A-5A-5A-5A-5A-5A-5A-5KITCHENTYPE-10B-A6.37TOILETTYPE-8TOILETTYPE-92' - 7 1/4"4' - 9 7/8"KITCHENTYPE-9D-7D-1D-4BD-4BD-2BD-2D-1D-2D-3D-1D-2D-2D-4BD-3D-52B-A5.4TRANSOM WINDOW ABOVE2B-A5.52B-A5.51B-A5.41B-A5.4W5NEW FLOOR INFILL1B A5.2A-6AAA-6AAOW5W5W7AW3W3W5W1W5W5W5W1W7AW1W7AW7ABEDROOMW5LINENCLOSETCLOSETW5AW5ASTAIR B2UPDNCOAT CLOSETBEDROOM 1 BEDROOM 2CLOSETCLOSETCORRIDORCOAT CLOSETRAIN LEADER TO SPASH BLOCK (TYP.)D-5ALINENW7AW52' - 0"W5W1W5W5MECH363637ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.3BUILDING BPLANS -LEVELONEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"B-A1.32BUILDING B - LEVEL ONE, ENLARGED PLAN (PART B)MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.31BUILDING B - LEVEL ONE, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLAN(02/06/20, REVISED 4/16/20)ASK-072R1No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1936 ASK-072 02/06/2037 ASK-072R1 04/16/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.160' - 8"UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)MECHW1W1W5W1W1W1W56"4' - 7"4"11' - 3"4"5' - 10" 6" 2' - 2" 4" 4' - 10" 8" 8' - 6"1' - 3"12' - 9"4"6' - 7"4"5' - 1"10' - 2"5' - 10"6' - 2"6"10' - 2"4"3' - 1"4"2' - 1"4"13' - 10"2B-A3.22B-A3.23B-A3.33B-A3.3KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13W5W5W5MECH6' - 2"6"10' - 2"4"2' - 1"4"3' - 1"4"13' - 10"2' - 8"5' - 10"2' - 1 1/4"W1W4W5W5W5LIN.CLOSET2' - 1 1/4"4' - 2"6' - 3" 6" 5' - 4" 4" 4' - 9" 4" 2' - 11" 16' - 6"2' - 2"10' - 0"4"11' - 11"6"7' - 0"4"2' - 10"4"15' - 2"6"8' - 9"4"2' - 7"4"4' - 7"6"TOILETTYPE-10TOILETTYPE-7TOILETTYPE-6OD-1D-2D-1D-2BD-4D-5BD-3D-1D-3CD-2D-2D-4D-5DA-6A-6A-6A-6A-6A-8A-6A-6A-6A-7A-10A-6A-6A-6TRANSOM WINDOW ABOVEW4W4NEW WOOD FLOORY3W5W5W5W5W7AW1W1W1W5W1W7ACOAT CLOSETW5CLOSETLINENCLOSETBEDROOMCOAT CLOSETBEDROOMW57CLOSETCLOSETELEVATOR7' - 0" 6' - 11"1' - 10"2' - 11"4"4' - 9"4"2' - 1"4"10' - 4"MECHCORRIDORB-A5.63BEDROOMW7BLAUNDRYCLOSETD-277D-37D-8D-2D-374ASK-0924ASK-092ASK-0923WITH R-19 BATT INSULATION7NEW DOORS AT FACADE WITH NEW FRAMED WALL BEHINDASK064D-60NEW WOOD FLOOR INFILL P.LAM. COUNTER ON TOP.13' - 8"4"6' - 10"4"2' - 1"4"13' - 3"40L2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.LB-A2.27UNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)MECHMECH60' - 8"W1W5W1W5W5W5W1W1W1W3W5W5W7W3W1W56' - 1 7/8"8' - 4 3/8"15' - 7 3/8"15' - 9 5/8"3' - 5" 4' - 1" 6" 10' - 2"4"3' - 3" 4" 2' - 1"4"9' - 10"6' - 1" 6" 13' - 2"4"2' - 1"4"2' - 1"4"11' - 11"5' - 2"4"2' - 0" 2' - 8"6"7' - 3"4"2' - 6" 4' - 1"6"1' - 11"6"4' - 10"4"2' - 7"4"3' - 3"4"2' - 1"4"9' - 10"6"10' - 2"6' - 1"6"5' - 4"4"7' - 7"6"4' - 1"6"11' - 11"17' - 5"9' - 9"10"1' - 4"4"13' - 0"4"2' - 1"4"4"2' - 5"4"2' - 2"4"7' - 9"2' - 11" 5' - 1" 4" 2' - 0"4"4' - 9"4"2' - 1"4' - 10"2B-A3.22B-A3.2TOILETTYPE-8KITCHENTYPE-9TOILETTYPE-9KITCHENTYPE-10D-7D-1D-4BD-4BD-2BD-2D-1D-2D-3D-3AD-2D-2D-4BD-5A-6A-6A-6A-6A-6A-6A-6A-6A-6A-6A-6A-6Y16' - 2"6"5' - 7"4"3' - 4"4"20' - 8"2B A5.2NEW FLOOR INFILLA-6AAA-6AAW1W5W5W1W5W5W5W5W7ABEDROOMW5CLOSETLINENCLOSETW5AW5AW5ASTAIR B2UPDNCOATCLOSETCLOSET CLOSETBEDROOM 2BEDROOM 1COATCLOSETCORRIDORRAIN LEADER TO SPLASH BLOCK (TYP.)D-5AW5W5W5AW5AW5LIN.CLOS.TRANSOM WINDOW ABOVE2241ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.4BUILDING BPLANS -LEVELTWODakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"B-A1.42BUILDING B - LEVEL TWO, ENLARGED PLAN (PART B)ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.41BUILDING B - LEVEL TWO, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEASK-078R202/06/20(revised 03/11/20, 04/16/20)No. Description Date3 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1922 ASK-045 1/15/2039 ASK-078 02/06/2040 ASK-078R1 03/11/2041 ASK-078R2 04/16/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.1B-A2.2869' - 11"UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)W5W1W5W5W5W1W4W1W5W16' - 4 1/4"10' - 2"6' - 10" 6" 6' - 4"4"11' - 3"4"12' - 4"6' - 8" 6" 10' - 2"4"3' - 1"4"2' - 1"4"14' - 4"2B-A3.22B-A3.23B-A3.33B-A3.31B-A3.11B-A3.1KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13W5W5W5MECH6' - 8"6"10' - 2"4"2' - 1"4"3' - 1"4"14' - 4"4' - 7"4" 2' - 1" 4"6"5' - 4"4"2' - 8"5"5' - 9"6"2' - 2"4"4' - 7"3"8"8' - 6"8"8"5"2' - 1"4"2' - 10"4"9' - 7"2"4"9' - 6"LINENCLOSET10' - 10"2' - 1 1/4"4' - 2"5' - 4 1/4"6"4' - 7"4"2' - 7"4"8' - 9"6"7' - 10"4"7' - 0"4"7"2' - 2"4"4' - 0"4"2' - 10"6"9' - 11" 3' - 0"4"2' - 1"4"7' - 1"MECH22' - 9"7' - 10"4' - 1"30' - 7"2' - 3"W1W5W5W5TOILETTYPE-10TOILETTYPE-7TOILETTYPE-6A-7A-10A-5A-5A-9A-9A-9A-9A-9A-9A-5A-5A-5A-9A-8D-1D-2D-2D-2BD-4D-5BD-3D-4BD-2D-2D-4D-5DD-3D-1D-1D-2TRANSOM WINDOW ABOVENEW FLOOR INFILL10' - 5"10' - 2"6"3' - 0"4"2' - 11" 4" 5' - 0"4"2' - 7"4"12' - 3"ELEVATORW4W4W46' - 9"2"8"6' - 11"1' - 10"2' - 11"4"4' - 9"4"2' - 1"4"10' - 10"Y3W5W5W5W1W1W1W7AW5W5W1W5W5W1W7AW5W5W1W1W17PARTITION TAGS ADDEDCOATCLOSETCLOSETLINENCLOSETBEDROOMCORRIDORCOATCLOSETMECHCLOSETB-A5.64COATCLOSETBEDROOMBEDROOMCORRIDORW4AW4AW4AW4A4ASK-0924ASK-092ASK-09227WITH R-19 BATT INSULATIONNEW DOORS AT FACADE WITH NEW FRAMED WALL BEHINDD-4BCLOSETL2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.LB-A2.27UNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)69' - 11"MECHMECHW1W5W1W1W1W5W3W5W5W56' - 8"6"5"5' - 1"4"8' - 5"4"16' - 1"4' - 9" 2' - 2"6' - 8"6"5' - 7"4"3' - 4"4"21' - 2"6' - 7" 6" 5' - 4" 4" 7' - 6"6"4' - 2"6"12' - 5"10' - 3"10"14' - 7"4"2' - 1"4"9' - 5"10' - 6 1/8"0" 2' - 11" 5' - 1" 4" 2' - 0" 4"4' - 9"2' - 1"2B-A3.22B-A3.2W5KITCHENTYPE-9KITCHENTYPE-1014' - 1 7/8"5' - 2"4"2' - 0" 2' - 9"4"6' - 8"7"2' - 10" 4' - 1"6"1' - 11"6"4' - 10"4"2' - 7"4"3' - 3"4"2' - 1"4"9' - 10"6"6' - 7"6"13' - 2"4"2' - 1"4"2' - 1"4"12' - 5"4' - 2"TOILETTYPE-8TOILETTYPE-9A-5A-5A-5A-5A-5A-5A-8A-8A-8A-8A-8A-8A-8D-7D-1D-1D-2D-3D-5AD-4BD-2D-2D-4BD-4BD-2BD-2D-5AD-3AY1TRANSOM WINDOW ABOVE2B-A5.41B A5.3NEW FLOOR INFILLA-6AAA-6AAA-31W5W3W7AW3W3W5W5W1W1W1W5W1W5W5W5W5W5W5W5W5W5W5W7AW7AW7AW7APARTITION TAGS ADDEDBEDROOMCLOSETLIN.CLOS.STAIR B2UPDNCOATCLOSETCLOSET CLOSETCOATCLOSETBEDROOM 1 BEDROOM 2CORRIDORW5W5LIN.CLOS.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.5BUILDING BPLANS -LEVELTHREEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"B-A1.52BUILDING B - LEVEL THREE, ENLARGED PLAN (PART B)ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.51BUILDING B - LEVEL THREE, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEASK-073R102/06/20 (REV 03/11/20)No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1923 ASK-073R1 03/11/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.1B-A2.2879' - 11"UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)W5W1W1W5W5W4W1W5W1W1W18' - 4"6"6' - 6" 4" 5' - 0"4"2' - 7"4"10' - 8"28' - 11 3/8"10' - 2"5' - 10"16' - 5 1/8"5' - 3"6"10' - 2"4"3' - 1"4"2' - 1"4"12' - 8"22' - 3"2B-A3.22B-A3.23B-A3.33B-A3.31B-A3.11B-A3.1KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13MECHW5W5W5LIN.CLOS.MECH5' - 3"6"10' - 2"4"2' - 1"4"3' - 1"4"12' - 8"5' - 4 1/4"7' - 3 1/2"13' - 0 3/4"2' - 1 1/4"TOILETTYPE-10TOILETTYPE-74' - 2"9' - 7 3/8"7' - 8"4"8' - 10 1/8"6"2' - 3 5/8"25' - 10 7/8"2' - 1"4"8' - 3 5/8"6"7' - 0"6"6' - 1"6"1' - 4"5' - 0"4"11' - 3"4"10' - 8"2' - 3"4' - 1 1/4"7' - 10 1/4"TOILETTYPE-6AD-1D-2D-2D-1D-2BD-4D-5AD-3D-4BD-1D-2D-2D-3D-4BD-5AD-1A-5A-54' - 1 3/4"11' - 3 1/4"15' - 0"3' - 0"NEW FLOOR INFILLC-1C-1C-1C-1C-1C-1C-1C-1C-12AB 1.2ELEVATOROVERRUNW4W4W4C-1C-1C-1C-1C-1A-10A-10W5W5W5W7AW1W5W5W5W5W5W5W5W5W5W5W5W1W5W5W1W1W1W5W5W5W7AW1W1W57COATCLOSETBEDROOMLIVNG/DININGLINENCLOSET4' - 2"4"2' - 1"4"5' - 10"4"2' - 8"4"4"5' - 6"6"2' - 2"4"4' - 10" 8"8' - 6"8"8"5"2' - 1" 4" 2' - 10"4"9' - 7"2"4"10' - 9"10"8' - 0"CLOSET4" 4' - 9"4"18' - 3"COATCLOSETLIVING/DINING5' - 3"2"8"6' - 11"8"1' - 2"1' - 8"4"6' - 0"4"11' - 8"CLOSETBEDROOMMECHB-A5.65D-7COATCLOSETBEDROOMCORRIDORLIVING/DINING3' - 2"6' - 6"4"2' - 1"4"2"4"4' - 7"4"7' - 7"6"9' - 0"4"2' - 7"4"4' - 2"6"75' - 3"6"9' - 0" 1' - 8"4"5' - 5"4"2' - 5"4"5' - 0"4"4' - 1"4ASK-0924ASK-092ASK-09217WITH R-19 BATT INSULATIONNEW DOORS AT FACADE WITH NEW FRAMED WALL BEHIND. RAILINGD-4B7CLOSETWINDOW TYPE C-2 ABOVE.434242L2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.L4B-A3.44B-A3.4B-A2.27UNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)MECH79' - 11"W1W5W5W5W1W1W5W7W3W5W5W5W59' - 10"5' - 6 5/8"8' - 4 3/8"14' - 5 1/4"4' - 9" 2' - 2"3' - 4 3/8"19' - 5 1/8"5' - 6 5/8"6' - 0 5/8"5' - 3"6"13' - 2"4"2' - 1"4"2' - 1"4"10' - 7"10' - 2"9' - 4" 4"2' - 1"4"7' - 2"4"2' - 6" 4' - 1"6"1' - 11"6"4' - 10"4"2' - 7"4"3' - 8"4"2' - 1"4"9' - 10"6"6"15' - 5"4"8' - 6"6"2' - 0"6"11' - 5"4"2' - 5"4"1' - 5"4"10' - 1"7' - 6"3' - 5" 4' - 1"9' - 0"10"14' - 7"4"2' - 1"4"5' - 3"4"2' - 0"5' - 10 5/8"22' - 8 1/4"2' - 1 1/4"9' - 4"2' - 8 5/8"5' - 3 5/8"5' - 3 3/8"8' - 9 3/4"19' - 7"2B-A3.22B-A3.2KITCHENTYPE-9MECHKITCHENTYPE-10A5' - 3"6"5' - 4"4"7' - 7"6"4' - 1"6"8' - 0"6"2' - 2"W1TOILETTYPE-8TOILETTYPE-9D-7D-1D-4BD-4BD-2BD-2D-1D-2D-3D-2D-5D-4BD-3D-2A-11C-1C-1C-1C-1C-12B A5.311' - 7"NEW FLOOR INFILLC-1C-1C-1C-1C-1C-1W3W1W5W1W1W5W1W5W5W5W5W5W5W5W5W7AW1W7AW7AW7ABEDROOMCLOSETLINENCLOSETLIVING/DININGSTAIR B2DNCOATCLOSETBEDROOM 1BEDROOM 2CLOSET CLOSETCOATCLOSETLIVING/DININGCORRIDORW5W5D-5ALIN.CLOS.41ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.6BUILDING BPLANS -LEVELFOURDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.62BUILDING B - LEVEL FOUR, ENLARGED PLAN (PART B)1/4" = 1'-0"B-A1.61BUILDING B - LEVEL FOUR, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEASK-079R202/06/20(REV 03/11/20, 4/16/20)No. Description Date1 Addendum 01 2/1/194 Addendum 03 4/12/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1941 ASK-079 02/06/2042 ASK-079R1 03/11/2043 ASK-079R2 04/16/20 NEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPEROOF BELOW (SEE BLDG C)LINE OF WALL BELOWNEW GUTTERLINE OF WALL BELOWEDGE OF HIGHER ROOFLINE OF WALL BELOWNEW RAIN GUTTERLEADER TO LOWER RAIN GUTTERRL TO SPLASH BLOCKRL TO SPLASH BLOCKTO NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRL RL NEW RAIN GUTTEREDGE OF HIGHER ROOFNEW ASPHALT SHINGLE ROOFSLOPENEW RAIN GUTTEREDGE OF HIGHER ROOFNEW ASPHALT SHINGLE ROOFSLOPENEW RAIN GUTTERRLNEW LOW-SLOPE MEMBRANE ROOFSLOPENEW LOW-SLOPE ROOF BELOWNEW LOW-SLOPE ROOF AT BRIDGE BETWEEN B AND DLINE OF WALL BELOWEDGE OF HIGHER ROOFLINE OF WALL BELOWLINE OF WALL BELOWEXPANSION JOINTTO NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRLRLRLLEADER TO LOWER ROOFTO NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRL TO SPLASH BLOCKRLRLROOF SYSTEM LEGENDNEW ASPHALT SHINGLE ROOF SYSTEMNEW LOW-SLOPE MEMBRANE ROOF SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedB-A1.7BUILDING BPLANS -LEVELROOFDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMATCH LINEMATCH LINE1/4" = 1'-0"B-A1.71BUILDING B - ROOF PLAN1/4" = 1'-0"B-A1.72BUILDING B - ROOF PLAN12/26/19(REV 03/09/20)ASK-039AR1No. Description Date3 Permit Set 2/26/1918 ASK-045 1/15/2020 ASK-039R1 03/09/20 EXITEXITEXPOSED HEAVY TIMBER FRAMING AND FLOORC-A6.23CGGGGCGGEXITGGGGGGGGGGASK-045Ar11A.F.F.C4 - Rated Ceiling at Building B Level SB7' - 8"ATTACHED TO EXISTING BAR-JOISTFLOOR FRAMING ABOVE.BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFW.B.BEAM BRACING AT TOP OF INTERIOR PARTITION. WALL BRACING SYMBOLSW.P.POST UP BRACING AT TOP OF INTERIOR PARTITION. REFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedB-A1.11BUILDING BLEVEL SB -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor04/22/2016-0631/4" = 1'-0"B-A1.111BLDG B - LEVEL SB, RCPABDECFGHJKLMNORTHSITE KEY PLANASK-108No. Description Date3 Permit Set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SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG B - AVE GRADE47' - 6"NEW PREFIN ALUM COUNTER FLASHING NEW ALUM GUTTERS & DOWNSPOUTS, TO SPLASH BLOCKSREPLACE ALL CLERESTORY WINDOWS & WOOD JAMBS EXIT FROM EGRESS STAIRSEE BUILDING AB CONNECTOR DRAWINGSBLDG F - LEVEL 352' - 6 1/2"BLDG K - LEVEL 1 NEW30' - 5"BLDG M - LEVEL 1 NEW30' - 5"BLDG B - ELEVATOR -OVERRIDE83' - 8 7/8"10' - 0"10' - 0"BOILER ROOM EXHAUST MANTAIN 10'-0 MIN. FROM ANY OPERABLE OPENINGINFILL EXISTING MASSONRY OPENINGS W/BRICK,TYP.BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"3B-A3.33B-A3.3REMOVE OUTRIGGER (CONFIRM IT IS NON-STRUCTURAL BEFORE REMOVING)NEW BOARD AND BATTEN SIDING TO MATCH EXISTINGTYPICAL AT ALL 4 EAVE CORNER CONDITIONS AT BLDG 'B' -REMOVE CANTILEVERED BRICK & REPLACED W/ NEW FLUSH PTD SYNTHETHIC PANEL REMOVE ROOF & MISC STRUCTURAL SUPPORTSREPLACE ROOFING, REBUILD FASCIA & EAVE, INSTALL NEW PREFIN ALUM GUTTER & DOWNSPOUT, TIED INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMREBUILD/REPOINT MASONRY JAMBS OF EXISTING OPENINGSAT THESE OPENINGS REBUILD/REPOINT GABLE ENDSMAIN ENTRY TO BUILDING BNEW FIXED WINDOW IN EXISTING OPENINGBLDG F - LEVEL 352' - 6 1/2"NEW DOORS AT EXISTING OPENINGS,TYP.ASK-047ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"B-A2.1BUILDING BELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"B-A2.16BUILDING B - WEST ELEVATION1/8" = 1'-0"B-A2.15BUILDING B - NORTH ELEVATIONBUILDING 'B'RENOVATION NOTES:1. REPOINT 50% OF EXISTING STONE WALLS2. REPOINT 5% OF EXISTING BRICK WALLS3. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 4. FOR ALL STONE HEADERS THAT ARE CURRENTLY "COATED" REPLACE W/ NEW STONE (MATCH & ALIGN W/ EXISTING)5. FOR ALL " NON-COATED" STONE HEADERS, BUDGET 10% FOR REPLACEMENTABDECFGHJKLMNORTHSITE KEY PLAN02/06/20(REV 03/05/20)ASK-066R1No. Description Date3 Permit Set 2/26/1925 ASK-066 02/06/2026 ASK-066R1 3/11/20 BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"2B-A3.22B-A3.2REPLACE ROOFING, REBUILD FASCIA & EAVE, INSTALL NEW PREFIN ALUM GUTTER & DOWNSPOUTBRICK,INFILL,TYP.BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"ENTRANCE TO MECHANICAL ROOMSCORRIDOR TO UNITS B-1 AND B-2SEE BUILDING C DRAWINGSRAIN LEADER LOWER GUTTERBRICK INFILL TYP.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"B-A2.2BUILDING BELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"B-A2.27BUILDING B - SOUTH ELEVATION1/8" = 1'-0"B-A2.28BUILDING B - EAST ELEVATIONBUILDING 'B'RENOVATION NOTES:1. REPOINT 50% OF EXISTING STONE WALLS2. REPOINT 5% OF EXISTING BRICK WALLS3. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 4. FOR ALL STONE HEADERS THAT ARE CURRENTLY "COATED" REPLACE W/ NEW STONE (MATCH & ALIGN W/ EXISTING)5. FOR ALL " NON-COATED" STONE HEADERS, BUDGET 10% FOR REPLACEMENTABDECFGHJKLMNORTHSITE KEY PLANNEW ASPHALT SHINGLE ROOF ON EXISTING DECKNEW WINDOWS IN EXISTING OPENINGNEW GUTTERS AND LEADERS02/06/20REV 03/04/20ASK-089R1No. Description Date3 Permit Set 2/26/1938 ASK-089 02/06/2039 ASK-089R1 03/11/20 BLDG B - LEVEL 4 79' - 11" BLDG B - LEVEL 3 69' - 10 7/8" BLDG B - LEVEL 2 60' - 7 7/8" BLDG B - LEVEL 1 50' - 2" BLDG AB - LEVEL B 41' - 2 7/8" BLDG B - LEVEL SB 31' - 1 7/8" WA L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.N L2.L BLDG B - LEVEL 4 BEAMS 88' - 4 7/8" BLDG B - LEVEL ROOF 99' - 11 3/8" CEILING GYPSUM BOARD BETWEEN RAFTERS DateDrawn byScaleREF:3/32" = 1'-0"12/20/2019 2:51:06 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK2212/09/2019BLDG B LONGITUDINAL SECTIONTGB-A3.1 %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*$% /(9(/% %/'*% /(9(/6% L2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.L%/'*% /(9(/%($06 %/'*% /(9(/522) %$%$ FIRE RATED DEMISING WALLFIRE RATED DEMISING WALLFIRE RATED DEMISING WALL)))))))))))))%/'*) /(9(/ ,)(;,67,1*)/225&$1127%(5(),1,6+('3529,'()/2256<67(0),)(;,67,1*)/225&$1127%(5(),1,6+('3529,'()/2256<67(0)6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 %$%8,/',1*%6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU %$%8,/',1*% /21*,78',1$/6(&7,21*/1)$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*$% /(9(/% %/'*% /(9(/6% L2.AL2.BL2.CL2.DL2.E%/'*% /(9(/%($06 %/'*% /(9(/522) FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL%$%$,)(;,67,1*)/225&$1127%(5(),1,6+('3529,'()/2256<67(0),)(;,67,1*)/225&$1127%(5(),1,6+('3529,'()/2256<67(0))))))6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 %$%8,/',1*%6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU %$%8,/',1*% /21*,78',1$/6(&7,21*/($$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*$% /(9(/% %/'*% /(9(/6% L2.2L2.1%/'*% /(9(/%($06 %/'*% /(9(/522) %/'*% $9(*5$'( %$%$%$%$CONNECTOR BUILDING BETWEEN A&BCONNECTOR BUILDING BETWEEN B AND D%$%$REMOVE EXISTING FLOORINGFIRE RATED DEMISING WALLFIRE RATED DEMISING WALL%/'*) /(9(/ ,)(;,67,1*)/225&$1127%(5(),1,6+('3529,'()/2256<67(0),)(;,67,1*)/225&$1127%(5(),1,6+('3529,'()/2256<67(0)))))))6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 %$%8,/',1*%6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU %$%8,/',1*% &52666(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 NEW ASPHALT SHINGLESNEW ICE AND WATER SHIELD.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.1 "NEW ALUMINUM DRIP EDGE.NEW ALUMINUM RAIN GUTTER AND DOWNSPOUT WITH LEAF STRAINER.EXISTING ROOF PURLIN/BRACE TO REMAIN.NEW CONTINUOUS SEALANT AT PURLIN.NEW METAL FURRING CHANNELS @16" O.C.NEW PAINTED GYPBOARD CEILING.NEW BLOCKING BETWEEN EXISTING ROOF RAFTERS.NEW 6" FIBERGLASS BATT INSULATION IN RAFTER BAYSNEW RAFTER VENTS.NEW CONTINUOUS SEALANT.NEW CONTINUOUS J-BEAD.NEW CONTINUOUS J-BEAD.EXISTING RAFTERS TO REMAIN.NEW METAL FURRING CHANNELS @16" O.C.NEW WINDOW. SEE SCHEDULE.NEW SOFFIT VENT.NEW ASPHALT SHINGLES.NEW ICE AND WATER SHIELD.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE.EXISTING MASONRY GABLE TO REMAIN.EXISTING ROOF RAFTERS TO REMAIN.NEW CONTINUOUS SEALANT AT EXTERIOR BRICK WALL.NEW CONTINUOUS J-BEADNEW FIBERGLASS INSULATION BETWEEN RAFTER AND BRICK EXTERIOR WALL.NEW 3/4" FURRING CHANNELS @ 16" O.C.NEW CONTINUOUS J-BEADNEW CONTINUOUS SEALANT AT EXISTING WOOD TRUSS. BOTH SIDES.NEW 6" FIBERGLASS BATT INSULATION IN RAFTER BAYSNEW RAFTER VENT BAFFLESNEW PAINTED GYPBOARD CEILING.EXISTING ROOF TRUSS TO REMAIN.4"X WOOD TRIM. FINISH TO MATCH ROOF PURLINS.NEW CONTINUOUS SEALANT .NEW 3/4" FURRING CHANNEL 2 16" O.C.EXISTING RAFTER/TRUSS TO REMAIN.NEW 6" FIBERGLASS BATT IN RAFTER BAYSNEW CONTINUOUS RIDGE VENT.PROVIDE 2" OPENING AT TOP OF ROOF DECKING BOTH SIDES RIDGE BOARD.EXISTING RIDGE BOARD TO REMAIN.NEW ASPHALT ROOF SHINGLES OVER ICE AND WATERSHIELD.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED PORTIONS.NEW CONTINUOUS CORNER BEAD.NEW PAINTED GYPBOARD CEILING.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE3" = 1'-0"B-A4.1BUILDING BDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor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cale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" B-A5.6 ELEVATOR PLANS AND SECTIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/4" = 1'-0"B-A5.6 6 ELEVATOR SECTION 1/4" = 1'-0"B-A5.6 7 ELEVATOR SECTION 1/4" = 1'-0"B-A5.6 1 LEVEL B PLAN 1/4" = 1'-0"B-A5.6 2 LEVEL 1 PLAN 1/4" = 1'-0"B-A5.6 3 LEVEL 2 PLAN 1/4" = 1'-0"B-A5.6 4 LEVEL 3 PLAN 1/4" = 1'-0"B-A5.6 5 LEVEL 4 PLAN ASK-040, R1 12/26/19, REV. 02/06/20 L2.2L2.1 4 ASK-092 4 ASK-092 RAILING UP L2.2L2.1 4 ASK-092 4 ASK-092 RAILING UP L2.2L2.1 4 ASK-092 4 ASK-092 COUNTER TOP BLDG B - LEVEL 4 79' - 11" BLDG B - LEVEL 3 69' - 10 7/8" BLDG B - LEVEL 2 60' - 7 7/8" BLDG B - LEVEL 1 50' - 2" L2.2L2.1 BLDG B - LEVEL 4 BEAMS 88' - 4 7/8"1' - 6"1' - 10"W1 GWB WALL Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated ASK-092 BUILDING B - NORTH BUMP REVISIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 3/4/20 16-063 1/4" = 1'-0"ASK-092 1 BLDG B - LEVEL 4 north bump 1/4" = 1'-0"ASK-092 2 BLDG B - LEVEL 3 north bump 1/4" = 1'-0"ASK-092 3 BLDG B - LEVEL 2 north bump - laundry 3/8" = 1'-0"ASK-092 4 BUILDING B - CROSS SECTION AT NORTH BUMP 03/04/20 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7%$),1,6+6&+('8/(%/'*%'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 1 B-A3.1 1 B-A3.1 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR. REMOVE ALL EXISTING EXTERIOR DOORS AT THIS LEVEL. DEMOLISH STAIR TO UPPER LEVEL. DEMOLISH ALL COLUMNS AND UPPER FLOOR SYSTEM. 1 B-A3.1 1 B-A3.1 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS. REMOVE ALL FLOORING, SUBFLOOR AND FLOOR FRAMING AT THIS LEVEL. REMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR. REMOVE ALL EXISTING EXTERIOR DOORS AT THIS LEVEL. DEMOLISH SECOND LEVEL FLOOR ENTIRELY (FLOOR, FRAMING AND COLUMNS). DEMOLISH STAIR TO SECOND LEVEL. DEMOLISH EXTERIOR WINDOWS AND DOORS AT BOTH LEVELS ON ALL FACADES. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS. GENERAL DEMOLITION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND DEMOLISHED ELEMENT Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated C-D1.1 BUILDING C DEMO PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/8" = 1'-0"C-D1.1 1 BUILDING C - LEVEL 1, DEMOLITION PLAN 1/8" = 1'-0"C-D1.1 2 BUILDING C - LEVEL 2 DEMOLITION PLAN C-D1.1 3 BUILDING C - DEMO CUT-AWAY AXONOMETRIC A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-074 02/06/20 1C-A3.11C-A3.1C-A2.111UNIT C-1(2 BEDROOM)UNIT C-2(2 BEDROOM)W5W1W1W5W5W5W5W5W5W5W5W5W5W5W511' - 5"4"2' - 1" 4" 11' - 5" 6" .4"4' - 0"4"1' - 3"4"10"4"4' - 9"4"4' - 9".6"2"7' - 7"4"6' - 0"4"10' - 1"4"2' - 10"4"2' - 5"4"4' - 11"4"4' - 10". 6"12' - 3" 4" 2' - 1"4"8' - 8"4"4' - 0"C-A2.1102C-A3.12C-A3.1B-1AA-3AA-3AA-3ABUILDING FKITCHENTYPE-14KITCHENTYPE-15C-A6.11C-A6.12TOILETTYPE-12A-4ED-4BD-4BD-2BD-2D-3AD-2BD-3D-2D-4BTRANSOM WINDOW ABOVEW5W5W5W7AW7AW7AD-43BTOILETTYPE-11D-2W7AD-4BW5W7AW5D-2W7A5"2' - 9" 7' - 10"4"4' - 1"4"1' - 4"4"4' - 7"4"11' - 0"6"10' - 3"4"3' - 8"4"10' - 1"8' - 10" 4"9' - 3"4"5' - 8"4"1"6" .W5W5W1D-4BTRANSOM WINDOW ABOVEY3Y3W5W5W5RAIN LEADER (TYP.)12' - 9"4"MECHCOATCLOSETBEDROOM 1BEDROOM 2CLOSETCLOSETBEDROOM 1BEDROOM 2COATCLOS.W7ACLOSETCLOSETLINENCLOSETW7BD-5ALIN.CLOS.W5W5W5W5MECH2' - 1"4"W13W13W13ESW13W131'-6"1'-6"1'-6" 1'-6"0"9' - 5"1' - 8"4' - 5"1' - 7"0"0" .1C-A3.11C-A3.1C-A2.19BUILDING CBUILDING FUNIT C-3(2 BEDROOM)TYPE AUNIT C-4(2 BEDROOM)TYPE AW5W5W1W1W5W5W5W5W5W5W56' - 9"4"5' - 0" 4" 1' - 4"2' - 10" 4" 10' - 10"2' - 8"4"12' - 2"4"3' - 0"4" 11' - 3" 12' - 9"4"3' - 4"4"10' - 2"C-A2.1102C-A3.12C-A3.1A-3AA-3AA-3AA-3AA-3AA-3AA-3AA-5AA-4AA-4AA-3AA-2AA-1AKITCHENTYPE-16KITCHENTYPE-16ATOILETTYPE-13TOILETTYPE-14D-4AD-4AD-2D-2D-2D-3AD-2D-4BD-4BD-2D-2D-3AD-5D-45W5W5W5W5W7AW1W7AW1W5W5AW5W5W5COATCLOSETD-44BEDROOM 1BEDROOM 2CLOSETCLOSETLIN.CLOS.COATCLOSETCLOSETCLOSETBEDROOM 1BEDROOM 214' - 4"4"2' - 1"4"13' - 0"14' - 11"4"13' - 9"6"6' - 10"4"12' - 6"2"10' - 1"W54"2' - 1"4"6' - 10"4"4' - 11"4"5' - 10"4"10' - 4"6"W7AW7AF3110' - 4"5' - 1"4"8' - 4"D-4ACLOSETMECHMECHF31D-4AF31ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/4" = 1'-0"C-A1.1BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor02/06/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"C-A1.11BUILDING C - LEVEL ONE, ENLARGED PLAN1/4" = 1'-0"C-A1.12BUILDING C - LEVEL TWO, ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLAN02/06/20 R1ASK-042,R1 1C-A3.11C-A3.1C-A2.111C-A2.19C-A2.1102C-A3.12C-A3.1NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM SLOPESLOPEC-A4.15C-A4.160" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION1' - 8"3' - 4"..TAPERED WOOD BLOCKING1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 7"3' - 4"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 7"3' - 4"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"3' - 4"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"C-A1.2BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"C-A1.23BLDG C - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1947 ASK-094 03/09/2048 ASK-094R1 03/20/20ASK094R1(03/09/2020)(revised 03/20/20) &(&%(% %%%%%%%6'6'6'6'6'6'(4(4(4(4(4 (4(4(4(4(4(4(4 %(4 (4(4 (4(4(4(4 (4(4(4(4 (4 %&( %&%% ( % %%%%%%%6'6'6'6'6'6' (4(4(4 (4(4(4(4(4 (4(4(4 (4(4(4(4(4(4(4(4 (4(4(4(4 (4(4 (4%&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17)5()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,216FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG&$%8,/',1*&5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &$%/'*& /(9(/21(5&3 &$%/'*& /(9(/7:25&3$%'(&)*+-./01257+6,7(.(<3/$1%$7+5220%$7+5220%$7+5220%$7+5220&/ &/ %('5220.,7&+(1%('5220&/ &/ .,7&+(1%('5220.,7&+(1.,7&+(1%('5220%('5220%('5220%('5220%('52201R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 BLDG C - LEVEL 2 41' - 6 7/8" BLDG C - LEVEL 1 31' - 1 7/8" NEW LOW SLOPED ROOFING SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM FACE OF BLDG 'B' ENTRY TO UNIT C-3ENTRY TO UNIT C-4 NEW DOOR IN MODIFIED EXISTING MASONRY NEW WINDOW IN EXISTING/ REVISED DOOR OPENING NEW DOOR MODIFIED EXISTING MASONRY OPENING NEW WINDOW IN EXISTING MASONRY OPENING GRADE BLDG C - LEVEL 2 41' - 6 7/8" BLDG C - LEVEL 1 31' - 1 7/8" FACE OF BLDG 'B' ENTRY TO UNIT C-2 ENTRY TO UNIT C-1 NEW GUTTERS AND DOWNSPROUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW WINDOW IN EXISTING OPENING,TYP. NEW WINDOW IN EXISTING MASONRY OPENING NEW DOOR IN EXISTING MASONRY OPENING GRADE BLDG C - LEVEL 2 41' - 6 7/8" BLDG C - LEVEL 1 31' - 1 7/8" BLDG C - ROOF 52' - 4 5/8" NEW 42" HIGH GUARDRAIL NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S THRU-WALL FLASHING NEW WINDOW IN EXISTING OPENING,TYP. REPAINT EXISTING PARGED WALL GRADE GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" C-A2.1 BUILDING C ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"C-A2.1 9 BUILDING C - NORTH ELEVATION 1/8" = 1'-0"C-A2.1 11 BUILDING C - SOUTH ELEVATION 1/8" = 1'-0"C-A2.1 10 BUILDING C - EAST ELEVATION BUILDING 'C' RENOVATION NOTES: 1. REPOINT 20% OF EXISTING BRICK WALL. BUDGET 5% FOR NEW EXTERIOR BRICK WALL REPLACEMENT 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-067 %/'*& /(9(/ %/'*& /(9(/ %/'*& 522) &1(:/2:6/23(522)6<67(021(;,67,1*)5$0,1*1(::,1'2:,1(;,67,1*0$6215<23(1,1*1(:&21&5(7(6/$%21*5$'(:,7+),1,6+)/225,1*21723*:%&(,/,1* )%/'*& /(9(/ %/'*& /(9(/ %/'*& 522) ),5(5$7(''(0,6,1*:$//1(::22')5$0()/2256<67(0*:%&(,/,1*1(:&21&5(7(6/$%:,7+),1,6+)/225,1*21723)6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &$%8,/',1*&6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &$%8,/',1*& &52666(&7,21 &$%8,/',1*& /21*,78',1$/6(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH $GGHQGXP 6 CD Set 6/11/19 EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE.NEW ALUMINUM RAIN GUTTER AND DOWNSPOUT WITH LEAF STRAINER.NEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPERED TO REACH 8" THICKNESS MINIMUM AT ROOF PEAK.NEW CEDAR OR POLYMER COMPOSITE 10"X5/4" TRIM.NEW BLOCKING.EXISTING EXTERIOR BUILDING BRICK WALLNEW P.T. WOOD BLOCK.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE WITH GRAVEL STOP.NEW CEDAR OR POLYMER COMPOSITE 10"X5/4" TRIM.NEW BLOCKING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION.9"TAPERED P.T. WOOD BLOCKING.EXISTING ROOF DECK TO REMAIN. EXISTING ALUMINUM DRIP EDGE.EXISTING RAIN GUTTER AND DOWNSPOUT.EXISTING WOOD BLOCKINGEXISTING EXTERIOR BUILDING BRICK WALLEXISTING ROOF MEMBRANE.9"EXISTING ROOF DECK TO REMAIN. EXISTING ALUMINUM DRIP EDGE WITH GRAVEL STOP.EXISTING WOOD BLOCKINGEXISTING EXTERIOR BUILDING BRICK WALLEXISTING ROOF MEMBRANE.9"8"TOP OF PROPOSED ROOF INSULATION 14'-9" BEYOND.LINE OF EXISTING ROOF RIDGE.8"14' - 9"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedC-A4.1BUILDING CDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor02/06/2016-0633" = 1'-0"C-A4.11ROOF C - EAVE - PROPOSED3" = 1'-0"C-A4.12ROOF C - RAKE - PROPOSEDNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/19BUILDING C EXISTING ROOF EDGE3" = 1'-0"C-A4.13ROOF C - EAVE - EXISTING3" = 1'-0"C-A4.14ROOF C - RAKE - EXISTINGASK75Ar1(revised 2/10/2020)1/8" = 1'-0"C-A4.15BUILDING C - EAST ELEVATION1/8" = 1'-0"C-A4.16BUILDING C - NORTH ELEVATION(revised 2/24/2020) 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7&$),1,6+6&+('8/(%/'*&'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 2$222225(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25'2256$77+,6/(9(/5(029($//(;7(5,25:,1'2:6$77+,6/(9(/6((6,7('(02/,7,213/$1)25(;7(5,256758&785(62$222225(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<6+25(6758&785('(02/,6+)/225$1')5$0,1*72$&&2002'$7(1(:67$,5:(//5(029($//:,1'2:6217+,6/(9(/6((6,7('(02/,7,21'5$:,1*6)252876,'(6758&785(65(029($//(;7(5,25:,1'2:6$7$///(9(/621$//)$&$'(65(029($//(;7(5,25'2256$7$///(9(/621$//)$&$'(6 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG''%8,/',1*''(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ''%8,/',1*' /(9(/'(02/,7,213/$1 ''%8,/',1*' /(9(/'(02/,7,213/$1''%8,/',1*''(02$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 OA O1 O2 O3 O4 O5 2 D-A3.1 2 D-A3.1 1 D-A3.1 1 D-A3.1 42' - 3 1/2" UNIT D-1 (2 BEDROOM) UNIT D-2 (1 BEDROOM) W1 W6A W5 W1 W5 W1 W1 KITCHEN TYPE-18 KITCHEN TYPE-17 TOILET TYPE-16 TOILET TYPE-15 14' - 7" 6" 2' - 2" 4"13' - 4"6"2' - 6"4"8' - 11" 4" 14' - 1" 3"4' - 0"4"3' - 0"4"5' - 11"3' - 8"6"9' - 10"17' - 2" 6"4' - 4"4"5' - 2"8' - 10"4"2' - 2"4"2' - 4"4"2' - 10"4"10' - 1"8' - 6"6"11' - 2"4"3' - 2"4" 2' - 2" 4"6' - 0"6"7' - 5"8"7' - 8" 6" 2' - 1"4" 18' - 2"4"1' - 8"4"12' - 0" 6"3"2' - 11"4"5' - 6"7"6"3' - 7"9' - 2"4' - 11"2' - 5 7/8"3"7' - 0"4"10' - 7"4"4' - 11"4"4' - 0"3"4"3' - 9"4"3' - 3"3" W8BW8B W8B W8B W8B W8B W8B W8B W8B W8B W8B B-4A B-1A B-1A B-1A B-1A B-3AB-9AB-9AB-10AB-10A B-3A B-1A D-2 D-4B D-2 D-2A D-3 D-2A D-5A D-2A D-4B D-3 D-48 W5W5 W5 W5AW5A W7A W7 W5W5 W5W5 W8B W5 W5 W5 COAT CLOSET LINEN CLOS.CLOSETELECTRICAL ROOM BEDROOM 2 CLOSET LINEN CLOS. STAIR D1 CLOSET BEDROOM PARTIAL HEIGHT WALL COAT CLOSET D-46 RAIN LEADER (TYP.) 2' - 3" 4" 17' - 7"4"2' - 10"4"8' - 10"6"3' - 7" 4" 3' - 7" 6" 2' - 3" 14' - 7"3" D-4A W5A BEDROOM 1 D-62 B-11A W8B 3" 2' - 2" 4" W1 W5 W6A F02 4.5 D-4A F02 3' - 8" 4' - 11" 3' - 5" 3' - 9" 4' - 4" 3' - 9" 4' - 3" 3' - 9" 12' - 6" 3' - 9" 4' - 5" 3' - 9" 4' - 1" B-1A 3"4' - 0"4"UP OA O1 O2 O3 O4 O5 2 D-A3.1 2 D-A3.1 1 D-A3.1 1 D-A3.1 53' - 7" UNIT D-3 (2 BEDROOM)UNIT D-4 (1 BEDROOM) KITCHEN TYPE-17 KITCHEN TYPE-18 TOILET TYPE-15 3"14' - 10" 4" 2' - 1" 4" 13' - 4"6"2' - 6" 4" 6' - 1" 4" 2' - 1"4"14' - 6" 9"3"14' - 8" 4" 2' - 1"4"2' - 5"4"7' - 5"3"3"8' - 6" 6" 13' - 3" 4" 1' - 11" 6" 5' - 1" 1' - 9"6"7' - 9" 6" 2' - 1" 4" 6' - 1" 3" 7' - 6"3"3" 4' - 8"4"4' - 1"4"7' - 8"4"10' - 2"3"2' - 2"3' - 0"4"5' - 6"7"6"3' - 7"7' - 4"6' - 9"4' - 1"4"4' - 11"4"2' - 5"4"7' - 4"4"2' - 8"4"4' - 6"3"3"8' - 9"3"5"4"9' - 3"3"8' - 6"3"8' - 9 7/8"W8BW8B W8B W8B W8B W8B TOILET TYPE-17 B-1K B-4A B-1AB-1A B-1A B-1A B-1A B-1A B-1D B-1AB-1AB-1AB-1AB-1AB-1AB-1A B-2A B-1A B-1A D-2A D-2 D-4 D-5 D-2 D-3 D-4 D-2A D-5A D-2A D-4B D-1 D-3D D-1 W8B W5W5 W5 W6A W5 W5 W5 W5 W6 W5 W7AW7A W5 W1 W1 W1 W7A W7 W5W5 W5 W1 W5 W5W5 W5W5 W5 W8B W8B W8B W8B COAT CLOSET BEDROOM 1 BEDROOM 2 CLOSET CLOSET MECH LINEN CLOSET CLOSET COAT CLOSET BEDROOM PART HEIGHT WALL STAIR D1 LIN. CLOS. W6A 3 ASK-047 3 ASK-047 3 ASK-048 3 ASK-048 4 ASK-047 4 ASK-047 4.5 DN 4' - 11"Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" D-A1.1 BUILDING D PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP 1/4" = 1'-0"D-A1.1 1 BUILDING D - LEVEL ONE, ENLARGED PLAN 1/4" = 1'-0"D-A1.1 2 BUILDING D - LEVEL TWO, ENLARGED PLAN A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-051 02/06/20 OAO1O2O3O4O52D-A3.12D-A3.11D-A3.11D-A3.1D-A2.112D-A2.115D-A2.113D-A2.114NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ASK-0471ASK-0481ASK-0482ASK-04723ASK-0473ASK-0473ASK-0483ASK-0484ASK-0474ASK-0474.5D-A4.15D-A4.160" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATIONTAPERED WOOD BLOCKING3' - 6"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"3' - 6"3' - 6" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9"1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 3' - 6"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"D-A1.2BUILDING DPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"D-A1.21BUILDING D - ROOF LEVEL , ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPNo. Description Date3 Permit Set 2/26/1946 ASK-093 03/09/2047 ASK-093R1 03/20/20ASK093R1(03/09/2020)(REVISED 03/20/20) $%&(% % % % %% %%&(&$&&(;,76'6'6'6'6' (4 (4 (4 (4 (4(4(4 (4 (4 (4(4 (4(4 (4 (4 (4(4 (4(4(4(4 (4(4(4(4 (4(4(4(4 (4(4 (4(4 (4(4(4(4 (4(4 (4(4 (4%%% % % % %% %$&&((%$%6'6'6'6'6' (4 (4 (4 (4 (4 (4(4 (4 (4 (4(4 (4(4 (4 (4 (4(4 (4(4 (4(4 (4(4 (4(4(4(4 (4(4(4(4 (4%&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17)5()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,216FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG'$%8,/',1*'5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$%/'*' /(9(/21(5&3 '$%/'*' /(9(/7:25&3127(&(,/,1*6,1%/'* ' 67)/2256+$//%(# $))$%'(&)*+-./01257+6,7(.(<3/$1%$7+5220%$7+5220%$7+5220%$7+5220%('5220.,7&+(1.,7&+(1%('5220%('5220%('5220%('5220%('5220&/ &/ 1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 BLDG D - LEVEL 2 53' - 6 7/8" 1 BLDG D - LEVEL 1 42' - 3 3/8" O1O2O3O4O5 BLDG D - ROOF 66' - 7 7/8" BLDG E REMOVE PLANTER BOX AND REPLACE THE MASONRY BELOW THE WINDOW SILLS REPLACE MIN 7 ROWS OF FACE BRICK ALONG THE WALL REPOINT BANK OF BRICK BETWEEN WINDOWS REMOVE EXISTING WOOD STRUCTURE NEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW- GRADE PERIMETER DRAINAGE SYSTEM NEW LOW SLOPED ROOFING SYSTEM NEW BRICK INFILL AT EXISTING DOOR OPENING BELOW NEW WINDOW SILL. 4.5 GRADE NEW WINDOW IN EXISTING MANSONRY OPENING,TYP. BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" REMOVE DETERIORATED OUTRIGGER AND REBUILD AREA W/ NEW MASONRY THE CORNER OF THIS BLDG IS IN STRUCTURAL DISTRESS AND MUST BE REBUILT IN TOTAL, INCLUDING THE INSTALLATION OF A REINFORCEDFOUNDATION. REFER TO STRUCTURAL DWGS. REMOVE EXISTING STEEL STAIR ENTRY TO UNIT D-2 GRADE NEW WINDOW IN EXISTING MASONRY OPENING TYP. BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" O1 O2 O3 O4 O5 BLDG D - ROOF 66' - 7 7/8" REBUILD ARCHED BRICK LINTELS & BRICK ABOVE , INCLUDING ALL ASSOCIATED PORTIONS OF EXISTING CORNICE REPOINT ALL BRICK ABOVE 1ST FLOOR WINDOWS REBUILD PORTION OF WALL THE CORNER OF THIS BLDG IS IN STRUCTURAL DISTRESS AND MUST BE REBUILT IN TOTAL, INCLUDING THE INSTALLATION OF A REINFORCED FOUNDATION. REFER TO STRUCTURAL DWGS. REPOINT 5 ROWS OF BRICK THIS WALL REPAIR THIS AREA, INCLUDING SECTION OF STONE FOUNDATION WALL REMOVE EXISTING STEEL STAIR NEW LOW SLOPED ROOFING SYSTEM ENTRY TO UNIT D-1 ENTRY TO UNIT D-3 AND D-4 4.5 NEW WINDOW IN EXISTING MASONRY OPENING TYP. GRADE BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" D-A2.1 BUILDING D ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"D-A2.1 12 BUILDING D - ELEVATION NORTH 1/8" = 1'-0"D-A2.1 15 BUILDING D - ELEVATION EAST 1/8" = 1'-0"D-A2.1 13 BUILDING D - ELEVATION SOUTH 1/8" = 1'-0"D-A2.1 14 BUILDING D - ELEVATION WEST BUILDING 'D' RENOVATION NOTES: 1. REPOINT 50% OF EXISTING BRICK WALL. BUDGET 20% FOR NEW EXTERIOR BRICK WALL RECONSTRUCTION. THERE ARE MANY BRICKS ON THIS BLDG THAT HAVE LOST THEIR GLAZING 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE , INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-052 02/06/20 %/'*' /(9(/ %/'*' /(9(/ 22222%/'*' 522) FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL%/'*) /(9(/ %/'*' /(9(/ $%%/'*' /(9(/ 2$%/'*' 522) )))%/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*'6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$%8,/',1*' /21*,78',1$/6(&7,21 '$%8,/',1*' &52666(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 EXISTING CORBELED EXTERIOR BUILDING BRICK WALLEXISTING ALUMINUM FASCIA.EXISTING ROOF MEMBRANE.EXISTING ROOF DECK.EXISTING CORBELED EXTERIOR BUILDING BRICK WALLEXISTING ALUMINUM FASCIA DRIP EDGE AND GRAVEL STOP.EXISTING ROOF MEMBRANE.EXISTING ROOF DECK.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW P.T. WOOD BLOCKING.NEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" MINIMUM THICKNESS AT PEAK.EXISTING CORBELED EXTERIOR BUILDING BRICK WALLNEW METAL DRIP EDGE.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW P.T. WOOD BLOCKING.NEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" THICKNESS AT PEAK.NEW METAL FLASHING WITH DRIP EDGE AND GRAVEL STOP.EXISTING CORBELED EXTERIOR BUILDING BRICK WALL15' - 9"8"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.8"TOP OF PROPOSED ROOF INSULATION 15'-9" BEYOND.LINE OF EXISTING ROOF RIDGE.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedD-A4.1BUILDING DDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-063No. Description Date3 Permit Set 2/26/193" = 1'-0"D-A4.11ROOF D - EAVE DETAIL - EXISTING3" = 1'-0"D-A4.12ROOF D - RAKE DETAIL - EXISTING3" = 1'-0"D-A4.13ROOF D - EAVE DETAIL - PROPOSED3" = 1'-0"D-A4.14ROOF D - RAKE DETAIL - PROPOSEDBUILDING D EXISTING ROOF EDGEASK075Br1(revised 2/10/2020)1/8" = 1'-0"D-A4.15BUILDING D - ELEVATION NORTH1/8" = 1'-0"D-A4.16BUILDING D - ELEVATION WEST(revised 2/25/2020) 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7'$),1,6+6&+('8/(%/'*''DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 3 ASK-047 3 ASK-047 4 ASK-047 4 ASK-047 13A PULL DOWN STAIR 13A BLDG D - LEVEL 1 42' - 3 3/8" BLDG B - LEVEL 3 69' - 10 7/8" BLDG B - LEVEL 2 60' - 7 7/8" BLDG B - LEVEL 1 50' - 2" BLDG B - AVE GRADE 47' - 6" BLDG D NEW BOARD AND BATTEN SIDING TO MATCH EXISTING BLDG B NEW RAIN LEADER AND SPLASH BLOCK AT GRADE BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" BLDG D BLDG B 3 ASK-047 3 ASK-047 4 ASK-047 4 ASK-047 NEW RAIN LEADER CONDUCTOR BOX SLOPE BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" BLDG D BLDG B 9 BD A1.1 BLDG B - LEVEL 3 69' - 10 7/8" BLDG B - LEVEL 2 60' - 7 7/8" BLDG B - LEVEL 1 50' - 2" BLDG B - AVE GRADE 47' - 6" BLDG B 8 BD A1.1 BD A1.1 7 NEW FLASHING VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. NEW ALUMINUM DRIP EDGE WITH GRAVEL STOP. NEW CEDAR OR POLYMER COMPOSITE 10"X5/4" TRIM. NEW BLOCKING. NEW CEDAR OR POLYMER COMPOSITE 6"X1" TRIM. NEW EPDM ROOF FLASHING. NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NEW CEDAR OR POLYMER COMPOSITE 8"X1" TRIM. VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) WOOD SOFFIT 1 1/2" RIGID INSULATION 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) EXISTING FLOOR FRAMING TO REMAIN NEW 3/4" PLYWOOD SUBFLOOR EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET FLASHING TERMINATION BAR EXISTING EXTERIOR BUILDING BRICK WALL Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated ASK-047 CONNECTOR BD Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 12/30/2019 16-063 1/2" = 1'-0"ASK-047 5 CONNECTOR BD LEVEL2 1/4" = 1'-0"ASK-047 1 CONNECTOR BD NORTH ELEVATION 1/4" = 1'-0"ASK-047 2 CONNECTOR BD SOUTH ELEVATION 1/2" = 1'-0"ASK-047 6 CONNECTOR BD ROOF 1/4" = 1'-0"ASK-047 3 CONNECTOR BD SECTION 1 A B D E C F G H J K L M NORTH SITE KEY PLAN 1/4" = 1'-0"ASK-047 4 CONNECTOR BD SECTION 2 1 1/2" = 1'-0"ASK-047 8 CONNECTOR BD ROOF DET. A 1 1/2" = 1'-0"ASK-047 7 CONNECTOR BD FLOOR DET. 1 1/2" = 1'-0"ASK-047 9 CONNECTOR BD ROOF DET. B 1 3 ASK-048 3 ASK-048 4 ASK-048 4 ASK-048 PULL DOWN STAIR 13A 13A W1 W1 BLDG D - LEVEL 2 53' - 6 7/8" 1 BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" BLDG E BLDG D NEW BOARD AND BATTEN SIDING TO MATCH EXISTING NEW RAIN LEADER AND SPLASH BLOCK AT GRADE BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" BLDG D BLDG E NEW BOARD AND BATTEN SIDING TO MATCH EXISTING NEW MEMBRANE ROOF NEW RAIN LEADER AND SPLASH BLOCK AT GRADE 1 3 ASK-048 3 ASK-048 4 ASK-048 4 ASK-048 BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" BLDG D BLDG E 8 DE A1.1 BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" OA BLDG D - ROOF 66' - 7 7/8" 8 DE A1.1 7 DE A1.1 NEW RAIN LEADERS AND SPLASH BLOCK AT GRADE NEW FLASHING VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) NEW ALUMINUM DRIP EDGE. NEW ALUMINUM RAIN GUTTER AND DOWNSPOUT WITH LEAF STRAINER. NEW CEDAR OR POLYMER COMPOSITE 10"X5/4" TRIM. NEW BLOCKING. NEW CEDAR OR POLYMER COMPOSITE 6"X1" TRIM. EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET NEW CEDAR OR POLYMER COMPOSITE 8"X1" TRIM. VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) WOOD SOFFIT 1 1/2" RIGID INSULATION 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) EXISTING FLOOR FRAMING TO REMAIN NEW 3/4" PLYWOOD SUBFLOOR EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET FLASHING TERMINATION BAR EXISTING EXTERIOR BUILDING BRICK WALL Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated ASK-048 CONNECTOR DE Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 12/30/2019 16-063 1/2" = 1'-0"ASK-048 6 CONNECTOR DE LEVEL2 1/4" = 1'-0"ASK-048 1 CONNECTOR DE NORTH ELEVATION 1/4" = 1'-0"ASK-048 2 CONNECTOR DE SOUTH ELEVATION 1/2" = 1'-0"ASK-048 5 CONNECTOR DE ROOF 1/4" = 1'-0"ASK-048 3 CONNECTOR DE SECTION 1 A B D E C F G H J K L M NORTH SITE KEY PLAN 1/4" = 1'-0"ASK-048 4 CONNECTOR DE SECTION 2 1 1/2" = 1'-0"ASK-048 8 CONNECTOR DE ROOF DET. A 1 1/2" = 1'-0"ASK-048 7 CONNECTOR DE FLOOR DETAIL 1 1/2" = 1'-0"ASK-048 9 CONNECTOR DE ROOF DET. B REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE ALL WINDOWS ON THIS LEVEL. DEMO BRICK WALL BELOW WINDOW OPENING TO FLOOR LEVEL FOR NEW DOOR REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY SHORE STRUCTURE. DEMOLISH FLOOR AND FRAMING TO ACCOMMODATE NEW STAIR WELL. REMOVE ALL WINDOWS ON THIS LEVEL. DEMO BRICK WALL BELOW WINDOW OPENING TO FLOOR LEVEL FOR NEW DOOR REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS. GENERAL DEMOLITION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND DEMOLISHED ELEMENT Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated E-D1.1 BUILDING E DEMO PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"E-D1.1 1 BUILDING E - LEVEL 1 DEMOLITION PLAN 1/8" = 1'-0"E-D1.1 2 BUILDING E - LEVEL 2 DEMOLITION PLAN E-D1.1 3 BUILDING E - DEMOLITION AXONOMETRIC A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-053 02/06/20 3 E-A3.1 3 E-A3.1 1 E-A3.1 1 E-A3.1 42' - 11" W1 W1 W5 W1 ENTRY VESTIBULE OFFICE JANITOR CLOSET MECHANICAL ROOM COMMUNITY ROOM FITNESS ROOM W1 W5 W5 W5 23' - 11" 6" 4' - 1"6"4' - 5" 6" 6' - 11"4"6' - 11"4"14' - 3"3"3"27' - 8"3"3"6' - 1"4"3' - 8"6"11' - 6"5' - 7"3"3"23' - 11"6"4' - 1"6"4' - 4"6"14' - 3" 4" 6' - 0"4" 7' - 11" 3"3" 9' - 10" 4" 5' - 7"4"3' - 1" 4" 8' - 1"3"E-A2.1 18 E-A2.119 B-5A B-5A B-5AB-5A 2 E-A3.1 2 E-A3.1 REST RM. W8B W8B W8B W8B W8B W8B W8B D-10 D-51A W1 W1 D-49 D-51B W1 VESTIBULE W8B W53"OFFICE D-9 PACKAGES REST RM. D-20 D-10 D-2 D-2 D-2 W1 D-4BD-4B TOILET TYPE-18TOILET TYPE-18 3 E-A3.1 3 E-A3.1 1 E-A3.1 1 E-A3.1 UNIT E-2 (1 BEDROOM) UNIT E-3 (2 BEDROOM) W5 W1 W5 W5 W5 W5 W5 W5 W5 W5 W1 W5 W5 W5 W5 W5 13' - 11" 4" 9' - 7" 6" 4' - 3" 6" 5' - 5" 4"2' - 9" 7' - 1"4"15' - 3" 4" 2' - 2" 3" 3"8' - 1"4"2' - 1"4"3' - 2" 3"13' - 11" 4" 2' - 5" 4" 6' - 10"6"4' - 3"6"6' - 6"4"4' - 3"4"2' - 2"20' - 1"3"3"10' - 3"4"2' - 1"4"2' - 1"4"1' - 1"5' - 1"4"5' - 8"3"3"4' - 11"22' - 8"3"13' - 9"4"2' - 1"4"11' - 2"3"4"3' - 7" 4" 2' - 1"4"3' - 7"3"1' - 3"5' - 7"4"2' - 1"4"4' - 2"4"13' - 7"3"3"6' - 4"4"2' - 5"4"11"4"17' - 0"3"3"13' - 11"4"9' - 7"6"4' - 3"6"11' - 1"4"7' - 7"4"14' - 4"3"3"6' - 3"4"1' - 8"4"1' - 0"4"17' - 8"3"E-A2.1 18 E-A2.119 2 E-A3.1 2 E-A3.1 KITCHEN TYPE-2D KITCHEN TYPE-22 TOILET TYPE-19 TOILET TYPE-20 W8B W8B W8B W8B W8BW8B D-3 D-5 D-4 D-2 D-2 D-1 D-1 D-2A D-5AD-3 D-4 D-2 D-2 D-4 B-5AB-5A B-5A B-5A B-5AB-5AB-5AB-5A E-1AB B-7A6' - 5"NEW FLOOR INFILL W8B W1W1 W5 W5 W5 W5 W5W5W8B W5 W5 W7A W7 W5 W5W5COAT CLOSET LINEN CLOS. W7A CLOSET BEDROOM BEDROOM 1 DN STAIR E1 BEDROOM 2 CLOSET COAT CLOSET CLOSET LINEN CLOS.MECH MECH Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" E-A1.1 BUILDING E PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP 1/4" = 1'-0"E-A1.1 1 BUILDING E - LEVEL ONE, ENLARGED PLAN 1/4" = 1'-0"E-A1.1 2 BUILDING E - LEVEL TWO, ENLARGED PLAN 02/06/20 ASK-054/ASK 19 R1 ASK -19 R1 1AB23E-A3.13E-A3.11E-A3.11E-A3.1E-A2.1E-A2.11817E-A2.1192E-A3.12E-A3.1NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ASK-04823ASK-0483ASK-0484ASK-0484ASK-048E-A4.150" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION3' - 7"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 7"1' - 7"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"3' - 7"3' - 7" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10"1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 3' - 7"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"E-A1.2BUILDING EPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"E-A1.21BLDG E -ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPNo. Description Date3 Permit Set 2/26/1924 ASK-055 02/06/2025 ASK-055R1 03/09/2026 ASK-055R2 03/20/20ASK055r2(03/09/2020)(REVISED 03/20/20) (%$$$$$$$$$%%%%%%%%%(;,7(;,76'6'6'6'6'6'6' (4 (4(4 (4 (4 (4(4 (4(4 (4(4 (4(4 (4(4 (4(4$ (4% (4% (4$(4(4(4(4(4(4(4 (4(4 (4 (4$$$%%%%% %% % % %((&&&&&&&6'6'6'6'6'(4 (4(4 (4(4 (4(4 (4(4 (4 (4 (4 (4 (4 (4 (4(4 (4(4 (4(4 (4(4 (4(4 (4(4 (4(4 (4(4 (4 %&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17)5()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,216FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG($%8,/',1*(5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ($%/'*( /(9(/21(5&3 ($%/'*( /(9(/7:25&3NOTE: CEILINGS IN BLDG 'E', 1ST FLOOR, SHALL BE @ 9'A.F.F. $%'(&)*+-./01257+6,7(.(<3/$1%$7+5220%$7+5220%$7+5220&/ &/ 1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 BLDG E - LEVEL 1 42' - 10 7/8" BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" MAIN ENTRY TO LEASING OFFICE GRADE NEW WINDOW IN EXISTING MASONRY OPENING TYP. BLDG E - LEVEL 1 42' - 10 7/8" BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" NEW LOW SLOPED ROOFING SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM CLEAN AND REPOINT 100% OF THE MASONRY BELOW THE WINDOW SILLS, BUDGET 5% FOR NEW BRICK PART OF BUILDING D ACCESSIBLE ENTRY TO COMMUNITY ROOM GRADE NEW WINDOW IN EXISTING OPENING,TYP. NEW ROOF,SIDING & TRIM BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" 2 BLDG E - LEVEL 2 53' - 6 7/8" PART OF BUILDING D TYPICAL RESTORE ALL EXISTING STRUCTURAL TIE-BACKS EXPOSED TO VIEW (ROOF AND FLOORS ), SCRAPE TO BARE METAL, APPLY GALVANIZING PRIMER, APPLY 2 COATS OF OIL BASED ENAMEL RESTORE MASONRY OPENINGS BACK TO THEIR ORIGINAL SIZE TYPICAL REMOVE PAINT REMOVE CROSS-OVER UTILITY PIPE BETWEEN BLDG 'D' & 'E'REMOVE DOGHOUSE REBUILD PORTION OF EXTERIOR FACE BRICK BETWEEN WINDOWS STAIR TO UNITS E2 AND E3 GRADE NEW WINDOW IN EXISTING MASONRY OPENING TYP. BLDG E - LEVEL 1 42' - 10 7/8" A BLDG E - ROOF 65' - 4 7/8" B BLDG E - LEVEL 2 53' - 6 7/8" ENTRY TO COMMUNITY ROOM GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" E-A2.1 BUILDING E ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"E-A2.1 19 BUILDING E - ELEVATION EAST 1/8" = 1'-0"E-A2.1 16 BUILDING E - ELEVATION NORTH 1/8" = 1'-0"E-A2.1 17 BUILDING E - ELEVATION SOUTH 1/8" = 1'-0"E-A2.1 18 BUILDING E - ELEVATION WEST BUILDING 'E' RENOVATION NOTES: 1. REPOINT MASONRY & STONE PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING) 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-056 BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" 2 BLDG E - LEVEL 2 53' - 6 7/8" 1 E-A3.1 1 E-A3.1 11' - 10"FIRE RATED DEMISING WALL FIRE RATED DEMISING WALL 2 E-A3.1 2 E-A3.1 BLDG F - LEVEL 3 52' - 6 1/2" 4 ASK-048 4 ASK-048 BLDG E - LEVEL 1 42' - 10 7/8" BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8"11' - 10"10' - 8"FIRE RATED DEMISING WALL BLDG E - LEVEL 1 42' - 10 7/8" BLDG E - ROOF 65' - 4 7/8" 3 E-A3.1 3 E-A3.1 BLDG E - LEVEL 2 53' - 6 7/8"11' - 10"10' - 8"Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" E-A3.1 BUILDING E SECTIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020, Rev. 1/29/20 16-063 1/4" = 1'-0"E-A3.1 3 BUILDING E -LOGITUDINAL SECTION 1/4" = 1'-0"E-A3.1 1 BUILDING E - CROSS SECTION 1 1/4" = 1'-0"E-A3.1 2 BUILDING E - CROSS SECTION 2 A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-057 R1 EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" FASCIA. PROVIDE BOARD WIDTH TO MATCH EXISTING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPERED TO 8" THICKNESS MINIMUM AT PEAKEXISTING ROOF RAFTER OUTRIGGER. SCRAP, SAND AND REPAINT.9"EXISTING ROOF DECK TO REMAIN. 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SCRAP, SAND AND REPAINT.10"TOP OF PROPOSED ROOF INSULATION 16'-2" BEYOND.LINE OF EXISTING ROOF RIDGE.8"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.16' - 2"8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedE-A4.1BUILDING EDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-0633" = 1'-0"E-A4.12ROOF E - EAVE DETAIL - PROPOSED3" = 1'-0"E-A4.11ROOF E - RAKE DETAIL - EXISTINGNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/193" = 1'-0"E-A4.13ROOF E - EAVE DETAIL - EXISTING3" = 1'-0"E-A4.14ROOF E - RAKE DETAIL - PROPOSEDASK075Cr1BUILDING E EXISTING ROOF EDGE(revised 2/10/2020)(revised 2/24/2020)1/8" = 1'-0"E-A4.15BUILDING E - ELEVATION EAST1/8" = 1'-0"E-A4.16BUILDING E - ELEVATION NORTH 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7($),1,6+6&+('8/(%/'*('DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE EXTERIOR DOOR. EXISTING EXTERIOR WINDOW TO BE REFURBISHED. REMOVE EXTERIOR DOOR. REMOVE EXISTING EXTERIOR DOORS. SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURE.DateDrawn byScaleREF:1/8" = 1'-0"12/20/2019 2:51:07 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK2412/09/2019BLDG F -LEVEL 1 DEMO PLANTGF-D1.11/8" = 1'-0"ASK24 1 BUILDING F - LEVEL 1 DEMOLITION PLAN 1F-A3.11F-A3.1F-A2.222F-A2.114F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.227' - 11"A-8AAA-8AAA-8AAD-5420' - 2"27' - 11 1/2"27' - 11"30' - 5"EXISTING FLOOR TO REMAINSEE MEP DRAWINGS FOR LOCATION OF EQUIPMENTNEW RAISED FLOORD-53A-8AAScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.1BUILDING F PLAN-LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"F-A1.12BUILDING F - LEVEL ONE, ENLARGED PLANNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1978 ASK-105 04/16/20(04/16/20)ASK-105 1F-A3.11F-A3.1F-A2.12F-A2.222F-A2.114F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2A-7AA-7AA-7AOPEN TO BELOWA-7AScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.2BUILDING F PLAN-LEVEL 2DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"F-A1.21BUILDING F - LEVEL TWO, ENLARGED PLANNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/1910 Addendum 08 11/05/1979 ASK-106 04/16/20ASK-106(04/16/20) 1F-A3.11F-A3.1F-A2.12F-A2.222F-A2.114F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2NEW ROOF (SEE SHEET F-A1.4)D-1LD-1LD-1LD-1D-1D-1A-8AD-2D-2D-2D-2LOPEN TO BELOWNEW ROOF MEMBRANE AT MECHANICAL AREASLOPED SLABW9BEWD-2LD-66ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.3BUILDING F PLAN-LEVEL 3DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"F-A1.31BLDG F - LEVEL 3No. Description Date3 Permit Set 2/26/198 Addendum 06 7/15/1910 Addendum 08 11/05/1965 ASK-099 03/20/2066 ASK-099R1 04/13/20ASK-099R1(03/20/20)(revised 04/13/20) F-A2.120F-A2.222F-A2.121F-A2.223OPEN TO BELOW (SEE SHEET FA1.3)SLOPESLOPESLOPENEW MEMBRANE ROOF SYSTEM OVER EXISTING ROOF DECKNEW MEMBRANE ROOF SYSTEM OVER EXISTING ROOF DECKNEW PARAPET COPING AT EXISTING PARAPET WALLNEW ALUMINIUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW -GRADE PERIMETER DRAINAGE SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.4BUILDING FROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"F-A1.41BLDG F - ROOF PLANASK-025R212/09/19(REV 03/09/20)(REV 03/20/20)No. Description Date3 Permit Set 2/26/1918 ASK-025 12/20/1919 ASK-025R1 03/09/2020 ASK-025R2 03/20/20 BLDG F - LEVEL 127' - 10 7/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMNEW PREFIN ALUM COUNTER FLASHING.EXISTING MASONRY PARAPET WALL BEYOND.NEW LOW SLOPED ROOFING SYSTEMNEW WINDOWS TO MATCH EXISTING IN EXISTING FRAMED OPENINGS.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG F - LEVEL 352' - 6 1/2"GRADENEW WINDOW TO MATCH EXISTING IN EXISTING MASONRY OPENING, TYPICAL.NEW WINDOWS TO MATCH EXISTING AT COOLING TOWER ENCLOSURE.NEW PAINTED WOOD ACCESS DOOR AT COOLING TOWER ENCLOSURE IN EXISTING FRAMED OPENING.NEW ROOF SCUPPER OPENINGS AT COOLING TOWER ENCLOSURE.NEW MECHANICAL COOLING TOWER BEYOND.BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.1REPLACE EXISTING COPING W/ NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING EXISTING PAINT TO REMAIN3F-A3.13F-A3.11F-A3.21F-A3.2100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG F - LEVEL 352' - 6 1/2"GRADENEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A2.1BUILDING FELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"F-A2.12BUILDING F - NORTH ELEVATION1/4" = 1'-0"F-A2.11BUILDING F - SOUTH ELEVATIONBUILDING 'F' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 20% NEW BRICK 50% REPOINT)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANASK-068R102/06/20(REVISED 04/13/20)No. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/1934 ASK-068 02/06/2035 ASK-068R1 04/13/20 BLDG F - LEVEL 127' - 10 7/8"BLDG F LOW ROOF50' - 9 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"REPLACE EXISTING COPING W/ NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING REPLACE BRICK THIS AREA2F-A3.12F-A3.12F-A3.22F-A3.2INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG F - LEVEL 352' - 6 1/2"GRADEBLDG F PLATFORM LEVEL30'-5"30'-0"626262BLDG F - LEVEL 127' - 10 7/8"BLDG F LOW ROOF50' - 9 7/8"BLDG F LEVEL 241' - 2 7/8"INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT REMOVE EXISTING CMU BLDG ADJACENT TO BLDG 'F'COORDINATE RETAINING WALL W/ STRUC DWGS2F-A3.12F-A3.12F-A3.22F-A3.2REPLACE EXISTING COPING W/ NEWARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"REPLACE DAMAGED BRICK THESE AREAS.BLDG F - LEVEL 352' - 6 1/2"GRADEBLDG F PLATFORM LEVEL30'-5"8' - 8"8' - 8"3' - 9"7' - 0"NEW WINDOW IN EXISTING BLOCKED UP OPENING.626263ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A2.2BUILDING FELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"F-A2.222BUILDING F - WEST ELEVATION1/4" = 1'-0"F-A2.223BUILDING F - EAST ELEVATIONABDECFGHJKLMNORTHSITE KEY PLANBUILDING 'F' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 20% NEW BRICK 50% REPOINT)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ASK-091R103/11/20(REVISED 04/16/20)No. Description Date3 Permit Set 2/26/1962 ASK-091 03/11/2063 ASK-091R1 04/16/20 BLDG F - LEVEL 127' - 10 7/8"3F-A3.13F-A3.11F-A3.21F-A3.2W9B13BLDG F - LEVEL 352' - 6 1/2"13BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.13F-A3.13F-A3.11F-A3.21F-A3.2NEW PREFIN ALUM ENTRYSYSTEM W/TRANSOM & SIDELIGHT W/TEMP & INSULATED GLASSNEW SINGLE PLY ROOF MEMBRANE ASSEMBLY ON 4.5" RIGID INSUL OVER EXISTING WOOD DECKEXISTING STEEL BEAMS TO REMAIN.BLDG F - LEVEL 127' - 10 7/8"1F-A3.11F-A3.12F-A3.12F-A3.12F-A3.22F-A3.2NEW COOLING TOWER. SEE MECHANICAL DRAWINGS.EXISTING WOOD-FRAMED CLAPBOARD WALL TO REMAIN.NEW CONCRETE SLABEXISTING STEEL STRUCTURE TO REMAIN.NEW GUTTERNEW EXTERIOR WINDOW IN EXISTING OPENING.NEW SLOPED EXTERIOR CONCRETE ROOF DECK.SEE STRUCTURAL DRAWINGS.NEW PAINTED GALVANIZED STEEL TUBE COLUMN (CLOSED TOP). SEE STRUCTURAL DRAWINGS.NEW CLAY PARAPET ROOF TILES, MUDSET, OVER S.S. THROUGH-WALL FLASHINGBLDG F - LEVEL 352' - 6 1/2"NEW STEEL WIND GIRT SEE STRUCTURAL DRAWINGS.1313NEW SCUPPER OPENINGS IN EXISTING WOOD WALL.NEW METAL FLASHING CAP AT TOP OF EXISTING WALL.ASK-1031ASK-1032ASK-1033ASK-1034NEW WINDOW IN EXISTING OPENING.2"6"12' - 10"6' - 0"BLDG F - LEVEL 127' - 10 7/8"1F-A3.11F-A3.12F-A3.12F-A3.12F-A3.22F-A3.2NEW STL. WIND GIRTNEW SLOPED CONCRETE SLABWITH ROOFING MEMBRANE. SEE STRUCTURAL DRAWINGS.EXISTING STRUCTURE BEAM TO REMAIN.NEW MEMBRANE ROOF SYSTEM OVER EXISTING WOOD DECKING.BLDG F - LEVEL 352' - 6 1/2"13ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A3.1BUILDING FSECTIONDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKNORTHSITE KEY PLAN1/4" = 1'-0"F-A3.11BUILDING F - CROSS SECTION 11/4" = 1'-0"F-A3.12BUILDING F - CROSS SECTION 21/4" = 1'-0"F-A3.13BUILDING F - CROSS SECTION 51/4" = 1'-0"F-A3.14BUILDING F - CROSS SECTION 4No. Description Date3 Permit Set 2/26/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1967 ASK-100 03/27/20ASK-100(04/13/20) BLDG F - LEVEL 127' - 10 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"2F-A3.12F-A3.12F-A3.22F-A3.211' - 3 5/8"13' - 4"NEW CLAY PARAPET ROOF TILES, MUDSET, OVER S.S. THROUGH-WALL FLASHINGEXISTING EXTERIOR MASONRY WALLNEW EXTERIOR FIXED WINDOWPAINTED METAL PIPE RAILINGNEW CONCRETE SLABNEW SINGLE PLY ROOF MEMBRANE ASSEMBLY ON 4.5" RIGID INSUL OVER EXISTING WOOD DECKNEW FASCIA AND ALUM BOX GUTTERNEW EXTERIOR WALL TO REPLACE EXISTING:-PTD VERTICAL WOOD SIDING(MATCH EXISTING)-1/2" EXT PLYWD SHEATHING-4" CFMF @ 16" O.C.-OPEN CELL SPRAY INSUL-10 MIL POLY VAPOR BARRIER-TAPED & PTD 5/8" GWBEXISTING ROOF FRAMING TO REMAINNEW EXTERIOR WINDOWNEW SINGLE PLY ROOF MEMBRANE SYSTEM OVER EXISTING WOOD DECKBLDG F - LEVEL 352' - 6 1/2"10BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.1BLDG F LEVEL 241' - 2 7/8"3F-A3.13F-A3.11F-A3.21F-A3.2NEW MEMBRANE ROOF SYSTEM OVER EXISTING WOOD ROOF DECKING10ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A3.2BUILDING FSECTIONDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLAN1/4" = 1'-0"F-A3.21BUILDING F - CROSS SECTION 61/4" = 1'-0"F-A3.22BUILDING F - CROSS SECTION 3No. Description Date3 Permit Set 2/26/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910Addendum 08A11/19/19 EXISTING BRICK MASONRY EXTERIOR WALL.EXISTING EXPOSED PAINTED WOOD RAFTER TAIL.EXISTING PAINTED WOOD FASCIA.EXISTING ALUMINUM FASCIA.EXISTING LOW-SLOPE ROOF SYSTEMEXISTING WOOD ROOF DECK.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING ROOF MEMBRANE.EXISTING ROOF EDGE FLASHING.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING EXOPOSED PAINTED ROOF DECKING.9"EXISTING WOOD FRAMED EXTERIOR WALL.EXISTING EXPOSED PAINTED WOOD RAFTER TAIL.EXISTING PAINTED WOOD FASCIA.EXISTING ALUMINUM FASCIA.EXISTING LOW-SLOPE ROOF SYSTEMEXISTING WOOD ROOF DECK.9"EXISTING BRICK MASONRY EXTERIOR WALL.EXISTING EXPOSED PAINTED WOOD RAFTER TAIL.EXISTING LOW-SLOPE ROOF SYSTEMEXISTING WOOD ROOF DECK.NEW CLAY PARAPET ROOF TILES, MUDSET, OVER S.S. FLASHINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW3" = 1'-0"F-A4.2BUILDING FDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-063No. Description Date3 Permit Set 2/26/19(revised 2/26/2020)ASK075J3" = 1'-0"F-A4.21ROOF F - EAVE DETAIL - EXISTING - LOWER ROOF - to remain3" = 1'-0"F-A4.22ROOF F - RAKE DETAIL - EXISTING - LOWER ROOF - to remainBUILDING F EXISTING ROOF EDGE3" = 1'-0"F-A4.23ROOF F - EAVE DETAIL - EXISTING - UPPER ROOF - to remain3" = 1'-0"F-A4.24ROOF F - PARAPET DETAIL - to remain EXISTING WOOD FRAMED WALL TO REMAIN.NEW PAINTED GALVANIZED COLUMN BEYOND.EXISTING MASONY WALL BEYOND TO REMAIN.NEW 5/4 WOOD TRIM SURROUND AT SCUPPER. BOTH SIDES.NEW SCUPPER LINED WITH SELF-ADHERING FLEXIBLE FLASHING. 6 SCUPPERS AT 4'-0" O.C. 1'-4" WIDE X 8" HIGH.NEW ROOF MEMBRANE FROM COOLING TOWER ENCLOSURE EXTENDED THROUGH SCUPPER AND ADHERED TO ROOF BEYOND.NEW ROOF MEMBRANE ADHERED TO EXISTING ROOF DECKING.NEW ROOF MEMBRANE OVER CONCRETE SLAB ON METAL DECK. SEE STRUCTURAL DRAWINGSEXISTING STEEL ROOF FRAMING TO REMAIN.NEW ALUMINUM DRIP. BOTH SIDES.NEW VAPOR BARRIER. BOTH SIDES.NEW WOOD CLAPBOARD SIDING TO MATCH EXISTING REMOVED WHERE REQUIRED.NEW 1/2" PLYWOOD SHEATHING.EXISTING WALL SHEATHING. EXAMINE FOR DAMAGED MATERIAL AND REPLACE AS REQUIRED.NEW CLAPBOARD SIDING.NEW VAPOR BARRIER. BOTH SIDES.NEW PAINTED WOOD CLAPBOARD SIDING TO MATCH EXISTING REMOVED WHERE REQUIRED..EXISTING WALL SHEATHING. EXAMINE FOR DAMAGED MATERIAL AND REPLACE AS REQUIRED.NEW PAINTED FAUX RAFTER ENDS TO MATCH ADJACENT RAFTER ENDS.NEW 5/4 PAINTED WOOD TRIM.NEW PAINTED FACIA TRIM TO MATCH ADJACENT FACIA TRIM..NEW ALUMINUM WALL CAP WITH DRIP EDGE TO MATCH ADJACENT FACIA DRIP EDGE.NEW CONTINUOUS SELF-ADHERING FLEXIBLE FLASHING OVER TOP OF WALL.NEW ROOF DECK TO MATCH ADJACENT EXISTING DECKING.NEW CONTINUOUS DOUBLE TOP PLATE ALIGNED WITH TOP OF ADJACENT WALL..NEW FLASHING OVER TOP OF STRUCTURAL BATTENS AT WIND GIRT ATTACHMENTS.NEW WIND GIRT. SEE STRUCTURAL DRAWINGS.NEW PAINTED WOOD CLAPBOARD SIDING..NEW VAPOR BARRIER.NEW 1/2" PLYWOOD SHEATHING.NEW PAINTED 5/4 WOOD WINDOW TRIM SURROUND. BOTH SIDES.NEW WINDOW IN EXISTING OPENING. SEE ELEVATIONS AND WINDOW SCHEDULE.NEW VAPOR BARRIER. BOTH SIDES.NEW PAINTED WOOD CLAPBOARD SIDING TO MATCH EXISTING REMOVED WHERE REQUIRED.EXISTING WALL SHEATHING. EXAMINE FOR DAMAGED MATERIAL AND REPLACE AS REQUIRED.EXISTING WOOD FRAMED WALL TO REMAIN.NEW PAINTED GALVANIZED COLUMN BEYOND.EXISTING MASONY WALL BEYOND TO REMAIN.NEW WOOD WINDOW TRIM AND JAMB EXTENSIONS. SEAL CONTINUOUSLY AND PAINT WITH EXTERIOR TRIM PAINT.NEW 1/2" PLYWOOD SHEATHING.NEW PAINTED WOOD CLAPBOARD SIDING.NEW 5/4 WOOD TRIM SURROUND AT SCUPPER. BOTH SIDES.NEW WINDOW IN EXISTING OPENING. SEE ELEVATIONS AND WINDOW SCHEDULE.NEW ALUMINUM DRIP. BOTH SIDES.NEW VAPOR BARRIER. BOTH SIDES.NEW WOOD CLAPBOARD SIDING TO MATCH EXISTING REMOVED WHERE REQUIRED.EXISTING WALL SHEATHING. EXAMINE FOR DAMAGED MATERIAL AND REPLACE AS REQUIRED.EXISTING WOOD FRAMED WALL TO REMAIN.NEW PAINTED GALVANIZED COLUMN BEYOND.EXISTING MASONY WALL BEYOND TO REMAIN.NEW WOOD WINDOW TRIM AND JAMB EXTENSIONS. SEAL CONTINUOUSLY AND PAINT WITH EXTERIOR TRIM PAINT.NEW 1/2" PLYWOOD SHEATHING.NEW CLAPBOARD SIDING.PAINT COOLING TOWER ENCLOSURE SIDE OF WINDOW FRAME, SASHES AND MUNTINS WITH EXTERIOR TRIM PAINT. ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1 1/2" = 1'-0"ASK-103BUILDING FLEVEL 3 DETAILSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063No. Description Date71 ASK-103 04/08/201 1/2" = 1'-0"ASK-1031EXTERIOR DETAIL1 1/2" = 1'-0"ASK-1032EXTERIOR DETAIL1 1/2" = 1'-0"ASK-1033EXTERIOR DETAIL1 1/2" = 1'-0"ASK-1034EXTERIOR DETAIL 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25:,1'2:6$77+,6/(9(/6((6,7('(02/,7,213/$1)25(;7(5,256758&785(65(029(/2)76758&785(5(029($//(;7(5,25:,1'2:6$77+,6/(9(/5(029($//(;7(5,25:,1'2:6$7%8,/',1**5(029((17,5(/2)76758&785($7%8,/',1**6((6,7('(02/,7,213/$1)25(;7(5,256758&785(6 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG*'%8,/',1**'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU *'%8,/',1** /(9(/'(02/,7,213/$1*'%8,/',1**'(02/,7,21&87$:$<$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 *$*$%8,/',1**%8,/',1*+6((6+((7+-.$%8,/',1*.6((6+((7+-.$ 81,7*%('52206) *$*$*$.$+-$+-$+-$+-$*$*$*$*$*$81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)/$81'5<5220%2,/(5$1'635,1./(552205(9,6('81,7+%('52206) +-$+-$ *$ *$*$ 6((6+((7*$6((6+((7*$6((6+((7*$6((6+((7*$.$.$ *.3%8,/',1** /(9(/21(6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 *.3%8,/',1**.(<3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU3%6.$%'(&)*+-./01257+6,7(.(<3/$10$5. 'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.831R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 10G-A3.410G-A3.4UNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)G-A2.1311G-A3.411G-A3.43G-A3.13G-A3.11G-A3.11G-A3.1E-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATW232G-A3.12G-A3.1UNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)D-55D-2D-2D-2D-2D-4CD-3D-4BD-4AD-4AD-9AD-3D-4CD-2D-1D-3D-3D-1D-1D-4BD-2D-4BD-2D-3D-1D-2D-1D-2D-26' - 10"4"2' - 1"4"3' - 5"4"5' - 1"6"6"10' - 1"4"6' - 4"4"2' - 1"4"9' - 10"6"9' - 11"4"2' - 1"4"6' - 0"4"10' - 1"6"10' - 2"4"9' - 10"4"2' - 1"4"5' - 9"4"10' - 8"10' - 1"4"6' - 0"4"2' - 1"4"9' - 10"7"6' - 9"6"3' - 1"4"9' - 2"4"9' - 2"15' - 10"4"2' - 2"4"2' - 4"4"7' - 6"6"7' - 5"4"2' - 4"0"4"2' - 2"4"16' - 1"6"6' - 9"6"2' - 0"6"10' - 1"4"9' - 1"7' - 9" 2' - 0" 4" 9' - 0"4"2' - 5"4"5' - 6"4"14' - 7" 4' - 0" 4" 4' - 1" 4" 9" 4" 1' - 4" 4" 6' - 2"6"3' - 11"5' - 11"2' - 6"6' - 7"5' - 5" 9' - 0"4"4' - 5"4" 3' - 7"6"6' - 3"3' - 7"4" 2' - 3" 4" 2' - 5" 4" 4' - 3" 4" 4' - 2" 9' - 8"4"1' - 5" 4" 5' - 1" 1' - 1" 6"5' - 9"6" 3' - 7"4" 4' - 5"4"9' - 0" 4' - 0"4"4' - 3"4"2' - 5"4"2' - 3"4"3' - 7"6"5' - 9"6"1' - 1"5' - 1"4"1' - 5"4"8"4"4' - 1"4"4' - 0"W5W5W5W1W1W1W1W1W5W5AW5AW5W1W1W5W5W5W5W1W5AW5AW5AW5AW1W1W5AW5AW5AW5W5W5W5W5W1W1W1W1W5AW5AW5AW5W5W5W5W5W1W5W5W5W5W5W5AW5AW5AW5AW1W5AW5AW5W1W1W1W1W1W1W7AW7AW7AW7AW7AW7AW7AW7AW7AW5W5AW5AW5AD-2D-2D-4CD-2KITCHEN(TYPE -23)KITCHEN(TYPE -24)D-5D-5D-5AD-5TOILET(TYPE -26)TOILET(TYPE -24)KITCHEN(TYPE -23)TOILET(TYPE -24)TOILET(TYPE -25)KITCHEN(TYPE -24)TOILET(TYPE -25)STORAGE CLOSETH-2AE-1ACTW1CLOSETCLOSETCLOSETCORRIDORBEDROOM 1BEDROOM 1COATCLOSETLINENCLOSETBEDROOMLIN.CLOS.CLOSETCOATCLOS.COATCLOS.LIN.CLOS.BEDROOMCLOSETCOATCLOSETCOATCLOS.LINENCLOS.CLOSETLINENCLOS.CLOSET7' - 11 1/4"1' - 11 5/8"W5A30' - 5"30' - 5"10MECH10MECH10MECHW5W5W5W510MECH6"7' - 8"4"2' - 1"4"2' - 2"4"14' - 0"2' - 2"6"2' - 2"14' - 3"4"2' - 2"4"2' - 2"4"7' - 7"6"7' - 9"4"10' - 11"104" 1' - 5" 4"10101010101010F35ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A1.1BUILDING GLEVEL 1 PART ADakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"G-A1.11BUILDING G - LEVEL ONE, ENLARGED PLAN (PART A)MATCH LINE -SEE SHEET G-A1.2NEW 1 1/2" BRICK INFILLAT EXISTING HIGH WINDOW OPENING NEW WINDOW IN EXISTING REVISEDOPENING WITH NEW GRANITE WINDOWSILL AND BRICK INFILL BELOWNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/19MATCH LINE -SEE SHEET G-A1.2 BUILDING H(SEE SHEET HJK-A1.1)30' - 5"30' - 5"UNIT G-1(2 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(1 BEDROOM)W1W1W1W13G-A3.13G-A3.11G-A3.11G-A3.1HJ-A6.124E-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-3ATRANSOM WINDOW BOVEW22G-A3.12G-A3.1UNIT G-2(1 BEDROOM)UNIT G-3(1 BEDROOM)30' - 5"30' - 5"30' - 5"D-3D-2D-4CD-2D-3D-4CD-2D-1D-1D-4AD-2D-2D-1D-5AD-1D-3D-4CD-2D-2D-2B4' - 0"4"4' - 1"4"2' - 5"4" 2' - 3"4" 3' - 7"6"5' - 9"6"7' - 7"4" 9' - 10" 10' - 1"8' - 1 1/4"6' - 3"3' - 11 1/4"2' - 7 1/8"2' - 5"4"4' - 5 3/4"4' - 0" 4' - 0" 4" 4' - 1" 4" 2' - 5" 4" 2' - 3"4"3' - 7" 6" 5' - 9"6" 1' - 10" 4' - 4"4"5' - 0"4"5' - 9"11' - 11"4"2' - 2"4"15' - 11"6"16' - 2"4"2' - 2"4"10' - 2"6"1' - 9"2' - 9"4' - 11"4"2' - 1"4"2' - 2"4"3' - 3"4"2' - 1"4"9' - 11"6"9' - 10"4"2' - 1"4"3' - 7"4"2' - 2"4"2' - 1"4"7' - 8"10' - 3 1/8"2' - 4 3/4"6' - 3 3/4"10' - 7 1/4"10' - 1 5/8"2' - 4 3/4"16' - 5"2' - 6"10' - 7"12' - 6"D-24' - 5 3/4"12' - 1 1/8"1' - 0 3/8"8' - 1 3/8"2' - 6 1/4"2' - 6 1/4"12' - 0 3/4"11' - 0 1/8"4' - 6 7/8"3' - 11 3/8"6' - 5 1/2"6' - 2 7/8"W1W5W5W1W5W5W5AW5AW5AW1W1W5AW5AW5W5W5W5W5W1W5AW5W1W1W1W5AW5AW5AW5AW5W5W5W5W1W5W5W5W5W5W5AW5AW5W5AW5W5W5W5W1W1W1W5AW1W1W1BOILER ROOMSPRINKLER ROOMW1W7AW7AW7AW7AW7AW7AW7AW7AW7AW5AD-3D-9D-9D-4D-4D-4AKITCHEN(TYPE -25)TOILET(TYPE -24)KITCHEN(TYPE -23)TOILET(TYPE -24)TOILET(TYPE -27)TOILET(TYPE -25)KITCHEN(TYPE -24)KITCHEN(TYPE -23)D-5D-5D-5NEW WINDOW IN REVISED WINDOW OPENINGE-1AAE-1AABEDROOMCLOSETCOATCLOS.LIN.CLOS.2' - 2"2' - 2"COATCLOSETLIN.CLOS.CLOSETBEDROOMBEDROOMBEDROOMBEDROOMCLOSETCLOSETWALK-INCLOSETY1WALK-INCLOSETCLOSETCOATCLOSETLINENCLOSET30' - 5"30' - 5"4" 1' - 5" 4"MECH10MECH.1' - 5"4"10102X112X11MECH2' - 2"2' - 1"1' - 5"10F3510F3510F3510F35ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A1.2BUILDING GLEVEL 1 PART BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"G-A1.21BUILIDING G - LEVEL ONE, ENLARGED PLAN (PART B)MATCH LINE -SEE SHEET G-A1.1No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/19MATCH LINE -SEE SHEET G-A1.1M AT C H L INE -SEE S H EET HJ-A1 .1 M AT CH L INE -SEE S H EET HJ-A1 .1 G-A2.1G-A2.12G-A2.113NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ROOF DIVERTER OVER DOORWAYNEW LOW -SLOPE ROOF SYSTEMOVER EXISTING ROOF DECKSLOPESLOPEG-A4.16G-A4.150" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION5' - 3"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"5' - 3"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7" 2' - 5"5' - 3"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"G-A1.3BUILDING GROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"G-A1.31BLDG G - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1938 ASK-083 03/09/2039 ASK-083R1 03/20/20ASK083R1(03/09/2020)(REVISED 03/20/20) %&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17):%%($0%5$&,1*$77232),17(5,253$57,7,21:$//%5$&,1*6<0%2/6:3326783%5$&,1*$77232),17(5,253$57,7,215()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21(;,7&%% (4 (4 %(4(4 %(4 (4&(4 (4 (4(4&%%(4(4(4 (4 (4(4(4(4(4 (4 (4(4% (4 (4%% (4 (4 (4(4 %% (4(4(4 (4 %%(4 (4(4(4%(4 (4 (4 (4&%(4 (4(4(4(4(4 % (4(4 %%%%%(4 (4 %%%(4 (4 (4 (4&&(4(4(4(4(4(4(4(4 %(4 (4 % (4 (4 % (4(4%%(4 (4 :%:%:%:%:%:%:%$))*:%RQ0WO6WXG :%:%%$7+5220%$7+5220$))*:%RQ0WO6WXG $))*:%RQ0WO6WXG %$7+5220%$7+5220%$7+5220:%:%:%:%:%:%:%:%:%$))*:%RQ0WO6WXG %$7+5220:%:%:%:%:%:%:%:%:%:%:%:%:%:%:%:%:%$))*:%RQ0WO6WXG :%:%:%:%:%:%:%:%:%:%$))*:%RQ0WO6WXG $$$$$$$$$$$(4 (4(4 (46'6'()()6'81,7*6'6'()()81,7*81,7*6'()()6'()81,7*6'()6'81,7*6'()()6'()81,7*6'()6'()81,7*6'%('5220%('5220%('5220%('5220%('5220%('5220%('5220.,7&+(1.,7&+(1 .,7&+(1.,7&+(1.,7&+(1.,7&+(1 .,7&+(1/9,1*/9,1* /9,1*/9,1*/9,1*/9,1*/9,1*6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG*$%8,/',1**/(9(/5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU$%'(&)*+-./01257+6,7(.(<3/$1 *$%8,/',1**5()/(&7('&(,/,1*3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 %&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17):%%($0%5$&,1*$77232),17(5,253$57,7,21:$//%5$&,1*6<0%2/6:3326783%5$&,1*$77232),17(5,253$57,7,215()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21&&&(4(4(4 (4(4(4(4 (4 (4(4(4(4&(4(4(4(4 %%(4 (4 (4(4 %(4 (4%(4(4(4 (4 %%(4(4(4 (4 (4 %%(4 (4 % (4 (4 % (4 (4 ;$))*:%RQ0WO6WXG $))*:%RQ0WO6WXG $))*:%RQ0WO6WXG %$7+5220%$7+5220%$7+5220$$$$$$$:%:%:%:3:3:3:3:%:3:%:%:%:%:%:%:%$()()6'6'6'6'()()81,7*()81,7*6'6'%('5220 %('5220%('5220%('5220.,7&+(1.,7&+(1/,9,1*/,9,1*/,9,1*.,7&+(16FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG*$%8,/',1**/(9(/5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW $GGHQGXP 6 CD Set 6/11/19 BLDG G - LEVEL 1 EXIST26' - 5 3/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMFACE OF BLDG 'H'CONNECTOR TO EXISTING BLDG 'F'TYPICAL REPLACE 30% OF THE EXISTING WOOD OUTRIGGERSBLDG G - LEVEL 1 NEW30' - 5"CORRIDOR TOUNITS G-1 TO G-9NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW BRICK INFILL ATEXISTING WINDOW OPENINGNEW EXIT DOOR IN REVISED WINDOW OPENINGNEW WINDOW WITH GRANITE SILLAND BRICK BELOW IN REVISEDDOOR OPENINGTYPICAL NO BRICK, NEW TIMBER FILL BELOW ARCHES100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG G - LEVEL 1 EXIST26' - 5 3/8"TYPICAL REPLACE & REPLACE 30% OF THE EXISTING WOOD OUTRIGGERSBLDG G - LEVEL 1 NEW30' - 5"NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW IN ENLARGED WINDOW OPENING100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW, GRANITE WINDOW SILL AND BRICK INFILL AT EXISTING DOOR OPENING100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"NEW BRICK INFILL AT EXISTING MASONRY OPEING.10ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"G-A2.1BUILDING GELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/8" = 1'-0"G-A2.13BUILDING G - ELEVATION NORTH1/8" = 1'-0"G-A2.11BUILDING G - ELEVATION SOUTH1/8" = 1'-0"G-A2.12BUILDING G - ELEVATION WESTBUILDING 'G' RENOVATION NOTES:1. REPOINT MASONRY PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE , INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"11G-A3.411G-A3.4BLDG G - LEVEL 1 NEW30' - 5"7' - 6"7' - 6"7' - 6"7' - 6"UNIT G-5UNIT G-6UNIT G-7UNIT G-8UNIT G-9100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F01F35F01F35F011010BLDG K - LEVEL 1 NEW30' - 5"10BLDG G - LEVEL 1 EXIST26' - 5 3/8"11G-A3.411G-A3.4BLDG G - LEVEL 1 NEW30' - 5"3' - 1"5' - 2"9"UNIT G-5CORRIDORUNIT G-4UNIT G-3UNIT G-2100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F011010BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"4' - 9 3/4"9' - 1 1/8"3' - 11 5/8"CORRIDOR100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F35F0110BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"UNIT G-1LAUNDRYF35F35F0110BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"F35F0110ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"G-A3.1BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLAN1/8" = 1'-0"G-A3.13BUILDING G - LONGITUDINAL SECTION 31/8" = 1'-0"G-A3.11BUILDING G - LONGITUDINAL SECTION 11/8" = 1'-0"G-A3.12BUILDING G - LONGITUDINAL SECTION 2No. Description Date1 Addendum 01 2/1/192 Addendum 02 2/25/193 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/1910 Addendum 08 11/05/19 BLDG G - LEVEL 1 EXIST26' - 5 3/8"FIRE RATED DEMISING WALLBLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"W1F35F35F011010BLDG G - LEVEL 1 EXIST26' - 5 3/8"FIRE RATED DEMISING WALLBLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F35F011010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A3.2BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"G-A3.25BUILDING G - LONGITUDINAL SECTION 2 (Part 1)Match Line1/4" = 1'-0"G-A3.22BUILDING G - LONGITUDINAL SECTION 2 (Part 2)ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/1910 Addendum 08 11/05/19 BLDG G - LEVEL 1 EXIST26' - 5 3/8"FIRE RATED DEMISING WALLBLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F011010BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F011010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A3.3BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"G-A3.38BUILDING G - LONGITUDINAL SECTION 3 (Part 1)1/4" = 1'-0"G-A3.39BUILDING G - LONGITUDINAL SECTION 3 (Part 2)Match LineABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/1910 Addendum 08 11/05/19 BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"1' - 4"12' - 10"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"G-A3.52G-A3.53101010F35BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1 NEW30' - 5"14' - 2 1/4"12' - 10 1/8"NEW RATED CORRIDOR WALLS100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"G-A3.51F351010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A3.4BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"G-A3.410BUILDING G - CROSS SECTION 11/4" = 1'-0"G-A3.411BUILDING G - CROSS SECTION 2ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/1910 Addendum 08 11/05/19 BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"G-A4.21G-A4.2210BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"G-A4.21SIM.G-A4.22SIM.10BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"NEW DOOR AND DOOR FRAME IN EXISTING WINDOW OPENING MODIFIED. SEE DOOR SCHEDULE.10ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW3/4" = 1'-0"G-A3.5BUILDING GWALL SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date8 Addendum 06 7/15/1910 Addendum 08 11/05/193/4" = 1'-0"G-A3.51BLDG G - Wall Section 13/4" = 1'-0"G-A3.52BLDG G - Wall Section 23/4" = 1'-0"G-A3.53BLDG G - Wall Section 3 EXISTING EXTERIOR BUILDING BRICK WALLEXISTING PAINTED ROOF RAFTER OUTRIGGER. EXISTING PAINTED WOOD FASCIA TRIM.EXISTING ALUMINUM FASCIA.EXISTING ROOF MEMBRANE.EXISTING ROOF DECK.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" FASCIA. PROVIDE BOARD WIDTH TO MATCH EXISTING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" THICK MINIMUM AT PEAK OF ROOF.EXISTING ROOF RAFTER OUTRIGGER. SCRAP, SAND AND REPAINT.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING ROOF MEMBRANE.EXISTING ROOF EDGE FLASHING..EXISTING EXTERIOR BUILDING BRICK WALLEXISTING EXOPOSED PAINTED ROOF DECKING.EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" RAKE BOARD. PROVIDE BOARD WIDTH TO MATCH EXISTINGEXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" MINIMUM AT ROOF PEAK.EXISTING EXPOSED ROOF DECKING. SCRAP, SAND AND REPAINT.23' - 4"8"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.8"TOP OF PROPOSED ROOF INSULATION 23'-4" BEYOND.LINE OF EXISTING ROOF RIDGE.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedG-A4.1BUILDING GDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-063No. Description Date3 Permit Set 2/26/193" = 1'-0"G-A4.11ROOF G - EAVE DETAIL - EXISTING3" = 1'-0"G-A4.12ROOF G - EAVE DETAIL - PROPOSED3" = 1'-0"G-A4.13ROOF G - RAKE DETAIL - EXISTING3" = 1'-0"G-A4.14ROOF G - RAKE DETAIL - PROPOSEDBUILDING G EXISTING ROOF EDGEASK075Dr1(revised 2/10/2020)1/8" = 1'-0"G-A4.15BUILDING G - ELEVATION SOUTH1/8" = 1'-0"G-A4.16BUILDING G - ELEVATION WEST(revised 2/25/2020) BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"EXISTING MASONRY WALL TO REMAINEXISTING CONCRETE SLAB ON GRADE TO REMAIN. ALL EXISTING FLOOR FINISHES TO BE REMOVED.NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.SEE WINDOW DETAILSNEW FLOOR FINISHES. SEE FINISH SHEDULE AND PLANS.10SEE WINDOW DETAILS.EXISTING MASONRY WALL TO REMAIN.EXISTING ROOF TRUSS TO REMAIN.SEE ROOF DETAILS.NEW ROOF SYSTEM. SEE ROOF PLAN.NEW HVAC SYSTEM DUCTWORK.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1 1/2" = 1'-0"G-A4.2BUILDING GEXTERIORDETAILSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date8 Addendum 06 7/15/1910 Addendum 08 11/05/191 1/2" = 1'-0"G-A4.21BUILDING G EXTERIOR DETAIL 11 1/2" = 1'-0"G-A4.22BUILDING G EXTERIOR DETAIL 2 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7*$),1,6+6&+('8/(%/'**'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25:,1'2:6$77+,6/(9(/5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25'2255(029($//(;7(5,25:,1'2:6$77+,6/(9(/5(029($//(;7(5,25'2255(029(/2)76758&785($%29('(02/,6+,17(5,250$6215<:$//%8,/',1*-%8,/',1*+5(029(3257,212)0$6215<$1'5(68332576((6758&785$/'5$:,1* REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7&21&(373/$1&2167'2&6&2167'2&6),1$/&2167'2&6$VLQGLFDWHG+-'%8,/',1*+-'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU +-'%8,/',1*6+- /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 +-$+-$+-$+-$+-$+-$+-$+-$+-$+-$+-$+-$ %8,/',1*+%8,/',1*-%8,/',1*.81,7.%('522081,7.%('522081,7+%('522081,7+%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('5220 0(7(55220/$81'5<5220%2,/(5$1'635,1./(55220-$1,7250$,/%2;(6)/2255$,6('72 /2%%<::::::::$::::::::::::::::::::::$:::::::::::::::$:::::::::::::$: 5()(572%8,/',1**)25',0(16,21 5()(572%8,/',1*-)25',0(16,215()(572%8,/',1*-)25',0(16,21 .$.$*$ +-$+-$*$*$*$*$+-$+-$.$.$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 +-.3%8,/',1*+-.(<3/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83 +-.3%8,/',1*6+- /(9(/21($%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 BUILDING HBUILDING JUNIT H-1(1 BEDROOM)UNIT H-2(2 BEDROOM)30' - 5"METERROOMLAUNDRYROOMBOILER AND SPRINKLERROOMJANITORMAILBOXESLOBBYW1W1W1W1W1W5W1W1W1W1W1W1W1W134' - 3 7/8"13' - 8"1' - 0"26' - 3"6"1' - 11"6"6"1' - 4"16' - 5"6"13' - 7"1' - 0"4' - 9"4"9' - 3"4"1' - 6"3' - 5"4"9' - 10"6"12' - 4" 6"6' - 4" 6"12' - 8" 6"9' - 10" 4"1' - 8" 4" 6' - 5"4" 8' - 8"6"REFER TO BUILDING G FOR DIMENSION6"9' - 10"4"12' - 6"4"2' - 1"4"4' - 5"6"6"9' - 7"4"6' - 3"4"3' - 1"6"6' - 3"6"8' - 6"6"12' - 6"11' - 0"6" 14' - 6" 6"5' - 9" 6"6' - 7" 6"10' - 7"10' - 7"4"2' - 1"4"5' - 1"1' - 1"6"6' - 3"6"7' - 7"4" 2' - 5"4" 9' - 10"6"6' - 4"6" 12' - 1" 2' - 4"2' - 1"4"2' - 1"4"5' - 0"6"REFER TO BUILDING J FOR DIMENSIONREFER TO BUILDING J FOR DIMENSION6' - 2 3/8"6"7' - 1"6"4' - 5"2HJ-A3.12HJ-A3.11HJ-A3.11HJ-A3.1D-2AD-2D-1D-2D-3DD-2D-4D-9D-9D-4D-1D-1D-2E-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1ATE-3AE-3AE-1AA8W1W1W1W1W1W5W5W5W5W1W5W5W7AW7AW5W5W5W5W5W53HJ-A3.13HJ-A3.11.G-A3.11.G-A3.14G-A3.14G-A3.1D-4D-2BD-4CD-2D-2D-4D-2D-2D-1D-5AD-4ABATHROOM(TYPE 31)D-2BKITCHEN(TYPE 27)BATHROOM(TYPE 32)KITCHEN(TYPE 26)NEW STRUCTURAL STEEL LINTEL ATNEW OPENING IN EXISTING MASONRY WALLMAILBOXES TRANSOM WINDOW ABOVEW5 Y1W1W5W7AW1W1D-3BEDROOM 1COAT CLOSETLIN.CLOS.W5CLOSETBEDROOM 230' - 5"D-4CW2W5W1F3530' - 5"30' - 5"30' - 5"H.C. ACCESSIBLE WASHER5A6.3BEDROOMLINEN CLOSETMECHCLOSETD-2AD-56"7' - 0" 8' - 3"4"5"4" 1' - 5" 1' - 3" 2' - 1"4"6' - 2"6" 11' - 9"4"2' - 4"4"5' - 0"11"6"6' - 2"D-5AMECH.D-56D-63ASK-008R13ASK-008R12F35D-1WDWDDDWWH.C. ACCESSIBLE DRYERASK46ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"HJ-A1.1BUILDING HPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"HJ-A1.11BUILDING H - LEVEL ONE, ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANMATCH LI N E TO S H EET G A1.2 M AT C H LINE TO SHEE T G A1.2 MATCH LINE TO SHEET K A1.1MATCH LINE TO SHEET K A1.1M ATC H L INE TO SHEET HJ -A1.3 ASK-046R102/06/20(REVISED 3/12/20)No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1921 ASK-046 02/06/2022 ASK-046R1 03/12/20 UNIT J-7(1 BEDROOM)UNIT J-6(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)30' - 5"W1W1W5W5W1W5W5W1W5W5W1W5W1W1W1W5W5W1W5W5W5W7AW58' - 0"2' - 6 1/2"2' - 7" 11' - 2" 4"2' - 1" 4" 5' - 1" 1' - 1" 6"11' - 4"4"5' - 4"4"3' - 1"4"7' - 4"2' - 9"6"2' - 10"7' - 4"4"5' - 4"4"2' - 1"4"9' - 1"4"10' - 1"6"1' - 10 1/8"2' - 9"7' - 4"4"12' - 0"4"3' - 2"4"12' - 0"4"2' - 9"2' - 3"4"4' - 10"6"4' - 8"4"2' - 4"2' - 9"4"12' - 0"4"4' - 9"6"4' - 6"4"1' - 4"4"3' - 6"12' - 0"4"2' - 1" 4"5' - 1"1' - 1" 6"6"7' - 3"6"10' - 1"4"27' - 10"4"10' - 2"6"10' - 1"4"27' - 8"2' - 6"6"7' - 7"4" 12' - 11" 2' - 5"4" 15' - 7" 4"2' - 2" 11' - 11" 4"2' - 1" 4"5' - 1"1' - 1"6"6"6' - 2"4"3' - 6"1' - 1"6"2' - 6"4"5' - 1"4"4' - 8"6"4' - 10"4"5' - 0"4"27' - 10"4"2' - 1"4"7' - 8"11' - 11" 4" 2' - 1" 4"5' - 1"1' - 1" 6" 2' - 2"12' - 6"4"8' - 0"2' - 5"4"18' - 1"6"10' - 1"4"17' - 2"4"10' - 2"6"10' - 1"4"17' - 11"6"1' - 11"6"6' - 0"6"9' - 11"5' - 2"6"4' - 6"4"9' - 7"6"6' - 0"6"3HJ-A3.23HJ-A3.2D-2D-2D-2D-4AD-4AD-1D-3DD-2D-2AD-4D-2AD-2D-2D-4BD-3DD-3CD-1D-2AD-3DD-4AD-2AD-2AD-4D-1D-5AD-2D-4AD-2D-2AD-3D-1E-4AE-4AE-4AE-4AE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAH-2AH-2AD-4AD-4AW55' - 0"D-5AD-5A6"10' - 1"4"2' - 6"14' - 8"4"1' - 4"4"4' - 1"4"4' - 1"6"5' - 1"4"1' - 11"4"2' - 5"4"BATHROOM(TYPE 33)BATHROOM(TYPE 34)KITCHEN(TYPE 31)BATHROOM(TYPE 40)3' - 6"4"1' - 4"4"4' - 5"D-5AKITCHEN(TYPE 32)BATHROOM(TYPE 38)BATHROOM(TYPE 39)KITCHEN(TYPE 33)BATHROOM(TYPE 37)KITCHEN(TYPE 30)1HJ-A3.21HJ-A3.2W5W5W5W5W7AW1W1W5W5W5W5W5W5W5W7AW5W5W5W5W5W7AW5W5W1W1W5W5W5W5W7AW5W5W5W5W5W5W7AW5W5W5W5W5W1W1W5COAT CLOSETLINEN CLOSETCLOSETCLOSETBEDROOM 2BEDROOM 2WALK-INCLOSETCLOSETLIN.CLOS.BEDROOMCORRIDORCORRIDORD-57COATCLOS.COATCLOSETBEDROOM 1BEDROOM 1CLOSETCOATCLOSLIN.CLOS.CLOSETCLOSETBEDROOM 2BEDROOM 1COATCLOSLINENCLOSETCLOSET30' - 5"30' - 5"EQEQ10F3510EQEQ4"2' - 1"4"7' - 2"2' - 9"4"2' - 1"4"11' - 8"10F3510F35MECH.EQEQ1010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"HJ-A1.2BUILDING J PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"HJ-A1.21BUILDING J - LEVEL ONE, ENLARGED PLAN (PART B) M ATCH LI NE MATCH LI NE ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/19 UNIT H-2(2 BEDROOM)UNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)METERROOMW1W1W1W1W5W5W1W7AW5W5W1W1W1W5W5W112' - 0" 6"2' - 5"4"19' - 11"4"10' - 2"6"10' - 1"4"17' - 8"4"10' - 2"6"11' - 0"4"8' - 9"6" 12' - 5"4"2' - 1"4"4' - 11"6"8' - 2"4"11' - 6"4"2' - 1"4"5' - 5"4"10' - 1"6"12' - 0"4"4' - 1"4"6' - 0"4"10' - 1"1' - 0"10' - 10"4"2' - 1"6"2' - 1"4" 11' - 9"4"2' - 7"4"5' - 1"6"6' - 1"6"7' - 7"4"13' - 0"2' - 7"6"7' - 3"6"19' - 5"4"10' - 2"6"10' - 1"4"7' - 11"2' - 4"12' - 4"1' - 0"10' - 0"6"6"1' - 1" 5' - 1"4" 2' - 1"4"12' - 0" 4"2' - 1" 12' - 9"4" 7' - 10"6" 6' - 2"6"2' - 6"4"2' - 1"2' - 7"21' - 5"4HJ-A3.24HJ-A3.22HJ-A3.22HJ-A3.2HJ-A6.21HJ-A6.22D-2AD-1D-2AD-2AD-2AD-1D-3DD-5AD-4BD-2D-2D-2AD-1D-4AD-4AD-3DD-2AD-4AD-4AD-3BD-4AD-2D-1D-2D-1D-2D-3DD-2D-4D-3BD-14D-4E-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAD-5A4"5' - 9"4"4' - 1"6"4' - 0"4"4' - 1"4"1' - 4"4"D-4A4"4' - 1"4"12' - 0"1' - 0"9' - 11"D-5ABATHROOMTYPE 32KITCHENTYPE 28KITCHENTYPE 29KITCHENTYPE 34KITCHENTYPE 35BATHROOMTYPE 35BATHROOMTYPE 361HJ-A3.21HJ-A3.2W1W1W5W5W5W7AW5W5W5W5W5W5W5W5W5W58W5W1W1W5W7AW5W5W5W5W1W1W58W5PARTITION TAGS ADDEDBEDROOM 2BEDROOM 1WALK-INCLOSETCOATCLOSETLINENCLOSETCLOSETCLOSETCLOSETCOATCLOSETCORRIDORCORRIDORCOATCLOSET4' - 0 1/2"4"4' - 0 1/2"4"1' - 4 1/4"4"2' - 5"4"2' - 0"4"5' - 1"MECHLIN.CLOS.CLOSETCLOSETCLOSETW5W5LINENCLOSETCOATCLOSETBEDROOM BEDROOM 2BEDROOM 1WALK-INCLOSETBEDROOM 1CLOSETD-4A30' - 5"EQEQMECHF3515' - 5" 4"5' - 1"6" 6' - 2"6"7' - 3"6"10' - 1"4"2' - 10"4"5' - 10"4"10' - 2"6"10' - 1"4"5' - 10"EQEQMECHScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/4" = 1'-0"HJ-A1.3BUILDING J PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/30/201916-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"HJ-A1.31BUILDING J - LEVEL ONE, ENLARGED PLAN (PART A) MATCH LI N E M AT C H L INE ABDECFGHJKLMNORTHSITE KEY PLANASK-04401/21/20 NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMSLOPESLOPES LOPE SLOPE LOW SLOPE ROOF SYSTEMON EXISTING ROOF DECKREMOVE EXISTING HATCH AND PROVIDE NEW FLUSH ROOF DECKNEW FLASHING ATEXISTING ROOF CURB26' - 2"S LOP E SLOPE HJ-A4.150" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"3' - 1"3' - 1"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGT APE R ED W OOD BLO C K ING 5' - 11" 2' - 11" 2' - 11" 2' - 11" 2' - 11" 2' - 11" 2' - 11"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 10"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 9"TAPERED WOOD BLOCKINGTAP ERED W O OD B LOCKING TAPERE D WOO D BL OCKI N G ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"HJ-A1.4BUILDING HJROOF PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"HJ-A1.42BLDG HJ - ROOF LEVELABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1940 ASK-084 03/09/2041 ASK-084R1 03/20/20ASK084R1(03/09/2020)(REVISED 03/20/20) $$$$'% % % %%%%(;,7 6'6'6'6'6'6'6'(4 (4 (4 (4 (4 (4 (4(4%(4 (4 (4(4%(4(4(4$(4$%% (4%(4%%(4(4(4 (4 (4(4 (4 (4 (4 (4(4(4(4 (4 $$$$$$$$$$%$7+5220&()(4(4 $))*:%RQ0WO6WXG (4(4%('5220.,7&+(1(%(4(46'()/,9,1*81,7+:3:3:3:3:3$$(;,7(;,7.,7&+(1()/,9,1*%('522081,7+:3:3:3%&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 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et 6/11/19 BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"LOBBY ENTRANCEBUILDING HBUILDING J100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'J' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING PROVIDE STRUC REPAIR FOR SHEAR CRACK,COORD W/ STRUC EGR, REPLACE MASONRY AND REPOINT AS REQD INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT REPLACE BRICK ALONG FAULT LINE & REPOINTREPLACE 75% OF BRICK BELOW WINDOW SILLS IN THIS AREANEW GRADECORRIDOR TO UNITS J-1 TO J-8RESTORE EXISTING WINDOWNEW WINDOW IN REVISED DOOR OPENING WITH NEWGRANITE WINDOW SILL AND BRICK INFILLBUILDING HBUILDING JPROVIDE NEW CONCRETE SILL ATRAISED DOORWALL & WATERPROOFINGEXISTING GRADE100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"REFER TO STRUC DWGS FOR REINFORCEMENT OF THE SOUTHEAST CORNER OF BLDG 'J' NEW GRADEEXISTING GRADEEXISTING WATERPROOFING100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"PART OF BUILDING KTYPICAL FOR ALL EAVES OF BLDG 'J' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REFER TO STRUC DWGS FOR REINFORCEMENT OF THE SOUTHEAST CORNER OF BLDG 'J' GRADE RESTORE EXISTING WINDOWEXISTING EXPOSED CONCRETE FOUNDATION 100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"HJ-A2.1BUILDING HJELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/8" = 1'-0"HJ-A2.127BUILDING H - ELEVATION NORTH1/8" = 1'-0"HJ-A2.128BUILDING J - ELEVATION NORTH1/8" = 1'-0"HJ-A2.130BUILDING J - ELEVATION EAST1/8" = 1'-0"HJ-A2.129BUILDING J - ELEVATION SOUTHBUILDING 'J' RENOVATION NOTES:1. REPOINT MASONRY PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"FIRE RATED DEMISING WALLNEW RATED UNIT SEPARATIONWALL UPTO UNDERSIDE OF ROOFMAILBOXESNEW PARTIAL HEIGHT PARTITIONS IN APARTMENT UNITS100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F35F35101010BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"BLDG K - LEVEL 1 EXIST29' - 7 7/8"FIRE RATED DEMISING WALLNEW STRUCTURAL LINTEL AT NEW OPENING IN EXISTING MASONRY100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG K - LEVEL 1 NEW30' - 5"F35F351010BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"BLDG K - LEVEL 1 EXIST29' - 7 7/8"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG K - LEVEL 1 NEW30' - 5"F35F35101010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"HJ-A3.1BUILDING HSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"HJ-A3.11BUILDING H - LONGITUDINAL SECTION1/4" = 1'-0"HJ-A3.12BUILDING H - CROSS SECTIONABDECFGHJKLMNORTHSITE KEY PLAN1/4" = 1'-0"HJ-A3.13BUILDING H - CROSS SECTION1No. Description Date3 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10F3510BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10F3510BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"FIRE RATED DEMISING WALL100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10F3510BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedHJ-A3.2BUILDING JSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"HJ-A3.22BUILDING J - LONGITUDINAL SECTION (PART 1)1/4" = 1'-0"HJ-A3.24BUILDING J - CROSS SECTION1/4" = 1'-0"HJ-A3.23BUILDING J - LONGITUDINAL SECTION (PART 2)Match LineABDECFGHJKLMNORTHSITE KEY PLAN1/8" = 1'-0"HJ-A3.21BUILDING J - KEY ENLARGED LONGITUDINAL SECTIONSEE 3/HJ 3.2SEE 2/HJ 3.2No. Description Date3 Permit Set 2/26/196 Construction Set 6/11/1910 Addendum 08 11/05/19 10" 1 1 /2"2 1/2"1' - 0 1/2"1 1/2"6"EXISTING BRICK MASONRY EXTERIOR WALL.EXISTING EXPOSED PAINTED WOOD RAFTER TAIL.EXISTING PAINTED WOOD FASCIA.EXISTING ALUMINUM FASCIA.EXISTING LOW-SLOPE ROOF SYSTEMEXISTING WOOD ROOF DECK.EXISTING TOP CHORD OF OPEN-WEB STEEL TRUSS.EXISTING ROOF DECK NAILER.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" FASCIA. PROVIDE BOARD WIDTH TO MATCH EXISTING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" MINIMUM THICKNESS AT PEAK.EXISTING ROOF RAFTER OUTRIGGER. SCRAP, SAND AND REPAINT.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.EXISTING PAINTED WOOD RAKE BOARD.EXISTING ROOF MEMBRANE.EXISTING METAL ROOF EDGE FLASHING..EXISTING EXTERIOR BUILDING BRICK WALL.EXISTING EXOPOSED PAINTED ROOF DECKING.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" RAKE BOARD. PROVIDE BOARD WIDTH TO MATCH EXISTINGEXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" MINIMUM THICKNESS AT PEAK.EXISTING EXPOSED ROOF DECKING. SCRAP, SAND AND REPAINT.9"26' - 6"8"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.TOP OF PROPOSED ROOF INSULATION 26'-6" BEYOND.LINE OF EXISTING ROOF RIDGE.8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedHJ-A4.1BUILDING HJDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-063No. Description Date3 Permit Set 2/26/193" = 1'-0"HJ-A4.14ROOF HJ EAVE DETAIL - EXISTING3" = 1'-0"HJ-A4.11ROOF HJ - EAVE DETAIL - PROPOSED3" = 1'-0"HJ-A4.12ROOF HJ - RAKE DETAIL - EXISTING3" = 1'-0"HJ-A4.13ROOF HJ - RAKE DETAIL - PROPOSEDBUILDING J EXISTING ROOF EDGEASK075Er1(revised 2/10/2020)1/8" = 1'-0"HJ-A4.15BUILDING J - ELEVATION SOUTH1/8" = 1'-0"HJ-A4.16BUILDING J - ELEVATION EAST(revised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caleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"JM-A1.1BUILDING JMBRIDGEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"JM-A1.11BLDG JM BRIDGE - LEVEL 11/4" = 1'-0"JM-A1.12BUILDING JM - BRIDGE SECTION1/4" = 1'-0"JM-A1.13BLDG JM BRIDGE - CEILING PLANNo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW LOW SLOPED ROOFING SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'M' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 75% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REMOVE EXISTING PAINT FROM EXISTING BRICKNEW WINDOW T.M.E. IN EXISTING MASONRY OPENING,TYP.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING TYP.CORRIDOR ENTRANCE TO UNITS M1 THRU M11BLDG M - LEVEL 1 NEW30' - 5"GRADENEW FLOOD VENT IN EXISTING MASONRY OPENING,TYP.SECTION AT BLDG KSECTION AT J/M CONNECTORNEW ALUM GUTTERS DOWNSPOUTS TO SPLASH BLOCKSAREA OF EXIST. EQUIP. IN THE BASEMENT BEYONDAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW FLOOD VENT IN EXISTING MASONRY OPENING,TYP.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.BLDG M - LEVEL 1 NEW30' - 5"GRADEAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"REMOVE WOODEN DOGHOUSECOORDINATE STRUC ASSESSMENT OF THIS EXISTING STRUCTURAL REPAIR WITH THE STRUCTURAL ENGRBLDG M - LEVEL 1 NEW30' - 5"NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.GRADEAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"FACE OF BLDG 'J'FACE OF BLDG 'M'BRIDGE OVER OXOBOXO BROOKGRADENEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.J/M CONNECTOR29' - 7 7/8"FACE OF BLDG 'J'BLDG 'M'J/M CONNECTORCORRIDOR ENTRANCE TO UNITS M1 THRU M11GRADEBRIDGE OVER OXOBOXO BROOKSEE PLANEXISTING DOOR TO BASEMENTAREA OF NEW FILL IN BASEMENT BEYONDScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/8" = 1'-0"M-A2.1BUILDING MELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor02/06/2016-0631/8" = 1'-0"M-A2.137BUILDING M - ELEVATION NORTH1/8" = 1'-0"M-A2.138BUILDING M - ELEVATION SOUTH 11/8" = 1'-0"M-A2.139BUILDING M - ELEVATION WEST 11/8" = 1'-0"M-A2.140BUILDING J/M CONNECTOR- ELEVATION WEST1/8" = 1'-0"M-A2.141BUILDING M AND J/M CONNECTOR - ELEVATION EASTBUILDING 'M' & J/M CONNECTOR BLDG RENOVATION NOTES:1. REPOINT 5% BRICK PERIMETER 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANASK-07002/06/20 0" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION1' - 3"8" 8" 8" 8" 8" 8"4"1' - 3"8"8"8"8"8"8"5"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGJ/M CONNECTOR29' - 7 7/8"BLDG J LEVEL 1 EXIST26' - 5 3/8"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG M - LEVEL 1 NEW30' - 5"JM-A4.13EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" FASCIA. PROVIDE BOARD WIDTH TO MATCH EXISTING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" THICK MINIMUM AT PEAK OF ROOF.EXISTING ROOF RAFTER OUTRIGGER. SCRAP, SAND AND REPAINT.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING PAINTED ROOF RAFTER OUTRIGGER. EXISTING PAINTED WOOD FASCIA TRIM.EXISTING ALUMINUM FASCIA.EXISTING ROOF MEMBRANE.EXISTING ROOF DECK.1' - 0"8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedJM-A4.1MJ CONNECTORROOF PLAN ANDDETAILSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063No. Description Date57 ASK-097 03/17/2058 ASK-097R1 03/20/201/4" = 1'-0"JM-A4.14BLDG MJ - ROOF PLAN3/8" = 1'-0"JM-A4.11CONNECTOR JM CROSS SECTION3" = 1'-0"JM-A4.13CONNECTOR MJ - EAVE DETAIL - PROPOSED3" = 1'-0"JM-A4.12CONNECTOR MJ - EAVE DETAIL - EXISTINGASK-097R103/17/20(REVISED 03/20/20) 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;7(5,25:,1'2:6$77+,6/(9(/5(029(/2)76758&785($1'3$57,7,216$%29('(02/,6+3257,2162)0$6215<:$//$1'5(6833257'(02/,6+3257,2162)0$6215<:$//$1'5(68332575(029('5$,6(')/2255(029((;7(5,25'225 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG.'%8,/',1*.'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU .'%8,/',1*. /(9(/'(02/,7,213/$1.'%8,/',1*.'(02/,7,21&87$:$<$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$15(029(3257,212)0$6215<:$//$1'5(68332576((6758&785$/'5$:,1*65(029((17,5(/2)76758&785($1'3$57,7,216%8,/',1*+%8,/',1*.%8,/',1*05(029($//:,1'2:621$7%8,/',1*.5(029((;7(5,25'2251R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 .$.$0$.$.$.$.$2;2%2;2&5((.+$+$+$+$+$+$.$.$$&&(6672%8,/',1*0%$6(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 .$%8,/',1*.3/$1%$6(0(17'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU .$%/'*. %$6(0(17$%'(&)*+-./01257+6,7(.(<3/$10$7&+/,1(72%8,/',1**0$7&+/,1(72%8,/',1*+0$7&+/,1(72%8,/',1*0(;,67,1*(;7(5,250$6215<:$//6$1'3,(561(:0$6215<,1),//$7(;,67,1*23(1,1*6$1':22')5$0(':$//672%(5(029('(;,67,1*0$6215<$5&+29(52;2%2;2%522.(;,67,1*7,0%(5%($06$%29(1(:0$6215<:$//6%(7:((1(;,67,1*0$6215<3,(56725(3/$&(:22')5$0(':$//60$5. 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CLOS. LINEN CLOS. COAT CLOSET CLOSET BEDROOM 2 COAT CLOS.LIN. CLOS. BEDROOM CLOSET BEDROOM CLOS. CLOS. IDF CLOSET A-4F A-4F A-4F A-4F A-4I F-1 A-4F A-4F A-4F A-4F A-4F A-4F A-4I 12' - 8" 4"2' - 1"4"5' - 1" 1' - 1" 6" 6' - 3" 6" 19' - 6" 6" 6' - 3"6" 3' - 7"4" 17' - 8" 10' - 6" 4"2' - 1" 4"5' - 1"1' - 1"6"6' - 3"6" 5' - 2"6" 2' - 2"4" 13' - 5" 4"7' - 7" 6' - 10"4" 2' - 1"4" 4' - 3" 4" 1' - 10" 4" 3' - 1"6" 6' - 3"6" 4' - 1" 4"2' - 8" 4" 2' - 5" 4"11' - 5" 13' - 9" 5" 6" 1' - 6" 6"6' - 3"6"2' - 1" 4"12' - 5"10' - 7"6"6' - 10"4"3' - 8"6"1' - 1"5' - 1"4"2' - 1"4"5' - 6"4"5' - 6"6"2' - 2"6"7' - 5"6"10' - 1"4"2' - 1"4"5' - 2"4"1' - 4"4"4' - 0"4"4' - 0"18' - 7"4' - 3"59' - 4"10' - 5"6"5' - 7"4"5' - 8"6"6' - 2"4"2' - 1"4"4' - 11"4"8' - 1"6"5' - 2"4"1' - 11"4"2' - 5"4"5' - 2"4"2' - 6"4"8' - 1"6"8' - 8"2' - 6"D-5B WINDOW ABOVE WINDOW ABOVE LIN. CLOS. COAT CLOS. D-3D BEDROOM CLOS. MECH. LIN CLOS W5 W5 W5 W5 W5 W5 W1 W7AW7A D-1 W5 W5 W5 W1 W5 W5 W5 W1 W1 W1 W1 W1W1 W5 F35 W5 F35 2' - 2" W5 W5 W5 W5 W5 W6 W1 W1 W1 W1 W1W1 W1 W5 W7AW7A W5W5 W1 W1W1 W5 W5 W6 W5 W7AW7A W1 W5W5 W5 W5 W5 W1 W1 W5 W1 W1 W1 D-1 30' - 5" 30' - 5" W1 W1 4"2' - 5"4"MECH. MECH. D-2 D-5A D-3D KITCHEN TYPE 39W7A W5W5 W5 D-2A F35F35 D-4B F35 ASK-005 R1 2 ASK-005 R1 3 ASK-008 R1 3 ASK-008 R12 ASK-009 R1 2 ASK 081 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" K-A1.1 BUILDING K - LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/4" = 1'-0"K-A1.1 1 BLDG K - LEVEL 1 NEW MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-080 02/06/20 K-A2.131BUILDING G ROOFBUILDING H ROOFSLOPESLOPEBUILDING M ROOFBUILDING M ROOFNEW FLASHING OVER EXISTING ROOF CURBBUILDING WALL BELOWNEW SLOPE ROOF SYSTEMOVER EXISTING ROOF DECKASK-005R12K-A4.150 " I N SUL ATI ON 1 " I NS U LATI ON 2" I NSUL AT ION 3 " I N SUL ATION 4" I NSUL AT ION 5 " I N SUL ATI ON 6" INSULATION 7" INS U LATI ON 8 " I N S UL ATI ON 5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"3' - 1"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"3' - 1"4' - 9"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0" TAPE RED W OOD BLOCKING TAPE RED W OOD BLOCKING TAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"K-A1.2BUILDING K -ROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"K-A1.22BLDG K - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set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et 6/11/19 BLDG K - LEVEL 1 EXIST 29' - 7 7/8" 2 K-A3.1 2 K-A3.1 STRUCTURAL ENGINEER TO EVALUATE INTERGRITY OF BRIDGE, STRUCTURAL DAMANGE DUE TO SCOURING FROM WATER COURSE AND PROVIDE ASSOCIATED DETAILS FOR RECTIFICATION NEW FLASHING OVER EXISTING ROOF CURB BRIDGE OVER OXOBOXO BROOK 3 K-A3.1 3 K-A3.1 100 YEAR FLOOD 27' - 10 3/4" 500 YEAR FLOOD 29' - 4 3/4" BLDG K - LEVEL 1 NEW 30' - 5" FACE OF BLDG 'H' FACE OF BLDG 'J' FACE OF BLDG 'M'GRADE GRADE NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING, TYP. CRAWL SPACE BASEMENT AREA OF NEW FILL IN CRAWL SPACE AND BASEMENT BEYOND BLDG K - LEVEL 1 EXIST 29' - 7 7/8" NEW LOW SLOPED ROOFING SYSTEM FACE OF BLDG 'G'FACE OF BLDG 'M'REMOVE WINDOW & BRICK-IN OPENING REPLACE DETERIORATED BRICK AROUND THIS CORNER NEW FLASHING OVER EXISTING ROOF CURB BRIDGE OVER OXOBOXO BROOK 100 YEAR FLOOD 27' - 10 3/4" 500 YEAR FLOOD 29' - 4 3/4" NEW WINDOW AT EXISTING DOOR OPENING BLDG K - LEVEL 1 NEW 30' - 5" NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING, TYP. GRADE BASEMENT CRAWL S.AREA OF NEW FILL IN BASEMENT BEYOND Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" K-A2.1 BUILDING K ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/8" = 1'-0"K-A2.1 32 BUILDING K - ELEVATION EAST 1/8" = 1'-0"K-A2.1 31 BUILDING K - ELEVATION WEST BUILDING 'K' RENOVATION NOTES: 1. REPOINT BRICK PERIMETER (BUDGET 50% NEW MASONRY FOR BOTH EAST & WEST ELEVATION) 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 3. REMOVE ALL SURFACE MOUNTED COUNDUITS AND CABLES SERVING THIS BLDG. 4. REPLACE EXISTING FASCIAS AND SOFFITS, REMOVE EXISTING LEAD BASED PAINT. REPAINT A B D E C F G H J K L M NORTH SITE KEY PLAN STRUCTURAL ENGINEER TO EVALUATE INTERGRITY OF BRIDGE, STRUCTURAL DAMANGE DUE TO SCOURING FROM WATER COURSE AND PROVIDE ASSOCIATED DETAILS FOR RECTIFICATION 02/06/20 ASK-069 BLDG M - LEVEL B22' - 4 7/8"BLDG K - LEVEL 1 EXIST29' - 7 7/8"2K-A3.12K-A3.1NEW FULL-HEIGHT FIRE RATED DEMISING WALLNEW FULL-HEIGHT FIRE RATED DEMISING WALLNEW STRUCTURAL STEEL LINTEL AT NEW OPENING, IN EXISTING MASONRY WALLNEW FLASHING OVER EXISTING ROOF CURBNEW PARTIAL HEIGH PARTITION IN APARTMENT UNIT (10'-0" T.O.W.) EXISTING PIERS, WALLS AND FOUNDATION WALLS TO REMAINEXISTING MASONRY ARCH AND WOOD TIMBER FRAMING TO REMAIN3K-A3.13K-A3.1100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG K - LEVEL 1 NEW30' - 5"BUILDING MBUILDING HF35F2210F35F0110OXOBOXO BROOK10BLDG M - LEVEL B22' - 4 7/8"BLDG K - LEVEL 1 EXIST29' - 7 7/8"NEW UNIT SEPARATION PARTITION WALLS TO EXTEND TO UNDERSIDEOF ROOF DECK NEW FIRE RATED CORRIDOR WALLS TO EXTEND TO UNDERSIDEOF ROOF DECK EXISTING WOOD FLOOR FRAMINGTO REMAIN.EXISTING MASONRY PIERSTO REMAIN.EXISTING CONCRETE SLABTO REMAIN.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG K - LEVEL 1 NEW30' - 5"F35F221010EXISTING TIMBER FRAMING OVERCREEK TO REMAINNEW PARTIAL HEIGHT WALLSAT INTERIOR OF APARTMENTS(10' -0" T.O.W.)OXOBOXO BROOKF22F3510ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"K-A3.1BUILDING KSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"K-A3.11BUILDING K - LONGITUDINAL SECTION1/4" = 1'-0"K-A3.12BUILDING K - CROSS SECTION 1ABDECFGHJKLMNORTHSITE KEY PLAN1/4" = 1'-0"K-A3.13BUILDING K - CROSS SECTION 2No. Description Date3 Permit Set 2/26/196 Construction Set 6/11/1910 Addendum 08 11/05/19 EXISTING EXTERIOR BUILDING BRICK WALLEXISTING PAINTED ROOF RAFTER OUTRIGGER. EXISTING PAINTED WOOD FASCIA TRIM.EXISTING ALUMINUM FASCIA.EXISTING ROOF MEMBRANE.EXISTING ROOF DECK.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" RAKE BOARD. PROVIDE BOARD WIDTH TO MATCH EXISTINGEXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" THICKNESS MINIMUM AT PEAK.EXISTING EXPOSED ROOF DECKING. SCRAP, SAND AND REPAINT.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.EXISTING WOOD RAKE BOARDEXISTING ROOF MEMBRANE.EXISTING ROOF EDGE FLASHING.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING EXOPOSED PAINTED ROOF DECKING.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" FASCIA. PROVIDE BOARD WIDTH TO MATCH EXISTING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8" MINIMUM THICKNESS AT PEAK.EXISTING ROOF RAFTER OUTRIGGER. SCRAP, SAND AND REPAINT.9"26' - 6"8"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedK-A4.1BUILDING KDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-063No. Description Date3 Permit Set 2/26/193" = 1'-0"K-A4.11ROOF K - EAVE DETAIL - EXISTING3" = 1'-0"K-A4.12ROOF K - RAKE DETAIL - PROPOSED3" = 1'-0"K-A4.13ROOF K - RAKE DETAIL - EXISTING3" = 1'-0"K-A4.14ROOF K - EAVE DETAIL - PROPOSEDBUILDING K EXISTING ROOF EDGEASK075Fr1(revised 2/10/2020)1/8" = 1'-0"K-A4.15BUILDING K - ELEVATION WEST(revised 2/26/2020) 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7.$),1,6+6&+('8/(%/'*.'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE ALL WINDOWS AT BUILDING L. TRANSFORMER PEN AND CHAIN LINK FENCE. SEE SITE DEMOLITION PLAN. REMOVE EXTERIOR DOORS. REMOVE EXT. DOORS REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS. GENERAL DEMOLITION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND DEMOLISHED ELEMENT Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated L-D1.1 BUILDING L DEMO PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"L-D1.1 1 BLDG L - LEVEL 1 DEMOLITION PLAN A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-060 NEW ROOF MEMBRANE OVER EXISTING ROOF DECK (NO NEW INSULATION).1L-A3.11L-A3.12L-A3.12L-A3.1L-A2.133L-A2.135L-A2.134L-A2.136STORAGEA-90A-90A-90A-90D-58ASK-012R12ASK-012R13NEW WOOD STAIRS OVER EXISTING STONE STEPS TO REMAIN.NEW EXTERIOR WOOD DOOR IN EXISTING OPENING FIXED IN PLACE.D-65A-90ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"L-A1.1BUILDING L PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"L-A1.12BLDG L - LEVEL ROOFABDECFGHJKLMNORTHSITE KEY PLAN1/4" = 1'-0"L-A1.11BLDG L - LEVEL 1No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/1917 ASK-020 12/09/1946 ASK-086 03/09/2047 ASK-086R1 04/01/20ASK086R1(03/09/2020)(REVISED 4/1/20) %%%(72,/(7(4 (4 (4(4&(4(4(4(4 (4(4(4 (4 ) ) ) ) ) )(4(4(4 (4 %&'$(/,*+7,1*/(*(1'%$6(/,7( :$5(+286(6+$'( %/$&.)851,6+:,7+&25')25),(/'$'-867('+(,*+7/,7+21,$/,*+7,1* /('/$0367(3%$))/(75$&..,7%5/('/$033+,/,36 6/,0685)$&(/('5281'.352*5(66 /('&25'+81*:$5(+286(/,*+7%586+('1,&.(//,7+21,$/,*+7,1* &217(0325$5<648$5(9$1,7< .&+520((;,7(;,7/,*+7(;7(5,25:$//02817('/,*+7#$))+$5':,5('602.(&$5%210212;,'('(7(&7256'&(,/,1*+$7&+)250(&+$1,&$/$&&(6687,/,7<)227)/285(6&(17)5()/(&7('&(,/,1*3/$16<0%2//(*(1'$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,21$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+781/(6627+(5:,6(127(',6 $))$5($,1',&$7(61(:7$3(' 37'*:%&(,/,1*6<67(0&225',1$7(,167$//$7,212)&(,/,1*6$7833(5)/2256:,7+7+(522)7<3(67+(&(,/,1*+(,*+772)2//2:6/23(2)7+(522)6758&785($5($,1',&$7(6(;326('0(7$/'(&.,1*$1'67((/6758&785(72%(35,0('$1'3$,17('$5($,1',&$7(6(;,67,1*6758&785(725(0$,1(;326('$%$7($65(48,5('5(029($//(;,67,1*3$,176$1'35(3$33/<0,1&2$763$,17$//'8&7:25.725(0$,1(;326('3$,17('$//(;326('&21'8,73$,17('72%(&225',1$7(':$5&+,7(&735,2572,167$//$7,216FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG/$%8,/',1*/5()/(&7('&(,/,1*3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU /$%/'*/ /(9(/&(,/,1*$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH $GGHQGXP 3HUPLW6HW &'6HW6 BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" BLDG M - LEVEL 1 NEW 30' - 5" NEW INFILL MASONRY BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" EXISTING WOOD, STONE STEPS AND HANDRAILINGS TO REMAIN EL: 27'-0" BLDG M - LEVEL 1 NEW 30' - 5" BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" INSTALL NEW MASONRY IN AREAS DAMAGED BY MORTARED OPENINGS 4' - 2 1/2"BLDG M - LEVEL 1 NEW 30' - 5" VENT 1X3 CONFIGURATED VENTILATED / INSULATED PAINTED WOOD ABOVE PAINTED WOOD EXISTING WOOD, STONE STEPS AND HANDRAILINGS TO REMAIN BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" BLDG M - LEVEL 1 NEW 30' - 5" VENT 1X3 CONFIGURATED VENTILATED / INSULATED PAINTED WOOD ABOVE EXISTING WOOD, STONE STEPS AND HANDRAILINGS TO REMAIN L-A2.1 34 ASK-012 R1 3 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" L-A2.1 BUILDING L ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"L-A2.1 33 BLDG L - ELEVATION NORTH 1/8" = 1'-0"L-A2.1 34 BLDG L - ELEVATION SOUTH 1/8" = 1'-0"L-A2.1 36 BLDG L - ELEVATION EAST 1/8" = 1'-0"L-A2.1 35 BLDG L - ELEVATION WEST BUILDING 'L' RENOVATION NOTES: 1. REPOINT BRICK PERIMETER (BUDGET 50% NEW MASONRY FOR BOTH EAST & WEST ELEVATION) 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 3. REMOVE ALL SURFACE MOUNTED COUNDUITS AND CABLES SERVING THIS BLDG. 4. REPLACE EXISTING FASCIAS AND SOFFITS, REMOVE EXISTING LEAD BASED PAINT. REPAINT A B D E C F G H J K L M NORTH SITE KEY PLAN 1/8" = 1'-0"L-A2.1 1 BLDG L - LEVEL 1 LANDSCAPE EXISTING WOOD STAIRS AND RAILINGS TO BE DEMOLISHED AREA OF DAMAGED MASONRY TO BE PATCHED AND REPAIRED 02/06/20 ASK-061 BLDG L - LEVEL 1 29' - 7 7/8" CRAWL SPACE GRADE BLDG L - LEVEL 1 29' - 7 7/8" CRAWL SPACE GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" L-A3.1 BUILDING L SECTIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/4" = 1'-0"L-A3.1 2 BUILDING L - CROSS SECTION 1/4" = 1'-0"L-A3.1 1 BUILDING L - CROSS SECTION A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-062 EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING ROOF MEMBRANE.EXISTING ROOF EDGE FLASHING.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING EXOPOSED PAINTED ROOF DECKING.9"EXISTING BRICK MASONRY EXTERIOR WALL.EXISTING EXPOSED PAINTED WOOD RAFTER TAIL.EXISTING PAINTED WOOD FASCIA.EXISTING ALUMINUM FASCIA.EXISTING LOW-SLOPE ROOF SYSTEMEXISTING WOOD ROOF DECK.9"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW3" = 1'-0"L-A4.1BUILDING LDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-063No. Description Date3 Permit Set 2/26/193" = 1'-0"L-A4.12ROOF L - RAKE DETAIL - EXISTING - to remain3" = 1'-0"L-A4.11ROOF L - EAVE DETAIL - EXISTING - to remain(revised 2/26/2020)ASK075HBUILDING L EXISTING ROOF EDGE 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25:,1'2:6$7%8,/',1*06((6,7('(02/,7,213/$1)25(;7(5,256758&785(65(029((;7(5,25'2255(029((;7(5,2567223$1'522)6((6,7('(02/,7,213/$1)25(;7(5,256758&785(66((6,7('(02/,7,213/$1)25(;7(5,256758&785(65(029($//:,1'2:6$70-&211(&7,1*%5,'*(5(029($//(;7(5,25:,1'2:6$7%8,/',1*05(029((;7(5,25'2256$1'67223 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG0'%8,/',1*0'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU 0'%8,/',1*0 /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 %8,/',1*0 81,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('5220635,1./(55220::::$::::::::::::::::$:::::::::::::$::::::::::::::::::::::::::::::$::($($($($($($($($($($($($($($($($($($($($$($$($$($$($($($($($($($($($($($($($($($($($($($($-0$-0$ 0.3%8,/',1*0 /(9(/21(6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 0.3%8,/',1*0.(<3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83$%'(&)*+-./01257+6,7(.(<3/$10$7&+/,1 (0$7&+/,1 (1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 31M-A3.11M-A3.13M-A3.23M-A3.24M-A3.24M-A3.22M-A3.12M-A3.1H-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AL-1AH-1AL-1AEB8EBW2H-1AH-1AL-1AH-1A2X112X1110ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.2BUILDING MPLAN -LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANMATCH LI NE MATCH LI N E MATCH LI NE M AT C H L INENo. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/19 34M-A3.24M-A3.22M-A3.12M-A3.12JM-A1.12JM-A1.1H-1AH-1AH-1AH-1AL-1AH-1AH-1AL-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AEB88EBEB1010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.3BUILDING MPLAN -LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MATCH LI N E M ATCH LINEMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/19 33M-A2.1393M-A3.23M-A3.2E-2AE-2AE-2AE-2AE-2AE-2AE-2AE-1AAE-1AAE-1AAE-1AAE-2AE-2AE-2AE-2AE-2AD-1D-3DD-2D-5D-4BD-3BD-4BD-3D-1D-5AD-2D-4BD-2D-2D-59D-4D-2D-3AD-2D-2D-1D-3DD-5BD-2D-4AD-2D-4AD-2BD-4BD-4BD-8UNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOM)UNIT M-6(2 BEDROOM)UNIT M-7(2 BEDROOM)BEDROOM 2BEDROOM 1CLOSETCLOSETCORRIDORCORRIDORCOATCLOSETCOATCLOSETCOATCLOSETLIN.CLOS.CLOSETBEDROOMCLOSETBEDROOMLINENCLOS.CORRIDORBEDROOMCLOSETCLOSETLIN.CLOS.COATCLOSETBEDROOM 2BEDROOM 1CLOSETCLOSETLINENCLOSETCOATCLOSETKITCHENTYPE 46TOILETTYPE 48KITCHENTYPE 46TOILETTYPE 48KITCHENTYPE 42TOILETTYPE 46TOILETTYPE 45KITCHENTYPE 41TRANSOM WINDOW ABOVED-16"4' - 5"6"18' - 5"4"10' - 3"6"25' - 5"4"2' - 1"4"12' - 1"6"2' - 10"6' - 11"4"10' - 10"4"2' - 1"4"10' - 3"6"2' - 9"6' - 10"4"15' - 6"4"2' - 1"4"5' - 7"6"6' - 0"6"7' - 8"4"11' - 11"4"3' - 1"4"7' - 4"2' - 9"6"2' - 10"7' - 4"4"10' - 8"4"3' - 7"4"6"2' - 2"4"1' - 10"6"18' - 5"4"10' - 1"6"10' - 2"4"6"12' - 10"6"5' - 1"6"4' - 3"4"9' - 8" 6"5' - 6" 6" 2' - 6"6"10' - 5" 4"10' - 4" 2' - 1"4" 10' - 10"4"2' - 1" 4"5' - 1" 1' - 2" 6"5' - 6"6"5' - 1" 11" 6"7' - 7" 4"9' - 7" 2' - 1"2' - 7"10' - 8" 4"2' - 1" 4" 4' - 1" 4"2' - 10" 4" 3' - 1" 6"5' - 6" 6" 1' - 2" 5' - 1" 4"2' - 1" 4" 10' - 10" 4" 7' - 8"6"5' - 6"6"5' - 1"11"6"7' - 7"4"5' - 6"6"3' - 7" 6' - 7"6"3' - 8"6"30' - 5"30' - 5"30' - 5"W5W1W1W1W1W1W1W1W1W1W5W5W5W5W5W5W5W6W5W1W7AW7AW5W5W5W5W5W5W5W1W1W1W1W5W5W5W6W7AW7AW1W1W1W12' - 8"W5W5W5W5W5W5W5W5W7AW7AW5W52' - 5"4"1' - 10"4"5' - 2"6"8' - 0"4"1' - 10"4"W7AW7AW5W5W5W5W5W5W5W5W52' - 8"MECH.W5W510106" 3' - 2"4"4' - 7"4"2' - 5"4"2' - 2"4"5' - 1" 4"4' - 11"MECH.W7AW7AW7A104" 2' - 5"4"4"2' - 1"W7AW7AW7A102X11ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.4BUILDING MPLAN -LEVEL 1PART ADakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/191/4" = 1'-0"M-A1.41BLDG M - LEVEL 1 - PART A M ATC H L INE -SE E S H EET M -A1.5 MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANMATCH LI N E -S EE SHE E T M -A1.5 33M-A2.137M-A2.1381M-A3.11M-A3.14M-A3.24M-A3.2UNIT M-8(2 BEDROOM)UNIT M-9(2 BEDROOM)UNIT M-3(2 BEDROOM)UNIT M-10(2 BEDROOM)UNIT M-4(2 BEDROOM)TRANSOM WINDOW ABOVEKITCHENTYPE 47TOILETTYPE 49BEDROOM 1BEDROOM 2CLOSETCLOSETCOATCLOSETLINENCLOSETBEDROOM 1BEDROOM 2CLOSETCLOSETCOATCLOSETLINENCLOSETKITCHENTYPE 46TOILETTYPE 48KITCHENTYPE 47TOILETTYPE 49BEDROOM 1BEDROOM 2COATCLOSETLINENCLOSETCLOSETCLOSETKITCHENTYPE 44TOILETTYPE 47TOILETTYPE 46TOILETTYPE 45BEDROOM 1BEDROOM 2CLOSETCOATCLOSETLINENCLOS.CLOSETCLOSETLINENCLOS.BEDROOM 2COATCLOSETKITCHENTYPE 43BEDROOM 2CLOSETE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2A6"10' - 3"4"18' - 4"6"4' - 5"6"23' - 3"4"10' - 3"6"10' - 2"4"23' - 3"6"4' - 5"6"2' - 7"2' - 8"6"2' - 7"6"10' - 3"4"2' - 1"4"10' - 9"4"6' - 10"2' - 10"6"2' - 9"6' - 11"4"10' - 10"4"2' - 1"4"10' - 3"6"10' - 2"4"2' - 1"4"10' - 10"4"6' - 11"2' - 9"6"D-2D-3DD-1D-5BD-4AD-4AD-2D-4AD-4AD-2D-2D-5BD-3DD-1D-2D-2D-1D-3DD-5BD-2D-4AD-2D-4AD-2D-4AD-2D-3AD-4D-2D-2D-5D-4D-2D-5D-1D-3AD-4D-2D-24"2' - 1"6"6' - 3"6"11' - 5"6"8"4"2' - 1"6" 3' - 4" 6" 6' - 7"5"10"2' - 5"4" 6"10' - 8"4"2' - 1"4"10' - 7"10' - 7"4"2' - 1"4"5' - 1"1' - 5"6"5' - 6"6"24' - 0" 3' - 7"6"5' - 6"4" 7' - 7"6"11"5' - 1"6" 5' - 6"6" 2' - 2" 4"5' - 2"4" 11' - 10" 10' - 8" 4"2' - 1"4"4' - 1" 4" 2' - 10"4" 3' - 1"6" 5' - 6"6" 1' - 2" 5' - 1"4" 2' - 1" 4"10' - 10" 9' - 7"4" 7' - 7"6" 6' - 1" 6" 5' - 6" 6"7' - 8" 4"2' - 1" 4" 2' - 2" 3' - 1"4"2' - 10" 4"4' - 1"4" 2' - 1" 4" 10' - 8"W1W1W1W5W1W7AW7AW6W1W1W5W5W5W5W5W5W5W5W5W1W5W5W5W5W5W5W5W5W5W5W5W6W7AW7AW1W5W1W1W1W1W5W6W5W7AW7AW1W5W5W5W5W5W5W5W5W5W1W130' - 5"30' - 5"W1W1W5W1W5W5W5W5W5W7AW7AW5W5W5W5W1W5W5W7AW7AW5W5W5W1W5W1W1W5W5W5W5W5W7AW7AW5W5W5W5W1W5TRANSOM WINDOW ABOVED-2B10' - 11"4"2' - 1"4"9' - 10"4"10' - 2"6"9' - 7"4"28' - 2"4"9' - 11"6"6"MECH.10EQEQ4"2' - 1"4"4"2' - 5"104"2' - 5"4"4' - 11"4"5' - 0"6"4' - 11"4"4' - 11"4"2' - 5"4"MECH.10MECH.4" 2' - 1" 4"6"4' - 11"4"4' - 11"4"2' - 5"4"W7AW7AW7AW7AW7AW7A10MECH.W7AW7AW7A4"2' - 1"4"102X11ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.5BUILDING MPLAN -LEVEL 1PART BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/191/4" = 1'-0"M-A1.51BLDG M - LEVEL 1 - PART BMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANM ATC H L INE -SE E S H EET M -A1.4 MATCH LI N E -SE E SHEE T M-A1 .4 MATCH LINE -SE E SHEE T M-A1 .6 MATCH LINE -SE E S HEE T M-A1.6 335M-A3.25M-A3.2E-2AE-2AE-2AE-2AE-1AE-1AE-1AE-1AE-2AE-2AE-2AE-2AD-2D-4AD-3D-1D-2D-2D-4D-2D-1D-2D-3DD-8D-4D-59A6"10' - 2"4"2' - 7"15' - 3"4"1' - 8"4"8' - 2"6"10' - 11"6"10' - 2"4"10' - 0"4"2' - 1"4"5' - 0"4"7' - 4"2' - 10"6"10' - 11"11' - 1"6"9' - 8"4"2' - 7"4"5' - 7"4"6' - 10"2' - 10"6"4' - 9"6"5' - 11"6"2' - 6"16' - 0"4"1' - 10"4"7' - 6"6"UNIT M-5(2 BEDROOM)UNIT M-11(2 BEDROOM)SPRINKLER ROOMCLOSETCOATCLOSETKITCHENTYPE 45TOILETTYPE 45TOILETTYPE 49KITCHENTYPE 46BEDROOM 1WALK-INCLOSETBEDROOM 2LINENCLOSETCLOSETBEDROOM 1BEDROOM 2CLOSETCOATCLOSETD-5AD-414' - 6" 4"5' - 0" 6"5' - 6" 6" 15' - 1" 4" 2' - 1"6" 11"5' - 1"6" 5' - 6"6" 7' - 8" 4"11' - 10" 10' - 10" 4" 2' - 1" 4" 5' - 1" 1' - 3" 6" 5' - 6" 6"7' - 7" 4" 16' - 1" 1' - 9"4" 4"3' - 1" 6"3' - 6" 6"7' - 0"6"2' - 1"4"10' - 2"W1W5W5W5W6W7AW7AW5W1W5W5W5W5W1W1W1W1W1W1W5W5D-5LINENCLOS.W1W1W5W1W5W5W5W5W5W5W5W1W5W7AW7AW5W5W5W1W130' - 5"30' - 5"EQEQ11' - 5"4"7' - 10"2' - 4"8' - 4"4"9' - 8"6"MECHEQEQ4"2' - 1"4"4"2' - 5"W7AW7AW7AMECHScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.6BUILDING MPLAN -LEVEL 1PART CDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1948 ASK-095 03/16/201/4" = 1'-0"M-A1.61BLDG M - LEVEL 1 - PART C MATCH LINE -SE E SHEE T M-A1.5 M ATCH LINE -SEE S HEET M -A1.5 ASK-004R103/16/20 NEW ALUM GUTTERS & DOWNSPOUTS, TO SPLASH BLOCKS 0" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 3"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"2' - 10"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"TAPERED W OOD BLOCKING TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPE RED W OOD BLOCKING ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"M-A1.7BUILDING MROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"M-A1.72BLDG M - LEVEL 3 roofABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1945 ASK-087 03/09/2046 ASK-087R1 03/20/20ASK087R1(3/9/2020)(REVISED 03/20/20) ($$(((% % % % %%%%%% % %%%%%%%(;,7(;,7 (;,7 6'6'6'6'6'6'6'6'6'6'6'6'6'(4(4(4 (4 (4(4 (4(4(4(4(4 (4 $$$$$$$$(4 (4(4(4(4(4(4$/,9,1*81,70:3%$7+5220()$))*:%RQ0WO6WXG (4(4(4 (4().,7&+(1% (4 (4 :3:3:3:3:381,70(4 (4 :3$))*:%RQ0WO6WXG ()%$7+5220/,9,1*% % (4(4 .,7&+(1(4(4(4(4 ():3:3:3:381,70 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et 6/11/19 J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW LOW SLOPED ROOFING SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'M' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 75% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REMOVE EXISTING PAINT FROM EXISTING BRICKNEW WINDOW T.M.E. IN EXISTING MASONRY OPENING,TYP.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING TYP.CORRIDOR ENTRANCE TO UNITS M1 THRU M11BLDG M - LEVEL 1 NEW30' - 5"GRADENEW FLOOD VENT IN EXISTING MASONRY OPENING,TYP.SECTION AT BLDG KSECTION AT J/M CONNECTORNEW ALUM GUTTERS DOWNSPOUTS TO SPLASH BLOCKSAREA OF EXIST. EQUIP. IN THE BASEMENT BEYONDAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW FLOOD VENT IN EXISTING MASONRY OPENING,TYP.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.BLDG M - LEVEL 1 NEW30' - 5"GRADEAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"REMOVE WOODEN DOGHOUSECOORDINATE STRUC ASSESSMENT OF THIS EXISTING STRUCTURAL REPAIR WITH THE STRUCTURAL ENGRBLDG M - LEVEL 1 NEW30' - 5"NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.GRADEAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"FACE OF BLDG 'J'FACE OF BLDG 'M'BRIDGE OVER OXOBOXO BROOKGRADENEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.J/M CONNECTOR29' - 7 7/8"FACE OF BLDG 'J'BLDG 'M'J/M CONNECTORCORRIDOR ENTRANCE TO UNITS M1 THRU M11GRADEBRIDGE OVER OXOBOXO BROOKSEE PLANEXISTING DOOR TO BASEMENTAREA OF NEW FILL IN BASEMENT BEYONDScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/8" = 1'-0"M-A2.1BUILDING MELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor02/06/2016-0631/8" = 1'-0"M-A2.137BUILDING M - ELEVATION NORTH1/8" = 1'-0"M-A2.138BUILDING M - ELEVATION SOUTH 11/8" = 1'-0"M-A2.139BUILDING M - ELEVATION WEST 11/8" = 1'-0"M-A2.140BUILDING J/M CONNECTOR- ELEVATION WEST1/8" = 1'-0"M-A2.141BUILDING M AND J/M CONNECTOR - ELEVATION EASTBUILDING 'M' & J/M CONNECTOR BLDG RENOVATION NOTES:1. REPOINT 5% BRICK PERIMETER 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANASK-07002/06/20 BLDG M - LEVEL 1 EXIST29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALL7' - 3"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F01F22SIM. (NO REFINISHING AT UNDERSIDE OF FLOOR.)BLDG M - LEVEL 1 NEW30' - 5"10F3510F3510BLDG M - LEVEL 1 EXIST29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"KEY ENLARGED SECTIONSKEY ENLARGED SECTIONSM-A5.2M-A5.2M-A5.2BLDG M - LEVEL 1 NEW30' - 5"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedM-A3.1BUILDING MSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"M-A3.11BUILDING M - CROSS SECTION1/8" = 1'-0"M-A3.12BUILDING M - KEY ENLARGED LONGITUDINAL SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date1 Addendum 01 2/1/192 Addendum 02 2/25/193 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/1910 Addendum 08 11/05/19 BLDG M - LEVEL 1 EXIST29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F22F01SIM. (NO REFINISHING AT UNDERSIDE OF FLOOR.)BLDG M - LEVEL 1 NEW30' - 5"F351010BLDG M - LEVEL 1 EXIST29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALL2JM-A1.12JM-A1.1100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F22F01SIM. (NO REFINISHING AT UNDERSIDE OF FLOOR.)BLDG M - LEVEL 1 NEW30' - 5"10F3510BLDG M - LEVEL 1 EXIST29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALL100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F22F01SIM. (NO REFINISHING AT UNDERSIDE OF FLOOR.)BLDG M - LEVEL 1 NEW30' - 5"F351010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A3.2BUILDING MSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"M-A3.24BUILDING M - LONGITUDINAL SECTION (PART 2)1/4" = 1'-0"M-A3.25BUILDING M - LONGITUDINAL SECTION (PART 3)1/4" = 1'-0"M-A3.23BUILDING M - LONGITUDINAL SECTION (PART 1)Match LineMatch LineABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date1 Addendum 01 2/1/192 Addendum 02 2/25/193 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/1910 Addendum 08 11/05/19 %/'*0 /(9(/ %/'*0 /(9(/% FIRE RATED DEMISING WALL %/'*0 /(9(/ %/'*0 /(9(/% .(<(1/$5*('6(&7,216.(<(1/$5*('6(&7,2160$0$0$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG0$%8,/',1*06(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU 0$%8,/',1*0 &52666(&7,21 0$%8,/',1*0 .(<(1/$5*('/21*,78',1$/6(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 %/'*0 /(9(/ %/'*0 /(9(/% FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL %/'*. <($5)/22' %/'*. <($5)/22' %/'*0 <($5)/22' %/'*0 <($5)/22' *Z <($5)/22' *Z <($5)/22' %/'*+ <($5)/22' %/'*+ <($5)/22' *H<($5)/22' *H<($5)/22' %/'*0 /(9(/ %/'*0 /(9(/% FIRE RATED DEMISING WALL %/'*0 /(9(/ %/'*0 /(9(/% FIRE RATED DEMISING WALL %/'*. <($5)/22' %/'*. <($5)/22' %/'*0 <($5)/22' %/'*0 <($5)/22' *Z <($5)/22' *Z <($5)/22' %/'*+ <($5)/22' %/'*+ <($5)/22' *H<($5)/22' *H<($5)/22' %/'*/ <($5)/22' 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 0$%8,/',1*06(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU 0$%8,/',1*0 /21*,78',1$/6(&7,213$57 0$%8,/',1*0 /21*,78',1$/6(&7,213$57 0$%8,/',1*0 /21*,78',1$/6(&7,213$570DWFK/LQH0DWFK/LQH$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 EXISTING BRICK MASONRY EXTERIOR WALL.EXISTING EXPOSED PAINTED WOOD RAFTER TAIL.EXISTING PAINTED WOOD FASCIA.EXISTING ALUMINUM FASCIA.EXISTING LOW-SLOPE ROOF SYSTEMEXISTING WOOD ROOF DECK.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" FASCIA. PROVIDE BOARD WIDTH TO MATCH EXISTING.EXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION. TAPER TO 8' THICKNESS MINIMUM AT PEAK.EXISTING ROOF RAFTER OUTRIGGER. SCRAP, SAND AND REPAINT.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING ROOF MEMBRANE.EXISTING ROOF EDGE FLASHING.EXISTING EXTERIOR BUILDING BRICK WALLEXISTING EXOPOSED PAINTED ROOF DECKING.9"EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL.NEW ALUMINUM DRIP EDGE. ARCHITECT TO SELECT COLOR FROM MANF. STANDARD COLORS.NEW P.T. WOOD BLOCKING.NEW PAINTED CEDAR OR POLYMER COMPOSITE 5/4" RAKE BOARD. PROVIDE BOARD WIDTH TO MATCH EXISTINGEXISTING EXTERIOR BUILDING BRICK WALLNEW EPDM ROOF FLASHING.NEW EPDM ROOF MEMBRANE.NEW ROOF PROTECTION BOARD.NEW POLYISO RIGID ROOF INSULATION.TAPER TO 8" MINIMUM AT ROOF PEAK.EXISTING EXPOSED ROOF DECKING. SCRAP, SAND AND REPAINT.9"27' - 11"8"TOP OF PROPOSED ROOF INSULATION.LINE OF EXISTING ROOF RIDGE.TOP OF PROPOSED ROOF INSULATION 27'-11" BEYOND.LINE OF EXISTING ROOF RIDGE.8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedM-A4.1BUILDING MDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/20/19,REV.02/21/2016-0633" = 1'-0"M-A4.11ROOF M EAVE DETAIL - EXISTINGNo. Description Date3 Permit Set 2/26/193" = 1'-0"M-A4.12ROOF M - EAVE DETAIL - PROPOSED3" = 1'-0"M-A4.13ROOF M - RAKE DETAIL - EXISTING3" = 1'-0"M-A4.14ROOF M - RAKE DETAIL - PROPOSEDBUILDING M EXISTING ROOF EDGEASK075Gr1(revised 2/26/2020)1/8" = 1'-0"M-A4.15BUILDING M - ELEVATION SOUTH1/8" = 1'-0"M-A4.16BUILDING M - ELEVATION EAST(revised 2/10/2020) 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&70$),1,6+6&+('8/(%/'*0'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 GENERAL STRUCTURAL NOTESCODES AND STANDARDS1. 2016 CONNECTICUT STATE BUILDING CODE.2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" − AISC−10 (AISC)3.AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318−11 (ACI)4. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530−11 (ACI 530)5. AMERICAN IRON AND STEEL INSTITUTE "NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD−FORMED STEEL STRUCTURAL MEMBERS, WITH SUPPLEMENT 1, DATED 2010 (AISI)6. AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION WITH 2012 SUPPLEMENT" (AF&PA)GENERAL 1. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TO MAINTAIN THE STABILITY, SAFETY, AND LATERAL LOAD RESISTANCE OF THE BUILDING AND ITS INDIVIDUAL COMPONENTS THROUGHOUT CONSTRUCTION.2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER. 4. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE GENERALLY OBTAINED FROM THE ARCHITECT AND ARE INCLUDED AS INFORMATION COMPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. LAYOUT OF BUILDING FOUNDATIONS OR OTHER ITEMS MAY BY MADE USING THE DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ONLY IF THE CONTRACTOR HAS COMPARED THESE DRAWINGS WITH THE ARCHITECTURAL DRAWING AND HAS RECEIVED CLARIFICATION, FROM THE ARCHITECT, REGARDING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS. 5. DO NOT SCALE DRAWINGS TO OBTAIN INFORMATION.DEFERRED SUBMITTALS:1. STEEL CONNECTION DETAILING AND DESIGN FOR CONNECTIONS BETWEEN BEAMS, COLUMNS AND BRACES.2. CFMF − CONNECTION DESIGN AND DETAILING.BUILDING DESIGN LOADS1. DESIGN LIVE LOADSPUBLIC ROOMS AND CORRIDORS SERVING THEM: 100PSFPRIVATE ROOMS AND CORRIDORS SERVING THEM: 40PSF2. SNOW LOADSGROUND SNOW LOAD: PG = 30IMPORTANCE FACTOR: IS = 1.0FLAT ROOF SNOW LOAD: PF = 30PSF SNOW EXPOSURE FACTOR: CE = 1.0THERMAL FACTOR: CR = 1.03. WIND LOADSNOINAL WIND SPEED, RISK CATII: 105 MPHWIND EXPOSURE CATEGORY: B4. SEISMIC LOADSSPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS: SS=0.165SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIODS: S1=0.059SEISMIC USE GROUP: ISEISMIC DESIGN CATEGORY: BSITE CLASS: CANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHODIMPORTANCE FACTOR IE: 1.0SDS: 0.132SD1: 0.067CS: 0.088 (MASONRY)0.020(LIGHT-FRAME WALLS)S LATERAL LOAD RESISTING SYSTEMS:AT EXISTING BUILDINGS - ORDINARY PLAN MASONRY SHEAR WALLS R=1.5 CD=1.25AT NEW MEZZANINE - LIGHT-FRAME WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE R=6.5 CD=4FOUNDATIONS1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH ASSUMED VALUES FROM THE BUILDING CODE.2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR CONTROLLED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 1.5 KSF.3. ALL FOOTINGS SHALL BEAR AT LEAST 3’−6" BELOW FINISH GRADE. 4. ELEVATIONS OF THE BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING PURPOSES AND REPRESENT THE HIGHEST ALLOWABLE ELEVATION. THE BOTTOM OF FOOTING SHALL BE LOWERED AS REQUIRED TO BEAR ON SUITABLE MATERIAL AS DEFINED ABOVE OR UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 5. EXISTING UN−COMPACTED FILLS WITHIN THE BUILDING FOOTPRINT SHALL BE REMEDIATED EITHER BY REMOVAL AND REPLACEMENT, OR GROUND IMPROVEMENT DESIGNED TO ACHIEVE 1.5KSF BEARING CAPACITY.6. FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER, REMOVE ALL SURFACE TOPSOIL, PAVEMENT, AND OTHER UNSUITABLE MATERIALS. REPLACE WITH COMPACTED GRANULAR FILL. 7. FOUNDATION WALLS ARE GENERALLY NOT DESIGNED AS FREESTANDING RETAINING WALLS. AS SUCH THEY MUST BE BACKFILLED ON BOTH SIDES EQUALLY OR TEMPORARILY BRACED UNTIL OTHER STRUCTURAL ELEMENTS WHICH BRACE THESE WALLS ARE IN PLACE. 8. PIPES AND OTHER M.E.P. ELEMENTS SHALL PASS THROUGH FOUNDATION WALL, NOT UNDER FOTTINGS. STEP FOOTINGS AS REQUIRED TO PASS UNDER THESE SYSTEMS. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALL. REINFORCED CONCRETE1. ALL CONCRETE SHALL BE NORMAL WEIGHT (UNLESS INDICATED AS LIGHT WEIGHT ON PLANS) WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: WALLS AND FOUNDATIONS 3000 PSISLABS ON GRADE 4000 PSICOMPOSITE CONCRETE SLABS 3500 PSI NORMAL WEIGHT CONCRETE TO HAVE A UNIT WEIGHT OF: 150-154PSF(WET)/146-150PSF(DRY)LIGHT WEIGHT CONCRETE TO HAVE A UNIT WEIGHT OF: 120-125PSF(WET)/115-120PSF(DRY)2. ALL CONCRETE EXPOSED TO FREEZE−THAW CYCLES SHALL BE AIR ENTRAINED.3. ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING TO ASTM A 615 GRADE 60.4. ALL REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL CONFORM TO ASTM A706 WELDABLE REINFORCING. 5. ALL REINFORCING BARS SHALL BE DETAILED IN ACCORDANCE WITH ACI DETAILING MANUAL. SHOW THE NUMBER AND LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED ON THE PLACING DRAWINGS. 6. MINIMUM CLEAR COVER FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: CONCRETE POURED AGAINST EARTH 3"CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF WEATHER: A. BARS #5 AND SMALLER1 ½"B. BARS LARGER THAN #52"SLABS, WALLS NOT EXPOSED TO EARTH OR WEATHER¾" 7. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. DEVELOPMENT / SPLICE LENGTH SHALL BE AS SHOWN ON THE TABLE IN THE TYPICAL DETAILS UNLESS OTHERWISE NOTED. VALUES SHOWN ARE IN INCHES. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 8. SLABS, BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS, HORIZONTAL KEYS AND REINFORCING CONTINUING THROUGH. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE STRUCTURAL ENGINEER. 9. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESH TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. MASONRY1. ALL MASONRY SHALL DEVELOP 1500 PSI ULTIMATE COMPRESSIVE STRENGTH (F M) IN 28 DAYS.2. ALL MORTAR SHALL BE TYPE S.3. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24 BENEATH AND 12 EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS. 4.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.5. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE USING HIGH LIFT (OR LOW LIFT) GROUTING TECHNIQUES. SEE SPECIFICATIONS FOR DETAILS. CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT AND SHALL BE PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING REINFORCING. 6. NO SPLICES IN REINFORCING BARS SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE PERMITTED, ALL SPLICES SHALL BE LAPPED AS FOLLOWS#3 BARS - 1 −6"#4 BARS - 2 −0"#5 BARS - 2 −6"#6 BARS - 3 −0"#7 BARS - 3 −6"7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED OR PLASTIC BAR POSITIONERS.8. HORIZONTAL REINFORCING SHALL BE 9 GAGE WIRE CONFORMING TO ASTM A82 AND SHALL BE PLACED EVERY OTHER COURSE U.N.O.9. ALL MASONRY SHALL BE PLACED IN RUNNING BOND U.N.O.STRUCTURAL STEEL1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS:ALL WIDE FLANGE SHAPES: ASTM A572 OR A992, GRADE 50ALL TUBULAR SECTIONS: ASTM A500, GRADE BALL PIPE SECTIONS: ASTM A53, GRADE BANCHOR RODS: ASTM F1554, GRADE 36ALL MISC. PLATES AND ASTM A36CONNECTION MATERIALS:2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD OR LRFD AND THE AISC CODE OF STANDARD PRACTICE. 3. WIND/SEISMIC CONNECTIONS: LATERAL LOAD CONNECTIONS INDICATED ON THE DRAWING ARE IN ADDITION TO THE GRAVITY CONNECTIONS REQUIRED.4. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AS ENDORSED BY AISC. ALL BEAM TO COLUMN CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS AND SHALL BE FULLY TENSIONED. ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS MAY BE SNUG TIGHT UNLESS NOTED AS SLIP CRITICAL ON DRAWING.5. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT CALCULATIONS FOR EACH TYPE OF CONNECTION UTILIZED ON THE PROJECT. 6. CALCULATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER. CONNECTIONS INCLUDE, BUT ARE NOT LIMITED TO, GRAVITY FRAME CONNECTIONS, MOMENT CONNECTIONS, AND BRACED FRAMING CONNECTIONS. 7. UNLESS SPECIFICALLY NOTED, STEEL DETAILS SHOWN ON THE DRAWINGS ARE FOR CONCEPT ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS, SIZE OF WELD, ETC.8. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STEEL D1.1, LATEST EDITION. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE. 9. ALL STEEL DECK SHALL BE DETAILED, ERECTED AND FASTENED IN ACCORDANCE WITH THE MANUFACTURER S SUGGESTED SPECIFICATIONS AND THE CURRENT STEEL DECK INSTITUTE SPECIFICATIONS. 10. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 11. ALL LINTELS SHALL HAVE 6 MINIMUM BEARING EACH END UNLESS NOTED OTHERWISE.POST−INSTALLED FASTENERS AND ANCHORS1. ALL HOLES INTO MASONRY OR CONCRETE WALLS FOR PROPRIETARY ANCHORING SYSTEMS SHALL BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE MANUFACTURER S RECOMMENDATIONS.2. ALL PROPRIETARY ANCHORING SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER S REQUIREMENTS AND USING ALL RECOMMENDED ACCESSORIES AND SUPPLEMENTAL COMPONENTS SUCH AS SCREEN TUBES, WASHERS, ETC.3. ALL HOLES IN HOLLOW MASONRY SHALL BE DRILLED WITH ROTARY DRILLS. HAMMER DRILLS ARE NOT PERMITTED.4. ALL EPOXY ADHESIVE SHALL BE HILTI RE−500, SIMPSON ET OR APPROVED EQUAL. U.N.O.5. ALL ACRYLIC ADHESIVE SHALL BE HILTI HIT (ICE, HY150 ORO HY20), SIMPSON AT OR APPROVED EQUAL. U.N.O.6. ALL CONCRETE/MASONRY SCREW ANCHORS SHALL BE HILTI HUS−H, SIMPSON TITEN, ITW TAP−CON OR APPROVED EQUAL. U.N.O.7. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK−BOLT 3, SIMPSON WEDGE−ALL OR APPROVED EQUAL. U.N.O.LIGHT GAGE FRAMING1. ALL STUDS AND JOISTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 18 GAGE AND LIGHTER WEIGHTS AND 50,000 PSI FOR 16 GAGE AND HEAVIER WEIGHTS AND SHALL CONFORM TO AISI SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS , LATEST EDITION2. ALL STUDS, JOISTS AND ACCESSORIES SHALL HAVE A MINIMUM G−60 GALVANIZED COATING.3. ALL WALL STUDS ARE C SHAPED STRUCTURAL LOAD BEARING STEEL STUDS. PROVIDE RUNNER TRACK TOP AND BOTTOM FOR ALL WALLS USING SAME GAGE AS STUD.4. ALL WALLS ARE TO HAVE HORIZONTAL STRAP BRIDGING WHICH SHALL BE INSTALLED AND PROPERLY ATTACHED TO EACH STUD TO PREVENT MINOR AXIS BENDING AND ROTATION BEFORE WALL STUDS ARE LOADED. BRIDGING SHALL BE DESIGNED FOR MINIMUM ALLOWABLE CONSTRUCTION LOADS AND SHALL NOT EXCEED 4 −3 O.C.5. ALL FLOOR JOISTS ARE "C" SHAPED STEEL JOISTS.6. FASTENING OF LIGHT GAGE MEMBERS SHALL BE WELDED ACCORDING TO AWS D1.3 OR EQUIVALENT SCREWING AS PER MANUFACTURER S RECOMMENDATIONS.WOOD1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) DOUG−FIR. PRESSURE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CONTACT, SILL PLATES, OR EXTERIOR USE.2. STUDS SHALL BE STUD GRADE OR BETTER3. ALL OTHER MEMBERS SHALL BE NO. 2 OR BETTER.4. FOR EXPOSED FRAMING SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.5. ALL MATERIAL LABELLED "LVL" SHALL LAMINATED VENEER LUMBER WITH THE FOLLOWING PROPERTIES:E = 1,9000,000 PSIFB = 2,600 PSI6. ALL MATERIAL LABELLED "LSL" BE LAMINATED STRAND LUMBER WITH THE FOLLOWING PROPERTIES:E = 1,550,000 PSIFB = 2,325 PSI7. PROVIDE 1X4 CROSS−BRIDGING FOR ALL WOOD JOISTS AT 8’−0"O.C. MAXIMUM SPACING AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS.8. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER MANUFACTURER S RECOMMENDATIONS.9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS.10. METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE SIMPSON STRONG−TIE CONNECTORS AND ARE SELECTED FOR LOAD REQUIREMENTS. SUBSTITUTION IS PERMITTED IF LOAD CAPACITIES OF ALTERNATE ARE OF EQUAL OR GREATER CAPACITY THAN COMPARABLE SIMPSON CONNECTOR. FASTENING SHALL BE PER MANUFACTURER S REQUIREMENTS. 11. NAILING SHALL COMPLY WITH TABLE 2304.9.1 OF THE CONNECTICUT STATE BUILDING CODE EXCEPT AS NOTED ON THESE DRAWINGS. SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"S1.0GENERAL NOTESDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/19Updated Set forConstruction4/3/20 @2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"SEE NOTE 11. REMOVE CONCRETE AROUND EXISTING CAST−IRON COLUMNS. DO NOT DAMAGE OR CRACK CAST−IRON COLUMN. CONTRACTOR’S OPTION TO SHORE EXISTING CONSTRUCTION AND REPLACE EXISTING COLUMNS, AS NOTED, WITH HSS4x0.25. SEE SECTION CUT ON PLAN.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. PROVIDE 1/2" JOINT AROUND NEW AND EXISTING COLUMNS. COLUMNS ARE INTENDED TO BE ATTACHED AT BASE AND 2ND FLOOR AS SHOWN ON DETAILS WITH NO ATTACHMENT AT NEW FIRST FLOOR.7. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.8. AT ROTTED LINTELS (MAX SPAN=4’ CLEAR), INSTALL (1) HSS3.5X3.5X0.31, GALV PER WYTHE OF MASONRY. CENTER TUBE(S) UNDER OPENING. BEAR ON LEVEL MASONRY SURFACE, 4" MIN, EA END. TYPICAL AT BUILDING A.LEVEL 1 NOTES:1S3.1(2) 2x10(2) 2x102x10(2) 2x102S3.1WAW1W2W3W4W5W6W7W8W9SEENOTE 6(TYP OF 9)5S3.1TYPEX. CONC. PLATFORM2S3.3SIM2S3.3SIM11S3.311S3.3SIMSEE NOTE 8 (TYP @ ROTTED LINTELS @ BLDG A)4S3.21. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. REMOVE EXISTING DAMAGED PLANKING. REPLACE WITH SALVAGED ATTIC PLANKING. MATCH EXISTING CONSTRUCTION.LEVEL 2 NOTES:3S3.1WAW1W2W3W4W5W6W7W8W910S3.1SEE NOTE 24S3.2ATTIC SPACE1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. 3/4" THREADED ROD AND TURNBUCKLE AT EXISTING BOTTOM TRUSS CHORD.ATTIC NOTES:SEE NOTE 2 (TYP)4S3.1WAW1W2W3W4W5W6W7W8W912S3.312S3.3SIM17S3.118S3.19S3.3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"A-S1.1BUILDING AFRAMING PLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 WAL2.AL2.BL2.CL2.DL2.EW91. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER. SEE TYPICAL DETAIL.3. MATCH EXIST. BFE. IF EXIST BFE IS LESS THAN 3.50’ BELOW FINISHED GRADE, SET NEW BFE AT (−3.50’) AND UNDERPIN EXISTING FOOTINGS. SEE TYP DETAIL.LEVEL 1 NOTES:SEE NOTE 213S3.2(−3.50’)(−3.50’)SEE NOTE 3SEE NOTE 34S3.26S3.17S3.1WAL2.AL2.BL2.CL2.DL2.E1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILDING B.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. BEARING WALL TO BE 600S162−54@ 16"O/C. SEE NOTE 5 FOR ADDITIONAL INFO.8. AT UNBRACED PORTION OF WALL AT STAIR OPENING, PROVUDE A BUILT−UP GIRT. FOR ESTIMATING PURPOSES ONLY, ASSUME (2)800S162−43 WITH A 600T125 (T&B). TOP OF HEADER SHOULD MATCH TOP OF FLOOR FRAMING ELEVATION.9. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.LEVEL 2 NOTES:SEE NOTE 1@2x1016"(2) 2x10(2) 2x1010S3.1SIM6S3.1SIMSEE NOTE 7SEE NOTE 85S3.44S3.2WAL2.AL2.BL2.CL2.DL2.EW9WAL2.AL2.BL2.CL2.DL2.EW91. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILDING B.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. BEARING WALL TO BE 600S162−54@ 16"O/C. SEE NOTE 5 FOR ADDITIONAL INFO.8. AT UNBRACED PORTION OF WALL AT STAIR OPENING, PROVUDE A BUILT−UP GIRT. FOR ESTIMATING PURPOSES ONLY, ASSUME (2)800S162−43 WITH A 600T125 (T&B). TOP OF HEADER SHOULD MATCH TOP OF FLOOR FRAMING ELEVATION.9. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.LEVEL 3 NOTES:SEE NOTE 16S3.1SIM7S3.1SIM10S3.1CW − SEE NOTE 6CW − SEE NOTE 610S3.1SIM6S3.1SIM@2x1016"(2) 2x10SEE NOTE 7SEE NOTE 8W174S3.2WAL2.AL2.BL2.CL2.DW91. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILDING B.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. BEARING WALL TO BE 600S162−54@ 16"O/C. SEE NOTE 5 FOR ADDITIONAL INFO.8. AT UNBRACED PORTION OF WALL AT STAIR OPENING, PROVUDE A BUILT−UP GIRT. FOR ESTIMATING PURPOSES ONLY, ASSUME (2)800S162−43 WITH A 600T125 (T&B). TOP OF HEADER SHOULD MATCH TOP OF FLOOR FRAMING ELEVATION.9. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.LEVEL 4 NOTES:17S3.118S3.119S3.19S3.4@2x1216"@2x1216"@2x1216"(2) 2x12(2) 2x12@2x1216"@2x1016"10S3.1SIM6S3.1SIMSEE NOTE 7SEE NOTE 84.51. TYPICAL FLOOR & ROOF CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. EXTERIOR WALL CONSTRUCTION IS 5/8" SPAN RATED WOOD STRUCTURAL PANELS (PLYWOOD OR OSB) ON 2X6 STUDS AT 16"oc NAILED AT 4"oc AT PANEL EDGES WITH 0.131"x2.5" NAILS. NAILS IN FIELD OF PANEL SHALL BE NO MORE THAN 12"oc. PANELS SHALL BE INSTALLED WITH LONG DIMENSION ACROSS STUDS. ALL JOINTS IN WOOD STRUCTURAL PANELS SHALL OCCUR OVER FRAMING OR SOLID BLOCKING. 4. WOOD IN CONTACT WITH CONCRETE, STONE, OR MASONRY TO BE PRESSURE TREATED.BRIDGE B/D:BUILDING BBUILDING DBUILDING E3AB-S1.11AB-S1.1D/E BRIDGE TO REMAIN2AB-S1.14AB-S1.1ROOF PLANW8X24 (SLOPED)W8X24 (SLOPED)@2x816"1.5" SEISMIC JT.L2.BL2.CL2.DL2.BL2.CL2.DWAL2.BL2.CL2.D1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILDING B.2. TYPICAL ROOF CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.ROOF NOTES:@2x616"CW − SEE NOTE 6CW − SEE NOTE 69S3.18S3.110S3.4W17SEE NOTE 1STEEL FRAMING − SEE PLANFASTEN SHEATHING TO STEEL W/ HITLI X−U @ 6" oc. JOISTS − SEE PLANBLOCKING2x. RIPPED TO FIT. FASTEN TO STEEL FLANGES T&B W/ HILTI X−U @ 6" OC.WALL STUDS. FASTEN TO FLOOR/ROOF JOISTS W/ (5) 0.131"x3" NAILSBLOCKINGFLOOR FRAMING − SEE PLANFLOOR SHEATHING − SEE PLANSIMPSON LUC26Z HANGER. FASTEN TO 2X.ROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN3/8" END PLATE1 1/2" NONSHRINK GROUTWT4x14x4". SLOPE WEB TO MATCH ROOF SLOPE. MIN DEPTH=1".1/4"BEAM POCKET − GROUT SOLIDSHEATHING2x FRAMING − SEE PLAN.FASTEN END MEMBER TO EX. WALL W/ (2) SIMPSON TITENS (T&B), STAGGERED, @ 12" OC. EMBED 4" INTO EX. WALLEX. WALLWT4x14x6". SLOPE WEB TO MATCH ROOF SLOPE. MIN DEPTH=1".SHEATHING − SEE PLANSTEEL FRAMING − SEE PLANROOF SHEATHING − SEE PLAN2X JOISTS − SEE PLANMAINTAIN 1.5" SEISMIC JT BETWEEN EX. WALL AND WOOD JOISTS/SHEATHING. (TYP VERTICALLY)JOISTS − SEE PLANA−ASIMPSON CSHP18. FASTEN TO WALL MEMBERS @ ROOF AND FLOOR W/ (8) 0.131"x2 1/2" NAILS DOUBLE 2X6 WALL MEMBER @ ENDSEE SECTION 1 FOR ADDITIONAL INFO.L2.AL2.AL2.A3AB-S1.11AB-S1.12AB-S1.14AB-S1.1FLOOR PLAN@2x816"DOUBLE 2X FRAMING @ OPENING (TYP)DOUBLE WALL STUD HANGER AND DOUBLE ROOF FRAFTER @ OPENING HEADERS.BUILDING BBUILDING D1.5" SEISMIC JT.STEEL FRAMING − SEE PLANWT1/2"x6" STEE PLATE W/ 3" LONG SLOTTED HOLES. POSITION THREADED ROD IN CENTER OF HOLE1 1/2" NONSHRINK GROUT1/4"1/2" THREADED ROD. EMBED 6" INTO EX. MASONRY. FASTEN W/ ACRYLIC ADHESIVE.A−ASECTIONPLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedAB-S1.1AB CONNECTOR& BRIDGE PLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/203/4" = 1'-0"AB-S1.11SECTION3/4" = 1'-0"AB-S1.12SECTION3/4" = 1'-0"AB-S1.13SECTION3/4" = 1'-0"AB-S1.14SECTION WAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.GL2.HL2.HL2.JL2.KL2.ML2.NL2.1L2.LL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L11S3.1BUILDING BF4.0−1.67NOTES:1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.5. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.16. FX.XXINDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO. XX.XXDENOTES BOTTOM OF FOOTING ELEVATION. 7. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER PLACED OVER CRUSHED STONE. SEE TYP SLAB ON GRADE DETAIL. SEE TYP SLAB−ON−GRADE REPLACEMENT DETAIL FOR ATTACHMENT TO EX. ADJACENT CONCRETE SLAB−ON−GRADE.8. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.SEE NOTE 4 (TYP)F3.0−1.67SEE NOTE 713S3.3F3.0−1.67ALIGN EDGE OF FOOTING W/ FACE OF WALLHSS4x4x1/4BUILT UP CFMF POSTPSL 3 1/2 x 5 1/42S3.5F3.0F3.02S3.5SIMPSL 3 1/2"x3 1/2"9S3.5HSS5x5x1/4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.0 SBBUILDING BLEVEL SBFOUNDATIONPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.GL2.HL2.HL2.JL2.KL2.ML2.NL2.1L2.LL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L12S3.1NOTES:1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS, AND #5 HORIZONTAL AT DOOR HEAD ELEVATIONS ACROSS ENTIRE SIDE OF SHAFT. ALL CELLS TO BE FULLY GROUTED.5. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.6. PROVIDE UNDERPINNING, AS REQUIRED, AT EXIST. FOOTINGS ADJACENT TO ELEVATOR PIT.7. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.−5.00PIT EL.15S3.1(2) 2x10@2x616"16S3.1SIM14S3.27S3.3SIM12S3.2SIM15S3.2SIM@2x816"2S3.3SIM7S3.1SIMLUS28 (TYP)16S3.3SIM16S3.3SIM@2x1212"@2x1212"(2) 2x12HUC210−2 LUS210 (TYP)PT 2x12 LEDGER. FASTEN TO WALL W/ (3) 1/4" X3 1/4" TITENS @ 8" O/C. (TYP)EX. WOOD COL (TYP)POURED GYPSUM OVERLAY OVER RIGID INSULATION. SEE TYPICAL GYPSUM LEVELING DETAIL7S3.4W171S3.52S3.5STAIR INFILL2S3.5SIM@2x616"8S3.5BEARING WALL BY OTHERSFASTEN STAIR STRINGERS TO BRG WALL STUDS. PROVIDE 2x10 SLOPED BLOCKING. FASTEN BLOCKING TO STUDS W/ (4) 0.131"X2 1/2" TOENAILS@ EA END. 9S3.5ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.0BBUILDING BLEVEL BFOUNDATION &FRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.GL2.HL2.HL2.JL2.KL2.ML2.NL2.1L2.LL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L14S3.116S3.113S3.11. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.5. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS, AND #5 HORIZONTAL AT DOOR HEAD ELEVATIONS ACROSS ENTIRE SIDE OF SHAFT. ALL CELLS TO BE FULLY GROUTED.6. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.NOTES:14S3.1SIM15S3.1SIM(2) 2x10@2x616"14S3.2SIM12S3.215S3.27S3.3@2x816"2S3.3SIM7S3.1SIMLUS28 (TYP)8S3.3SIM16S3.3SIM16S3.3SIM4S3.4SIM5S3.4SIM7S3.5W172S3.52S3.5SIMPOURED GYPSUM OVERLAY OVER RIGID INSULATION. SEE TYPICAL GYPSUM LEVELING DETAILBEARING WALL BY OTHERSFASTEN STAIR STRINGERS TO BRG WALL STUDS. PROVIDE 2x10 SLOPED BLOCKING. FASTEN BLOCKING TO STUDS W/ (4) 0.131"X2 1/2" TOENAILS@ EA END. @2x616"8S3.5SIM9S3.5ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.1BUILDING BLEVEL ONEFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.3. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS, AND #5 HORIZONTAL AT DOOR HEAD ELEVATIONS ACROSS ENTIRE SIDE OF SHAFT. ALL CELLS TO BE FULLY GROUTED.4. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.5. INFILL: 2X6 @ 16" O/C. FASTEN TO HEADERS/TRIMMERS W/ (3) 0.131"X3" TOENAILS @ EA END. OVERLAY W/ 3/4" SHEATHING. NOTES:15S3.1SIM@2x616"16S3.1SIM(2) 2x107S3.3SIM12S3.2SIM15S3.2SIM14S3.1SIM14S3.1SIM13S3.1SIM@2x816"2S3.3SIM7S3.1SIMLUS28 (TYP)8S3.3SIM4S3.45S3.4SEE NOTE 58S3.43AB-S1.11AB-S1.14AB-S1.1POURED GYPSUM OVERLAY OVER RIGID INSULATION. SEE TYPICAL GYPSUM LEVELING DETAILBEARING WALL BY OTHERSFASTEN STAIR STRINGERS TO BRG WALL STUDS. PROVIDE 2x10 SLOPED BLOCKING. FASTEN BLOCKING TO STUDS W/ (4) 0.131"X2 1/2" TOENAILS@ EA END. @2x616"14S3.2SIM8S3.5SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.2BUILDING BLEVEL TWOFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.3. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS, AND #5 HORIZONTAL AT DOOR HEAD ELEVATIONS ACROSS ENTIRE SIDE OF SHAFT. ALL CELLS TO BE FULLY GROUTED.4. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.5. INFILL: 2X6 @ 16" O/C. FASTEN TO HEADERS/TRIMMERS W/ (3) 0.131"X3" TOENAILS @ EA END.NOTES:15S3.1SIM(2) 2x10@2x616"16S3.1SIM7S3.3SIM12S3.2SIM15S3.2SIM14S3.1SIM14S3.1SIM13S3.1SIM@2x816"2S3.3SIM7S3.1SIMLUS28 (TYP)8S3.3SIM16S3.316S3.3SIM16S3.3SIM16S3.3SIMSEE NOTE 53AB-S1.11AB-S1.14AB-S1.1POURED GYPSUM OVERLAY OVER RIGID INSULATION. SEE TYPICAL GYPSUM LEVELING DETAILBEARING WALL BY OTHERSFASTEN STAIR STRINGERS TO BRG WALL STUDS. PROVIDE 2x10 SLOPED BLOCKING. FASTEN BLOCKING TO STUDS W/ (4) 0.131"X2 1/2" TOENAILS@ EA END. @2x616"14S3.2SIM8S3.5SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.3BUILDING BLEVEL THREEFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS, AND #5 HORIZONTAL AT DOOR HEAD ELEVATIONS ACROSS ENTIRE SIDE OF SHAFT. ALL CELLS TO BE FULLY GROUTED.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. NOTE NOT USED.5. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.6. INFILL: 2X6 @ 16" O/C. FASTEN TO HEADERS/TRIMMERS W/ (3) 0.131"X3" TOENAILS @ EA END.NOTES:15S3.1SIM@2x616"(2) 2x1016S3.1SIM7S3.3SIM12S3.2SIM15S3.2SIM14S3.1SIM14S3.1SIM13S3.1SIM19S3.19S3.4@2x816"2S3.3SIM7S3.1SIMLUS28 (TYP)8S3.3SIM16S3.3SIM16S3.3SIM16S3.3SIM16S3.3SIM6S3.4SEE NOTE 6POURED GYPSUM OVERLAY OVER RIGID INSULATION. SEE TYPICAL GYPSUM LEVELING DETAILBEARING WALL BY OTHERSFASTEN STAIR STRINGERS TO BRG WALL STUDS. PROVIDE 2x10 SLOPED BLOCKING. FASTEN BLOCKING TO STUDS W/ (4) 0.131"X2 1/2" TOENAILS@ EA END. @2x616"14S3.2SIM8S3.5SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.4BUILDING BLEVEL FOURFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. 4X6 BRACING. FLAT @ CORRIDOR WALL. VERT @ OTHER LOCATIONS.3. SHIFT ANCHOR LOCATIONS TO FASTEN TO SOLID MASONRY.ATTIC NOTES:SEE NOTE 2(FLAT) (TYP)CLSEE NOTE 33S3.54S3.55S3.56S3.5SEE NOTE 2 (TYP)SEE NOTE 2 (TYP)SEE NOTE 2(TYP)SEE NOTE 2 (FLAT)5S3.5SIM6S3.5SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"B-S1.5BUILDING BATTIC FRAMINGPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description DateUpdated Set forConstruction4/3/20 L2.FL2.GL2.HL2.JL2.KL2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 2X6 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.LEVEL 1 NOTES:BUILT−UP CFMF POSTON 6" (MIN) SOG. VIF.1S3.2L2.FL2.GL2.HL2.JL2.KL2.L@2x1012"@2x1016"@2x1016"@2x1016"SWSWSWSWLEVEL 2 NOTES:1. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. "SW" INDICATES INTERIOR SHEAR WALL. TYPICAL INTERIOR SHEAR WALL CONSTRUCTION IS 1/2" SHEATHING ON 2X6 STUDS AT 16"oc NAILED AT 4"oc AT PANEL EDGES WITH 0.131"x2.5" NAILS. NAILS IN FIELD OF PANEL SHALL BE NO MORE THAN 12"oc. PANELS SHALL BE INSTALLED WITH LONG DIMENSION ACROSS STUDS. ALL JOINTS IN SHEATHING SHALL OCCUR OVER FRAMING OR SOLID BLOCKING.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 2X6 STUDS AT 16"oc. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.6. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.1S3.1SIM2S3.3SIM2S3.3SIM@2x10 16" @2x10 16"SWSW(3) 1 3/4x9 1/4 LVLLUS28 @ GIRDER (TYP)HU610. FASTEN TO WALL W/ MASONRY SCREWS. (TYP)LUS28−2. FASTEN TO WALL W/ MASONRY SCREWS. (TYP)(2) 2x10 ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"C-S1.1BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/19Updated Set forConstruction4/3/20 OAL2.AL2.BL2.CO1O2O3O4O54.51. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. NOT USED4. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.5. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.6. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.17. NOT USED 8.NOT USED9.WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.10. STEP NEW FOOTING AS RERQUIRED TO MATCH EXISTING BFE. DO NOT UNDERMINE EXISTING STRUCTURE.11.NEW FOOTING SUBBASE PREPARATION: REMOVE ALL NON−COMPACTED BASE MATERIAL AND REPLACE WITH A COMPACTED GRANULAR FILL. PROVIDE A MINIMUM OF 18" OF GRANULAR FILL UNDER NEW FOOTING. NEW WALL ABOVE TO BE 3−WYTHE BRICK WALL. PROVIDE VERT #4 @ 48" O/C. PROVIDE HORZ #4 @ TOW AND AT EACH FLOOR LEVEL AND AT WINDOW HEAD ELEVATION.LEVEL 1 NOTES:1S3.4(−4.00’)SFSFSEE NOTE 10SEE NOTE 10REBUILD EXIST. WALL −SEE NOTE 11OAO1O2O3O4O54.51. NOT USED2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. NOT USED5. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.6. PROVIDE NEW STEEL LINTELS ABOVE BRICK ARCH AND REBUILD ARCH BELOW (2 WINDOWS TOTAL @ SOUTHEAST CORNER).7. NOT USED8. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.LEVEL 2 NOTES:POST UP (TYP OF 4)SEE NOTE 617S3.31S3.415S3.3(2) 600S162−43, 1 PAIR, EF OF EX. NOTCHED COLUMN. (TYP UON) ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"D-S1.1BUILDING DPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 UPDN1AB2NO WORK AT THIS LEVELLEVEL 1 NOTES:1AB2NO WORK AT THIS LEVELLEVEL 2 NOTES:ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"E-S1.1BUILDING EPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 1.WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.2.TYPICAL FLOOR CONSTRUCTION IS 3" NORMAL−WEIGHT CONCRETE ABOVE FLUTES OF 2", 18 GAGE COMPOSITE STEEL DECK (5" TOTAL THICKNESS) REINFORCED WITH 6X6 W2.9XW2.9 WELDED WIRE FARIC, SUPPORTED ON CMU WALLS AS SHOWN. SEE PLAN FOR SPAN ORIENTATION. FOR LIMITS OF FLOOR, SEE ARCH DWGS.MAX UNSHORED SPAN SHALL BE THE LESSER OF MANUFACTURER’S RECOMMENDATIONS OR:SINGLE SPAN: 8’−6"DOUBLE SPAN: 10’−6"TRIPLE SPAN: 10’−10"3.8" CMU WALL −SEE SECTION.4.SUMP TANK. MAX OPERATIONG WEIGHT 13,500LBS. TANK TO BE MOUNTED ON CURB OR OTHER SUPPORT TO EVENLY DISTRIBUTE LOAD. SEE ARCH & M/P DWGS.5.(4)W6x26 BEAMS. COORD WITH UNIT PURCHASED. INSTALL BEAMS ON A CONTINUOUS PAD OF 3/4" OF NON−SHRINK GROUT. ANCHOR EACH END OF BEAM TO CONCRETE SLAB. FOR ANCHOR ROD INFO, SEE CURB ANCHORAGE TO SLAB FOR COOLING TOWER ON BUILIDNG F. LEVEL 1 NOTES:8S3.2SEE NOTE 2SEE NOTE 3 (TYP)SEE NOTE 4SEE NOTE 5LEVEL 2 NOTES:NO WORK AT THIS LEVEL1. ROOF CONSTRUCTION IS 3" LIGHT−WEIGHT CONCRETE ABOVE FLUTES OF 3", 18 GAGE COMPOSITE STEEL DECK (6" TOTAL THICKNESS) REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC, SUPPORTED ON EXISTING STEEL FRAMING AS SHOWN. SEE PLAN FOR SPAN ORIENTATION.2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS.3. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).4. (X) INDICATES NUMBER OF 0.75" X 3.5" HEADED SHEAR STUDS. FOR ALL BEAMS IN AREAS OF COMPOSITE SLABS WITHOUT STUDS SHOWN, PLACE STUDS @ 2’−0" O/C.5. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.LOW ROOF NOTES:SEE NOTE 1S3.210W12X16W12X169S3.210S3.5MECH UNIT −SEE MEP DWGSGALV W6X15 (TYP). COORD. LENGTH AND POSITION W/ UNIT PURCHASED. MAX CANTILEVER BEYOND GROUT PAD=18".EX. FRAMING.9"GROUT PAD CENTERED OVER UNIT SUPPORT FRAMING AND EX. BEAM.11S3.5HSS9X9X1/2HSS9X9X1/2 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS.2. CONNECTION FROM WIND GIRT TO COLUMN TO BE DESIGNED FOR A HORIZONTAL AND AXIAL LOAD OF 5.0KIPS.3. WIND GIRTS, COLUMNS AND CONNECTIONS TO BE HOT DIP GALVANIZED. ANY FIELD WELDS SHALL BE PAINTED WITH A ZINC−RICH PRIMER. PROVIDE VENT HOLE @ BASE OF COLUMN.4. COLUMNS TO RECEIVE A 1/4" CAP PLATE, SEAM WELDED TO HSS.5. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).6. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.HIGH ROOF NOTES:7S3.2SEE NOTES 2, 3, 4 &5(TYP)6S3.2HSS9X9X1/2HSS9X9X1/2 ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"F-S1.1BUILDING FPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16" @2x8 16"@2x8 16" @2x8 16" @2x8 16" @2x8 16"@2x8 16"1. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS & ELEVATIONS.3. NOTE NOT USED.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. INTERIOR BEARING WALLS TO BE LOCATED UNDER NEW WALLS ABOVE, OR AS SHOWN ON THE PLANS. WALLS SUPPORTING 2X8s SHALL HAVE A MAX SPACING OF 11’−6" o/c. WALLLS SUPPORTING 2X10s SHALL HAVE A MAX SPAING OF 14’−3"o/c.7. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.8. HOT WATER STORAGE TANKS. MAX OPERATING WEIGHT=3600LBS EA. PROVIDE ADDITIONAL BEARING WALL UNDER EACH WATER TANK. PROVIDE BLOCKING BETWEEN FLOOR JOISTS @ BEARING WALL LOCATIONS.9. PROVIDE HEADER ABOVE. SEE PART PLAN, BELOW.10. EXISTING BRICK WYTHES ON THE INTERIOR FACE OF THE NORTH WALL AND EAST FACE OF THE EAST WALL HAVE DELAMINATED. REMOVE EXISTING BRICK AT DELAMINATED WYTHES. INSTALL H&B 2−SEAL CONCRETE SEAL TIES @ 24" O/C (HORZ) AND 16" O/C (VERT). REBUILD FAILING BRICK WYTHES.LEVEL 1B NOTES:2S3.31S3.1SIM11S3.3SIM2S3.3SIM11S3.3SIM11S3.3SIM11S3.3SIM2S3.3SIM2S3.3SIM1S3.1SIM@2x8 16"@2x8 16"@2x8 16"@2x8 16" @2x8 16"8S3.2SEE NOTE 8SEE NOTE 9SEE NOTE 1018S3.3W8X18W8X18EXIST. WALL TO REMAIN. 3’−0" LONG, MIN.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"G/H-S1.1BUILDING G/HPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20PART PLAN −HEADER NOTES:1. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.2. HELICAL PILES WITH UNDERPINNING BRACKETS AT EACH PIER (10’ O/C). SEE CIVIL DRAWINGS FOR FILL AND BANK PROTECTION.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. TYPICAL FLOOR CONSTRUCTION IS 3/4", PRESSURE TREATED, TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.5. INTERIOR BEARING WALLS TO BE LOCATED UNDER NEW WALLS ABOVE, OR AS SHOWN ON THE PLANS. WALLS SUPPORTING 2X8s SHALL HAVE A MAX SPACING OF 11’−6" o/c. WALLLS SUPPORTING 2X10s SHALL HAVE A MAX SPAING OF 14’−3"o/c.SEE NOTE 2 (TYP)JM BRIDGE − SEE M−S1.1 FOR MORE INFO.SEE NOTE 414S3.311S3.3SIM11S3.3SIM2S3.3SIM2S3.3SIM2S3.3SIM11S3.3SIM11S3.3SIM1S3.1SIM11S3.3SIM11S3.3SIM11S3.3SIMABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"J-S1.1BUILDING JFOUNDATIONPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 NOTES:1. TYPICAL FLOOR CONSTRUCTION IS 3/4", PRESSURE TREATED, TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. BRICK PIERS AT COLUMNS TO BE REPOINTED AND REPLACED AS NECESSARY. (TYP OF 27).3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.5. CMU WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT ENDS, CORNERS, 4’oc, AND OPENINGS. PROVIDE #4 HORIZONTAL AT TOP OF WALL AND BOTTOM OF WALL. ALL CELLS CONTAINING REINFORCING TO BE FULLY GROUTED.SEE NOTE 2310S3.31S3.34S3.3@2x8 16"11S3.3SIMPT. 2x12 SLEEPERS @ 16" o/c@ PT 2x10 SLEEPERS, RIPPED TO FIT 16"10S3.3SIM1S3.3SIM1S3.3SIM3S3.33S3.3SIM3S3.3SIM1S3.3SIM3S3.3SIM3S3.3SIM3S3.3SIM10S3.3SIM3S3.3SIM10S3.3SIM1S3.3SIMBLOCKING − SEE 1/S3.3@PT 2x10 SLEEPERS, RIPPED TO FIT16"@PT 2x10 SLEEPERS, RIPPED TO FIT16"5S3.3REPOINT & DRYPACK.TYP OF 4, THIS LINE2S3.43S3.42S3.2ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"M/K-S1.1BUILDING M & KLEVEL 1 PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/20 1’ − 0"8"1’ − 6"1’ − 6"8"7"1’ − 2"ELEVATOR PIT DETAIL#4@12"oc HORZ #4@16"oc VERT 20"x2’−0"x6" DEEP HOOK BARS AT SEE ARCH AND ELEVATOR DWGS FOR SILL DETAILS2x4 SHEAR KEY MASONRY WALL BEYOND− SEE ARCH #4@(4)#4 EXTEND 2’−0" PAST DOOR JAMB ON EACH SIDE2’−8"3’−0"CONTINUOUS WATERSTOP FOUR SIDES #4@10"oc EW, TOP & BOT#4x4’−0" DOWELS TO MATCHVERTICAL MASONRYANCHOR RODS −(4) 3/4" F1554, Gr. 36, EMBED. 9". (UON)FOOTING, SEE STEEL COLUMN, SEE BASEPLATE − 10"x3/4"x10" (UON)TYPICAL INTERIOR COLUMN BASEPLATE & FOOTING DETAIL2" NON−SHRINK 1 1/2" (TYP)(UON)SLAB ON 3/8" CRUSHED STONE −DEPTH VARIESEXISTING COPACTED FILLTYPICAL SLAB ON GRADE REPLACEMENT DETAILVAPOR 1/2"x12" SMOOTH DOWEL @ 4’o/c (2 MIN./SIDE), DRILL AND GROUT INT EXISTING SLAB. EMBED 6"EXISTING SLAB ON GRADEWWFNEW SLAB ON GRADE − MATCH DEPTH OF EXIST. MIN. 5"SAW CUT AS SOON AS CONCRETECONCRETE BRICK OR BLOCK1 1/2"WWTYPICAL SLAB ON GRADE CONSTRUCTION JOINT3/4"1 1/2" CLEARSTOP MESH AT JOINTVAPOR D/3D SLAB DEPTHWWTYPICAL SLAB ON GRADE CONTROL JOINTSLAB ON 3/8" CRUSHED STONE −9" DEEPEXISTING COMPACTED FILLTYPICAL SLAB ON GRADE DETAILVAPOR WWFNEW SLAB ON GRADE − SEE PLAN FOR DEPTH.EXISTING DRY PACK UNDERPINNIN4’ − 0"4’ − 0"4’ − 0"AABBCCSEQUENCE1. EXCAVATE APPROACH AND UNDERPINNING PITS FOR LOCATIONS "A". PLACE SHEETING AND BRACING AND GROUT AS REQUIRED TO PREVENT COLLAPSE OF ADJACENT SOIL. APPROACH PITS SHALL BE THE SAME WIDTH AS UNDERPINNING PITS. 2. PLACE CONCRETE FOR LOCATIONS "A". DRY−PACK GROUT SOLID BETWEEN TOP OF UNDERPINNING AND BOTTOM OF EXISTING FOUNDATION AS SOON AS POSSIBLE AFTER CONCRETE HAS ACHIEVED 750PSI STRENGTH (ABOUT 12 HOURS).3. AFTER DRY−PACK FOR LOCATIONS "A" HAS BEEN IN PLACE FOR AT LEAST 24 HOURS, REPEAT PROCESS FOR LOCATIONS "B".4. AFTER DRY−PACK FOR LOCATIONS "B" HAS BEEN IN PLACE FOR AT LEAST 24 HOURS, REPEAT PROCESS FOR LOCATIONS "C". OTHER WORK IN AREA MAY START AT THIS TIME.MATERIALS1. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH f’c=4000psi2. DRY−PACK GROUT SHALL CONSIST OF 1 PART PORTLAND CEMENT MIXED WITH 2 PARTS DAMP SAND3. ALL SHEETING AND BRACING TO REMAIN IN PLACE MUST BE TREATED WOOD OR SOME OTHER MATERIAL RESISTANT TO DECOMPOSITION.TYPICAL WALL F1554 ANCHOR RODS W/ LEVELING NUTS, GR. 36. EMBED 10" (UON).2 TIES @ 3" #3 TIES @ 12" VERTICAL BARS W/ STD PIERFACE OF WALL WALL FOOTING COLUMN FOOTING − SEE SCHEDULEBASEPLATESTEEL COLUMN1’ − 4"1’ − 4"TIES − SEE SECTION FOR (4)#8 VERTICAL P1TYPICAL COLUMN PIER & FOOTING DETAILScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedS2.1TYPICAL DETAILSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063Structural Foundation ScheduleType Length WidthFoundationThicknessType CommentsF3.0 3’ − 0" 3’ − 0" 1’ − 0" (4)#5 EWF4.0 4’ − 0" 4’ − 0" 1’ − 0" (5)#5 EWNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/19Updated Set forConstruction4/3/20 1/4" BENT ELEVATOR SHAFT3/4"x6" HEADED STUD @ 18" 1/42"@1'-0"TYPEDGE OF SLAB @ ELEVATOR SHAFT3/4"=1’−0"NOTES:1. SEE EDGE OF SLAB/OPENING REINFORCING DETAIL FOR ADDITIONAL INFORMATION.2’ − 0"2’−0"MAXPROVIDE CONTINUOUS SUPPORT FOR WWF @ 36" OC. SHOW ON SHOP DRAWINGS WWSLAB ON DECK −CELL CLOSURE AND POUR STOP BY DECKING INSTALLER#4 WITH STANDARD HOOK @ 12" OC −#4 CONT − SEE NOTE .PROVIDE CFMF POUR STOP WHEN LESS THAN OR EQUAL TO 9". IF GREATER THAN 9", PROVIDE BENT PLATE − SEE WALL SECTION FOR INFO.PROVIDE CONTINUOUS SUPPORT FOR WWF @ 36" OC − SHOW ON SHOP DRAWINGS.SLAB ON DECK −EDGE OF SLAB OR OPENINGWW#4 WITH STANDARD HOOK @ 12" OC − SEE NOTES 1&2#4 CONT − SEE NOTE EDGE OF SLAB/OPENING REINFORCING DETAIL3/4"=1’−0"NOTES:1. PROVIDE HOOKED BARS AND CONTINUOUS #4 AT OPENING EDGES GREATER THAN 2’−0".2. PROVIDE HOOKED BARS IN A RADIAL ARRANGEMENT @ CORNERS.3. PROVIDE #4 BAR x 2’−0" LONG DIAGONAL BAR AT ALL RE−ENTRANT CORNERS AT SLAB EDGES AND OPENINGS GREATER THAN 12"X12".4. REBAR TO BE PLACED AS CLOSE TO THE TOP OF SLABS AS POSSIBLE WHILE MAINTAINING MINIMUM REQUIRED COVER.2’ − 0"TOP PLATE OF WALL AT UNDERSIDE OF FLOOR SHEATHINGFLOOR FRAMING −SEE PLAN2X4 NAILER AT EACH FACE OF WALLSOLID BLOCKING BETWEEN STUDS AT CEILING LEVEL AND ALL JOINTS IN WALL SHEATHING.WALL SHEATHING CONTINUES UP TO UNDERSIDE OF FLOOR SHEATHINGTYPICAL INTERIOR SHEAR WALL DETAILSTEEL FRAMING − SEE PLAN DECK OPENING − COORDINATE SIZE WITH MEP L4x4x5/1T/S TO MATCH ROOF T/S L4x4x5/16" LONG (TYP OF 4)NOTE: SEE EDGE OF SLAB/OPENING DETAIL FOR REQUIRED ADDITIONAL SLAB REINFORCEMENT1/41/4TYP1/4TYPAS3.1AS3.1SECTIONNTST/S(+TYPICAL DECK OPENING FRAME DETAILNTSPOST UP. SEE PLANS FOR SIZE AND LOCATION.BASEPLATE − SEE COL SCHEDULE(4) 3/4" DIA. A325 BOLTS.STEEL BEAM − SEE 3/8" FITTED TYPICAL POST UP DETAILSTEEL COL. SEE PLANS FOR SIZE AND LOCATION.CAPPLATE − SEE PLAN(4) 3/4" DIA. A325 BOLTS.STEEL BEAM − SEE 3/8" FITTED TYPICAL CAP PLATE DETAIL @ STEEL GIRDERSTEEL COL. SEE PLANS FOR SIZE AND LOCATION.CAPPLATE − SEE PLANWOOD BEAM − SEE TYPICAL CAP PLATE DETAIL @ WOOD BEAM(4) 1/4" x 2.5"SDS SCREWS @ 5", CENTERED ON PLATE. PRE−DRILL STEEL PLATE. SHIM AS REQUIREDD/5 MAXNO HOLES OR NOTCHES ARE PERMITTED IN SHEAR WALL BORED HOLE AND NOTCH LOCATIONS IN WALLS18" MIN.0.35D MAX1 1/2" MIN.’D’’D’IF EXISTING CONSTRUCTION DOES NOT MEET THE REQUIREMENTS OF THIS DETAIL, NOTIFY ENGINEER IMMEDIATELY.JOISTMAX HOLE DIA. D/3 ACTUALDJOIST/RAFTER HOLE LIMITATIONSUSE THIS DETAIL FOR SAWN LUMBER. FOR ENGINEERED WOOD PRODUCTS, CONSULT WITH MANUFACTURER’S LIMITATIONS.IF EXISTING CONSTRUCTION DOES NOT MEET THE REQUIREMENTS OF THIS DETAIL, NOTIFY ENGINEER IMMEDIATELY.DIA.<D/6 IN THIS REA1.2*DLARGER DIA.MIN. 4X(TYP T&B)2 1/2" MIN.EX. 2X DAMAGE/ROT @ EX SISTERED LVL − MATCH DEPTH OF EX. SIMPSON SDS SCREWS − 3 1/2" LONG @ 12" O/C ’d’5*d (MIN)3/4"=1’−0"TYP WOOD JOIST REPAIR/SISTER EX WOOD STUD WALL. CONTRACTOR TO PROVIDE SHORING AS REQUIRED.REPLACE ROTTED/DAMAGED SILL PLATE WITH PT MEMBER. MATCH EXISTING DIMENSIONS. FASTEN TO FOUNDATION WALL ACRYLIC ADHESIVE WITH 3/4" DIA THREADED ROD, EMBED 6" @ 48" O/C.EX MASONRY FOUNDATION 3/4"=1’−0"TYPICAL SILL REPAIR MAX 1’−4"2x BLOCKING EACH TYPICAL FRAMING AT FLOOR AND ROOF OPENINGS UP TO 16" WIDETYPICAL FRAMING AT FLOOR AND ROOF OPENINGS UP TO 32" WIDEDOUBLE 2x HEADER EACH DOUBLE 2x HEADER EACH SIDESHEATHING − COORD WITH ARCHITECTURAL DRAWINGS.2x8@16"o/c, SPAN SHORT DIRECTION2X8 RIM BOARDPT PLATE. FASTEN TO TOW W 1/4"x6" MASONRY SCREW @ 16"o/cCMU SHAFTTYPICAL ELEVATOR SHAFT −TOP OF WALL NTS3/8" END PLATEHOIST BEAM − GROUT SOLID AROUND BEAM AFTER INSTALLATION. SEE NOTE.3/4" NON−SHRINK GROUTCMU SHAFTTYPICAL ELEVATOR HOIST BEAM DETAILNTS1/4"1/4"HOIST BEAM TO BE PROVIDED BY ELEVATOR MANUFACTURER. CONFIRM WITH SELECTED ELEVATOR.SEE ELEVATOR CUT SHEETS FOR HOIST BEAM ORIENTATION AND ELEVATION.SHEATHING − SEE PLANFRAMING − SEE PLANWOOD PLATECFMF WALL STUDS @ 16" OC − SEE PLANELIMINATE WALL STUD −COORD LOCATION W/ ARCH W DWGS.HEADER − 4" DEEP, 18 GA CHANNEL (MIN). TOP OF CHANNEL TO ALIGN WITH UNDERSIDE OF TRACK. FASTEN TO TRACK W/ #12 SCREWS − 1 @ EA END AND 1@ MIDSPAN.TYPICAL OPENING IN CRAWL SPACE BEARING WALLCFMF TRACKCHANNEL. FLAT FACES BACK TO BACK. FASTEN TO TRACK/WALL STUD W/ (3)#12 SCREWS AND TO HEADER W/ (3)#12 SCREWS.EX. SHEATHING1" LAYERS OF RIGID INSULATION, 40 PSI (MIN). CHAMFER CORNERS.POURED GYPSYM OVERLAY. MIN THICKNESS=1" MAX THICKNESS= 2 1/2".WIRE LATH PER MANUFACTURER’S RECOMMENDATIONS @ ALL INSULATION JOINTS W/ VERTICAL DIFFERENTIALSEE GYPSUM MANUFACTUER’S RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS. TYPICAL GYPSUM LEVELING DETAILNTSScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedS2.2TYPICAL DETAILSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/19Updated Set forConstruction4/3/20 BUILDING A - LEVEL 1 -OLD50' - 1 7/8"BUILDING A - LEVEL 1 -NEW55' - 4 7/8"SEE ARCH DWGS FOR WALL LOCATIONS.SHEATHING −SEE PLANFRAMING −SEE PLANSOLID BLOCKINGTOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PIECE OF BLOCKING WITH (2) #10 x 2" SELF−DRILLING, TAPPING SCREWS.BEARING/SHEAR WALL −SEE PLANFRAMING ELEVATIONS SHOWN APPLY AT BUILDING A ONLY. FOR OTHER BUILDINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS FOR ELEVATIONS.BOTTOM TRACK −600T125−43 (MIN) FASTEN TO CONCRETE WITH 3/16" x1" TITEN SCREW. THIRD PARTY CFMF ENGINEER MAY SUBSTIUTE ANCHOR.LAP BEAMS. FASTEN TOGETHER WITH (6) 0.131"x3" NAILS. CENTER OVERLAPPING FACES OVER WEB OF CFMF WALL STUD. EXISTING SOGELEVATIONS (VIF)AT SIM SECTIONS:BUILDING C LEVEL 1 31’−1 7/8" BUILDING G LEVEL 1 26’−5 3/8"W3BUILDING A - LEVEL 1 -OLD50' - 1 7/8"BUILDING A - LEVEL 1 -NEW55' - 4 7/8"W3SHEATHING −SEE PLANFRAMING −SEE PLANSTEEL COL −SEE PLANEXIST. 6" CONC. SLAB ON GRADE.FIELD VERIFY DEPTH.W3JOINT −SEE PLANSEE TYPICAL INTERIOR COLUMN BASEPLATE & FOOTING DETAIL. USE (4) 3/4" POST INSTALLED ADHESIVE ANCHORS. EMBED 4". (TYP)BUILDING A LEVEL 267' - 4 7/8"W3W3EXISTING SHEATHING −SEE PLANEXISTING BEAM −SEE PLANSHIM AS REQUIRED10"x3/4"x10" STEEL PLATE. SEE TYP CAP PLATE DETAIL.STEEL COL −SEE PLANW3BUILDING A LEVEL 3 ATTIC78' - 1 7/8"W3W3EXISTING BOTTOM TRUSS CHORDTHREADED ROD −SEE PLANW3#2 1/2 CLEVIS w/ 3/4" GRIP. PROVIDE PINS THROUGH STEEL PLATE AND (1) TURNBUCKLE @ CENTER OF EA. ROD.1’−4"x1/2" x10" STEEL PLATE(4) 1/4" x 2.5"SDS SCREWS @ 5", CENTERED ON PLATE. PRE−DRILL STEEL PLATE. 1 1/2" (TYP)EXISTING WALLFLOOR SHEATHING −SEE PLANSOLID BLOCKINGFLOOR FRAMING −SEE PLANWALL FRAMING −SEE PLAN1" SEISMIC JOINTTOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PICE OF BLOCKING WITH (2)#10X2" SELF−DRILLING, TAPPING SCREWS.W17BUILDING B LEVEL 260' - 7 7/8"EXISTING WALLFLOOR SHEATHING −SEE PLANFLOOR FRAMING −SEE PLANLEDGER1/4" MASONRY SCREWS (EMBED 1.5") @ 4" O/CLUS28. FASTEN TO LEDGER W (6) X 0.148"x1 1/2" FASTENERS AND TO JOIST W/ (4) 0.148"X1 1/2" FASTENERS. 1/4" MASONRY SCREWS (EMBED 1.5") @ 16" O/CBUILDING B LEVEL SB31' - 1 7/8"STEEL POST −SEE PLAN (TYP)EXIST. 6" CONC. SOG.FIELD VERIFY DEPTH.SAWCUT AND REMOVE EXIST SOG. REPLACE. SEE TYP DETAIL.SEE TYP INTERIOR COLUMN AND BASEPLATE DETAILNEW 6" SOG −SEE TYPICAL DETAILBUILDING G - Level 1B30' - 5"BUILDING B - LEVEL 150' - 1 7/8"CMU ELEVATOR SHAFT − SEE EXIST. FRAMING2X6 LEDGER. FASTEN WITH 3/8" TITEN HD (EMBED 1 3/4")@ 32" SHIM AS REQUIRED.CMU ELEVATOR SHAFT − SEE PLANEXISTING TIMBEREXISTING DECK − SUPPORT ON CMU WALL BEYONDEXIST. 12"X12" BEAM. SIZE GIVEN FOR ESTIMATING PURPOSES ONLY. VIF.PORTION OF EXIST. FRAMING TO BE REMOVED. SEE ARCH PLANSWRAP END OF BEAM WITH VAPOR BARRIER. PROVIDE (2) 1/4" SDS SCREW EACH SIDE (4 TOTAL). SDS SCREWS TO PROJECT 3" INTO MASONRY. FILL SPACE BETWEEN MASONRY AND BEAM WITH MORTAR.BASE DESIGNALTERNATE 1SEE BASE DESIGN FOR ADD’L INFO.MAX: 1/2"L8x4x7/16"x20"3/8"x5" TITEN HD. PROVIDE 4 AT TOP ROW AND 3 AT BOTTOM. HORZ. SPACING =6". VERT SPACING=5.25". STAGGER ROWS. MAINTAIN 1" EDGE DIST @ STEEL ANGLE. MAINTAIN 12" EDGE DISTANCE BETWEEN TITENS AND EDGE OF MASONRY.PROVIDE SHORING FOR EX. BEAM. SHORING TO REMAIN IN PLACE UNTIL ALL MASONRY BELOW BOND BEAM IS CONSTRUCTED AND CURED.A−AA−AELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS, AND #5 HORIZONTAL AT DOOR HEAD ELEVATIONS ACROSS ENTIRE SIDE OF SHAFT. ALL CELLS TO BE FULLY GROUTED.ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.BUILDING B LEVEL B41' - 2 7/8"5"x3/4"x12" CAP PLATE & BASE PLATE (TYP). FASTEN W/ (4) 5" LONG SDS SCREWS EA. MAINTAIN 1" EDGE DISTANCE FROM EDGE OF PLATE TO SCREW CL. SEE TYP DETAILS (SIM).POST UP −SEE TYP DETAILEXIST. FRAMINGEXIST. FRAMING TO BE DEMOLISHED −COORD W/ ARCH PLANS5"EXIST. 12"x12" BEAM. SIZE GIVEN FOR ESTIMATING PURPOSES. VIF.SHIM AS REQ’D.BUILDING A - LEVEL 1 -NEW55' - 4 7/8"SHEATHING − SEE PLANRIP FRAMING TO CLEAR CONC. PLATFORMSHIM AS REQ’DEX. CONC. PLATFORMSHEATHING − SEE PLANRIP FRAMING TO CLEAR CONC. PLATFORMSHIM AS REQ’DEX. CONC. PLATFORMBUILDING B LEVEL B41' - 2 7/8"L2.CSEE ELEVATOR PIT DETAIL AND PLANMATCH FACE OF EX. FTG4" VIFSEE TYP UNDERPINNING DETAIL.FOR ESTIMATING PURPOSES ONLY, ASSUME 2 VERT FEET OF UNDERPINNING AND PROVIDE A UNIT PRICE FOR UNDERPRINNING FOR OVER/UNDER.EXISTING FOOTING − VIFBUILDING B - LEVEL 150' - 1 7/8"SHEATHING −SEE PLANFRAMING − SEE PLANHHUS210−2@(2)2X10. PROVIDE (30)16d @ LEDGER & (10)16d @ (2)2X10. LUS26 @ FRAMING BEYOND. PROVIDE (4)10d NAILS @ LEDGER & (4)10d NAILS @ JOIST.EXISTING WALL − SEE ARCH PLANSCFMF WALL − SEE PLANHU210−2TF@(2)2x10HU26−TF@FRAMING BEYOND7S3.3EXIST. DECKING.CONT. 2x10 LEDGER. FASTEN TO 2x8 RIM W/ 0.22"X5" SIMPSON SDWS TIMBER SCREWS. PROVIDE (2) STAGGERED ROWS. MAINTAIN 1.5" EDGE DISTANCE AND 8" HORZ SPACING.2x8 RIM2X10 LEDGER. FASTEN WITH 1/4" ANCHOR ROD (EMBED 4 1/2") INSTALLED WITH ACRYLIC ADHESIVE. PROVIDE (1T&B) @ EA SIDE OF (2)2X10S AND (1T&B) @ 32" OC BEYOND.BUILDING B LEVEL 369' - 10 7/8"FLOOR SHEATHING − SEE PLANFLOOR FRAMING − SEE PLAN. FASTEN END MEMBER TO EACH WALL STUD WITH (2) #10 x 2" SELF−DRILLING, TAPPING SCREWS.CURTAIN WALL − SEE PLANROOF FRAMING − SEE PLAN. CENTER BEAM OVER WEB OF CFMF STUD.TOP TRACK − 600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PIECE OF BLOCKING WITH (2) #10x2" SELF−DRILLING TAPPING SCREWS.BEARING WALL − SEE PLANBLOCKINGROOF SHEATHING − SEE PLAN.CONT. 2X. EXTEND TO SUPPORT PERPENDICULAR FRAMING AT NORTH & SOUTH ENDS.ROOF FRAMING − FASTEN TO WALL STUD WITH (2) #10x2" SELF−DRILLING, TAPPING SCREWS.BLOCKING @ 16" o/c.ROOF SHEATHING − SEE PLANWALL FRAMING − SEE PLANROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. CENTER FRAMING OVER WEB OF CFMF WALL STUD.TOP TRACK − 600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PIECE OF BLOCKING WITH (2)#10x2" SELF−DRILLING, TAPPING SCREWS.SOLID BLOCKINGCONT. 2X.WALL − SEE PLAN. PROVIDE DEFLETION TRACK AT TOP OF WALL. TERMINATE TRACK PRIOR TO END POSTS, SUPPORTING HEADER.BUILT−UP HEADER. FOR ESTIMATING PURPOSES ONLY, USE (2)800S162−43 WITH A 800T125, T&B. DESIGN, DETAILING AND BRACING BY CFMF ENGINEER. PROVIDE BUILT−UP POST @ EA END. ROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. FASTEN END MEMBER TO EX. MASONRY WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1 TOP & 1 BOT) @ 8" O/C. EX. MASONRY WALLEX. MASONRY WALLROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. FASTEN END MEMBER TO WALL STUD WITH (2) #10x2" SELF−DRILLING, TAPPING SCREWS.SEISMIC JT − SEE PLANWALL − SEE PLANSW17ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedS3.1SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-0633/4" = 1'-0"S3.11SECTION3/4" = 1'-0"S3.12SECTION3/4" = 1'-0"S3.13SECTION3/4" = 1'-0"S3.14SECTION3/4" = 1'-0"S3.16SECTION3/4" = 1'-0"S3.17SECTION3/4" = 1'-0"S3.111SECTION3/4" = 1'-0"S3.113SECTION3/4" = 1'-0"S3.114SECTION3/4" = 1'-0"S3.115SECTION3/4" = 1'-0"S3.15SECTION1/2" = 1'-0"S3.112SECTION3/4" = 1'-0"S3.116SECTION3/4" = 1'-0"S3.110SECTION3/4" = 1'-0"S3.18SECTION3/4" = 1'-0"S3.19SECTION3/4" = 1'-0"S3.117SECTION3/4" = 1'-0"S3.118SECTION3/4" = 1'-0"S3.119SECTIONNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/19Updated Set forConstruction4/3/20 BUILDING C LEVEL 241' - 6 7/8"SHEATHING −SEE PLANFRAMING −SEE PLAN1/4" MASONRY SCREWS (EMBED 1.5") @ 32" O/CLEDGER1/4" MASONRY SCREWS (EMBED 1.5") @ 8" O/CHU28STEEL WIND GIRT − SEE PLAN(4) 3/8" DIA GALV THREADED RODS. EMBED 6" INTO BRICK. FASTEN W/ HILTI HIT−HY 270. SPACING=8" HORZ, 12" VERT.15"x1/2"x11" GALV. STEEL PLATE − PROVIDE (1) @ EA END OF BEAM AND A MAX SPACING OF 4’−0" O/C.DRYPACK GAP BETWEEN PLATE AND WALL, 3/4" MIN.(MIN)8"BUILDING B - LEVEL 150' - 1 7/8"WALL − SEE ARCH DWGSSLAB ON GRADE − SEE PLAN#4 @ 4’−0" o/cALT HOOK(2) #4 CONT(2) #4 CONT (1T&B)8"8"1’2"@NORTH WALL12"@SOUTH WALL1/2" PREMOLDED JOINT FILLER (TYP)BUILDING B LEVEL B41' - 2 7/8"EXIST. FRAMINGEXIST. FRAMING TO BE DEMOLISHED −COORD W/ ARCH PLANSCFMF WALL −SEE ARCH DWGS600S162−54 @ 16" o/c (MIN)PROVIDE CONT. SHEATHING1.25"X22GAGE STRAP AT 4’−0" WITH 6 −8D NAILS INTO EX. DECK AND (2) #10 SCREWS INTO TOP TRACK.BUILDING B - LEVEL 150' - 1 7/8"EX. GRANITE WALLCFMF WALL − SEE ARCH DWGS362S162−43 @ 16" oc. PROVIDE (1) @ EA SIDE OF PSL POST. SCREW TO WALL STUDS & PSL POST WITH (2)#10x3/4" SELF−DRILLING SCREW. 18 GA TRACK − MATCH JOIST DEPTH. FASTEN TO GRANITE WITH (2) 3/8" WEDGEALL ANCHORS, EMBED 3", @ 48" O/C.PSL POST BEYOND. ALIGN FACE OF POST W/ FACE OF WALL SHEATHING. PROVIDE BC46 @ T/B OF POST @ EA LEVEL.CFMF TRACK T&BSHEATHING − SEE PLANBUILDING B - LEVEL 150' - 1 7/8"EX. GRANITE WALLCFMF WALL − SEE ARCH DWGS18 GA (MIN) TRACK. FASTEN TO GRANITE WITH (2) 3/8" WEDGEALL ANCHORS, EMBED 3", @ 48" O/C.BUILDING F LEVEL 127' - 10 7/8"BUILDING F - Level 1 New30' - 5"EXIST. CONC. SOGCONC FOOTING. PROVIDE (2) #4 CONT. PROVIDE 8" LONG #4 DOWELS @ 4’ 0/C. INTO EXIST. SOG. FASTEN W/ ACRYLIC ADHESIVE. EMBED 4".8" CMU WALL. PROVIDE #4 @ 48" O/C. ALT. HOOK ORIENTATION IN FOOTING. PROVIDE BONG BEAM T&B W/ CONT. #4 BAR. GROUT SOLID.CONCRETE SLAB ON DECK − SEE PLAN2’ − 0"9" +/−1’ − 9"#4 @ 48" o/c. ALT HOOK ORIENTATION.STEEL WIND GIRT − SEE PLAN13"x1/4"x11" GALV. STEEL PLATE − PROVIDE (1) @ EA END OF BEAM AND A MAX SPACING OF 4’−0" O/C. FASTEN EA PLATE TO 2xs W/ (2) 3 5/8" LEDGER LOK (4 SCREWS/PL)2"@24"2"@24"(2)PT 2x6. FASTEN EA TO WALL STUDS W/(1) 5" FLATHEAD LEDGER LOCK @ 16" O/C. MAINTAIN 1.75" EDGE DISTANCE. ALT SCREW LOCATION AT TOP/BOTTOM OF MEMBER AT EA WALL STUD. MAINTAIN 1.5" MIN. EMBEDMENT INTO EX. WALL. SHIM AS REQ’D BETWEEN 2X4 & EX. WALL.1 3/4"1"EXISTING WALLCONCRETE SLAB ON DECK − SEE PLANSTEEL FRAMING − SEE PLANBEAM POCKET − GROUT SOLID8"X1/2"X5" BEARING PLATE(3) 1/2" GALV HILTI KWIK BOLTS. MIN. EMBED= 2 1/4". MAINTAIN 3 1/2" (MIN) DISTANCE BETWEEN ANCHORS AND EDGE OF CONCRETE.3"12"x12"x1/2" GALV. BASEPLATE1/4"7 1/2"1 1/2"1 1/2"7 1/2"3"EX. TIMBER ROOF FRAMINGROTTED PORTION OF EX. BEAM TO BE REMOVED. REPLACE W/ (1) 2X, RIPPED TO FIT. BLOCK AND TRIM TO MATCH DIMS OF EXIST. CONSTRUCTION.L8x6x7/16SHIM TIGHT. 1/4" MIN.3S3.2L8x6x7/16 x 5" (1 EF)(4) 4 .5" SDS SCREWS. S=3".1"1"(4) 4 .5" SDS SCREWS. 1" EDGE DISTANCE TO EDGE OF BEAM.1 1/2"2"A−AEX. TIMBER BEAM3 EQ SPACESSDS SCREWS(2)LVLs RIPPED TO FIT. BLOCK OUT AND TRIM TO MATCH DIMS OF EXIST. CONSTRUCTION. FASTEN TO BLOCKING/EXIST TIMBER W/ SIMPSON HGA. LVL BLOCKING, RIPPED TO FIT. SCREW TO EX. TIMBER W/ (8)#10 X3" SCREWS.A−AFASTEN HGA TO LVL W/ (4) 0.25"X1.5" SDS SCREWS. FASTEN HGA TO BLOCKING/EXIST TIMBER W/ (4) 0.25"x3" SDS SCREWS.OPTION CEX. TIMBER ROOF FRAMINGL8x6x7/16 x 22" LONG3/8" TITEN HD. EMBED 4". PROVIDE 5 TOP AND 6 BOT. STAGGER. HORZ SPACING=4". SHIM TIGHT. 1/4" DEPTH, MIN.6"(4) 1/4"x 3.5" SIMPSON TITENS. S=3" MIN. EDGE DIST TO STEEL =1" MIN.L8x6x7/161 1/2"1 1/2"3 3/4"3 1/2"8"SEE OPTION C.WHERE DIM IS LESSTHAN 4",INSTALL OUTRIGGERS AND BLOCKING USING HGAs PER OPTION ’C’.MAX LIMIT OF ROT FOR OPTION BMIN: 4"IF EXTENT OF ROT IS BEYOND DIMS SHOWN, SEE OPTION B.MAX LIMIT OF ROT FOR OPTION ’A’REPLACE ANY ROTTED OR MISSING ROOF PLANKS. (TYP @ OPTIONS A, B AND C)IF REMAINING BEAM END IS LESS THAN MIN DEPTH PROVIDE:1.25"x20 GA STEEL STRAP(6) NAILS EVENLY SPACED INTO PLANK EA SIDE OF WALL(2) 6" LEDGERLOK SCREWS THROUGH PLANK INTO BLOCKINGREMOVE ROTTED WOOD AND REPLACE WITH PRESSURE TREATED BLOCKING.PROVIDE STRAP AT TOP IF SOUND WOOD IS LESS THAN 4" DEEP. IF SOUND WOOD IS LESS THAN 2" DEEP, SEE OPTION B.OPTION AOPTION BScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedS3.2SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-0633/4" = 1'-0"S3.21SECTION3/4" = 1'-0"S3.27SECTION3/4" = 1'-0"S3.213SECTION3/4" = 1'-0"S3.214SECTION3/4" = 1'-0"S3.212SECTION3/4" = 1'-0"S3.215SECTIONNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/19Updated Set forConstruction4/3/203/4" = 1'-0"S3.28SECTION3/4" = 1'-0"S3.26SECTION3/4" = 1'-0"S3.29SECTION3/4" = 1'-0"S3.210PART PLAN11/S3.2 NOT USED5/S3.2 NOT USED4/S3.2 NOT USED3/4" = 1'-0"S3.22SECTION3/4" = 1'-0"S3.23SECTION3/8" = 1'-0"S3.24SECTION 2x6 LEDGER. FASTEN TO EX. WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1 TOP & 1 BOT) @ 8" O/C.FLOOR SHEATHING − SEE PLANEXISTING MASONRY OR CONCRETE WALLBUILDING B - LEVEL 150' - 1 7/8"HEADER − SEE PLANSHEATHING − SEE PLAN2X6 LEDGER. FASTEN TO EA CFMF STUD WITH (2) #10x1 3/4" SCREWS SHEATHING − SEE PLANEXISTING SLABSLEEPERS − SEE PLAN. TOENAIL TO LEDGER w/ (3) 0.131"x3" NAILS LEDGER, RIPPED AS REQUIRED. FASTEN TO MASONRY W/ (2) 1/4"x3" TITENS @ 16" O/C. PLACE (1) ON EA SIDE OF JOIST.SHEATHING −SEE PLANFRAMING −SEE PLANSOLID BLOCKING. FASTEN TO EX. WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1@ EA END).BEARING WALL −SEE PLANSEE 1/S3.1 FOR ADDITIONAL INFO.BUILDING A LEVEL 3 ATTIC78' - 1 7/8"EXISTING BOTTOM TRUSS CHORDTHREADED RODS (1 @ CORNERS & (2) @ CENTER) −SEE PLAN#2 1/2 CLEVIS w/ 3/4" GRIP. PROVIDE PINS THROUGH STEEL PLATE AND (1) TURNBUCKLE @ CENTER OF EA. ROD. PROVIDE (2) @ CENTER PLATE AND (1) @ CORNER PLATES.1’−1"x1/2" x10" STEEL PLATE(4) 1/4" x 2.5"SDS SCREWS @ 5", CENTERED ON PLATE. PRE−DRILL STEEL PLATE. NOTE: WHERE NO WOOD BEAM/BOTTOM CHORD, DRILL & FASTEN THREADED EYE ROD WITH HILTI HIT−HY 270 ADHESIVE. EMBED 4" MIN INTO EX. MASONRY. FASTEN CLEVIS TO EYE ROD.BUILDING B LEVEL SB31' - 1 7/8"HAUNCH @ EDGE OF SLAB ON GRADE4 5 .0 0 °EX. SLAB ON GRADE8"SEE TYP SLAB−ON−GRADE DETAIL FOR ADDITIONAL INFO.EXISTING WALLSTEEL BRACKET − BY HELICAL PILE SUPPLIERHYDRAULICALLY INSTALLED HELICAL PILE DESIGNED TO SUPPORT A VERTICAL LOAD OF 40 KIPS. ADVANCE HELICAL PILE AS REQUIRED TO ACHIEVE CAPACITY. AT A MINIMUM, PILE TO HAVE A DEPTH OF 10’ BELOW ADJACENT STREAM BED.GROUT−FILLED BAG. SEE CIVIL DRAWINGS FOR ADDITIONAL INFO.GROUT SOILD UNDER EX. WALL SHEATHINGBLOCKING @ SUPPORTS AND @ 12’−0" O/C (MAX). FASTEN EA. PIECE TO EX. DECKING W/ (3) 0.131"X3" TOENAILSEXISTING DECKINGEXISTING BEAM − SEE PLANSLEEPER − SEE PLAN. FASTEN TO EX DECKING W/ 0.131"X3" TOENAIL @ 4’−0" O/CSHEATHING − SEE PLANSLEEPERS − SEE PLANEXIST. DECKINGFASTEN TO EX. WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1 TOP & 1 BOT) @ 16" O/C.BUILDING M LEVEL B22' - 4 7/8"EX. LOOSE RUBBLE WALL. REMOVE SOIL AND CLEAN TOP OF WALL. REPOINT OUTSIDE FACE OF WALL FROM BOTTOM OF CONCRETE TO WATERLINE.16" WIDE, LEVEL CONCRETE SILL PAD. MIN DEPTH =4".PROVIDE (3) #5 CONT @ TOPCMU/BRICK WALL. SEE PLAN FOR REINFORCING INFO.#4 DOWEL @ EACH VERT BAR. DRILL & GROUT INTO CONCRETE SILL PAD. EMBED 4". DEVELOP 24" INTO CMU WALL.EX. SOG.PT4x4. , CONT. FASTEN TO EX. FLOOR ABOVE W/ 4 1/2" SDS SCREWS @ 4’−0" o/c.#4 DOWELX8". DRILL & GROUT (4" EMBED) INTO EX. WALL. LOCATE BARS AT VERT MASONRY BAR LOCATIONS. EX. TIMBER FRAMING − WRAP IN 10 MIL PLASTIC PRIOR TO DRYPACKING. REPOINT TOP OF EX. BRICK PIER. PROVIDE (1) 6" SDS @ EA SIDE OF BEAM. INSTALL PRIOR TO DRYPACK.DRYPACKNEW SHEATHINGFRAMING − SEE PLAN. FASTEN TO EX. FRAMING W/ (2) 0.131"x3" NAILS @ 24" O/C.EX. PLANK ON TIMBER FRAMING.BUILDING A LEVEL 3 ATTIC78' - 1 7/8"5 1/4"x14" PT PSL, NF (RIP TO MATCH EX BOTTOM CHORD DEPTH)7"x14" PT PSL, FF (RIP TO MATCH EX. BOTTOM CHORD DEPTH/OVERALL WIDTH)FASTEN (2)PLYS TOGETHER W/ (6) 8" SDS SCREWS, EF3/8" STEEL PLATE, EF(15) 6" SDS SCREWS, S=3"CENTERED ON MEMBER. TYP OF 3 LOCATIONS, 2 SIDES. 90 SCREWS, TOTAL.EXIST. BOT CHORD. CUT AND REMOVE FULL EXTENT OF ROTTED PORTION. IF EXTENT OF ROT EXCEEDS 4’−6", NOTIFY ENGINEER IMMEDIATELY1 1/2" (MIN) TO EDGE OF STEEL PLATE4" TO END OF EX. BOT CHORD4" TO END OF PSLsEXIST. TOP CHORDSUGGESTED INSTALLATION SEQUENCE:1. PROVIDE TEMPORARY SHORING FOR EXISTING TRUSS.2. CUT AND REMOVED ROTTED PORTION OF BOTTOM TRUSS CHORD BACK TO SOUND WOOD. NOTIFY ENGINEER FOR APPROVAL.3. JACK TOP CHORD, BOTTOM CHORD, PURLINS AND OTHER FRAMING INTO CORRECT ALIGNMENT AND POSITION.4. FIELD VERIFY FINAL DIMENSIONS. FABRICATE STEEL.5. USE NON−SHRINK GROUT TO PROVIDE A LEVEL BEARING SURFACE FOR NEW PSLs. REMOVE/REBUILD ONE COURSE OF BRICK IF REQUIRED TO SET PROPER ELEVATION.6. INSTALL BUILT−UP PSL MEMBER.7. INSTALL STEEL SIDE PLATES.3 1/2"x14" PSL, EF, RIPPED TO FIT.BUILDING B LEVEL 369' - 10 7/8"3/8" GALV, CONT PLATE. ALLOW FOR 3/8" GAP BETWEEN PL AND EDGE OF WALL AT EACH FACE.(2) GALV HSS6X4X1/4. CONT OVER OPENING. BEAR ON LEVEL MASONRY SURFACE, 4" MIN, EA END.CL EXIST. MASONRY WALLEQEQEQEQ(3)GALV L4x3 1/2"x5/16" (LLV). LOCATE BOTTOM OF ANGLES 5" ABOVE TOP OF EXISTING ARCH. PROVIDE A MINIMUM END BEARING OF 8" AT EACH END.REBUILD EX. ARCH BELOW LINTELS. SEE ARCH DWGS FOR ADDITIONAL INFO.EX. 12"(VIF) MASONRY WALL.NOTCHED SECTION OF EXIST. COLUMN.1"X3/8" STEEL PLATE, TYP @ 4 SIDES. FASTEN TO COLUMN ABOVE & BELOW NOTCH WITH (4) 2 1/2" SDS SCREWS. (8 TOTAL PER PLATE)3"3" (TYP)1 1/2"(MAX)6"1’ − 1 1/2"EXIST. MASONRY WALL ABOVEDRY−PACK BETWEEN BEAM AND WALL.STEEL BEAM − SEE PLANNON−SHRINK GROUT AT ENDS AND INTERMEDIATE WALL SUPPORT. MIN. BEARING LENGTH AT ENDS =4". MIN. INTERMEDIATE SUPPORT LENGTH=3’−0".WALL/SUPPORT (BEYOND)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT3/4" = 1'-0"S3.3SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-0633/4" = 1'-0"S3.32SECTION3/4" = 1'-0"S3.37SECTION3/4" = 1'-0"S3.310SECTION3/4" = 1'-0"S3.311SECTION3/4" = 1'-0"S3.312SECTION3/4" = 1'-0"S3.313Section3/4" = 1'-0"S3.314SECTIONNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19Updated Set forConstruction4/3/203/4" = 1'-0"S3.31SECTION3/4" = 1'-0"S3.33SECTION3/4" = 1'-0"S3.34SECTION3/4" = 1'-0"S3.35SECTION3/4" = 1'-0"S3.38SECTION3/4" = 1'-0"S3.39SECTION3/4" = 1'-0"S3.316SECTION3/4" = 1'-0"S3.315SECTION3/4" = 1'-0"S3.317SECTION3/4" = 1'-0"S3.318SECTION2"@12"2"@12"(TYP)6/S3.3 NOT USED BUILDING D LEVEL 253' - 6 7/8"BUILDING D LEVEL 142' - 3 3/8"12" BRICK WALL − MATCH EX. COURSINGSALVAGE, PRESERVE & REINSTALL EXISTING TOP COURSE OF STONE FOUNDATION.CONCRETE FOUNDATION WALL4’ − 0"1’ − 0"1’ − 6"#5 T&B#5 @ 48" o/c. ALT HOOK @ FOOTING#4 @ VERT BAR LOCATIONS. DRILL THROUGH STONE INTO CONCRETE WALL AND FASTEN W/ ACRYLIC ADHSEIVE. EMBED 6" INTO CONC.3’−6" (MIN)SEE PLAN NOTES FOR REINFORCING.CONC FOOTING − SEE PLAN NOTES FOR SUBBASE PREPARATION.EX. PLANK ON TIMBER CONSTRUCTION.L5X3X3/8X12". FASTEN TO PLANK W/ (3) 1/4"x3" SDS SCREWS (S=3". CENTER ON ANGLE. FASTEN TO BRICK W/ (2") 1/4" MASONRY SCREWS (S=8"). CENTER ON ANGLE. EMBED 5" INTO BRICK. PROVIDE 1 ANGLE @ EA END OF EA NEW WALL @ 2ND FLOOR AND ROOF(8 TOTAL). SEE PLAN NOTES FOR REINFORCING.SEE PLAN NOTES FOR REINFORCING.EX. TIMBER FRAMING. VIFTRANSITION TO 8" BRICK WALL WHERE TIMBER FRAMING PREVENTS 12" WALL.#5 @ 12" o/cEX. TIMBER FRAMINGPT 2x6, FLAT.12" DIA SONOTUBE, REINFORCED WITH (1) #5 WITH STD HOOK INTO BIGFOOT.BF36 BIGFOOT(MIN)3’ − 6"REMOVE EX. BRICK PIER. SHORE SUPPORTED STRUCTURE AS REQUIRED.MASA, EA FACE. FASTEN TO EX. BEAM.EXIST. BEAMC7X9.81/4" KWIK−CON II+. EMBED 1 3/4"(TYP OF 8)1/4"3 SIDES1 1/2"1 1/2"2 1/2"(TYP)4"1/2"x2 1/2" STEEL PL. MATCH BEAM WIDTH.8" MIN.CL EXIST. BEAML2.2BUILDING B LEVEL 260' - 7 7/8"HARD WOOD (Fcperp=800psi, min): 1"(MIN) DEEPx3 1/2" WIDE. LENGTH TO MATCH WIDTH OF BEAM.SHIM TIGHT W/ HARD WOOD SHIMS(Fcperp=800psi, min). 3.5"x7" PSL POST − SEE PLAN FOR LOCATIONS. POST FROM LEVEL 2 TO 1 AND FROM LEVEL 1 TO B. FASTEN TO EX. POST. SEE SCREW SPACING & EDGE DISTANCE REQUIREMENTS. PROVIDE:(12) SDS SCREWS WITHIN TOP 2’ OF PSL POST.(2) SDS SCREWS @ 2’ 0/CSDS SCREW SPACING & EDGE DISTANCE REQUIREMENTSMEET MANUFACTURER’S REQUREMENTS PROVIDING A MINIMUM OF:1" EDGE DISTANCE3" END DISTANCE3" SPACING BETWEEN MEMBERS IN A ROW3" SPACING BETWEEN ROWS1 1/2" SPACING BETWEEN STAGGERED ROWSEX. COLEX. FRAMING(2) 1 3/4" LVL, EA SIDE, RIPPED TO MATCH EX. BEAM DEPTH. MIN. 12.5" DEEP.FASTEN INNER LVL TO EX. BEAM W/ (12) SDS SCREWS, 5" LONG, MIN. SPACE @ 5" HORZ. MAINTAIN 3" END DISTANCE AND 1" EDGE DISTANCE. SPACE EQUALLY VERTICALLY (3.5" MIN)FASTEN OUTER LVL TO INNER LVL W/ (6) SDS SCREWS, 5" LONG, MIN. SPACE @ 5" HORZ. SPACE EVENLY BETWEEN ROWS OF FASTENERS BETWEEN INNER LVL AND EXIST. BEAM, 3.5" MIN.CRACK @ EXIST. BEAMEXIST. BEAM.MIN.5’ − 0"SHIM AS REQ’D.EX. GRANITE WALLCFMF WALL − SEE ARCH DWGSJOIST. PROVIDE (1) @ EA SIDE OF EX. BEAM. FASTEN TO EX. BEAM W/(6) SCREWS, EA SIDE. SHEATHING TRACKPSL POST EX. BEAMSEE 12/S3.2 FOR ADDITIONAL INFO.CFMF TRACKBUILDING B LEVEL B41' - 2 7/8"L2.NL2.NL2.N2x12. FASTEN TO EX. BEAM W/ (2) 3 1/4" SDS SCREWS @ 16" O/C. SDS SCREWS:VERT SPACING: 3" MIN.EDGE DISTANCE TO EX. AND NEW MEMBER: 1.5" MIN.SHEATHING − SEE PLANEX. BEAMEX. DECKFRAMING − SEE PLANBUILDING B LEVEL 260' - 7 7/8"EX. WALLEX. DECKING(2)2X6 LEDGER.3/8" STRONG BOLT −2 @ 16" O/C T&B. STAGGER ROWS. EMBED 3" INTO WALL.1 1/2"1 1/2"EXISTING BEAM TO BE REMOVED. SHORE EXISTING FRAMING.BUILDING B LEVEL 479' - 10 7/8"L2.AL2.AFLOOR SHEATHING − SEE PLANFLOOR FRAMING − SEE PLAN. FASTEN END MEMBER TO EACH WALL STUD WITH (2) #10x2" SELF−DRILLING, TAPPING SCREWS. WALL − SEE PLANROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. FASTEN TO LEDGER W LRU210Z. LEDGER. FASTEN TO EA WALL STUD (16"O/C) W/(3)TB1460SAB ROOF FRAMING − SEE PLANAB ROOF SHEATHING − SEE PLANCONT RIPPED 2XWALL − SEE PLANCONT RIPPED 2XB OVERBUILD ROOF SHEATHING, WOOD STRUCTURAAL PANE RATED FOR 32" SUPPORT SPACING. SEE PLAN.2x8 @ EA SIDE OF EX. FRAMING (4X4)@ B ROOF. FASTEN TO EX. FRAMING W/ (4) 0.131"X3" NAILS.BLOCKINGCONT 2x6 TOP PLATE. FASTEN TO TRACK W/ (2)#10 SCREWS @ 16" O/CWALL − SEE PLAN1" SEISMIC JOINT − SEE PLANPROVIDE BLOCKING @ END OF OVERBUILD SHEATHING. PROVIDE FLAT BLOCKING BETWEEN EX. FRAMING. FASTEN TO EX. DIA W/ (3) 0.113" X 2.5" RING SHANK NAILSFASTEN BLOCKING W/ 0.113" X 3.0" RING SHANK NAILS @ 6" O/CH2A HURRICANE TIE WHERE OUTRIGGERS ALIGN WITH STUDSH2.5T AND SSP WHERE OURIGGERSAND STUDS DO NOT ALIGNScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT3/4" = 1'-0"S3.4SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerEAM/DJM1/09/2016-063No. Description DateUpdated Set forConstruction4/3/203/4" = 1'-0"S3.41SECTION3/4" = 1'-0"S3.42SECTION3/4" = 1'-0"S3.43SECTION3/4" = 1'-0"S3.44SECTION3/4" = 1'-0"S3.45SECTION3/4" = 1'-0"S3.46SECTION3/4" = 1'-0"S3.47SECTION3/4" = 1'-0"S3.48SECTION3/4" = 1'-0"S3.49SECTION3/4" = 1'-0"S3.410SECTION BUILDING B LEVEL B41' - 2 7/8"EX. WOOD DECKING OVER METAL DECKING. REMOVE WOOD BACK TO CL OF JOIST. (TYP)EX. OPEN WEB STEEL JOIST (TYP)20 GA GALV METAL DECKING. MATCH EXIST. DECKING DEPTH AND PROFILE. NEST OVER EXIST DECKING. SPAN JOIST TO JOIST. OVERLAY W/ PLYWOOD SHEATHING TO MATCH T/EX. SLAB ELEV.BUILDING B - LEVEL 150' - 1 7/8"BUILDING B LEVEL B41' - 2 7/8"BUILDING B LEVEL SB31' - 1 7/8"EX. BEAM. SAWCUT AND REMOVE ROTTED PORTION OF BEAM AT EXTERIOR WALL. PSL POST w/ SIMPSON BC SERIES CAP. SHIM AS REQUIRED W/ HARDWOOD SHIMS. (TYP)SIMPSON BC SERIES BASE.REMOVE METAL DECK. INSTALL BLOCKING.SIMPSON ABU SERIES BASE.CONCRETE FOOTING − SEE PLANEX. WOOD SHEATHING OVER METAL DECKELEVATOR CAP: 5" NORMAL−WEIGHT CONCRETE ABOVE FLUTES OF 1 1/2", 18 GAGE COMPOSITE STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WITH 6X6 W2.9XW2.9 WELDED WIRE FABRIC,#4 @ 4’−0" O/C (3/SIDE MIN)1’−6"1’−6"CMU WALL − SEE PLANL2.MBUILDING B - Attic88' - 8 7/8"EX. BOTTOM TRUSS CHORDCONT BRACING, FLAT @ CORRIDOR WALL. FASTEN TO EA TRUSS CHORD W/ (2) SIMPSON SDS SCREWS, L=6". MAINTAIN 1" EDGE DISTANCE, 3" END DISTANCE, 3" SPACING.SEE BELOW FOR PLAN DETAIL @ SPLICE LOCATIONS.AT SPLICE LOCATIONS, CENTER SPLICE ON TRUSS CHORD. FASTEN EA. BRACE TO TRUSS CHORD W/ (2) FASTENERS (SEE SECTION ABOVE). MAINTAIN EDGE/END DISTANCE AND SPACING REQUIREMENTS LISTED ABOVE. MIN. TRUSS CHORD WIDTH =8".EX. BOTTOM TRUSS CHORDBRACINGSPLICE LOCATION − PLAN VIEWBRACING SECTIONEX. MASONRY WALL4X6 BOTTOM TRUSS CHORD BRACESIMPSON HGAML2.MBUILDING B - Attic88' - 8 7/8"SIMPSON CSHP20. FASTEN TO EA BRACE AND TO BOTTOM CHORD W/ (3) O.131"X2 1/2" NAILS.TOENAIL W/ (2) NAIL. EA SIDE, EA END.BOTTOM CHORD BRACING − SEE PLAN (TYP)EX. BOT. TRUSS CHORDBUILDING B - LEVEL 150' - 1 7/8"EX. BEAML8x6x7/16. SEE 14/S3.1, ALTERNATE 1 FOR ANCHORAGE AND ADD’L INFO.EX. WALLCUT & REMOVE ROTTED PORTION OF EX. BEAM.MAX: 3"6"LEDGERBLOCKING (BEYOND)CFMF WALL − SEE PLANHU26−TFCONT. 2x10 LEDGER. FASTEN TO 2X10 BLOCKING W/ 0.22"X5" SIMPSON SDWS TIMBER SCREWS. PROVIDE (2) STAGGERED ROWS W/ (2) PER BAY OF BLOCKING. . MAINTAIN 1.5" EDGE DISTANCE AND 6" END DISTANCE.2x10 BLOCKING. SAW KERF @ CFMF FLANGE STIFFENER. PROVIDE (5) #12 SCREWS @ EA END THROUGH FLANGE/WEB.BUILDING B LEVEL B41' - 2 7/8"BUILDING B LEVEL SB31' - 1 7/8"L2.FEXIST. TIMBER BEAM10"x7/8"x10" STEEL PLATEHARDWOOD SHIMS. SHIM SOLID OVER FULL AREA OF STEEL PLATE. STEEL COL − SEE PLAN(4) SDS SCREWS. EMBED 2" (MIN) INTO EX. TIMBER.3 1/2"3 1/2"1"10"x1 1/4"x6" STEEL PLATE1 1/2" NON SHRINK GROUT6" CONC SLAB. VIF.(4) 1/2" TITEN HD. EMBED 4" INTO EX. CONC.1 1/2" NON−SHRINK GROUT10"x1 1/4"x6" STEEL PLATESTEEL COL − SEE PLANSTEEL COL − SEE PLANSEE CONNECTION ABOVEEX. SOG6"10"1"1"1/4"(TYP)EX. STONE PIER1/2" THREADED ROD. EMBED 5" INTO EX. STONE. FASTEN W/ ACRYLIC ADHESIVE.11MECHANICAL UNIT − SEE MEP DWGSGALV. STEEL FRAMING − SEE PLAN1/2" THREADED ROD. EMBED 2.125" INTO CONC SLAB ON DECK.NON−SHRINK GROUT PADS. 9" ALONG LENGTH OF SUPPORT @ EX. BEAM LOCATIONS. MIN DEPTH =1.5".WHERE REQUIRED, MAY SUBSTIUTE GROUT W/ AGGREGATE OR CONCRETE FOR NON−SHRINK GROUT.CONC SLAB ON DECK − SEE PLANEX. BRICK WALLL6X3.5X5/161/4" TITEN. HORZ SPACING=4" O/C. VERT SPACING=3" O/C. STAGGER. MAINTAIN 1.5" EDGE DIST(MIN).ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT3/4" = 1'-0"S3.5SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM1/09/2016-063No. Description DateUpdated Set forConstruction4/3/203/4" = 1'-0"S3.51SECTION3/4" = 1'-0"S3.52SECTION3/4" = 1'-0"S3.53SECTION3/4" = 1'-0"S3.54Building B - Attic Splice3/4" = 1'-0"S3.55SECTION3/4" = 1'-0"S3.56SECTION3/4" = 1'-0"S3.57SECTION3/4" = 1'-0"S3.58SECTION3/4" = 1'-0"S3.59SECTION3/4" = 1'-0"S3.510SECTION3/4" = 1'-0"S3.511SECTION L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.H L2.J L2.K L2.M L2.N L2.1 L2.L 4.5 UNIT C-1(2 BEDROOM) UNIT C-2 (2 BEDROOM) STAIR 2 ELECTRICAL METER ROOM MAINTENANCE ROOM BUILDING B BUILDING C BUILDING A (ABOVE) BUILDING D BUILDING G T HP2 T HP2 EF-1 EWH-1 EF-1 EF-1 EF-1 DOMESTIC HOT WATER BOILER 6" FLUE VENT AND 8" COMBUSTION AIR INTAKE AXG AXG AXG B-1 6" FLUE EXHAUST AND 8"COMBUSTION AIR INTAKE TOWALL TERMINAL KIT. SIZE,ROUTING, LOCATION ANDINSTALLATION AS PERMANUFACTURER'SRECOMMENDATIONS (TYPICAL) 8"ø 4"ø12X6" AIR TRANSFERGRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCT IN WALL WITH HIGHINLET GRILLE ANDLOW OUTLET GRILLE(TYPICAL FOR ALL) C-250 B-150 C-250 B-150 8"x8" HP2 R7-800 AXG B-150 HP2 B-150C-250 10"x10" C-250 10"x8" R7-800 EUH-1 T EUH-1 6"ø 8"ø EXHAUST FAN WITH 4" EA DISCHARGETO WEATHER PROOF WALL CAP FOR CAVITY SPACE VENTILATION. MOUNT EXHAUST OUTLET MAXIMUM 12" BELOWTOP OF CAVITY. PROVIDE ACCESS DOORAS SHOWN FOR SERVICE AND MAINTENANCE,COORDINATE WITH ARCHITECTURAL EF-3 4"ø 4"ø 4" OA DUCT FROM WEATHERPROOFINTAKE CAP FOR CAVITY SPACEVENTILATION. MOUNT INTAKE OPENINGAT MAXIMUM 12" ABOVE BOTTOM OFCAVITY A/D 4" EA UP IN DUCT CHASE ABOVE (TYPICAL FOR 4) 4"ø 4"ø 4"ø PROVIDE FLOW SENSORIN EXHAUST DUCT TOACTIVATE INDICATOR LIGHT IN THE EVENT OF FAN FAILURE BUILDING 'C' CAVITY SPACE EXHAUST FAN FAILURE INDICATOR LIGHT. COORDINATE LOCATION AND OPERATION WITH OWNERAND FACILITY MAINTENANCE 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.SB MECHANICAL DUCTWORK PLAN BLDG 'B'-LEVEL SB BLDG 'C'-LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 9 02/14/20 10 04/03/20 MSK ABC-MD1.SBR3 MSK ABC-MD1.BR3 10 OA WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 UNIT B-1(2 BEDROOM) TYPE A UNIT B-2 (2 BEDROOM) UNIT C-3 (2 BEDROOM) TYPE A UNIT C-4 (2 BEDROOM) TYPE A ELEVATOR BUILDING B BUILDING CBUILDING A BUILDING G BUILDING D BUILDING F HP2 B-150 T HP2 E-500 T B-150 B-150 HP-2 4"x4"6x4 OA DUCT UPPROVIDE FD AT DECK 4x4 EA DUCT UPPROVIDE FDAT DECK 6"x4"6"x6" 6"x6" E1-20 VD 6x4OA TO HP2 T HP2 4x4 EA DUCT UP 8x6 SADUCT UPPROVIDE FD AT DECK B-160 E1-20 R7-800 R7-800 B-150 B-150 R7-800 T EF-1 EF-1 EF-1 EWH-2 EF1 ERV-1 EA 0A 6x6 EA DUCT UP 8" DIAWEATHERPROOF WALL CAP (TYPICAL FOR 2)8"x8"8"x8"8"x8" 8"x8" 10"x8" HP5 10"x8"4"x4"6X6 OA DUCT UP, 6X6 EA DUCT UP 10X8 RA DUCT UP 10X8 SA DUCT UP AXG AXG AXG AXG AXGAXG AXG 4"ø 10"x8" VD 4" EA TO WEATHERPROOFROOF CAP (TYPICAL FOR 8) 12X6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCT IN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL) B-150C-250 R7-800 HP2 8"x8" 10"x8" AXG 6x4 OA DUCT UP 6"x4"10"øE1-20 6"ø 6X4 OA DUCT UP HP2 C-250 HP2 8"ø 6X4 OADN TOHP2 4"øE1-20 4"x4" 4X4 OA UP B-150 D-375 A-125 HP2 E-500 4" EA DN 4"ø 4"ø4"ø 4" EA DN(TYPICAL FOR 2) 4"ø4"ø 10 4"ø VD 12X6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL) FD FD4"x4"4"ø 10 4"ø VD VD Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.B MECHANICAL DUCTWORK PLAN BLDG A-CRAWL SPACE BLDG B -LEVEL B BLDG C -LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 9 02/14/20 10 04/03/20 MSK ABC-MD1.BR3 MSK ABC-MD1.BR3 OA WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING D BUILDING B BUILDING C BUILDING G BUILDING A UNIT A-1 (2 BEDROOM) UNIT A-2 (1 BEDROOM) UNIT B-3 (1 BEDROOM) TYPE 'A' UNIT B-4 (2 BEDROOM) UNIT B-5 (1 BEDROOM) UNIT B-6 (1 BEDROOM) UNIT B-7 (STUDIO) UNIT A-3 (2 BEDROOM) HP1 HP1 T HP1 T HP1 T HP1 A-125 B-150 E-450 C-250 10"x4" 12"x6" 12x12 SAPLENUM B-150 T HP1 T HP1 T HP1 8"ø T HP1 6"x6" D-350 10"x8"HP1 12x12 SAPLENUM 12x12 SAPLENUM R6-600 B-200 T E1-20 E1-20 E1-20 E1-20 VD VD 4"x4"4"x4"4"ø4"ø6X6 EA DUCT UP,4X4 EA DN OA TO HP1 OA TO HP1 E1-20 E1-20 E1-20 E1-20 E1-20 VD VD VD VD VD VD 4"ø4"ø4"ø 4"x4"4"ø 4"ø F-75 F-75 G-150 R5-290 8X8 RA UP6X6 EA DUCT DN & 6X4 EA DUCT UP,PROVIDE FD AT DECKS ABOVE & BELOW 6x6 OA DUCT DN AND 4X6 DUCT UP, PROVIDE FD AT DECKS ABOVE & BELOW 6x6 EA DN AND 6X4 EA UP,PROVIDE FD AT DECKS ABOVE & BELOW E1-20E1-20 E1-20 4"ø4"x4"4"ø4"ø 8"ø10"ø10x10 SA DUCT UP,8x6 SA DUCT DN R4-175 B-200 6"x4" 6X6 OA DUCT UP,4X4 OA DN R6-600 R6-600 4"ø4"x4"R6-600 4"ø4"x4"R-600 4"ø FD FD EWH-3 4"x4" D-350 10X8 SA DUCT DN & 8X8 SA DUCT UP,PROVIDE FD AT DECKS ABOVE & BELOW AXG AXG AXG AXG AXG AXG AXG AXG AXG 12"x6" AIR TRANSFER GRILLEASSEMBLY (AXG). PROVIDE 12"X3"TRANSFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICAL FOR ALL) 6"x4" 8X8 EA DUCT UP, 4X4 EA DN EI-20 4"x4" 12"X6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3"TRANSFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICAL FOR ALL) C-300 A-125 A-300 A-100 A-100 B-150 HP1 D-400 12x12 SAPLENUM HP1 A-125 12X12 SA PLENUM E-450 R6-600 HP1 4"x4" 4"x4" E1-20 HP1 R6-600B-175 4X4 OA DUCT UP, 6X4 OADUCT DN, PROVIDE FDAT DECKS ABOVE & BELOW E1-20HP1 AXG 10X8 RA DUCT DN, 8X6 RADUCT UP, PROVIDE FDAT DECKS ABOVE & BELOW HP1 R6-600 D-350 6x6 OA DUCT UP,6X4 OA DUCT DN E1-20 4X4 OA FROM BELOW Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.1 MECHANICAL DUCTWORK PLAN BLDGS 'A', 'B', 'C'- LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 8 MSK ABC-MD1.1 12/31/19 MSK ABC-MD1.1 OA WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 UNIT B-8 (1 BEDROOM) TYPE A UNIT B-9 (2 BEDROOM) UNIT B-10 (1 BEDROOM) UNIT B-11 (1 BEDROOM) UNIT B-12 (1 BEDROOM) BUILDING B BUILDING C BUILDING A BUILDING G BUILDING D F-75 F-75 G-150 HP1 A-125 12x12 SA PLENUM T HP-1 E1-20 E1-204"x4"4"ø8x6 OA DUCT UP,6X6 OA DUCT DN HP1B-150 E-4506"x6" HP1 12x12 SAPLENUM E1-20 E1-20 VD VD 4"øE1-20 E1-20 E1-20 VD VD VD 4"ø 4"ø E-450 T HP1 E1-20 E1-20 VD VD4"ø4"ø R5-290 10x10 RA DUCT UP8x8 RA DUCT DN T 8x6 EA DUCT UP, 8x6 EA DUCT DN 8x6 EA DUCT UP6x6 EA DUCT DN 12x12 SA DUCT UP10x10 SA DUCT DN 8"ø10"øOA CONNECTION TO HP1(TYPICAL) 8x6 OA DUCT UP,6x6 OA DUCT DN D-350 R6-600 6"x4"4"x4"4"ø R6-600 4"ø 4"x4" 4"x4" FD FD FD T HP1 T HP1 AXG AXGAXG AXG AXG AXG EWH-4 12"X 6" AIR TRANSFER GRILLEASSEMBLY (AXG). PROVIDE12"X3" TRANSFER DUCT INWALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL) B-150 A-125 D-400 FD FD 12X12 SA PLENUM HP1 R6-600 R6-600HP1 B-200 R6-600 E-450 B-150 HP1 10" RIGID METAL DRYER EXHAUST UP TO BOOSTERFAN ON TOP FLOOR8"ø 8"øVD E1-20 FD 4" RIGID METAL DRYEREXHAUST (TYPICAL FOR 4) PROVIDE 24X24 DOORLOUVER FOR DRYERMAKEUP AIR. MINUMUM1.9 SQ. FT. FREE AREA.STYLE AND FINISH AS PER ARCHITECT W D W/D W/D W/D 4"ø 8"ø 10 4"ø 4"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.2 MECHANICAL DUCTWORK PLAN BLDGS 'A', 'B', 'C'- LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 10 04/03/20MSK ABC-MD1.2R1 MSK ABC-MD1.2R1 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 BUILDING G BUILDING D BUILDING B (LEVEL 3)BUILDING C BUILDING A UNIT A-4 (1 BEDROOM) H.C. UNIT A-5(1 BEDROOM) UNIT A-6 (2 BEDROOM) H.C. UNIT B-13 (1 BEDROOM) TYPE A UNIT B-14 (2 BEDROOM) UNIT B-15 (1 BEDROOM) UNIT B-16 (1 BEDROOM) UNIT B-17(1 BEDROOM) R6-600 THP1 T HP1 T HP1 4"x4"4"ø4"øT T 6"x6" 4"ø 4"ø T4"ø4"ø4"ø HP2 C-300 B-150 12x12 SAPLENUM T HP2 E1-20 E1-20 E1-20 VD VD VD R5-290 10x10 RA DUCT DN 12x12 RA DUCT UP F-75 G-150 HP1 B-150 E-450 T HP1 12x12 SAPLENUM E1-20 VD E1-20 E1-20 E1-20 VD VD VD F-75 HP1 12x12 SAPLENUM B-200 T E1-20 E1-20 HP1 E1-20 VD VD 8x8 EA DUCT UP8x6 EA DUCT DN 8x10 EA DUCT UP, 8x8 EA DUCT DN E1-20 E1-20A-100 E1-20 E1-20 E1-20 4"ø 4"x4"4"ø4"ø4"x4"4"ø 8"ø10"ø14x12 SA DUCTUP, 12x12 SADUCT DN,PROVIDE FIREDAMPER ATDECK R4-175 B-2004x4 OA DUCT DN 6x4 EA DUCT DN4"ø6X4 EADUCT DN 8x8 OA DUCT UP,8x6 OA DUCT DN OA CONNECTION TO HP1(TYPICAL) 4"ø HP1 R6-600D-3506"x4"4"x4"4"ø R6-600 4"ø4"x4"R6-600 R7-800 B-150 4"x4"4"x4" 4"ø FD FD FD FD FD T HP-1 8X4 SA DUCT DN AXG AXGAXG AXG AXG AXG AXG AXG AXG AXG 8X8 OA DUCT UP,8X6 OA DN 8X10 EA DUCTUP, 8X6 EA DN A-125 C-275 R6-600 A-125 A-125 E-450 12X12 SA PLENUM C-250 A-125 D-350 4"x4"R6-600 C-300 B-200 R6-600 HP1 4X4 OA DUCT DN EI-20 B-150E-450 R6-600 8X6 RA DN HP1 A-100 6"ø A-125 HP1 HP1 10" RIGID METAL DRYEREXHAUST UP & DN,ENCLOSURE BY ARCHITECT HP1 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.3 MECHANICAL DUCTWORK PLAN BLDGS 'A', 'B', 'C'- LEVEL 3 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 8 Addendum 8 11/5/19 10 04/03/20MSK ABC-MD1.3R1 MSK ABC-MD1.3R1 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING B BUILDING A UNIT B-18 (1 BEDROOM) UNIT B-19 (2 BEDROOM) UNIT B-20 (1 BEDROOM) UNIT B-21 (1 BEDROOM) UNIT B-22 (1 BEDROOM) ATTIC SPACE F-75 10"x4"4"x4"4"ø4"øT 6"x6" 4"ø 4"ø T4"ø4"ø4"ø HP2 C-250 C-300 12x12 SAPLENUM B-150 12x12 SAPLENUM T HP2 E1-20 E1-20 E1-20 VD VD VD R5-290 14x14 RA DUCT UP,12x12 RA DUCT DN 8X8 OA DUCT DN, 8X10 OA DUCT UP B-150 HP1 B-150 E-450 HP1 12x12 SAPLENUM E1-20 VD VD E1-20 E1-20 E1-20 VD VD VD F-75 HP1 A-125A-125 12x12 SA PLENUM B-200 T E1-20 E1-20 OA TO HP1(TYPYCAL) HP1 E1-20 VD VD T 10x10 EA DUCT UP8x8 EA DUCT DN HP110"ø8"ø14x14 SA UP,14x12 SA DN.PROVIDE FIREDAMPER AT DECK 8x8 OA DUCT UP, 8x10 OA DUCT DN FD FD 6"x4" 4"ø 4"x4"R6-600 4"øFD FD 4"x4" T HP1 R7-800 4"x4"E-450 AXG AXG AXG AXG AXG AXG 8x6 OA DUCT DN8X8 OA DUCT UP D-350 10x10 EA DUCT UP, 8x10 EA DUCT DN B-150 4"x4"R6-600 A-125 C-275 HP1 A-100 4"ø R6-600 HP1R6-600 6"ø 10" RIGID METAL DRYER EXHUSTUP & DN ENCLOSURE BY ARCHITECT 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.4 MECHANICAL DUCTWORK PLAN BLDGS 'A', 'B', 'C'- LEVEL 4 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 10 04/03/20MSK ABC-MD1.4R1 MSK ABC-MD1.4R1 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L VD EA0A12"x12"12"x12"8"x10"12"x12"14"x14"ERV-214x14 RA DUCT DN HP4 14x14 SA DN 14"x14"8"x8"8"x10"8"x8" 10x10 EA DUCT DN 8x8 OADUCT DN 12"x10"DRYER BOOSTER FAN.COORDINATE, SELECTION,SIZING, INSTALLATIONAND CONTROL WITH DRYERMANUFACTURER 8x10 EA DUCT DN 8x8 OA DUCT DN SA RA EA0A FD FDFD FD FDFD 10" RIGID METAL DRYER EXHAUST FROM LAUNDRY ROOM 10" RIGID METAL DRYEREXHAUST TOWEATHERPROOFGOOSENECK ON ROOF FDFD FD 10"ø 10 10"ø 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MD1.5 MECHANICAL DUCTWORK PLAN BLDGS 'A','B','C''- ATTIC Dakota Partners, Inc. OXOBOXO LOFTS PC RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 10 04/03/20MSK ABC-MD1.5R1 MSK ABC-MD1.5R1 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.M L2.N L2.1 L2.L 4.5 UNIT C-1 (2 BEDROOM) UNIT C-2 (2 BEDROOM) STAIR 2 ELECTRICAL METER ROOM MAINTENANCE ROOM BUILDING B BUILDING C BUILDING A (ABOVE) BUILDING D BUILDING G 1 1/2" SWS&R UP 3" SWS&R 3" SWS&R 1 1/2"SWS&R 1 1/4" SWS&R 1"SWS&R UP HP2 1 1/2"ø SWS1 1/2"ø SWR3"ø SWR 3"ø SWS 1 1/4"ø SWR 1 1/4"ø SWS HP2 1 1/2" SWS&R UP 1 1/2"ø SWR1 1/2"ø SWS1 1/2"ø SWRFOR CONTINUATION SEEDRAWING F-MP1.1 3" SWS&R UP PROVIDE CIRCUIT SETTERAT END OF LOOP BRANCHSIZED FOR PROPER GPM PROVIDE CIRCUIT SETTERAT END OF LOOP BRANCH SIZED FOR PROPER GPM PROVIDE CIRCUIT SETTER AT END OF LOOP BRANCHSIZED FOR PROPER GPM 1"ø SWS 1"ø SWR 1"SWS&R UP 1"ø SWR 1"ø SWS 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MP1.SB MECHANICAL PIPING PLAN BLDGS 'B', 'C'- LEVEL SB Dakota Partners, Inc. OXOBOXO LOFTS PC RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 9 02/14/20MSK ABC-MP1.SBR1 MSK ABC-MP1.SBR1 OA WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 UNIT B-1 (2 BEDROOM) TYPE A UNIT B-2 (2 BEDROOM) UNIT C-3 (2 BEDROOM) TYPE A UNIT C-4 (2 BEDROOM) TYPE A ELEVATOR BUILDING B BUILDING CBUILDING A BUILDING G BUILDING D HP2 HP2 HP2 3" SWS&R 1 1/2" SWS&R UP 3" SWS&R DN 1 1/2" SWS&R UP&DN 1"SWS&R DN 3" SWS&R UP 1" SWS&R HP2 ERV-1 3/4" SWS & R UP 1 1/2" SWS&R UP 1 1/2" SWS&R DN 1"ø SWR 1"ø SWS 3"ø SWS 3"ø SWR 1"ø SWR 1"ø SWS HP5 PROVIDE CIRCUIT SETTER AT END OF LOOP BRANCH SIZED FOR PROPER GPM 9 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MP1.B MECHANICAL PIPING PLAN BLDG 'B', 'C'- LEVEL B Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 9 02/14/20 MSK ABC-MP1.BR1 MSK ABC-MP1.BR1 OA WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING D BUILDING B BUILDING C BUILDING G BUILDING A UNIT A-1 (2 BEDROOM) UNIT A-2(1 BEDROOM) UNIT B-3(1 BEDROOM) TYPE 'A' UNIT B-4(2 BEDROOM) UNIT B-5 (1 BEDROOM) UNIT B-6 (1 BEDROOM) UNIT B-7 (STUDIO) UNIT A-2(2 BEDROOM) HP-6 HP1 HP1 HP1 1 1/2" SWS&R UP1 1/2" SWS&R DN HP1 HP1 1" SWS&R 1 1/4" SWS&R 1 1/2" SWS&R 2" SWS&R 1 1/4" SWS&R UP 1 1/2" SWS&R DN 1 1/4" SWS&R UP 1" SWS&R UP1 1/4" SWS&R DN 3" SWS&R DN 3/4" SWS & R DOWN TO CRAWL SPACE HP1 HP1 3/4"ø SWS3/4"ø SWR3/4"ø SWR 3/4"ø SWS 3/4"ø SWR 3/4"ø SWS 1 1/4"ø SWR 1 1/4"ø SWS 1 1/4" SWS&R UP, 1 1/2" SWS&R DN HP1 3/4"ø SWR 3/4"ø SWS1"ø SWS1"ø SWR8 3/4"ø SWS 3/4"ø SWR ELEVATOR2 1/2"ø SWS2 1/2"ø SWR3"ø SWS3"ø SWR3/4"ø SWR 3/4"ø SWS 3/4" SWS&R UP 3/4" SWS&R UP 1"ø SWR1"ø SWS1"ø SWR1"ø SWSPROVIDE CIRCUIT SETTERAT END OF LOOP BRANCHSIZED FOR PROPER GMP PROVIDE CIRCUIT SETTER AT END OF LOOP BRANCH SIZED FOR PROPER GMP Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MP1.1 MECHANICAL PIPING PLAN BLDG 'B', 'C'- LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 MSK ABC-MP1.1 12/31/19 MSK ABC-MP1.1 OA WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L UNIT B-8 (1 BEDROOM)TYPE A UNIT B-9(2 BEDROOM) UNIT B-10 (1 BEDROOM) UNIT B-11 (1 BEDROOM) UNIT B-12 (1 BEDROOM) BUILDING B BUILDING C BUILDING A BUILDING G BUILDING D HP1 HP1 HP1 2"SWS&R HP1 1" SWS&R 1" SWS&R UP,1 1/4" SWS&R DW 3/4" 3/4"3/4" 1 1/4" SWS&R UP, 1 1/2" SWS&R DN 1" SWS&R UP, 1 1/4" SWS&R DN 3/4" 1" SWS&R UP, 1 1/4" SWS&R DN 1 1/4" SWS&R UP, 2" SWS&R DN HP1 3/4"ELEVATOR Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MP1.2 MECHANICAL PIPING PLAN BLDGS 'B', 'C'- LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 8 MSK ABC-MP1.2 12/31/19 MSK ABC-MP1.2 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING G BUILDING D BUILDING B BUILDING C BUILDING A UNIT A-4 (1 BEDROOM) H.C.UNIT A-5 (1 BEDROOM) UNIT A-6 (2 BEDROOM)H.C. UNIT B-13 (1 BEDROOM) TYPE A UNIT B-14 (2 BEDROOM) UNIT B-15 (1 BEDROOM) UNIT B-16 (1 BEDROOM) UNIT B-17 (1 BEDROOM) HP1 HP1 HP2 3/4" SWS&RUP, 1" SWS&RDN HP1 3/4" SWS&R UP,1" SWS&R DN 1 1/4" SWS&R UP,1 1/4" SWS&R DN 3/4" SWS&R UP 1" SWS&R UP1 1/4" SWS&R DN 1"ø SWR 1" SWS&RSWS&R DNHP1HP1 HP1 3/4" SWS&R DN 3/4"ø SWS 3/4"ø SWR HP1 3/4"ø SWS 3/4"ø SWR 3/4"ø SWR 3/4"ø SWS Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MP1.3 MECHANICAL PIPING PLAN BLDGS 'B', 'C'- LEVEL 3 Dakota Partners, Inc. OXOBOXO LOFTS PC RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 8 MSK ABC-MP1.3 12/31/19 MSK ABC-MP1.3 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING B BUILDING A UNIT B-18(1 BEDROOM) UNIT B-19(2 BEDROOM) UNIT B-20 (1 BEDROOM) UNIT B-21 (1 BEDROOM) UNIT B-22(1 BEDROOM) ATTIC SPACE HP1 HP1 HP1 HP1 HP2 1" SWS&R UP,1 1/4" SWS&R DN 1" SWS&R DN 3/4"SWS&R DN 3/4"SWS&R DN 3/4"SWS&R DN ELEVATOR ATTIC 3/4" 3/4"ø SWR 3/4"ø SWS WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 L2.L 1" SWS&R DN HP4 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-MP1.4 MECHANICAL PIPING PLAN BLDGS 'B', 'C'- LEVEL 4 & ATTIC Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 8 8 MSK ABC-MP1.4 12/31/19 MSK ABC-MP1.4 DN 1 A B 2 OA O1 O2 O3 O4 O54.5 BUILDING D LEVEL 1 UNIT D-1 (2 BEDROOM) UNIT D-2 (1 BEDROOM) ENTRYVESTIBULE OFFICE MECH'L BUILDING E LEVEL 1 T T F-100EF-1 EF-1 HP2 HP1 EF-1 HP7 EF-1 HP7 4"ø4"ø 4"ø EWH-5 EWH-7 12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL) AXG ELECTRICALROOM BEDROOM 2 BATHROOM BEDROOM 1 BEDROOM STAIR D1 EWH-6 AXG AXG HP7MECH. MECH'L COMMUNITYROOM G-200 G-200 G-200 G-200 F-50 G-200 F-100 F-50 T EF-1 T EWH-9 EF-1 AXG 12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICAL FOR ALL) HP7 B-150 HP1 E-450 HP2 R6-600 BATH ROOM B-150 B-150 R7-800 8"x6"AXG 12"ø 10"ø 14"ø 8"ø 12"ø R7-800 F-100 AXG G-200 6"ø 8"ø9"øR7-800 F-50 E-500 FITNESS ROOM OFFICE JANITOR CLOSET RESTROOM REST ROOM 14"ø 4" EA UP (TYPICAL FOR 4) 4"ø4"ø 4" EA UP(TYPICAL FOR 2) 10 10 1 A B 2 OAL2.A L2.B L2.C L2.D O1 O2 O3 O4 O54.5 BUILDING D LEVEL 2 BUILDING E LEVEL 2 UNIT D-3 (2 BEDROOM) UNIT D-4(1 BEDROOM) UNIT E-2 (1 BEDROOM)UNIT E-3 (2 BEDROOM) T T T HP2 EF-1 E-450 T HP1 EF-1 EF-1 EF-1 HP1 HP2 4"ø 4"ø4"ø4"ø 4" EA TO WEATHERPROOFWALL CAP 4" EA TO WEATHERPROOF ROOF CAP (TYPICAL FOR 8) EF-1 EF-1 EF-1 4" EA TO WEATHERPROOF WALL CAP 12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL) AXG AXG AXG AXG AXG 4" EA TO WEATHERPROOF ROOF CAP (TYPICAL FOR 6) 12"x6" AIR TRANSFER ASSEMBLY (AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL) EWH-8 H-250H-250 B-150 B-150 B-150 HP2 HP1 B-150 B-150 HP2 E-500 R7-800 HP1 AXG R6-600 10"ø 12"ø8"ø B-150 R6-600 E-450 R7-800 EF-1 4"ø 4"ø 4"ø 4"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" DE-MD1.1 MECHANICAL DUCTWORK PLAN BLDGS 'D', 'E'-LEVELS 1 & 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 3 Revision 5 06/10/19 8 Addendum 8 11/5/19 9 10 02/21/20 MSK DE-MD1.1R2 MSK DE-MD1.1R2 10 10 DN 1 A B 2 OA O1 O2 O3 O4 O54.5 BUILDING D UNIT D-1 (2 BEDROOM) UNIT D-2 (1 BEDROOM) ENTRY VESTIBULE OFFICE REST RM. JAN. FITNESSROOM BUILDING E HP2 1"SWS&R HP7 HP7 1 1/4" SWS&R UP 1 1/4"ø SWR 1" SWS&R UPELECTRICALROOM BEDROOM 2 LEVEL 1 BEDROOM BEDROOM 1 3/4"ø SWR 3/4"ø SWS1"ø SWR 1"ø SWS HP1 COMMUNITY ROOM MECH. OFFICEREST RM. 9 1 1/4"ø SWS 3/4" SWS&R UP 9 1 A B 2 OA O1 O2 O3 O4 O54.5 BUILDING D BUILDING E UNIT D-3 (2 BEDROOM) UNIT D-4 (1 BEDROOM) UNIT E-2(2 BEDROOM) UNIT E-3(2 BEDROOM) HP2 HP1 HP2 1 1/2" SWS&R 2"SWS&R HP1 3/4"SWS&R DN 1 1/4" SWS&R DN 1"ø SWR 1" SWS&R DN LEVEL 2 1"ø SWR 1"ø SWS 1 1/4"ø SWR 1 1/4"ø SWS 1"ø SWS 1"ø SWR1"ø SWS1 1/2"ø SWR 1 1/2"ø SWS 3/4"ø SWR 3/4"ø SWS 2"ø SWS 2"ø SWR 2"ø SWS 2"ø SWR 3/4"ø SWS 3/4"ø SWR PROVIDE CIRCUIT SETTERAT END OF LOOP BRANCHSIZED FOR PROPER GPM Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" DE-MP1.1 MECHANICAL PIPING PLAN BLDGS 'D', 'E'- LEVELS 1 & 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 3 Revision 5 06/10/19 8 Addendum 8 11/5/19 9 02/14/20MSK DE-MP1.1R1 MSK DE-MP1.1R1 LEVEL ONE S-1 COOLING TOWERSUMP BOILER ROOM B-1B-1 THP9 CF-1 CF-2 HX-1 SANDFILTEREQUIPMENTSVE 8" COMBUSTION AIR INTAKE AND6" AL29-4C(SS) OR PPE FLUEEXHAUST UP THROUGH ROOF (TYPICAL FOR 2 SETS) LEVEL TWO HP9 8" OA UP TOROOF CAP INTAKE 9 CT1 ROOF 8" OA FROM WEATHERPROOFROOF CAP DN TO HP9 COMBUSTION AIR INTAKEAND FLUE PIPE EXHAUST(TYPICAL FOR 2 SETS) 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" F-MD1.1 MECHANICAL DUCTWORK PLANS BLDG 'F'-LEVELS 1 & 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN B1 B1 No.Description Date 8 Addendum 8 11/5/19 9 02/14/20MSK F-MD1.1 R1 MSK F-MD1.1R1 9 5" SWS&R DN 4" SWS&R LEVEL ONE1/4"=1'-0" 3" SWS&R S1 ET-1P1P2 AS1 B1 B1 P5P6 P4P3 COOLING TOWER SUMP HX1 6" DN TO S1 CHEMICAL FEED SYSTEMS.PIPING ACCESSORIES,POWER, CONTROLS, OPERATION AND INSUTALLATION AS PER SPECIFICATIONS ANDDETAILS (TYPICAL FOR 2) CF-1 CF-2 6" UP TO CT1 AREA RESERVED FORSVE EQUPTMENT SAND FILTRATION EQUPMENTWITH BACKWASH TANK.PIPING, ACCESSORIES, POWER,CONTROLS, OPERATION ANDINSTALLATION AS PER SPECIFICATIONSAND DETAILS 1" SWS & R UP TO HP9 6" UP TO CT1 LEVEL TWO 1/8"=1'-0" HP-9 1" SWS & R DN 6" DN TO SUMP CT1 ROOF1/8"=1'-0" 6" DN TO HX1 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT As indicated F-MP1.1 MECHANICAL PIPING PLAN BLDG 'F'- LEVELS 1, 2 AND ROOF Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 9 02/14/20MSK F-MP1.1R1 MSK F-MP1.1R1 9 BUILDING H BUILDING G UNIT G-5 (2 BEDROOM) UNIT G-6 (1 BEDROOM)UNIT G-7 (1 BEDROOM) UNIT G-8 (1 BEDROOM) UNIT G-9 (1 BEDROOM) UNIT G-4 (1 BEDROOM) UNIT G-3 (1 BEDROOM) UNIT G-2 (1 BEDROOM) UNIT G-1(2 BEDROOM) EF-1 4"ø 4"ø EF-1 4"ø 4"ø EF-1 EF-1 EF-1 4"ø 4" EA UP TO WEATHERPROOF ROOF CAP(TYPICAL FOR ALL BATH & KITCHEN FANSU.O.N. (TYPICAL) 4"ø 4"ø 4"ø EF-1 EF-1 EF-1 EF-1 4"ø EF-1 4"ø EF-1 4"ø 4"ø 4"ø 4"ø EF-1 EF-1 EF-1 EF-1 4"ø 4"ø 4"ø EF-1 EF-1 AXG 4"ø T HP1 T HP1 T HP1 T T HP1 E-450 T HP2 T HP1 B-150 HP1 B-150 6"ø 8"ø4" EA UP TO WEATHERPROOF ROOF CAP(TYPICAL FOR ALL BATH & KITCHEN FANSU.O.N. (TYPICAL) F-100 6"ø8"ø 10"ø G-175 EF-1 G-175 HP2 8"øB-150 R7-800 A-125THP1 R6-600 E-450 R6-600 HP1 E-450HP1 R6-600 HP1 B-150G-175 9"øR7-800 A-125 HP2 D-350 8"øB-150 R6-600 E-450 B-150 8"ø R6-600 E-450 8"ø B-150 R6-600 E-450 T HP1 E-450 R6-600 8"ø B-150 B-150 HP1HP1HP1 HP1 F-100 G-175 10 8"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" G-MD1.1 MECHANICAL DUCTWORK PLAN BLDG 'G'-LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 10 04/03/20MSK G-MD1.1R1 MSK G-MD1.1R1 UNIT G-5 (2 BEDROOM) UNIT G-6 (1 BEDROOM) UNIT G-7 (1 BEDROOM) UNIT G-8 (1 BEDROOM) UNIT G-9 (1 BEDROOM ) BUILDING H BUILDING G HP1 HP1 HP1 HP2 HP1 HP1 HP1 HP2 UNIT G-1(2 BEDROOM ) UNIT G-2 (1 BEDROOM ) UNIT G-3 (1 BEDROOM ) 3" SWS&R4"ø SWS4"ø SWR3"ø SWR 3"ø SWS 3"ø SWS3"ø SWR 1 1/4"ø SWS 1 1/4"ø SWR 1"ø SWS1"ø SWR3/4"ø SWS 3/4"ø SWR 3/4"ø SWS3/4"ø SWR1"ø SWS 1"ø SWR 3/4"ø SWS3/4"ø SWR3/4"ø SWS3/4"ø SWR3/4"ø SWS3/4"ø SWR3/4"ø SWS3/4"ø SWR3/4" HP1 1"ø SWS 1"ø SWR 1"ø SWS 1"ø SWR UNIT G-4(1 BEDROOM) PROVIDE CIRCUIT SETTERAT END OF LOOP BRANCHSIZED FOR PROPER GMP Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" G-MP1.1 MECHANICAL PIPING PLAN BLDGS 'G'- level 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/198 MSK G-MP1.1 12/31/19 MSK G-MP1.1 UNIT H-2(2 BEDROOM)UNIT H-1 (1 BEDROOM) METER ROOM LAUNDRYROOM BOILER ROOM JANITOR LOBBY BUILDING H BUILDING J BUILDING K T F-125 T HP1 HP2 UNIT K-2 (2 BEDROOM) UNIT K-4 (1 BEDROOM) UNIT K-1 (1 BEDROOM) UNIT K-3 (1 BEDROOM) C-300 T HP1 E-450 T HP1 T HP1 B-150 D-250 D-250 B-150 R7-800 EF-1 EF-1 4" DRYER EXHAUST UPTO WEATHERPROOF ROOFGOOSENECK (TYPICALFOR 4) THP8 4"ø EF-1 4"ø 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø EF-1 EF-1EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 T HP8 EWH-10 4"ø 4"ø 4" EA UP TOWEATHERPOOF ROOFCAP (TYPICALFOR ALL KITCHENAND BATHROOMFANS) 6" FLUE VENT AND 8"COMBUSTION AIR INTAKETO TERMINATE AT ROOFTOPWEATHERPROOF VENT KIT B-1 8"ø6"ø B -150 B-150 B-150 R6-600 G-150 HP8 14"ø 14"ø12"ø F-100 G-150 H-250 H-250 G-150 R7-800 14"ø 12"ø 10"ø 8"ø16"x10" HP6 T HP6 HP1 E-450 B-150 HP2 6"ø12"ø R7-800 G-200 G-150 G-150 G-175 9"ø HP1 HP1 HP1 8"øE-450 F-100 R6-600 F-100 R6-60014"ø F-100 HP8 R6-600 HP1 8"x8" T EF-2 PROVIDE REVERSE ACTINGTHERMOSTAT TO ACTIVATEEF-2 UPON REACHING AFIELD ADJUSTABLE SET POINT OF 85 F. FD FD 12X6 INTAKE AND EXHAUST LOUVERSWITH BACKDRAFT DAMPERS ANDFIRE DAMPERS EF-2 FD8"øFD W W W W D D D D G-200 G-200 8"ø 9"ø 12"ø 9"ø FD R8-1000 R8-1000 10 FD FD Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" HK-MD1.1 MECHANICAL DUCTWORK PLAN BLDGS, "H" & 'K'- LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 10 04/03/20MSK HK-MD1.1R1 MSK HK-MD1.1R1 UNIT H-1 (1 BEDROOM) UNIT H-2 (2 BEDROOM) METER ROOM LAUNDRY ROOM BOILER AND SPRINKLERROOM JANITOR BUILDING H BUILDING J BUILDING K HP1 3" SWS&R 2" SWS&R 2" SWS&R 2 1/2" SWS&R BUILDING J BUILDINGS L & M 3/4" SWS&R HP1 HP1 3/4" SWS&R 1"ø SWS1"ø SWRHP2 HP1 UNIT K-2 (2 BEDROOM) UNIT K-1 (1 BEDROOM)UNIT K-3 (1 BEDROOM) UNIT K-4 (1 BEDROOM) HP8 HP8 1" 1" 2 1/2"ø SWS 2 1/2"ø SWR 2"ø SWR2"ø SWSHP6 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" HK-MP1.1 MECHANICAL PIPING PLAN BLDGS "H" & 'K'- LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 10 04/03/20MSK HK-MP1.1R1 MSK HK-MP1.1R1 W W W W D D D D BUILDING J UNIT J-8 (2 BEDROOM) UNIT J-7(1 BEDROOM) UNIT J-6 (2 BEDROOM) UNIT J-3 (2 BEDROOM)UNIT J-2 (2 BEDROOM) UNIT J-1 (2 BEDROOM) UNIT J-5 (2 BEDROOM) UNIT J-4 (1 BEDROOM) G-150 H-250 HP2 R6-600 HP1 G-150 T T T HP2 H-250 T HP2 G-150 H-250 T HP2 G-150 B-150 T HP1 T HP3 T HP3 EF-1 EF-1 H-250 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 BUILDING H 4"ø 4"ø 4"ø4"ø 4"ø4"ø4"ø 4"ø 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4" EA UP TO WEATH E R P R O O F ROOF CAP ( TYPICAL F O R A L L BATH & KITCHEN U.O . N . ) E-450 H-250 G-175 G-175 G-175 8"ø 12"ø 12"ø 12"ø10"ø8"ø10"ø12"ø8"ø 8"ø10"ø10"ø 8"ø 8"ø 10"ø 10"ø 8"ø 12"ø 8"ø E-450 10"ø8"ø 10"ø 8"ø G-150 R8-1000 G-175 8"ø6"ø F-100 R6-600 HP1 R7-800 HP2 B-150 I-350 R8-1000 HP3 H-250 B-150 R7-800 R7-700 G-150 F-100 14"ø HP2 HP2 F-100 G-150 EF-1 R7-800 HP1 F-100 HP3 I-350 HP2 G-150 G-150 G-150 G-150 G-150 G-150 EF-1 4"ø 9"ø 4" EA UP TO WEATH E R P R O O F ROOF CAP ( TYPICAL F O R A L L BATH & KITCHEN U.O . N . ) F-1006"øF-100 10 6"ø 8"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" J-MD1.1 MECHANICAL DUCTWORK PLAN BLDG 'J'-LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 9 02/14/20 10 04/03/20MSK J-MD1.1R2 MSK J-MD1.1R2 UNIT H-2 (2 BEDROOM) METER ROOM BUILDING J BUILDING J UNIT J-8(2 BEDROOM) UNIT J-7 (1 BEDROOM) UNIT J-6(2 BEDROOM) UNIT J-3 (2 BEDROOM) UNIT J-2 (2 BEDROOM) UNIT J-1 (2 BEDROOM) UNIT J-5 (2 BEDROOM) UNIT J-4 (1 BEDROOM) HP3 HP1 HP2 HP3 1 1/2" SWS&R 1 1/4" SWS&R 1" SWS&R HP1 2"ø SWR2"ø SWS 2"ø SWS 2"ø SWR 1"ø SWR1"ø SWS3/4"ø SWS3/4"ø SWR1"ø SWR1"ø SWS1"ø SWS1"ø SWR3/4"ø SWR3/4"ø SWS1"ø SWR1"ø SWS1"ø SWR1"ø SWSHP2 HP2 HP-2 1"ø SWS1"ø SWR1 1/4" SWS&R HP21"ø SWR1"ø SWSPROVIDE CIRCUIT SETTERAT END OF LOOP BRANCHSIZED FOR PROPER GMP Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" J-MP1.1 MECHANICAL PIPING PLAN - BLDG 'J'- LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 8 MSK J-MP1.1 12/31/19 MSK J-MP1.1 MAINTAINANCEOFFICE/ STORAGE BUILDING L EUH-2 T EUH-2 3 THP2 T HP1 HP1 T HP1 HP1 T H-250 HP2T E-475 T HP1 T HP2 T HP2 H-250 H-250 T HP2 G-150 HP1 T T 8"ø 8"øUNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOMS) UNIT M-3(2 BEDROOMS) UNIT M-4(2 BEDROOMS) UNIT M-5(2 BEDROOMS) UNIT M-11(2 BEDROOMS) UNIT M-10 (2 BEDROOMS) UNIT M-9(2 BEDROOMS) UNIT M-8(2 BEDROOMS) UNIT M-7 (2 BEDROOMS) UNIT M-6 (2 BEDROOMS) EF-1EF-1 EF-1EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1EF-1 EF-1 F-100 9"ø F-100 F-100 6"ø F-100 F-100 10"ø F-100 4"ø 4"ø 4"ø 4"ø 4"ø 4" OA UP TOWEATHERPROOF INTAKE CAP ON ROOF 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4" OA UP TOWEATHERPROOFINTAKE CAP ON ROOF AXG HP2 4" EA UP TO WEATHERPROOF ROOF CAP (TYPICAL FOR ALL KITCHEN AND BATH FANS U.O.N.) A-125 10"ø10"ø 10"ø6"ø 10"ø 6"ø 8"ø 10"ø 10"ø8"ø 8"ø10"ø8"ø 10"ø G-150 G-150G-150 8"ø 10"ø 8"ø 10"ø H-250 G-150 G-150 D-100 R6-600 D-400 D-400 A-100 A-100 D-400 HP2 R7-800 HP1 R6-600 8"ø A-100 R6-600 HP1 4" DIA OA UP TOWEATHERPROOFINTAKE CAP ONROOF A-100 8"ø HP1 HP1 8"ø G-150 R7-800G-150 HP2 F-125H-250 F-100H-250 HP2 R7-800 G-175 H-250F-125 HP1 R6-600 C-275A-125 HP2 R7-800 10"ø 8"øA-100 A-100 R6-600 D-400 HP1A-125 4" EA UP TO WEATHERPROOFROOF CAP (TYPICAL FOR ALLKITCHEN AND BATH FANS U.O.N.) A-100 A-100 C-275 14"ø12"øC-250 G-175 6"ø6"ø 10 EWH SEE RFI-051 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" LM-MD1.1 MECHANICAL DUCTWORK PLANS BLDGS 'L' & 'M' Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 9 02/14/20 10 04/03/20MSK LM-MD1.1R2 MSK LM-MD1.1R2 MSK LM-MD1.1R1 MAINTENANCE OFFICE/ STORAGE BUILDING L 3 HP1 HP2 HP1 HP1 HP1 HP1 HP2 HP12"SWS&R 1 1/2" SWS&R1 1/2" SWS&R 2" SWS&R 1 1/4"SWS&R 1 1/4" SWS&R BUILDING M 3/4"ø SWR1"ø SWR1"ø SWS1"ø SWR1"ø SWS1"ø SWR 3/4"ø SWS1"ø SWS3/4"ø SWS 3/4"ø SWR HP2 HP2 1"ø SWR1"ø SWS1"ø SWR1"ø SWS1"ø SWR1"ø SWS1"ø SWS 1"ø SWR 1"ø SWR1"ø SWS3/4"ø SWR3/4"ø SWS3/4"ø SWS 3/4"ø SWR 3/4"ø SWR 3/4"ø SWS 3/4"ø SWR3/4"ø SWS3/4"ø SWR 3/4"ø SWS UNIT M-11(2 BEDROOM) UNIT M-5(2 BEDROOM) UNIT M-4(2 BEDROOM) UNIT M-10(2 BEDROOM) 1 1/2" SWS&R UNIT M-3(2 BEDROOM) UNIT M-2 (2 BEDROOM) UNIT M-1(1 BEDROOM) 1 1/4"ø SWS 1 1/4"ø SWR HP2 UNIT M-6 (2 BEDROOM) UNIT M-7(2 BEDROOM) UNIT M-8(2 BEDROOM) UNIT M-9(2 BEDROOM) PROVIDE CIRCUIT SETTER AT END OF LOOP BRANCHSIZED FOR PROPER GMP PROVIDE CIRCUIT SETTERAT END OF LOOP BRANCH SIZED FOR PROPER GMP Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" LM-MP1.1 MECHANICAL PIPING PLAN BUILDINGS 'L' AND 'M' LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 8 8 MSK LM-MP1.1 12/31/19 MSK LM-MP1.1 MAX PUMP TYPES: DS=DOUBLE SUCTION, HS=HORIZONTALMSPLIT, ES=BASE MOUNTED CENTRIFUGAL BASE SUCTION, IL=IN LINE SCHEDULE OF PUMPS MANUFACTURER/MODEL NUMBER RPM NUMBER LOCATION PUMPTYPE P1 MECHANICALROOM B&G E-1510 2.5AC FLUID WATER GPM 415 HEAD(FT) 150 20 3550 HP VOLT 208 PH 3 REMARKS SOURCE WATER PUMP, LEAD LAG MOTOR DATA P2 MECHANICAL ROOM WATER 415 150 NOTES:1.PROVIDE FACTORY MOUNTED CIRCUIT TRANSFORMER FOR STEPPING DOWN LINE VOLTAGE TO CONTROL VOTAGE HOT WATER BOILERS-BURNERS SCHEDULE B-1 NUMBER MECHANICAL LOCATION DR1000 MODEL NUMBER REMARKS BOILER DATA TYPE CONDENSING BURNER DATA TYPE MODULATING INPUT(MBH) 1,000GAS FUEL ROOM SCHEDULE OF EXPANSION TANKS SYMBOL LOCATION SYSTEM MODEL NO.GPMVOL GAL REMARKSMANUFACTURER/TANK SYSTEMCONNECTION AIR SEPARATOR AS1 MANUFACTURER/ MODEL NO. AIRVENT ET-1 MECHANICAL ROOM AMTROL AX-60V 415 ∅VOLT (5 TO 1)CAMUS MANUFACTURER 940 GROSS OUTPUT (MBH) N/A BOILERH.P. H.P. MOTOR CONTROL ∅VOLT SOURCE WATER 33.6 11.5 1/2"5-ADS B&G E1510 2.5AC ES ES 3208 SCHEDULE OF CHEMICAL FEED SYSTEMS MANUFACTURER MODEL NUMBER REMARKSNUMBER CF-1 BOILER ROOM LOCATION SOURCE WATERSYSTEM SERVING VERTICAL TANK DATA 55 GALLONS 120 ELECTRICAL DATA TYPE CAPACITY V POLYETHYLENE MATERIAL 1 PH 60 HZ 1/3 HP PROVIDE LOW LEVEL PUMP CUT-OFF, LOW LEVEL ALARM,REMOTE MONITORING CONTACTWATER TREATMENT APPLICATION JOHN WOOD JWGP-53-055 20 3550 P3 MECHANICALROOM WATER 160 15B&G e-80 3X3X7C IL 320811150 P4 MECHANICALROOM WATER 160 15B&G e-80 3X3X7C IL 320811150 P5 MECHANICALROOM WATER 420 40B&G e-80 5X5X7B IL 32087.5 1770 P6 MECHANICAL ROOM WATER 420 40B&G e-80 5X5X7B IL 32087.5 1770 SOURCE WATER PUMP, LEAD LAG BOILER PUMP BOILER PUMP COOLING TOWER PUMP, LEAD LAG COOLING TOWER PUMP, LEAD LAG COOLING HEAT REJECTION WILL BE MET BY THE ABOVE SELECTIONS. NOTE: COOLING TOWER SELECTIONS BASED ON WATERSIDE ECONOMIZER OPERATION. MECHANICAL VOLT PHWBDB TEMP FAN (HIGH SPEED) HPIN.CFM TOTAL (FT. HD) PD MAX ESPTEMP OUTIN GPM CONDENSER WATER DATA AIR DATA SCHEDULE OF COOLING TOWERS CAP.LOCATIONMANUFACTURER/SYMBOL FAN (LOW SPEED) HP VOLT PHTONSMODEL NUMBER REMARKS CT-1 BAC XES15E-1212-07EN/W BLDG F ROOF 167 420 95 85 -40,230 N/A 91 73 3 208 3 3 208 3 PROVIDE COMBINATION COMBUSTION AIR INTAKEAND FLUE EXHAUST TO CONCENTRICWALL TERMINAL KIT TYPE MODEL NUMBER SCHEDULE OF HEAT EXCHANGERS SYMBOL MANUFACTURER/SERVEDLOCATIONEQUIPMENT FLUID CHILLED FLUID SIDEHEATED FLUID SIDE GPMCAPACITY MBH FLUID TEMP OUTIN OUT GPM IN TEMP REMARKSPD FT HX-1 MECHANICALROOM PLATE &FRAME CT-1 ALFA LAVAL AQ6-FG 2,100 WATER 420 83 93 WATER 420 96 86 4.82 VIBRATION ISOLATION MOUNTING REMARKSSYMBOLSAMANUFACTURER / MODEL NUMBER WATER-TO-AIR HEAT PUMP SCHEDULE AREA SERVEDLOCATION HP1 MECHANICAL ENCLOSURE APARTMENTS WHELAN/VP-0604-B 600 - (CFM) OA *1 (CFM)EFT HEATING CAPEATLAT 65 99 21910 68 (°F)BTUH(FWB)(FWB)HOA(Mbtuh)LFT(°F)COP 77 18120 4.8 EFT COOLING CAPEATLAT 76.6/64 56/55 17730 86 (°F)BTUH(DB/WB)(DB/WB)HOR(Mbtuh)LFT(°F)EER 96 22510 13.3 FLUID 4.2 (GPM) FLUID 9.2 (FT H2O) FLOW RATE PD ELECTRICAL MCA 12.9 MAX CB(AMPS) 20 PH 1 V 208 HP2 APARTMENTS 800 *1 -65 99 29700 22,900 4.8 76.6/64 56/55 24000 86 96 29600 13.3 5.6 9.2 18 30 1 208 APARTMENTS J-5 & 6 1000 -35700 28400 4.8 28200 35600 7.0 19.2 30HP3 HP4 HP5 BLDG B ATTIC BLDG B CORRIDORS 1200 -47600 37300 4.8 37700 45650 8.4 21.23 35 BLDG A CRAWL SPACE 400 -18500 14800 4.8 14100 17900 3.5 10.58 15 REMARKSPHNUMBERSERVICEMANUFACTURER / MODEL NUMBER FAN TYPE SCHEDULE OF FANS CFMDAMPER TYPE DRIVEFAN RPM(IN W.G.) EXT. S.P.MOTOR DATA VOLTHP/W RPMCONTROLAREA SERVEDLOCATION EF-1 DWELLING UNITS KITCHENS AND BATHROOMS GREENHECK/SP-B110 EXHAUST CE WALL SWITCH 100 0.375 950 DIRECT 80W 950 120 1 COORDINATE LOCATION AND INSTALLATION WITH ARCHITECTS RCP 120 3 24 1 PROVIDE WITH STARTER, DISCONNECT SWITCH, VIBRATION ISOLATION MOUNTING 68 77 68 77 68 77 68 77 68 77 68 77 86 96 86 96 86 96 86 96 86 96 13.3 13.3 13.3 13.3 13.3 9.2 9.2 5.2 9.2 9.4 1 208 1 208 1 208 1 208 1 208 HP6 APT K-2 LAV APARTMENT K-2 HP7 BLDG E MECH ROOM BLDG E OFFICE & FITNESS HP9 BLDG F HP8 BLDG H MECH ROOM BLDG G,H,J,K,M CORRIDOR 600 21910 800 26600 1000 200 35700 65 99 65 99 65 99 65 99 65 99 65 99 68 77 4.8 4.8 4.8 76.6/64 56/55 76.6/64 56/55 76.6/64 56/55 76.6/64 56/55 76.6/64 56/55 76.6/64 56/55 18120 22900 28400 17730 23300 28200 22510 29400 35600 4.2 5.6 7.0 12.9 20 18 30 19.2 30 1 208 *1 *1 *1 *1 *1 86 96 13.3 9.2 MECHANICAL ENCLOSURE MECHANICAL ENCLOSURE WHELAN/VP-0804-B WHELAN/VP-1004-B WHELAN/CASH-036AB WHELAN/CASH-012AB WHELAN/CASH-018AB WHELAN/CASH-024AB WHELAN/CASH-030AB BLDG A CORRIDORS NOTES:1. *1= OUTSIDE (VENTILATION) AIR PROVIDED BY OPERABLE WINDOWS UNLESS OTHERWISE NOTED. WHERE HARD DUCT OA CONNECTIONS ARE SHOWN COORDINATE INSTALLATION WITH MANUFACTURER (TYPICAL) 2. CONTRACTOR SHALL COORDINATE ALL HEAT PUMP MOUNTING HEIGHTS, SUPPLY & RETURN PLENUMS, ENCLOSURES, DUCT TAKEOFFS AND ELEVATIONS, DIFFUSER AND GRILLE MOUNTING AND LOCATIONS, ETC. WITH ARCHITECTURAL, STRUCTURAL AND ALL WORK OF OTHER TRADES PRIOR TO INSTALLATION (TYPICAL) 3. PROVIDE CONDENSATE PUMPS FOR ALL HEAT PUMP UNITS AS REQUIRED. VERIFY LOCATIONS, QUANTITIES, PIPE ROUTING, INDIRECT DRAIN CONNECTIONS, ETC. WITH UNIT LAYOUTS AND MANUFACTURER RECOMMENDATIONS PRIOR TO ORDERING AND INSTALLATION (TYPICAL) 1000 200 357006599 68 77 4.8 76.6/64 56/5528400 28200 35600 7.0 19.2 30 1 208869613.3 9.2WHELAN/CASH-030ABBLDG F CF-2 BOILER ROOM COOLING TOWERLOOP VERTICAL 55 GALLONS 120POLYETHYLENE 1 60 1/3 PROVIDE LOW LEVEL PUMP CUT-OFF, LOW LEVEL ALARM,REMOTE MONITORING CONTACTWATER TREATMENTJOHN WOOD JWGP-53-055 VOLUME (GALLONS) ACCEPTANCE FAN TYPES: CRCE=CENTRIFUGAL ROOF CURB MOUNTED EXHAUSTER PRCE=PROPELLER ROOF CURB MOUNTED EXHAUSTER PRCS=PROPELLER ROOF CURB MOUNTED SUPPLY FAN CFC=CENTRIFUGAL FORWARD CURVED CE=CEILING MOUNTED EXHAUSTER CRCU=CENTRIFUGAL ROOF CURB UPBLAST CAF=CENTRIFUGAL AIR FOIL CBI=CENTRIFUGAL BACKWARD INCLINED VA=VANE AXIAL EF-2 BUILDING H METER ROOM GREENHECK/SP-B110 EXHAUST CE REVERSE-ACTING THERMOSTAT GRAVITYBACK DRAFT GRAVITYBACK DRAFT 9501000.375 DIRECT 80W 950 120 1 EF-3 BLDG C-LEVEL ONE WATERPROOF CAVITY GREENHECK/CSP-A110 EXHAUST INLINE CONTINUOUS OPERATION -100 0.250 950 DIRECT 51W 950 120 1 CONNECT TO CIRCUIT FED FROM PANEL ON EMERGENCY GENERATOR, PROVIDE VIBRATION MOUNTING ANDACCESS DOOR FOR SERVICE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" M2.1 MECHANICAL SCHEDULES Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2017 16-063 No.Description Date 8 Addendum 8 11/5/19 9 02/14/20MSK M2.1R1 MSK M2.1R1 9 MODEL NUMBER SCHEDULE OF ENERGY RECOVERY VENTILATORS SYMBOL MANUFACTURER/LOCATION CFM EXHAUST AIROUTSIDE AIR CFM S.P. (IN. WG.) TOTALEXT. REMARKS ERV-1 BUILDING ACRAWL SPACE A BUILDING RENEWAIRE/480 IN 250 0.75 N/A 240 .75 N/A ELECTRICAL VOLTHP PH 11200.6 WINTER 452 S.P. (IN. WG.) TOTALEXT. SUMMER SUMMER EAT DB/WB LAT DB/WB 91/73 80/63 AREA SERVED WEIGHT(LBS) 150 EAT DB WINTER LAT ERV-2 BUILDINGB ATTIC B BUILDING RENEWAIRE/HE 1.5X INH 800 0.75 N/A 750 .75 N/A 11201.0 452 91/73 80/63 400 MCA 9 18 MOCP 15 20 ELECTRIC HEATER SCHEDULE MANUFACTURER/MODEL NUMBER CAPACITY(BTUH)SYMBOL LOCATION EWH-1 BUILDING 'B' ELECTRICAL ROOM BERKO / SRA-1012A 3413 CFM 65 ENT LVG 104 TEMP (°F) AIR DATA ELECTRICAL DATA KW 1.0 8.4 A VOLT PH 120 1 INTEGRAL THERMOSTAT, SURFACE MOUNTING SLEEVE REMARKS BUILDING 'B' SOUTH STAIRS BUILDING 'B' NORTH VESTIBULE EWH-2 EWH-3 BUILDING 'B' MAINTENANCE ROOMEUH-1 BLDG B LAUNDRY ROOMEWH-4 UNIT D-2 BATHROOMEWH-5 UNIT D-1 ELECTRICAL ROOMEWH-6 BUILDING 'D' STAIRSEWH-7 UNIT D-4 BATHROOMEWH-8 BUILDING 'E' STAIRSEWH-9 BUILDING 'H' METERROOMEWH-10 BERKO / SRA-1812A BERKO / SRA-1012A BERKO / SRA-1512A BERKO / SRA-1012A BERKO / SRA-1812A BERKO / SRA-1512A BERKO / HUHAA-524 NOTE- PROVIDE ALL UNITS WITH TAMPERPROOF ENCLOSURE BERKO / SRA-1512A BERKO / SRA-1512A BERKO / SRA-1512A 6142 3413 2560 2560 2560 5120 2560 3071 5120 65 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 60 60 60 111 104 98 98 98 108 98 101 108 118 1.8 1.0 0.75 0.75 0.75 1.5 0.90 0.75 1.5 5.0 21.0 12.5 7.5 6.25 12.5 6.25 6.25 6.25 8.4 15.0 120 120 120 120 120 120 120 120 120 208 1 1 1 1 1 1 1 1 1 317,000 350 INTEGRAL THERMOSTAT, SURFACE MOUNTING SLEEVE INTEGRAL THERMOSTAT, SURFACE MOUNTING SLEEVE INTEGRAL THERMOSTAT, RECESSED MOUNTINGSLEEVE INTEGRAL THERMOSTAT, SURFACE MOUNTING SLEEVE INTEGRAL THERMOSTAT, RECESSED MOUNTINGSLEEVE INTEGRAL THERMOSTAT, SURFACE MOUNTING SLEEVE INTEGRAL THERMOSTAT, SURFACE MOUNTING SLEEVE WALL THERMOSTAT, HORIZONTAL MOUNT INTEGRAL THERMOSTAT, RECESSED MOUNTINGSLEEVEINTEGRAL THERMOSTAT, RECESSED MOUNTINGSLEEVE REMARKSTHROWINLET SIZENUMBERTYPE DIFFUSERS, REGISTERS & GRILLES SCHEDULE FACE SIZEMANUFACTURER / MODEL NUMBER NOTES:1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF AIR INLETS AND OUTLETS SO AS TO ACHIEVE COMPATIBILITY WITH SELECTED CEILING, WALL OR DUCT SYSTEM 2. AIR INLETS AND OUTLETS SHALL BE SELECTED BASED ON THE FOLLOWING CRITERIA - MAXIMUM INLET OR OUTLET VELOCITY 500 FPM - MAXIMUM NC RATING NOT TO EXCEED 35 - THROW PATTERN AS PER SCHEDULES AND PLANS - THROWS SHALL NOT INTERSECT OR REACH WALLS AND PARTITIONS3. FINISH SELECTION BY ARCHITECT GALVANIZED STEELAMETALIRE/V4004D SIDEWALL MOUNT 12 X 8 10 X 6 -ADJUSTABLE NECK SIZE DAMPER GALVANIZED STEELB14 X 8 12 X 6 -ADJUSTABLE GALVANIZED STEELC20 X 8 18 X 6 -ADJUSTABLE GALVANIZED STEELD18 X 10 16 X 8 -ADJUSTABLE GALVANIZED STEELR1LINDAB/RGS-3 -INTEGRAL GALVANIZED STEELR2LINDAB/RGS-3 -INTEGRAL GALVANIZED STEELR3LINDAB/RGS-3 -INTEGRAL GALVANIZED STEELG16 X 7 13 X 6 -ADJUSTABLE GALVANIZED STEELE22 X 10 20 X 8 -ADJUSTABLE GALVANIZED STEELFLINDAB/RGS-3 20 X 4 17 X 3 -ADJUSTABLE INTEGRALDUCT MOUNT DUCT MOUNT DUCT MOUNT DUCT MOUNT 20 X 4 17 X 3 16 X 7 13 X 6 20 X 7 17 X 6 - - - GALVANIZED STEELH20 X 7 17 X 6 -ADJUSTABLE GALVANIZED STEELI24 X 7 21 X 6 -ADJUSTABLE GALVANIZED STEELR4METALAIRE/RHD 12 X 8 10 X 6 -SIDEWALL MOUNT OBD- GALVANIZED STEELR5METALAIRE/RHD 20 X 10 18 X 8 -SIDEWALL MOUNT OBD- GALVANIZED STEELR6METALAIRE/RHD 20 X 14 18 X 12 -SIDEWALL MOUNT OBD- GALVANIZED STEELR7METALAIRE/RHD 30 X 14 28 X 12 -SIDEWALL MOUNT OBD- GALVANIZED STEELR8METALAIRE/RHD 26 X 20 24 X 18 -SIDEWALL MOUNT OBD- GALVANIZED STEELR9METALAIRE/RHD 32 X 26 30 X 24 -SIDEWALL MOUNT OBD- GALVANIZED STEELR10METALAIRE/RHD 14 X 14 12 X 12 -CEILING MOUNT OBD- GALVANIZED STEELE1METALAIRE/RHD 10 X 10 8 X 8 -CEILING MOUNT OBD- OBD OBD OBD OBD OBD INTEGRAL INTEGRAL INTEGRAL SIDEWALL MOUNT SIDEWALL MOUNT SIDEWALL MOUNT SIDEWALL MOUNT DUCT MOUNT DUCT MOUNT DUCT MOUNT METALIRE/V4004D METALIRE/V4004D METALIRE/V4004D METALIRE/V4004D LINDAB/RGS-3 LINDAB/RGS-3 LINDAB/RGS-3 BUILDING 'L'EUH-2 BERKO / HUHAA-524 60 118 5.0 21.0 208 317,000 350 WALL THERMOSTAT, HORIZONTAL MOUNT 8 8 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" M2.2 MECHANICAL SCHEDULES Dakota Partners, Inc. 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"HOMA" GRINDER SERIES#GRP16/3, OR APPROVED EQUAL.1.5HP, 208V, 3, 25 GPM, 14 FT. HD.FIBERGLASS BASIN WITH ACCESSIBLECOVER, DUPLEX CONTROL PANEL CO FD-1 2"ø 2 1/2"ø FD-1 4"ø2"ø HP2 4"3"øCO CO 6" INSULATED ENCLOSUREBY ARCHITECT ALONGRETAINING WALL FORSANITARY MAIN BY ARCHITECT 9 2"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-PB1.SB PLUMBING PLAN BLDG 'B'-LEVEL SB BLDG 'C'-LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 6 Arch Revisions 12/20/19 8 Addendum 8 11/15/19 9 02/14/2020 PSK ABC-PB1.SBR1 PSK-ABC-PB1.SBR1 OA L2.2 L2.A L2.B L2.C L2.D L2.E L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 UNIT B-1 (2 BEDROOM) TYPE A UNIT B-2(2 BEDROOM) UNIT C-3(2 BEDROOM) TYPE A UNIT C-4 (2 BEDROOM) TYPE A ELEVATOR BUILDING B BUILDING C BUILDING A CRAWL SPACE BUILDING G BUILDING D BUILDING F 1" HWR UP&DN 3" HW UP&DN 3" CW UP&DN L-1 WC-1 B-1 S-1 L-1WC-1 B-1 S-1 L-1WC-1 B-1 S-1 L-1 WC-1 B-1 S-1 3" VDN,4"VTR 1 1/2"ø 1/2"ø1/2"ø 3/4"ø 1/2"ø 1/2"ø 3/4"ø1/2"ø 1/2"ø 1/2"ø1/2"øERV-1 HP-5 HP2 HP2 HP21"ø1/2"ø1"ø3/4"ø 3/4"ø3/4"ø1/2"ø1/2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø 1/2"ø 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) YCO 6" SANITARY FROM BUILDING B,SEE DRAWING ABC-PB1.SB FORCONTINUATION HP2 1 1/2"ø 1/2"ø1/2"ø 3/4"ø 1 1/2"ø FCO 3/4" CW FROM BOLOW 3/4" HW & 1/2" HWRFROM BELOW 6" SAN UP & DN FCO 1/2"ø1/2"ø 4"ø1 1/ 2 " ø 4"ø 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-PB1.B PLUMBING PLAN BLDG A-CRAWL SPACE BLDG 'B'-LEVEL B BLDG 'C'-LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 6 Arch Revisions 12/20/19 8 Addendum 8 11/15/19 9 02/14/2020 PSK ABC-PB1.BR1 9 PSK-ABC-PB1.BR1 OA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 BUILDING D BUILDING B BUILDING C BUILDING G BUILDING A UNIT A-1 (2 BEDROOM) UNIT A-2 (1 BEDROOM) UNIT B-3 (1 BEDROOM) TYPE 'A' UNIT B-4(2 BEDROOM) UNIT B-5 (1 BEDROOM) UNIT B-6(1 BEDROOM) UNIT B-7 (STUDIO) UNIT A-2 (2 BEDROOM) WCO 2"ø2" W UP& DN 4"ø 3"ø 3"ø3/4"ø 4" WUP&DN L-1 WC-1 B-1 S-1 L-1 WC-1 B-1 S-1 3" HW & 1" HWR DN S-1 S-1 L-1 WC-1 B-1 L-1 SH-1 L-1 WC-1 B-1 L-1 WC-1 B-1L-1 WC-1B-1 L-1 WC-1B-1 S-1 S-1 S-1 2"ø2"ø 1 1/2"ø 1 1/2"ø 1 1/2"ø 2"ø 3" V UP 2"ø 1 1/2"ø 2"ø 2 1/2"ø 3" VUP 2 1/2"ø 2"ø2"ø 1 1/2"ø1 1/2"ø2"ø 3" V UP 1 1/2"ø 2"ø2"ø 1 1/2"ø 2 1/2"ø3" VUP 2"ø 1 1/2"ø 3"ø 2"ø 2 1/2"ø 1 1/2"ø 3" VUP 1 1/2"ø 3" V UP 3" V UP 2"ø2"ø 1 1/2"ø 2 1/2"ø 2"ø 4" W UP 2"ø HP1 2"ø 3/4" CONDENSATEDRAIN WITH INDIRECT WASTE CONNECTION TO NEAREST SANITARY,VERIFY LOCATION ANDROUTING IN FIELD(TYPICAL) 2"ø 2"ø 3/4" CONDENSATE DRAIN WITH INDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) HP1 HP1 HP1 HP1 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) 3"ø 6"ø3"ø DCW3"ø DHW1"ø DHWR2"ø DCW2"ø DHW1"ø DHWR1/2"ø1/2"ø 1"ø 2"ø 2"ø 3" V UP 2"ø 6" SAN UP& DN IN WALL 6"ø HP1 S-1 4" 4" HP1 6"ø 4"ø W 4" SANITARY FROMBATHROOM GROUPS ABOVE (TYPICAL) FCO WC-1 9 FCO FCO A B D E C F G H J K L M NORTH SITE KEY PLAN Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-PB1.1 PLUMBING PLAN BLDG 'A'-LEVEL 1 BLDG 'B'-LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 No.Description Date 1 6 Arch Revisions 12/20/19 8 Addendum 8 11/15/19 9 02/14/2020 PSK ABC-PB1.1R1 PSK ABC-PB1.1R1 OA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L 4.5 UNIT B-8(1 BEDROOM) TYPE A UNIT B-9(2 BEDROOM) UNIT B-10 (1 BEDROOM) UNIT B-11 (1 BEDROOM) UNIT B-12(1 BEDROOM) BUILDING B BUILDING C BUILDING A BUILDING G BUILDING D CW, HW & HWR TO BUILDINGS D & E, SEE DRAWING DE-P1.1 FOR CONTINUATION 3" V UP & DN 2"ø 1 1/2"ø 2 1/2"ø 3" V UP & DN 2 1/2"ø 2"ø2"ø 1 1/2"ø1 1/2"ø2"ø 3" V UP& DN 1 1/2"ø 2"ø2"ø 1 1/2"ø 2 1/2"ø 3" V UP& DN 2"ø 1 1/2"ø 3"ø 2"ø 2 1/2"ø 1 1/2"ø 3" V UP& DN 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) HP-1 HP1 HP-1 HP1 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) HP1 B-1 L-1 WC-1 SH-1 S-1 L-1 WC-1 B-1 S-1 L-1 WC-1 B-1 S-1 L-1 WC-1 B-1 S-1 1 1/4"ø DHW 1 1/2"ø DCW 1/2"ø DHWR 6" SAN DN 4" SAN UP 3/4" H&CW, 2" W TO WASHING MACHINE (TYPICAL FOR 4 SETS) S-1 WMF-1 WMF-1WMF-1 WMF-1 WC-1 FCO 4" W DN L-1 1"ø1"ø 3" 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-PB1.2 PLUMBING PLAN BLDG 'B'-LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 6 Arch Revisions 12/20/19 8 Addendum 8 11/15/19 10 04/03/20 PSK ABC-PB1.2R1 PSK-ABC-PB1.2R1 2" 3" L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.1 O1 O2 O3 O4 O5 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING G BUILDING D BUILDING B BUILDING C BUILDING A UNIT A-4 (1 BEDROOM)H.C. UNIT A-5 (1 BEDROOM) UNIT A-6(2 BEDROOM) H.C. UNIT B-13 (1 BEDROOM) TYPE A UNIT B-14(2 BEDROOM) UNIT B-15 (1 BEDROOM) UNIT B-16 (1 BEDROOM) UNIT B-17 (1 BEDROOM) 1/2" C&HW &2" W DN 1" C&HW DN 3/4"ø 3/4"ø 3/4"ø 1"ø 3/4"ø 4" WDN 2"ø2"ø 2" W DN 2" W DN 4" W DN 1 1/2"ø 1 1/2"ø 2"ø 3" V UP & DN 2"ø 1 1/2"ø 2 1/2"ø 3" V UP & DN 2 1/2"ø 2"ø2"ø 1 1/2"ø1 1/2"ø2"ø 3" V UP& DN 1 1/2"ø 2"ø2"ø 1 1/2"ø 2 1/2"ø3" V UP& DN 2"ø 1 1/2"ø 3"ø 2"ø 2 1/2"ø 1 1/2"ø 3" V UP& DN L-1 WC-1B-1 S-1 HP1 L-1 WC-1 B-1 S-1 HP1 L-1 WC-1 B-1 S-1 L-1 WC-1 SH-1 S-1 L-1 WC-1 B-1 S-1 L-1 WC-1 B-1 S-1 HP1 L-1 WC-1 B-1 S-1 3/4" CONDENSATE DRAIN WITH INDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) HP2 HP1 HP1 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) HP1 B-1 WC-1 3/4" CONDENSATE DRAIN WITH INDIRECT WASTECONNECTION TO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD (TYPICAL) 3" VTR 1 1/2"ø 1/2"ø1/2"ø 1 1/2"ø 2 1/2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø1/2"ø 2"ø 2 1/2"ø HP1 1 1/2"ø 4" SAN UP & DN Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-PB1.3 PLUMBING PLAN BLDG 'A'- LEVEL 2 BLDG 'B'- LEVEL 3 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Arch Revisions 12/20/19 Addendum 8 11/15/19 PSK ABC-PB1.3 12/31/19PSK-ABC-PB1.3 WA L2.2 L2.A L2.B L2.C L2.D L2.E L2.F L2.G L2.H L2.J L2.K L2.M L2.N L2.1 W1 W2 W3 W4 W5 W6 W7 W8 W9 L2.L BUILDING B BUILDING A UNIT B-18(1 BEDROOM) UNIT B-19 (2 BEDROOM) UNIT B-20 (1 BEDROOM) UNIT B-21(1 BEDROOM) UNIT B-22(1 BEDROOM) ATTIC SPACE 1 1/2"ø 1 1/2"ø 2"ø 3" V UP & DN 2"ø 1 1/2"ø 2 1/2"ø 3" V UP & DN 2 1/2"ø 2"ø2"ø 1 1/2"ø1 1/2"ø2"ø 3" V UP& DN 1 1/2"ø 2"ø2"ø 1 1/2"ø 2 1/2"ø 3" V UP & DN 2"ø 1 1/2"ø 3"ø 2"ø 2 1/2"ø 1 1/2"ø 3" V UP & DN 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) HP2 HP1 HP1 HP1 3/4" CONDENSATE DRAIN WITH INDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) HP1 L-1 WC-1 B-1 S-1 L-1 WC-1 SH-1 S-1 L-1 WC-1B-1 S-1 L-1 WC-1 B-1 S-1 L-1 WC-1 B-1 S-11"ø3/4"ø1"ø3/4"ø1"ø 3/4"ø 1"ø3/4"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 4" SAN DN,4" V UP 1 1/2"ø1 1/2"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-PB1.4 PLUMBING PLAN BLDG 'A'- ATTIC BLDG 'B'- LEVEL 4 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Arch Revisions 12/20/19 Addendum 8 11/15/19 PSK ABC-PB1.4 3/4" CONDENSATE DRAINWITH INDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL) BUILDING G B UPPER LEVEL HP4 12/31/19PSK-ABC-PB1.4 DN 1 A B 2 OA O1 O2 O3 O4 O54.5 BUILDING D UNIT D-1(2 BEDROOM) UNIT D-2 (1 BEDROOM) ENTRY VESTIBULE OFFICE KITCHEN FITNESSROOM JAN.COMMUNITYROOM BUILDING E 1/2"ø DHW 1" C&HW UP 1/2"C&HW UP 1 1/2"CW & 1 1/4"HW UP 1/2"ø 1/2"ø1/2"ø1"ø DHW 1"ø DCW 1/2"ø 1/2"ø1/2"ø1/2"ø1/2"ø 4"ø4"ø W 4"ø W UP 2"ø W 2"ø 4"ø 1 1/2"ø 4"ø 4"ø W 1 1/2" W UP 4" SANITARY TO BUILDING F,SEE DRAWING F-PB1.1 FORCONTINUATION LEVEL 1 1 1/2"ø 1 1/2"ø 3" V UP 2 1/2"ø 2"ø2"ø 1 1/2"ø 2 1/2"ø V UP 2"ø S-1 S-1 L-1WC-1 WC-1 L-1 B-1 HP7 BEDROOM STAIRS D1 BEDROOM 4" W DN, PROVIDEWALL CLEANOUT ATBASE OF RISER 2"ø BEDROOM 1/2"ø1/2"øWC-1 2"ø 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) B-1 2"ø2"ø HP1 HP2 YCO FCO 4"ø FCO MECH OFFICE REST ROOM VESTIBULE9 FCO S-1 S-2 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTIONTO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD(TYPICAL) HP7 S-1 2"ø 2"ø REST ROOM WC-1 1/2" H&CW & 1 1/2" V UP,2" W DN 4" FROM ABOVE 9 FCO 4" W 1 A B 2 OA O1 O2 O3 O4 O54.5 BUILDING D BUILDING E UNIT D-3 (2 BEDROOM) UNIT D-4 (1 BEDROOM) UNIT E-2 (1 BEDROOM) UNIT E-3 (2 BEDROOM) 1 1/2"ø1 1/4"ø1/2"ø 1/2"ø1/2"ø 1 1/2"ø 1/2"ø1/2"ø1/2"ø 1" C&HW DN 3/4"ø1/2"ø1/2"ø 3/4"ø3/4"ø 1/2"ø DHWR 1"ø DHW1"ø DCW1/2"ø1/2"ø 1/2"ø1/2"ø1/2"ø 1 1/4"ø1"ø1/2"ø1/2"ø1"ø 1 1/4"ø1/2"ø1/2" CW&HW DN 1 1/4"ø 1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø DCW DHWDHWR 1"ø DCW1 1/4"ø DHW1/2"ø DHWR 1 1/2" CW &1 1/4" HWDN 4"ø W DN 4"ø W DN 1/2"ø 1 1/2"ø W 1 1/2"ø 2"ø 4"ø 1 1/2" W DN 4" W DN 2" W DN 1 1/2" W DN LEVEL 2 1 1/2" W DN 4" W DN 3" V DN&UPTO 4" VTR 1 1/2"ø 1 1/2"ø 2"ø2"ø 1 1/2"ø 1 1/2"ø 2"ø 1 1/2"ø 2"ø2"ø 2 1/2"ø2 1/2"ø 4"ø 4" VENT TO VTR 2 1/2"ø 1 1/2"ø2"ø 2"ø HP2 HP2 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD(TYPICAL) 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTIONTO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD(TYPICAL)HP1 HP1 1 1/2" 1/2" H&CW, 1 1/2" V DN 1/2"1/2" 1 1/2" 9 1/2"ø1/2"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" DE-PB1.1 PLUMBING PLAN BLDGS 'D' AND 'E'- LEVEL 1 AND 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN S-1 S-1 S-1 S-1 L-1 WC-1 B-1 B-1 WC-1 L-1 B-1 L-1 L-1 WC-1 WC-1 B-1 ELECTRICALROOM No.Description Date 1 5 Revision 5 06/10/19 6 Arch Revisions 12/20/19 8 Addendum 8 11/15/19 9 02/14/2020 PSK DE-PB1.1R1 PSK DE-PB1.1R1 1 1/2" CW FROM BLDG 'C', SEE DRAWING ABC-PB1.SB FORCONTINUATION 1" CW MAKE UP TO BOILER LOOP LEVEL 1 INCOMING GAS SERVICEAND METER BY LOCALUTILITY COMPANY.SEE SITE UTILITY PLANFOR CONTINUATION GAS ON TOBELOW SLABGG6" W FROM ABOVE, SEE LEVEL 2THIS SHEET FOR CONTINUATION. PROVIDE CLEANOUT AT BASE OF RISER GG B-1 B-1 SUMP 6" W TO BLDG 'G', SEEDRAWING G-PB1.1FOR CONTINUATION 1" CW FILL FORSUMP TANK 1 1/4" GAS TO BLDG 'B', SEEDRAWING ABC-PB1.1 FORCONTINUATION CO GG CHEMICAL TREATMENTSYSTEMS FOR COOLINGTOWER AND SOURCE WATERLOOPS AS SPECIFIED AND DETAILED. COORDINATE EQUIPMENT, PUMP AND ACCESSORYSELECTION, INSTALLATION ANDOPERATION WITH COOLING TOWERMANUFACTURER 3/4"ø 1 1/4" CW UP 1 1/4"ø AREA RESERVED FOR SVE EQUIPMENT HX-1 1 1/4"ø 1"ø 3/4" CONDENSATEDRAIN FROM ABOVE 1 1/4" GAS TO BLDG 'G', SEEDRAWIN G-PB1.1 FORCONTINUATION SAND FILTRATION EQUIPMENTWITH BACKWASH TANK ANDCONTROL PANEL AS SPECIFIED ANDDETAILED. COORDINATEEQUIPMENT, PUMP AND ACCESSORYSELECTION, INSTALLATION ANDOPERATION WITH COOLING TOWER MANUFACTURER, PROVIDE MINIMUM 3/4" CW CONNECTION AND 1 1/2"BACKWASH DRAIN PIPING WITH FLOWDISCHARGE THROTTLE VALVE TO FLOORDRAIN 1 1/4" GAS OUT TO GENERATORSEE SITE UTILITY PLAN FOR CONTINUATION 1 1/4" 3"2 1/2" 2" 1 1/2" 2 1/2" 1 1/4" GAS TO BOILER. PROVIDE PRESSURE REDUCING VALVEIN ACCESSIBLE LOCATION.COORDINATE SIZE AND VENTINGREQUIREMENTS WITH BOILERMANUFACTURER (TYPICAL FOR 2) CF-1 CF-2 1 1/2"ø1 1/4" SUMP PIT WITH EJECTOR PUMP AND 2" DISCHARGEUP, SEE LEVEL 2 THIS SHEETFOR CONTINUATION SUMP TANK DRAIN TO FLOORDRAIN, COORDINATE INSTALLATIONAND OPERATION WITH COOLINGTOWER MANUFACTURER FD-14"ø 4" FD-1 FD-1 LEVEL 2 G 2"ø G 2" GAS FROM BELOW,SEE LEVEL 1 THISSHEET FORCONTINUATION 2" GAS OUT TO GENERATOR,SEE SITE UTILITY PLAN FOR CONTINUATION 6" W DN, SEE LEVEL 1 THIS SHEETFOR CONTINUATION HP93/4" CONDENSATEDRAIN DN 6" 4" W FROMBLDGS 'D' & 'E', SEE DRAWING ABC-PB1.SB FORCONTINUATION 6" W FROM BLDGS A,B,&C. SEEDRAWING ABC-PB1.SB FORCONTINUATION 4" 6" 2" SANITARY FROM SUMPPIT EJECTOR PUMPBELOW, SEE LEVEL 1THIS SHEET FORCONTINUATION 1 1/4" CW MAKE UP TO COOLING TOWER 2"ø 4" VTR 9 4" V FROM BELOWTO 4" VTR ROOF CT-1 1 1/4" CW MAKE UPTO COOLING TOWER 1 1/4"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" F-PB1.1 PLUMBING PLAN BUILDING 'F'- LEVEL 1, LEVEL 2 AND MEZZANINE Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 6 Arch Revisions 12/20/19 9 02/14/2020 PSK F-PB1.1R1 PSK F-PB1.1R1 9 9 BUILDING H BUILDING G 4"ø UNIT G-5(2 BEDROOM)UNIT G-6 (1 BEDROOM)UNIT G-7 (1 BEDROOM) UNIT G-8 (1 BEDROOM)UNIT G-9(2 BEDROOM) UNIT G-4 (1 BEDROOM) UNIT G-3 (1 BEDROOM)UNIT G-2(1 BEDROOM) UNIT G-1(2 BEDROOM) 6"ø 3/4"ø 3/4"ø 1/2"ø 3/4"ø 3/4"ø 1/2"ø1/2"ø1/2"ø 1/2"ø3/4"ø 1"ø 6"ø 3/4"ø 1/2"ø S-1 S-1S-1 S-1 S-1 S-1S-1 S-1 S-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 B-1 B-1B-1 B-1B-1 B-1 B-1 B-1B-1 1/2"ø1/2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 4" VTR BUILDING K 6" SANITARY FROM BUILDING F, SEE DRAWINGF-PB1.1 FOR CONTINUATION SAN, CW, HW & HWR TO BUILDING, SEEDRAWING HK-PB1.1 FORCONTINUATION FCO 1/2"ø 1/2"ø 1/2"ø 1/2"ø 3/4"ø 1 1/2"ø 2"ø2"ø 3"ø 1 1/2"ø 1 1/2"ø 1 1/2"ø 1"ø 1"ø 3/4"ø3/4"ø 1/2"ø1/2"ø 3/4"ø SIMILAR TOUNIT G-6 SIMILAR TO UNIT G-7 1/2"ø1/2"ø 2"ø4"ø2"ø 3/4"ø 3/4"ø 2"ø 2 1/2"ø 3"ø L-1 4" VTR 4"ø 3/4"ø 2"ø2"ø 2"ø2"ø 1 1/2"ø 2"ø HP1 HP2 3/4" CONDENSATE DRAIN WITH INDIRECT WASTECONNECTION TO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD (TYPICAL) 3/4"ø HP1 HP1 HP1 2"ø 1 1/2"ø 2"ø 3/4"ø3/4"ø 1/2"ø1/2"ø 1 1/2"ø 2"ø 3/4"ø3/4"ø 1 1/2"ø 2"ø 2"ø 2"ø 1 1/2"ø 1/2"ø1/2"ø 3/4"ø3/4"ø 2"ø 2"ø 1 1/2"ø 3/4"ø3/4"ø 1 1/4"ø 1 1/2"ø 1 1/4" GAS UP ALONG WALL AND ACROSS ROOF OF BUILDING G ADJACENT TO HIGHER ROOFOF BUILDING H. PAINT, ATTACH AND INSTALLPER SPECIFICATIONS 1 1/4" GAS FROM BUILDING F, SEE DRAWINGF-PB1.1 FOR CONTINUATION GG1 1/2" GAS FROM ROOF INTOMECHANICAL ROOM OFBUILDING H. SEE DRAWINGHK-PB1.1 FOR CONTINUATION6"ø6"ø G FCO 1 1/2"ø HP2 HP1 HP1 HP1 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" G-PB1.1 PLUMBING PLAN BUILDING G Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Arch Revisions 12/20/19 Addendum 8 11/15/19 PSK G-PB1.1 12/31/19PSK G-PB1.1 BFPBFP UNIT H-2 (2 BEDROOM) METER ROOM LAUNDRY ROOM LOBBY BUILDING H (2) 300 GALLONINDIRECT HOT WATER STORAGE TANKS, SEE 11/P3.2 FORPIPING DIAGRAM GAS FIRED DOMESTIC HOT WATER BOILER UNIT H-1(1 BEDROOM) BOILER AND SPRINKLER ROOM JANITOR BUILDING J BUILDING K TMV1 B1 ET1 AS-1 3/4"ø DHWR 1"ø DHW 6"ø W 3/4"ø3/4"ø1 1/2"ø 1 1/4"ø UNIT K-2 (1 BEDROOM)UNIT K-4 (1 BEDROOM) UNIT K-1 (1 BEDROOM)UNIT K-3 (1 BEDROOM) P-1 P-2 3"ø 3/4"ø S-1 L-1 WC-11 1/4"ø2"øFD-13"ø B-1L-1 WC-1 B-1 H&CW TO WASHING MACHINESUPPLY MANIFOLD, PROVIDELAUNDRY MATE CONNECTION FOREACH UNIT AS SCHEDULED WMF-1 WMF-1 3/4"ø 3" STANDPIPE FORWASHING MACHINEINDIRECT DRAINS S-1 L-1 WC-1 B-1 1"ø DCW 2"ø L-1 L-1WC-1 WC-1 B-1 B-1 S-1 B-1 S-1 S-1 FCO 1 1/2"ø 2"ø2 1/2"ø 3"ø 4"ø 1 1/2"ø 2 1/2"ø 4" VTR 2 1/2"ø 4" VTR 2"ø 1 1/2"ø 2"ø SAN, CW, HW & HWR TOBUILDING G, SEE DRAWING G-PB1.1 FOR CONTINUATION SAN, CW, HW & HWR TOBUILDING J, SEE DRAWINGJ-PB1.1 FOR CONTINUATION SAN, CW, HW & HWRTO BUILDINGS L & M,SEE DRAWING LM-PB1.1 FOR CONTINUATION HP8 HP8 HP1 HP6 HP1 HP1 HP2 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) 1/2"ø1/2"ø 3/4"ø 3/4"ø 1/2"ø1/2"ø 3/4"ø3/4"ø 6"ø FCO 4"ø 4"ø FCO 1 1/4" GAS FROM ROOFABOVE, SEE DRAWINGG-PB1.1 FORCONTINUATION. PROVIDEPRESSURE REDUCINGVALVE IN ACCESSIBLELOCATION. COORDINATE SIZE AND VENTING REQUIREMENTS WITHBOILER MANUFACTURER 6"ø 1 1/2"ø 2 1/2"ø 1/2"ø1/2"ø1 1/2"ø HP1 1/2"ø1/2"ø 1 1/2"ø 1 1/2"ø S-1 1 1/2"ø1 1/2"ø 1 1/2"ø L-1 3/4"ø3/4"ø 3"ø WC-1 2"ø 1 1/2"ø 1 1/2"ø 3"ø SS-1 1/2"ø1/2"ø D D D D W W W W WMF-1 1 1/4"ø1 1/4"ø 1"ø 10 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" HK-PB1.1 PLUMBING PLAN BLDGS 'H' & 'K'-LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 6 Arch Revisions 12/20/19 8 Addendum 8 11/15/19 9 02/14/20 10 04/03/20 PSK HK-PB1.1R1 PSK HK-PB1.1 PSK HK-PB1.1R1 BUILDING J UNIT J-8(2 BEDROOM) UNIT J-7 (1 BEDROOM) UNIT J-6 (2 BEDROOM) UNIT J-3 (2 BEDROOM) UNIT J-2 (2 BEDROOM)UNIT J-1 (2 BEDROOM) UNIT J-5 (2 BEDROOM) UNIT J-4 (2 BEDROOM) FCO 3/4"ø 1"ø 3/4"ø 1"ø 3/4"ø3/4"ø 3/4"ø3/4"ø 3/4"ø3/4"ø 3/4"ø3/4"ø 3/4"ø3/4"ø 1/2"ø 1/2"ø 1/2"ø 1/2"ø L-1 B-1WC-1 L-1 B-1 WC-1 S-1 S-1 L-1 L-1 HP2 HP1WC-2 WC-1B-1 B-1 BUILDING H S-1 S-1 S-1 S-1 S-1 S-14" VTR 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTION TO NEAREST SANITARY, VERIFY LOCATION AND ROUTING IN FIELD (TYPICAL) HP3 HP1 HP3 L-1 WC-1B-1 L-1WC-1B-1 B-1 WC-1 WC-1WC-1 WC-1B-1B-1 B-1 L-1 L-1 L-1 L-1 4" VTR 4" VTR 2"ø 2"ø 3"ø 4" VTR 4" VTR 1/2"ø1/2"ø 1 1/2"ø 3"ø 3/4"ø 3/4"ø3/4"ø 3"ø 1/2"ø1/2"ø 1"ø 3/4"ø 1/2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 2"ø 1"ø 1/2"ø 1/2"ø1/2"ø 1"ø 3/4"ø 1"ø 3/4"ø 2"ø 2"ø 3"ø 4"ø 2"ø 1/2"ø1/2"ø 4"ø 1 1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø 1/2"ø1/2"ø 3"ø 4"ø 1 1/2"ø 2"ø 4"ø 2"ø 3"ø3"ø 2"ø 4"ø 2"ø 2"ø2 1/2"ø2 1/2"ø 1 1/2"ø1 1/2"ø 3"ø3"ø 1 1/2"ø 2"ø 1/2"ø 1 1/2"ø 4"ø 1 1/2"ø 2"ø 2"ø 4"ø 1 1/2"ø FCO 1 1/2"ø 2"ø2"ø 2"ø 4"ø 3"ø3"ø 2"ø4"ø 1 1/2"ø 3"ø3"ø2 1/2"ø2 1/2"ø 1 1/2"ø NEW SEWAGE EJECTOR PITWITH DUPLEX PUMP SET.PROVIDE ACCESSIBLE CHECKVALVE ON DISCHARGE CONNECTION TO GRAVITY SANITARY AS REQUIREDAND VENT CONNECTIONAS SHOWN. "HOMA" GRINDER SERIES#GRP16/3, OR APPROVED EQUAL.1.5HP, 208V, 3 PH, 45 GPM, 9 FT. HD.FIBERGLASS BASIN WITH ACCESSIBLE COVER, DUPLEX CONTROL PANEL 2"ø 1 1/2"ø 2"ø FCO HP2 HP2 4"ø HP2 2"ø Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" J-PB1.1 PLUMBING PLAN BUILDING 'J'- LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2017 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Arch Revisions 12/20/19 Addendum 8 11/15/19 PSK J-PB1.1 PSK J-PB1.1 12/31/19 STORAGE 3 3"ø 3/4"ø 3/4"ø1/2"ø1/2"ø 3/4"ø3/4"ø 3"ø 3"ø 3"ø 2 1/2"ø2"ø2"ø1 1/4"ø1 1/4"ø1"ø 1/2"ø 4"ø 6"ø 6"ø 3/4"ø 3/4"ø 3/4"ø3/4"ø1/2"ø3/4"ø 3/4"ø3/4"ø 1"ø 1"ø 3/4"ø 1"ø 6"ø 3"ø 3/4"ø 3/4"ø 3/4"øB-1 WC-1 L-1 S-1 6" SANITARY, 1 1/4" HW AND 3/4" HWR FROM BUILDINGK. SEE DRAWINGHK-PB 1.1 FORCONTINUATION 2" CW FROM BUILDING K.SEE DRAWING HK-PB1.1FOR CONTINUATION 6" SANITARY OUT,WITH ACCESSIBLE BACKFLOWVALVE. SEE SITE UTILITY PLANFOR CONTINUATION 3" CW SERVICE IN, SEE SITE UTILITY PLANFOR CONTINUATIONFOR DOMESTIC WATERSERVICE INSTALLATIONSEE 7/P3.1 FIRE PROTECTIONSERVICE IN WITHBACKFLOW PREVENTER,SEE DRAWING LM-FP1.1 UNIT M-6(2 BEDROOMS) UNIT M-7 (2 BEDROOMS) UNIT M-8 (2 BEDROOMS) UNIT M-9(2 BEDROOMS) UNIT M-10(2 BEDROOMS) UNIT M-11 (2 BEDROOMS) UNIT M-5(2 BEDROOMS) UNIT M-4(2 BEDROOMS) UNIT M-3(2 BEDROOMS) UNIT M-2 (2 BEDROOMS) UNIT M-1(1 BEDROOM) BUILDING M L-1 WC-1B-1B-1WC-1 L-1 S-1S-1 L-1WC-1B-1B-1WC-1L-1 S-1 S-1 L-1 S-1 WC-1B-1 S-1 L-1 WC-1 B-1 S-1 L-1 WC-1 B-1 S-1 S-1 S-1 L-1 L-1 L-1 L-1 B-1 B-1 B-1B-1 WC-1 WC-1 WC-1WC-1 HP2 HP1 HP1 HP1 HP1 HP2 HP2 2"ø 1/2"ø 1/2"ø 4" VTR 4" VTR 1 1/2"ø 1/2"ø1/2"ø 2"ø 3/4"ø3/4"ø 1/2"ø 2"ø 4"ø2"ø 3"ø 2"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 2"ø4"ø 2"ø 2"ø 4"ø2"ø 3/4"ø 1/2"ø1/2"ø 1/2"ø1/2"ø 1/2"ø 1/2"ø1/2"ø 6"ø 1 1/2"1 1/2" 2"1 1/2"2" 4" VTR 2" 2 1/2" 4"ø 1 1/2" 1 1/2" 4" VTR 1 1/2"1/2"ø1/2"ø 2" 2" 1 1/2"ø 2"ø 1 1/2" 1 1/2" 4"ø4"ø 1/2"ø 2"ø 3/4" CONDENSATE DRAIN WITHINDIRECT WASTE CONNECTIONTO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD (TYPICAL) 6"ø 2"ø 1 1/2"ø 6"ø 1 1/2" 2" 4"ø 2"ø HP-2 HP1 4" HP-1 HP2 HP2 HP1 HP1 FCO Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" LM-PB1.1 PLUMBING PLAN BUILDINGS L AND M LEVEL 1 Dakota Partners, Inc. 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OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Revision 9 DATE 9ESK ABC-EL1.SBR1 ESK ABC-EL1.SBR1 02/14/20209 UNIT B-1(2 BEDROOM)TYPE A UNIT B-2(2 BEDROOM) UNIT C-3(2 BEDROOM)TYPE A UNIT C-4(2 BEDROOM)TYPE A ELEVATOR BUILDING B BUILDING CBUILDING A BUILDING G BUILDING D A A A A A C CC C C C C C B B B B B B B B B B B B B B B B B B B B B B B C TPC4 TPC4 -10 TPC4 -3 TPC3 C C TPC3 -10 TPC3 -3 TPC4 -10 TPB1 TPB2 TPB2 -3 TPB1 -3 TPB1 -10 XE XE XE XE XEC HPB1 -25TYP OF CORRIDOR LIGHTING ON BB XHCXHC B TPB2 -10 LINEAR LEDW/BATTERY BACK UP, LUMEX CLDLED HPB1 -6 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EL1.B ELECTRICAL LIGHTING PLAN BUILDINGS B-C LEVEL B Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 Revision 9 DATE 9ESK ABC-EL1.BR1 ESK ABC-EL1.BR1 02/14/20209 33BUILDING D BUILDING B BUILDING C BUILDING G BUILDING A UNIT A-1 (2 BEDROOM)UNIT A-2(1 BEDROOM) UNIT B-3(1 BEDROOM)TYPE 'A' UNIT B-4(2 BEDROOM) UNIT B-5(1 BEDROOM) UNIT B-6(1 BEDROOM) UNIT B-7(STUDIO) UNIT A-2(2 BEDROOM) B BB C C B B B C TPB3 -3 TPB3 -10 TPB3 TPB4 TPB5 E BB B B B C C TPB4 -10TPB4-3 B B B C TPB5 -10 C C C E B B B TPB6 -10TPB6-3 C E B B B TPB7C TPB7 -10 TPB7 -3 C E TPB5 -3 TPB6 A A A A AAACC C C C C C C C E E E B B B B B B B B BB B B B B B B TPA1 TPA2 TPA3 TPA1 -3 TPA1 -10 TPA2 -3 TPA2 -10 TPA3 -3 TPA3 -10 XE XE XE XE XE XE EM EM EM HPB1 -26 HPB1 -26 A A TYP B1 AND A1 CORRIDOR LTG EM XF XF XF XF XEHC A A A HPB1 -26 LINEAR LEDW/BATTERY BACKUP, LUMEX CLDLED Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EL1.1 ELECTRICAL LIGHTING PLAN BLDGS A-B-C LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 Revision 9 DATE 9 ESK ABC-EL1.1R1 ESK ABC-EL1.1R1 02/14/20209 UNIT B-8(1 BEDROOM)TYPE A UNIT B-9 (2 BEDROOM) UNIT B-10(1 BEDROOM) UNIT B-11(1 BEDROOM) UNIT B-12(1 BEDROOM) BUILDING B BUILDING C BUILDING A BUILDING G BUILDING D C C C C C E E E E TPB17TPB11TPB16 TPB13TPB8 TPB9 TPB10 TPB12 A A B B B B B B B B BB B A B B B B BB C C B C A A B B C C C TPB12 -10 TPB11 -10TPB11-3 TPB10 -3 TPB10 -10 TPB9 -10TPB9-3 C TPB8 -3 TPB8 -10 XE XEC EM EM HPB1 -27 HPB1 -25 CCC C EM LINEAR LEDW/BATTERY BACKUP, LUMEX CLDLED HPB1 -6 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EL1.2 ELECTRICAL LIGHTING PLAN BLDGS A-B-C LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Revision 9 DATE 9 ESK ABC-EL1.2R1 ESK ABC-EL1.2R1 02/14/20209 BUILDING G BUILDING D BUILDING B BUILDING C BUILDING A UNIT A-4(1 BEDROOM)H.C. UNIT A-5(1 BEDROOM)UNIT A-6(2 BEDROOM)H.C. UNIT B-13 (1 BEDROOM)TYPE A UNIT B-14(2 BEDROOM) UNIT B-15(1 BEDROOM) UNIT B-16 (1 BEDROOM) UNIT B-17 (1 BEDROOM) C BE B B B C TPB17 -10 TPB17 C C CE B B B TPB16 -10TPB16-3 TPB16 C B B B C TPB15 -10 C E TPB15 -3 TPB14 BB B B C C TPB14 -3E B TPB14 -10 B BB C C B C B B C TPB13 -3 TPB13 -10 TPB13 A A AAAAA A C C C C C C E E B B B B B B B BB B B B B TPA4 TPA6TPA5 C TPA4 -10 TPA4 -3 TPA5 -10 TPA5 -3 TPA6 -10 TPA6 -3 XEEM XEC XE EM EM HPB1 -28 HPB1 -28 CORRIROR LIGHTING ON THIS LEVEL A&B TO HPB1 CIRCUIT 28 B C HEHC HPB1 -28 LINEAR LEDW/BATTERY BACKUP, LUMEX CLDLED A A A A HPB1 -6 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EL1.3 ELECTRICAL LIGHTING PLAN BLDGS A-B-C LEVEL 3 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 Revision 9 DATE 9 ESK ABC-EL1.3R1 ESK ABC-EL1.3R1 02/14/20209 BUILDING D BUILDING G BUILDING B BUILDING C BUILDING A BUILDING F UNIT B-18(1 BEDROOM) UNIT B-19(2 BEDROOM) UNIT B-20(1 BEDROOM) UNIT B-21(1 BEDROOM) UNIT B-22(1 BEDROOM) ATTIC SPACE C BE B B B C TPB22-3TPB22 -10 TPB22 TPB21 C C C E B TPB21 -10TPB21-3 B B B TPB20 -10 C E TPB20 -3 E TPB19 BB B C C TPB19 -10TPB19-3 B BB C C B C B B C TPB18 -3 TPB18 -10 TPB18 TPB20 CB A A XEC XE EM EM HPB1 -28 LINEAR LEDW/BATTERY BACKUP, LUMEX CLDLED HPB1 -6 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EL1.4 ELECTRICAL LIGHTING PLAN BLDGS A-B-C LEVEL 4 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date Revision 9 DATE 9 ESK ABC-EL1.4R1 ESK ABC-EL1.4R1 02/14/20209 GFIGFIGFI FFFFFF FFGFIGFIGFIGFI J GFI GFI GFI GFI GFI GFIJ S S S S J TV TV TV TV TV S J J J TV TV TV J J JJ F F UNIT C-1(2 BEDROOM) UNIT C-2(2 BEDROOM) STAIR 2 ELECTRICAL METER ROOM MAINTENANCE ROOM BOILER ROOM BUILDING B LEVEL SB BUILDING C LEVEL 1 BUILDING A (ABOVE) BUILDING D BUILDING G TPC1 TPC1 - 1 TPC2 TPC2 - 1 TPC2 - 14 TPC2 - 3 TPC1 - 2 TPC1 - 3 TPC1 - 14 HPB1 - 2 HPB1 - 3 HPB1 HPB TPC1 - 4 TPC1 - 5 TPC1 - 11,13 TPC1 - 12 TPC1 - 4 TPC1 - 7 TPC2 - 5 TPC2 - 4 TPC2 - 6,8 TPC2 - 7 TPC2 - 12 TPC2 - 11,13TPC2- 15 HP EF EF-1 TPC1 - 15 TPC1 - 6,8 HPB1 - 31HPB- 13,15,17 S/CO S/CO P1 P2 B1 1B TS FS S/C STRUCTURED MEDIAENCLOSURE (DEMARK) HPB - 20 HPB - 18 EUH-1 EWH-1 SME SME TPC1 - 16 TPC1 - 17 TPC2 - 16 TPC2 - 17 TPC2 - 9 5 9 HP 8 8 8 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEAT PUMP. 8 HPB1 - 1HPB- 19,21,23 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EP1.SB ELECTRICAL POWER PLAN BLDG B-C - LEVEL SB Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 3 Revision 5 Date 5 8 Addendum 8 11/5/19 ESK ABC-EP1.SB 12/31/19 ESK ABC-EP1.SB FF FF J GFIGFI GFIGFIGFIGFI GFIGFIGFIGFIGFIGFIGFIGFIGFIGFI GFIGFI GFIJ J J GFI GFI J J GFIGFIGFIGFIGFIGFIGFIGFI GFI S S S S S TV TVTV TV TV TV SS S S S S TV TV TV TV TV TV TV TV TV TV TV MMMMS J J J J TV TV TV TV TV TV J J J J J JJ J J J J J J GFIUNIT B-1 (2 BEDROOM)TYPE A UNIT B-2(2 BEDROOM) UNIT C-3(2 BEDROOM)TYPE A UNIT C-4(2 BEDROOM) TYPE A ELEVATOR 1 BUILDING B LEVEL B BUILDING C LEVEL 2BUILDING A CRAWL SPACE BUILDING G BUILDING D TPC4 TPC4 - 1 1 11 TPC4 - 2 2 2 2 2 TPC4 - 3 4 4 9 5 TPC4 - 6,8 TPC4 - 7 TPC4 - 11,13 TPC4 - 14 14 14 EF-1 TPB2 TPB1 TPC3 HP-2 2 2 TPB2 - 2 2 2 TPB2 - 1 1 1 1 14 14 14 TPB2 - 14 TPB2 - 4 TPB2 - 9 TPB2 - 5 TPB2 - 7 TPB2 - 6,8 TPB2 - 11,13 554 4 TPB2 - 3 12 TPB1 - 2 TPB1 - 1 TPB1 - 5 TPB1 - 7 TPB1 - 4 TPB1 - 6,8 2 2 2 2 5 5 5 4 4 1 1 1 14 14 14 TPB1 - 14 TPB1 - 11,13 12 TPC3 - 1 TPC3 - 4 TPC3 - 14 TPC3 - 2 TPC3 - 7 TPC3 - 3 TPC3 - 6,8 TPC3 - 9 TPC3 - 5 2 2 2 2 14 14 14 14 1 1 5 TPC3 - 11,13 4 4 4 4 HPB - 12,14,16 ERV-1 HP-5 HPB1 - 22 HPB1 - 21,23 TPC4 - 12 TPC4 - 15 TPC3 - 12 EF-1 HP EF-1 HP EF 1A* 1A *1A * 1A * 1A * 1A * TPB1 - 9 S/CO S/COS/CO S/CO HPB1 - 33 DENOTES CIRCUIT # FOR RECEPTACLEOUTLETS IN ASSOCIATED APARTMENTS TENANT PANEL TS FS EWH-2Z HPB - 22 GFI GFI GFI GFI 2 2 2 TPB2 - 15 TPB2 - 16 TPB1 - 15 TPB1 - 16 TPC3 - 15 TPC3 - 16 TPC4 - 16 TPC4 - 17 5 4 14 8SME 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEATPUMP. 8 14 1 1 1 1 S/CO 5 4 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EP1.B ELECTRICAL POWER PLAN BLDGS B-C - LEVEL B Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK ABC-EP1.B 12/31/19 ESK ABC-EP1.B GFIGFIGFI GFI FF GFI GFIGFIGFIFF F J GFIJGFI GFIGFIGFIJGFIS FF S S J S S GFIGFIGFIGFI J GFI J S S GFI GFIGFIGFIGFI JGFI GFI GFIJ GFIGFIGFI GFI GFIJ GFIGFIGFIGFIGFIGFIGFIGFI GFI J J FFFFGFIGFIGFIGFIGFI J S S S TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV S S TV TV TV TV TV TV TV TV TV TVTV TV TV J J J J J J J J J J J J J J J J J J S BUILDING D BUILDING B LEVEL 1 BUILDING C BUILDING G BUILDING A LEVEL 1 UNIT A-1(2 BEDROOM) UNIT A-2 (1 BEDROOM) UNIT B-3(1 BEDROOM)TYPE 'A' UNIT B-4(2 BEDROOM) UNIT B-5(1 BEDROOM) UNIT B-6(1 BEDROOM) UNIT B-7(STUDIO) UNIT A-2 (2 BEDROOM) TPB7 TPB7 -3 TPB4 -1 TPB4 -2 TPB4 -3 TPB4 -14 TPB4 -4TPB4-9 TPB4 -7 1 1 1 TPA2 -1 2 2 2 TPA2 -2 TPA2 -3 4 TPA2 -4 5 5 4 TPA2 9 TPA2 -9 TPA2 -5 TPA2 -6,8 TPA2 -7 TPA2 -11,13 KEF 2 HP TPA2 -12 HPB1 -17 HPB1 -17 HP TPA1 -1 1 1 1 TPA1 -2 2 2 22 TPA1 -3 4 TPA1 -4 5 TPA1 -5 TPA1 -6,8 TPA1 -7 TPA1 -9 TPA1 -11,13 HP TPA3 2 2 5 1 1 TPA3 -1 TPA3 -2 TPA3 -3 4 TPA3 -4 5 TPA3 -5 TPA3 -6,8TPA3-7 TPA3 -9 TPA3 -11,13 14 14 14 TPA3 -14 22 1 1 11 2 TPB7 -1 TPB7 -4 4 TPB7 -5 TPB7 -6,8 TPB7 -7 TPB7 -9 HP TPB7 -11,13 TPB6 1 1 1 TPB6 -1 22 2 2 TPB6 -2 TPB6 -3 HP 4 5 4 95 TPB6 -6,8 TPB6 -7TPB6-4 TPB6 -11,13 55 TPB4 -5 4 4 11 1 2 2 2 14 14 HP TPB5 1 1 1 2 2 2 HP TPB5 -2 TPB5 -3 5 4 5 TPB5 -6,8 TPB5 -7 TPB5 -9 TPB5 -11,13 14 TPB4 -6,8 TPB4 -11,13TPB4 TPB3 1 1 1 TPB3 -1 2 2 2 2 TPB3 -2 4 TPB3 -3 55 5 TPB3 -5 TPB3 -6,8 TPB3 -7 4 TPB3 -9 1TPB3-4 HP TPB3 -11,13 TPA3 -12 TPA3 -15 TPA1 TPA1 -12 14 14 14 TPA1 -14 TPA1 -15 EF KEF 1 TPB5 -1 TPB5 -4 S/CO S/CO S/CO S/CO S/CO 1A * 1A * 1A * 1A * FAAP HPB-19 EF-1 1A * 1A * HPB1 -17 1A * S/CO S/CO S/CO 1A * INDICATED CIRCUIT # INASSOC. APARTMENTTENANT. PANEL (TP) TYP 2 TS FS EWH-3 SME SM SME SME SME SME SME SM 2 2 2 2 2 2 2 GFI TPA3 -16 TPA3 -17 TPB7 -12 TPB7 -14 TPB6 -12 TPB6 -14 TPB5 -12 TPB5 -14 TPB4 -12 TPB4 -15 TPB3 -12 TPB3 -14 2 14 4 2 2 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEATPUMP. 5 GFI 4 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT CONCEPT 1/8" = 1'-0" ABC-EP1.1 ELECTRICAL POWER PLAN BLDGS A-B-C - LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 9 02/14/2020ESK ABC-EP1.1R1 ESK ABC-EP1.1R1 GFI J GFIJ FF S GFIGFIGFI GFIGFI J GFIGFIGFIGFIGFI J GFIGFIGFI GFI GFI GFIJ S S S S S TV TV TV TV TV TV TV TV TV TV TV S J TV TV TV TV TV J J J J J J J J TV GFIGFI UNIT B-8(1 BEDROOM)TYPE A UNIT B-9(2 BEDROOM) UNIT B-10(1 BEDROOM) UNIT B-11(1 BEDROOM) UNIT B-12(1 BEDROOM) BUILDING B LEVEL 2 TPB9 TPB9 - 1 1 1 1 TPB9 - 2 2 2 2 TPB9 - 3 54 4 5 5 TPB9 - 5TPB9- 6,8 TPB9 - 7 TPB9 - 9 TPB9 - 11,13 HP6 14 14 14 TPB9 - 14 TPB10 1 1 TPB10 - 1 2 4 TPB10 - 4 5 5 TPB10 - 6,8TPB10- 7 2 TPB10 - 2 TPB10 - 9 TPB10 - 11,13 HPB1 - 18 18 2 1 2 2 2 TPB8 - 2 TPB8 - 3 44 5 5 TPB8 - 6,8 TPB8 - 7 TPB8 TPB8 - 4 5 5 2 1 1 1 TPB8 - 9 TPB10 - 5 TPB11 1 1 1 TPB11 - 1 2 2 2 TPB11 - 2 TPB11 - 3 4 5 TPB10 - 3 TPB11 - 5 9 TPB11 - 6,8 TPB11 - 7 TPB11 - 11,13 1 TPB12 - 1 22 2 TPB12 - 2 TPB12 - 3 4 TPB12 - 4 5 TPB12 - 5 TPB12 - 6,8 TPB12 - 7 4 TPB12 - 9 5 TPB12 - 11,13 TPB8 - 11,13 1A * 1 S/CO S/CO S/CO S/CO S/CO 1A *1A * HP 1A * HP HP HP 1A * 1A * TS FS HPB1 - 5 EWH-4 2 SME 2 2 SME 2 SME 2SME TPB12 - 14TPB12- 15 TPB10 - 14 TPB10 - 12 TPB9 - 12 TPB9 - 15 TPB8 - 14 TPB8 - 12 1 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEATPUMP. 8 8 84 8 TPB12 1 18 HPB1 - 14,16 HPB1 - 13,15HPB1- 9,11 HPB1 - 10,12 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EP1.2 ELECTRICAL POWER PLAN BLDGS A-B-C - LEVEL 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK ABC-EP1.B 12/31/19 ESK ABC-EP1.2 GFIGFIGFIGFIGFIJ GFI GFIGFI GFI GFIGFI J FFGFIGFI GFI GFI GFIGFIS S J F GFI GFI GFI GFIGFIGFI J GFIGFIGFIGFIJ GFI GFIGFIS S S S J GFIGFIGFI GFI GFI J S SS GFIGFIGFI GFI GFI GFIS SJ GFI GFIGFIS J TV TV TV TV TV TV TVTV TV TV TV TV TV TV TV TV TV TV S J TV TV TV TV TV TVTV TV TV J J J J J J J J J J J J J JGFI GFIBUILDING G BUILDING D BUILDING B LEVEL 3 BUILDING A LEVEL 2 UNIT A-4(1 BEDROOM)H.C. UNIT A-5(1 BEDROOM) UNIT A-6 (2 BEDROOM) H.C. UNIT B-13(1 BEDROOM) TYPE A UNIT B-14(2 BEDROOM) UNIT B-15 (1 BEDROOM) UNIT B-16(1 BEDROOM) UNIT B-17 (1 BEDROOM) HP2 TPB14 1 1 1 TPB14 - 1 2 2 2 2 TPB14 - 3 TPB14 - 2 4 TPB14 - 4 55 TPB14 - 5 TPB14 - 6,8 TPB14 - 7 TPB14 - 9 TPB14 - 11,13 TPB14 - 14 14 14 14 TPB15 1 11 1 TPB15 - 1 2 2 TPB15 - 3 45 5 TPB15 - 5 TPB15 - 6,8 TPB15 - 7 TPB15 - 2 TPB15 - 9 TPB15 - 11,13 HP TPA6 TPA6 - 1 1 1 1 2 2 TPA6 - 2 TPA6 - 3 TPA6 - 4 4 5 5 TPA6 - 6,8 TPA6 - 7 TPA6 - 11,13 TPA6 - 9 14 14 14 14 KEF TPA6 - 12 HPB1 - 19 19 HP TPA4 TPA4 - 1 1 1 12 2 TPA4 - 2 TPA4 - 344 TPA4 - 4 TPA4 - 5 TPA4 - 6,8 TPA4 - 7 TPA4 - 9 TPA4 - 11,13 HP TPA5 1 1 1 TPA5 - 2 2 2 2 TPA5 - 3 4 4 TPA5 - 5 5 TPA5 - 6,8 TPA5 - 7 TPA5 - 9 TPB17 1 1 TPB17 - 2 2 2 22 TPB17 - 3 4 TPB17 - 4 TPB17 - 5 4 5 TPB17 - 6,8 TPB17 - 7 HP2 2 TPB17 - 9 TPB17 - 11,13 HP TPB16 1 1 1 1 2 2 2 TPB16 - 2 TPB16 - 3 4 4 4 TPB16 - 4 5 TPB16 - 6,8 TPB16 - 7 TPB16 - 9 TPB16 - 11,13 TPB13 TPB13 - 1 1 11 1 2 2 2 2 2 TPB13 - 2 TPB13 - 3 TPB13 - 4 44 55TPB13- 5 5 TPB13 - 6,8 TPB13 - 7 TPB13 - 9 HP HP 19 TS FS S/C S/C S/C S/C S/C S/C S/C 1 1 11 1 1 TPB17 - 14 EWH-6 SME SME SME SME SME SME SME 2 2 2 2 SME 2 2 2 2 TPA4 - 12 TPA4 - 14 TPA5 - 14TPA5 - 12 TPA6 - 15 TPA6 - 16 TPB17 - 16 TPB17 - 15 TPB15 - 14 TPB15 - 12 TPB14 - 15 TPB14 - 12 TPB13 - 14 TPB13 - 12 5 5 5 TPA5 - 11,13 5 4 GFI GFI 4 TPB13 - 11,13 8 8 8 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEATPUMP. 8 GFI 8 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EP1.3 ELECTRICALPOWER PLAN BLDGS A-B-C - LEVEL 3 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK ABC-EP1.B 12/31/19 ESK ABC-EP1.3 GFIGFIGFIGFI J GFIGFIGFIGFI GFI GFI GFIS J GFI GFIGFIGFI S J GFIGFIGFI GFI GFIGFIS GFIGFIGFIGFIGFI J S S S J GFI F F TV TV TV TV TV TV TV TV TV TV TV FF S S J TV TV TV TV TV J J J J J J J J J J BUILDING B LEVEL 4 BUILDING A UNIT B-18 (1 BEDROOM) UNIT B-19(2 BEDROOM) UNIT B-20 (1 BEDROOM) UNIT B-21 (1 BEDROOM) UNIT B-22(1 BEDROOM) ATTIC SPACE KEF TPB19 1 1 TPB19 -1 1 2 TPB19 -2 2 2 TPB19 -3 4 TPB19 -4 55 TPB19 -6,8 TPB19 -7 TPB19 -5 TPB19 -9 TPB19 -12 TPB19 -11,13 14 14 14 TPB19 -14 TPB18 -1 1 11 1 2 2 2 2 2 TPB18 -3 TPB18 -2 55 444 TPB18 -6,8 TPB18 -9 1 1 1 25 TPB22 -3 4 TPB22 -44 5 TPB22 -6,8 HP6 2 TPB22 -9 1 11 TPB20 -1 2 TPB20 -6,8 TPB20 -9 TPB21 -2 TPB21 -3 TPB21 -6,8TPB21-7 TPB18 -4 TPB18 -5 TPB18 -7 TPB18 TPB18 -11,13 TPB20 1 2 2 TPB20 -2 TPB20 -3 4 4 5 5 TPB20 -7 TPB20 -4 TPB20 -11,13 TPB21 1 11 TPB21 -1 2 2 4 4 5 9 TPB21 -4 TPB21 -11,13 TPB22 TPB22 -1 TPB22 -2 2 2 5 TPB22 -7 10 TPB22 -11,13 HPB1 -20 20 HPB1 -29 ERV2 IN B ATTIC HP4 IN B ATTIC HPB1 -30,32 HP6 HP6 HP6 HP 1 1 1 TS FS S/C S/C S/C S/C S/C 1 1 1 1 TPB22 -12 HPB1 -34 DRYER BOOSTER FANIN ATTIC SME 2 2SME 2 SME 2 SME 2SME TPB22 -15 TPB22 -14 TPB21 -12 TPB21 -14 TPB20 -14 TPB20 -12 TPB19 -16 TPB19 -17 TPB18 -12 TPB18 -14 TPB19 -11,13 4 2 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEATPUMP. GFI 9 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" ABC-EP1.4 ELECTRICAL POWER PLAN BLDGS A-B-C - LEVEL 4 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 9 02/14/2020ESK ABC-EP1.4R1 ESK ABC-EP1.4R1 33 33DN BUILDING D UNIT D-1(2 BEDROOM) UNIT D-2(1 BEDROOM) RECEPTION OFFICE FITNESSROOM OFFICE WAITINGAREA REST RM JAN. MECH'L CONF ROOM COMMUNITYROOM BUILDING E B B B B B B B B C C C E E C D TPD1 -10 TPD2 -3 TPD2 -10 HPE -9 C E HPE HPE -11 XE XE XE EM C C C XE CCC ELECTRICAL ROOM BEDROOM 1 BEDROOM 2 HPE -20 XEHC XEHC D REST RM D D D D D DDD HPE -11 D DD D C B B B B B B OCCUPANCY SENSOR (TYP) BUILDING D BUILDING E UNIT D-3(2 BEDROOM) UNIT D-4(1 BEDROOM) UNIT E-2 (2 BEDROOM)UNIT E-3 (2 BEDROOM) TPD4C B B CB B C C B B TPD3 TPD3 -3 TPD3 -10 C TPD4 -3 C C B TPD4 -10 D D B B B B B B B B B B TPE3 C C CC E TPE3 -3 C CC D TPE2 D D TPE2 -10TPE2-3 TPE3 -10 HPE -9HPE-9 EM EM EM Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" DE-EL1.1 ELECTRICAL LIGHTING PLAN BLDGS D-E - LEVELS 1 AND 2 Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 2 Adeendum 4 6/10/19 3 Revision 5 Date 5 4 7 Permit Review Comments 08/05/2019 Revision 9 DATE 9 ESK DE-EL1.1R1 ESK DE-EL1.1R1 02/14/20209 GFIGFIGFI GFIGFIGFIGFIGFIGFIGFIGFIGFI GFI S S S J J F F FFFF TV TV TV TV TV J J J J TV TV TV J J J J J GFIGFIGFIF F F FF DN GFIGFIGFIGFIGFIJGFIJ FFFFGFIGFIGFIGFIGFI J S S S S S S FF GFI GFIGFIGFIGFI GFI J GFI TV TV TV TV TV TV TV TV TV TV TV TV TV TV J J J J JJ J J BUILDING D UNIT D-1(2 BEDROOM) UNIT D-2(1 BEDROOM) OFFICE FITNESS ROOM JAN. COMMUNITYROOM BUILDING E HPE HPE -1 5 5 5 1 2 2 2 3 4 HPE -2 3 HPE -3 HPE -4 8 7 HPE -8HP TPD1 TPD2 TPD1 -1 1 1 1 2 2 222 TPD1 -3 4 9 TPD1 -4 5 TPD1 -5 TPD1 -6,8 TPD1 -7 4 TPD1 -2 TPD1 -11,13 14 14 14 TPD1 -14 1 1 1 1 TPD2 -1 2 2 2 TPD2 -2 TPD2 -3 TPD2 -4 445 TPD2 -6,8 TPD2 -7 TPD2 -9 5 TPD2 -5 TPD2 -11,13 HPE -12,14 HPE -13,15 TPD1 -12 TPD1 -15 TPD2 -15 TPD2 -12 H2 HPE -16 SECURITY HEADEND RACK HPE -17 H3 SECURITY HEAD END RACK S/CS/C HPE -18 TPD1 -16 EWH-8 TPD2 -14 HPE -19 EWH-9 2 SME 2SME 1 TPD1 -17 TPD1 -18 TPD2 -16TPD2-17 BRANCH DEVICE METER SOCKETW/100 AMP CB, MODEL EZMH316(TYP OF 9) PLUS A 2 METER SOCKETCOLUMN MAIN DEVICE W/MCB SQUARE D EZM 31200 CB 1200 AMP,208V/120V/3D/4W, FED FROM UTILITY TRANSFORMER SEESHEET E2.2 EWH-9 HPE -21 HP NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEAT PUMP. FIRE ALARM CONTROL PANEL (FACP) SECURITY HEADEND RACK OFFICE ENTRYVESTIBULE VESTIBULE MECH. RESTRM.REST RM. PACKAGES 7 8 77 22 22 23 BUILDING D BUILDING E UNIT D-3 (2 BEDROOM) UNIT D-4 (1 BEDROOM)UNIT E-2(2 BEDROOM) UNIT E-3 (2 BEDROOM) TPE3 TPE3 -1 TPE3 -2 TPE3 -3 TPE3 -4 TPE3 -5TPE3-6,8 TPE3 -7 TPE3 -9 2 2 2 5 5 5 14 14 14 TPE3 -14 TPE3 -11,13 HP TPE3 -12 1 1 1 1TPD4-11,13 TPD4 1 1 1 1 TPE3 -2 2 2 2 TPD4 -4 TPD4 -5 TPD4 -9 TPD4 -7 4 5 TPD4 -3 5TPD4-5 TPD4 -6,8 TPD4 -12 TPD3 1 1 1 TPD3 -1 TPD3 -2 2 2 2 2 TPD3 -3 4 4 TPD3 -4 TPD3 -55 TPD3 -6,8 TPD3 -7TPD3-9 TPD3 -11,13 14 14 14 TPD3 -14 TPE2 1 1 1TPE2 -1 2 2 2 2TPE2-2 TPE2 -3 44 TPE2 -6,8 5 5TPE2-5 TPE2 -7 TPE2 -9 TPE2 -4 4 TPE2 -11,13 10 TPD4 -15 TPD3 -15 TPD3 -12 TPE2 -12 TPE2 -15 TPE3 -15 S/CS/C S/C S/C 2 SME SME 2 2 SME SME 2 HP EF-1 EF-1 EF-1 EF-1 HP TPD3 -16 TPD3 -17 TPD4 -14 TPD4 -16 TPE2 -14TPE2-16 TPE3 -16 TPE3 -17 2 2 2 4 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" DE-EP1.1 ELECTRICAL POWER PLAN BLDGS D-E - LEVELS 1 AND 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 3 Revision 5 Date 5 8 Addendum 8 11/5/19 Revision 9 DATE 9 ESK DE-EP1.1R1 ESK DE-EP1.1R1 02/14/20209 TO LTG ABOVE TO LTG ABOVE HPF HPF - 25 HPF - 25 XE XE HPF - 32 THROUGH PHTOCELLCONTROL 8 BOILER ROOM HPF - 25 TO SWITCH BELOW TO SWITCH BELOW 8 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" F-EL1.1 ELECTRICAL LIGHTING PLANS BLDG F - LEVELS 1 AND 2 Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 8 Addendum 8 11/5/19 ESK ABC-EL1.B 12/31/19 ESK F-EL1.1 F F J J JJ HPF - 20 HPF - 19 B1 B2 P3 P4 P1 P2 BOILER ROOM HPF P6P5 HPF - 1,3,5 HPF - 2,4,6 HPF - 8,10,12 VFD VFD SECURITY HEAD END RACK HPF - 27 HPF - 14,16,18 HPF - 13,15,17 HPF - 28,30 HPF - 29 HPF - 31 HPF - 7,9,11 CHEMICAL FEEDSYSTEM SVEEQUIPMENT 8 BOILER ROOM HPF - 21,23 S/C S/C S/C S/C HP9 8 HPF - 22,24,26 CT-1 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" F-EP1.1 ELECTRICAL POWER PLANS BLDG F - LEVELS 1 AND 2 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK F-EP1.1 12/31/19 ESK F-EP1.1 3 333 333 3 3 BUILDING K BUILDING H BUILDING G B B B B BB BB B C C E CC C B B B B E E E E E E C C C E B B EC B TPG9 TPG9 - 10 TPG9 - 3 TPG8TPG7 TPG8 - 3 TPG8 - 10 TPG7 - 3 TPG6 - 10 TPG5 - 3 TPG6 TPG5 TPG2 TPG1 TPG3 TPG4 TPG6 - 3 TPG3 - 10 TPG4 - 10 TPG1 - 10TPG2- 10 TPG3 - 3 XE EM EM UNIT G-5(2 BEDROOM) UNIT G-6(1 BEDROOM) UNIT G-7 (1 BEDROOM) UNIT G-8(1 BEDROOM)UNIT G-9(2 BEDROOM) UNIT G-4(1 BEDROOM) UNIT G-3(1 BEDROOM) UNIT G-2(1 BEDROOM) UNIT G-1(2 BEDROOM)LAUNDRYROOM UNIT G-9(1 BEDROOM) TPG7 - 10 TPG5 - 10 TPG2 - 3 TPG1 - 3 TPG4 - 3 D B B B1 B BB B DB B B D C B B D B B B B B B1 D B D B B D B BDB B B D ? B A A A A A A A XEC A XEC A A A A A A B B B B B B TPK2 B B TPK4 BB B A A A HPH1 - 20 G G G G D TPH1 D TPH1 - 10 E C C E D C E TPK4 - 10 HPH1 - 20 XF XF XF XF XHC BUILDING G CRAWL SPACE BUILDING H CRAWL SPACE HPH1 - 35 HPH1 - 35 THRU 3-WAY SWITCH ON LEVEL ABOVE THRU 3-WAY SWITCH ON LEVEL ABOVE G G G G G G G G G G G G G G 8 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" GH-EL1.1 ELECTRICAL LIGHTING PLAN BUILDING 'G' AND 'H' Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 8 Addendum 8 11/5/19 ESK GH-EL1.1 12/31/19 ESK GH-EL1.1 S GFIGFIGFI GFI F F GFIGFI GFI GFI GFI GFIJ GFI J GFIGFIJ GFI GFI GFIGFI GFIGFIGFIGFIJ GFI GFIGFI GFI GFI GFIGFI GFI GFI GFIGFI GFI J J GFIGFI GFI GFI GFI JGFIGFI GFIGFI GFI GFI GFI J J J S S GFIGFIGFIGFIGFI GFIGFI GFI GFIGFIGFIGFIGFIJ GFIFFFF FF GFI GFI GFI GFIGFI S S S S S S S S S S S FFMM TV TV TV TVTV TV TV TV TV MM TV TV M TV MTVTV TV TV MMMMMMTV TV TVMTV TV TV TV TV MM MM TV J MTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV J J J J J J JJ JJ JJ J J F J J J J BUILDING K BUILDING H BUILDING G TPG6 2 2 14 2 1 TPG6 - 3 4 TPG6 - 4 5 5 TPG6 - 5 TPG6 - 6,8 TPG6 - 7 TPG6 - 11,13 TPG4 2 2 TPG4 - 3TPG4- 5 TPG4 - 4 TPG4 - 6,8 TPG4 - 7 TPG4 - 9 TPG4 - 11,1344 55 2 2 TPG1 - 4 4 4 5 TPG2 2 2 TPG2 - 2 TPG2 - 3 4 4 TPG2 - 4 5 TPG2 - 5 TPG2 - 6,8 TPG2 - 7 TPG2 - 11,13 HP HP HP HP TPG7 2TPG7- 2 4 5 5 5 TPG7 - 6,8 TPG7 - 7TPG7- 5 TPG7 - 9 TPG7 - 3 TPG7 - 11,13 TPG8 TPG8 - 3 4 TPG8 - 2 5 TPG8 - 6,8 TPG8 - 7 TPG8 - 9 TPG8 - 11,13 2 TPG4 - 2 TPG3 - 3 TPG3 - 44 5TPG3- 7TPG3- 9 TPG3 - 11,13 TPG9 2 2 2 TPG9 - 3 4 TPG9 - 4 5 TPG9 - 6,8TPG9 - 7 TPG9 - 9 TPG9 - 11,13 TPG5 TPG5 - 1 TPG5 - 3 1 1 2 2 2 4 4 TPG5 - 5 5TPG5- 6,8 TPG5 - 9 5 TPG5 - 12 TPG5 - 4 TPG5 - 7 TPG5 - 11,13 TPG5 - 2 HP HP HP HP KEF KEF KEF KEF EF-1 EF-1 EF EF EF-1 EF EF KEF 12 12 12 TPG3 - 12 TPG9 - 12 TPG7 - 12 TPG8 - 12 TPG7 - 12 TPG2 - 12 TPG2 - 12 12 HPH1 - 18 114 14 141 4 UNIT G-5(2 BEDROOM) UNIT G-6 (1 BEDROOM) UNIT G-7(1 BEDROOM)UNIT G-8(1 BEDROOM) UNIT G-9 (2 BEDROOM) UNIT G-4(1 BEDROOM)UNIT G-3 (1 BEDROOM)UNIT G-2(1 BEDROOM) UNIT G-1(2 BEDROOM) LAUNDRYROOM REVISED UNIT G-9(1 BEDROOM)TPG5 - 12 TPG6 - 2 1 1TPG6- 1 TPG3 1 1 1 TPG4 - 1 22 2 1 1 1 1 2 2 4 5 4 4 TPG9 - 1 1 1 1 TPG9 - 2 5 TPG9 - 5 5 TPG8 - 5 1 1 1 TPG7 - 1 2 2 4 4 TPG9 - 12 EF-1EF EF-1 EF HP 2 1 1 1 TPG2 - 1 1 1 1 TPG1 - 1 2 2 14 14 TPG1 - 14 TPG1 - 3 5 TPG1 - 6,8 TPG1 - 9 S/COS/COS/CO S/CO S/CO S/CO S/CO S/CO S/CO HPH1 - 18 HPH1 - 18 2 2 24 45 1 1 1 12 TPH1 - 1 TPH1 - 7 TPH1 - 4 TPH1 - 5 TPH1 - 6,8 TPH1 - 9 TPH1 - 2 TPH1 - 3 TPH1 - 11,13 14 14 14 TPH2 - 14 TPH2 - 2 2 2 TPK2 - 2 2 2 4 4 TPK2 - 55 TPK2 - 6,85 TPK2 - 9 TPK4 - 3 4 2 1 TPK4 - 2 2 TPK4 - 5 TPK4 - 9 2 TPK2 - 11,13 TPK4 - 17 TPK2 TPK4 TPH1 S/CO S/CO HPH1 - 1,3 HPH1 - 2,4 HPH1 - 5,7 HPH1 - 6 HPH1 - 8 HPH1 - 9 TPG4 - 12 EF-1 1 1A * 1A * TPG6 - 9 1A * 1 1A * 1 2 2 2 4 TPG3 - 6,8 2 TPG2 - 9 1A * 4 1 1A * 1A *1A * EF-1 EF-1 TPG9 - 12 EF-1 TPH1 - 12 EF-1 1A * 1A * 1A TPK2 - 11,13HP EF-1 TPK4 - 17 TPG1 - 12 1A * BACK BOX AND FOR FUTURE FA ADDRESSABLEMODULE IF APARTMENT IS COVERTED FORHEARING IMPAIRED TENANTS EF EF EF SME 2 SME 2 2 SME 2 SME 2SME2SMESME2 SME 2 SME 2 TPG5 - 16 TPG5 - 17 TPG6 - 15 TPG6 - 16 TPG7 - 14 TPG7 - 15 TPG8 - 14TPG8- 15 TPG9 - 14TPG9- 15 TPG1 TPG1 - 11,13 TPG1 - 12 HP 8 8 8 8 8 8 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEATPUMP. HPH1 - 33HPH1- 29 HPH1 - 32,34 HPH1 - 26,28 HPH1 - 27 B-1 P-1 P-2 HP3 HP3 14 14 14 14TPK2- 14 2 2 S/CO Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" GH-EP1.1 ELECTRICAL POWER PLAN BLDG 'G' AND 'H' Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK GH-EP1.1 12/31/19 ESK GH-EP1.1 333333333333UNIT H-2(2 BEDROOM) METERROOM LAUNDRYROOM BUILDING J B C A A A A A A A B BB B B TPJ3 TPJ3 - 10 A A BBB BBB BB BB B B A E C E C E A B DB B B B BB D D D B E ED B EE D D D C C C C C C C C C C C C B B B B B B B E B B E E B B B TPJ4 - 10 TPJ4 - 3 TPJ3 - 3 TPJ5 TPJ5 - 3 TPJ5 - 3 TPJ5 - 10 TPJ6 TPJ6 - 3 TPJ6 - 10 TPJ7 TPJ7 - 3 TPJ7 - 10 TPJ8 TPJ8 - 3 C TPJ8 - 10 TPJ2 - 3 TPJ2 - 10 TPJ1 TPJ2 TPJ1 - 3 TPJ1 - 10 TPJ1 - 10 XE XE XE XE EM EM HPH1 - 20 HPH1 - 20 HPH1 - 20 A A A HPH1 - 23 G G HPH1 - 20 TPH2 - 3,18 XF HPH1 - 20 BUILDING J CRAWL SPACE HPH1 - 31 TO CRAWL SPACE LIGHTS G G G G G G G G G G G G G G HPH1 - 31 THRU 3 WAY SWITCHON FLOOR ABOVE THRU 3 WAY SWITCHON FLOOR ABOVE HPH1 - 31 8 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" J-EL1.1 ELECTRICAL LIGHTING PLAN BUILDING J LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA Author 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 8 Addendum 8 11/5/19 ESK J-EL1.1 12/31/19 ESK J-EL1.1 GFI GFI GFI J S S GFIGFI GFIGFIGFI SS GFI GFI GFI GFIGFI J J GFIGFIGFIJGFI GFIFF GFI GFIGFI GFI GFI J GFIGFI GFIGFIGFIGFI J GFIGFI GFI GFI GFI S S S GFIJ GFIGFI GFI GFI J S S S S GFI GFIGFI GFIGFI J GFIS S S S SS S S GFI GFI MTV TV TVTVTV TV TV TVTV MMTVTV TV TV MMMMMMMM TVMMTVTV TV TV TV TV TV TVTV MMM MMMJ TV TV TV TV TV TV TV TV TV TV TV J J J J JJ J J JJ JJ J J J J J J J J MMUNIT H-2(2 BEDROOM) METERROOM HPH1 TPH2 TPH2 - 1 TPH2 - 2 TPH2 - 5 TPH2 - 6,8 TPH2 - 9 TPH2 - 7 TPH2 - 11,13 HP1 AUTOMATICTRANSFERSWITCH(ATS2) GENERATOR DS(GDS2) SECONDARY FEEDS FROM UTILITY TRANSFORMER MAIN DEVICE W/MCB SQUARE DEZM 3800 CBU 800 AMP, 208V/120V/3D/4W TENANT METERS IN SQUARE D EZ METER -PAK 3D IN-1D OUT EZM316125,1000 AMP, 208V/120V HP1 TPJ7 TPJ7 - 1 TPJ7 - 2 TPJ7 - 11,13 TPJ7 - 3 TPJ7 - 5 TPJ7 - 6,8 TPJ7 - 4 TPJ3 TPJ3 - 1 1 1 1TPJ3- 2 22 2 TPJ3 - 3 4 4 TPJ3 - 4 5 5 TPJ3 - 6,8TPJ3- 9 TPJ3 - 7 TPJ3 - 11,13 HP 14 14 14 14 TPJ3 - 14 TPJ7 - 7 TPJ4 1 1 1 TPJ4 - 3 TPJ4 - 11,13 HP1 TPJ4 - 1 2 2 2 2 4 4 4 TPJ4 - 5 TPJ4 - 6,8 TPJ4 - 7 TPJ4 - 4 TPJ4 - 2 75 TPJ5 TPJ5 - 1 1 1 1 2 2 2 2 2 2 4 4 TPJ5 - 3 TPJ5 - 2 TPJ5 - 4 5 5 5 9 TPJ5 - 7 TPJ5 - 9 14 14 14 TPJ5 - 15 TPJ6 11 1 TPJ6 - 1 2 2 2 2 2 4 TPJ6 - 3 4 4 5 5 TPJ6 - 6,8 TPJ6 - 7 14 14 14 TPJ6 - 14 TPJ6 - 15 2 14 1 11 TPJ8 - 1 2 2 2 2 2 TPJ8 - 3 TPJ8 - 2 4 55 5 TPJ8 - 6,8 TPJ8 - 7 TPJ8 - 4TPJ8- 9 TPJ8 - 11,13 TPJ8 - 14 14 14 14 14 TPJ8 - 5 TPJ1 1 1 1 1 TPJ1 - 1 TPJ1 - 2 2 2 2 2 TPJ1 - 3 4 TPJ1 - 4 55 5 TPJ1 - 6,8 TPJ1 - 7 TPJ1 - 5 TPJ1 - 9 10 TPJ1 - 11,13 TPJ2 - 12 14 14 14 TPJ2 - 14 1 1 1 1 1 TPJ2 - 1 2 2 2 2 TPJ2 - 2 TPJ2 TPJ2 - 3 4 TPJ2 - 5 5 5 TPJ2 - 4 TPJ2 - 6,8 TPJ2 - 7 TPJ2 - 9 TPJ2 - 11,13 TPJ2 - 12 2 TPJ5 - 14 14 14 HPH1 - 14 10 TPJ6 - 11,13 TPH1 - 11,13 HPH1 - 17,19 SEWAGE EJECTOR PUMP HPH1 - 24 H5 SECURITY SYSTEM HEAD END RACK 1A * TPJ4 - 12 5 TPJ4 - 9 TPJ5 - 6,8 TPJ5 - 16,18 1A * S/CO 1A * HP1 EF-1 TPJ5 - 17 EF-1 TPJ5 - 5 TPJ5 - 19EF-1 TPJ6 - 12 EF-1 TPJ6 - 16 EF-1 HP TPJ6 - 9 TPJ6 - 17 TPJ6 - 5 EF-1 EF-1 TPJ3 - 15EF-1 TPJ3 - 16 S/CO55 5 4 2 2 2 2 TPJ7 - 9 S/CO S/CO 11 1 1A * 1A * HP-1 HP EF-1 EF-1 EF-1 EF-1 TPJ7 - 12 1 1 1 1 EF-1 HP1 TPJ8 - 15 EF-1 TPJ8 TPJ8 - 16 1515 15 15 DENOTES CIRCUIT IN ASSOCIATED APARTMENT TENANT PANEL TP S/CO S/CO EF-1 FIRE ALARMCONTROLPANEL (FACP) STRUCTURED MEDIA ENCLOSURE (DEMARK) HPH1 - 30 EWH-13 SME 2 SME 2SME 2 SME SME 22 SME 2 SME 2 SME SME 2 2 TPH2 - 15 TPH2 - 16 TPJ7 - 14 TPJ7 - 15 TPJ6 - 19 TPJ6 - 18 TPJ5 - 20 TPJ5 - 21 TPJ4 - 14 TPJ4 - 15 TPJ3 - 17 TPJ3 - 18 TPJ2 - 16 TPJ2 - 15 TPJ1 - 17TPJ1 - 16 2 2 2 2 TPH2 - 4 8 8 8 8 8 8 8 8 8 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEAT PUMP. 8 TPH1 - 16 TPH1 - 15 TPH1 - 12GFI GFI GFI GFI TPH2 - 3 EF-1 14 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" J-EP1.1 ELECTRICAL POWER PLAN BLDG J - LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK J-EP1.1 12/31/19 ESK J-EP1.1 3 33 3 BUILDING K A A A A A A E C D B B B B B B C C C C E E C E E B D B B B B TPK4 - 10 TPK4 - 3TPK2-10,<unnamed> B1B B B D D EM XE XE TPK1 HPH1 - 21 HPH1 - 21 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" K-EL1.1 ELECTRICAL LIGHTING PLAN BLDG K LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date ESK K-EL1.1 12/31/19 ESK K-EL1.1 SGFIGFIGFI GFI J S S S SGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFITV TV TV MM MMTV TV TV TV TV TV MMMM TV TV TV TV GFITV J J J J J J BUILDING K TPK4 TPK4 - 1 TPK4 - 9 TPK4 - 6,8 TPK4 - 3 TPK4 - 7 TPH1 TPK1 1 1 1 1 TPK1 - 1 TPK1 - 2 2 2 2 2 TPK1 - 3 4 5 5 TPK1 - 6,8 TPK1 - 9 5 10 TPK1 - 11,13 TPK1 - 4 TPK2 1 1 1 1 TPK2 - 1 2 2 2 2 2 2 TPK2 - 2 TPK2 - 3 4 4 TPK2 - 4 5 5 TPK2 - 5 TPK2 - 6,8 TPK2 - 9 TPK2 - 11,13 14 14 14 14 TPK3 1 1 1 1 TPK3 - 1 22 2 2 TPK3 - 3 4 TPK3 - 4 5 5 5 TPK3 - 6,8 TPK3 - 9 TPK3 - 11,13 10 2 1 2 2 2 1 1 5 4 TPK4 - 17 EF-1 EF-1 HP TPK2 - 11,13 HP EF-1 TPK3 - 12 EF-1TPK1- 12 EF-1 EF-1 ? TPK4 - 17 1 EF-1 EF-1 HP HPS/C S/C S/C S/C 2 SME 2SME SME 2 2 SME TPK2 - 16 TPK2 - 15 TPK4 - 16 TPK4 - 15 TPK3 - 14 TPK3 - 15 2 2 8 2 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" K-EP1.1 ELECTRICAL POWER PLAN BLDG K LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK K-EP1.1 12/31/19 ESK K-EP1.1 33333333 3 C CC B B B B B B B B B B B B B B B B B B BB B BBBB B B B B B BB B B B B B B B B B B B B B B B B B B B B B B B B B B B C E E TPM10 TPM10 - 10 TPM10 - 10 TPM10 - 10 TPM10 - 10 TPM10 - 3 TPM11 TPM11 - 10 TPM11 - 3 TPM11 - 10 TPM11 - 10 TPM11 - 10 TPM5 TPM5 - 3 TPM5 - 10 TPM5 - 10 TPM5 - 10 TPM5 - 10 TPM4 TPM3 E C E C D E C C A TPM4 - 10 TPM4 - 10 TPM4 - 10 TPM4 - 15 TPM4 - 10 TPM4 - 3 E D D TPM3 - 10 TPM3 - 10 TPM9 TPM9 - 10 TPM8 TPM7 - 10 TPM8 - 10 TPM8 - 3 TPM7 TPM7 - 3 TPM6 - 3TPM6- 10 TPM1 - 3 TPM1 - 10 TPM2 TPM2 - 3 TPM2 - 10 XE XEC XEC EM EM A A A A A A A A A A A A A A A HPH1 - 22 HPH1 - 22 HPH1 - 22 UNIT M-11(2 BEDROOM) UNIT M-10(2 BEDROOM) UNIT M-9(2 BEDROOM) UNIT M-8 (2 BEDROOM)UNIT M-7(2 BEDROOM) UNIT M-6(2 BEDROOM) UNIT M-1 (1 BEDROOM) UNIT M-2(2 BEDROOM) UNIT M-3(2 BEDROOM) UNIT M-4 (2 BEDROOM) UNIT M-5(2 BEDROOM) XF XF XF XF XE XF XEHC HPL HPL - 2 G G G G MAINTENANCEOFFICE/ STORAGE XE G G G G Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" LM-EL1.1 ELECTRICAL LIGHTING PLAN BLDGS L AND M LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 7 Permit ReviewComments 08/05/2019 ESK LM-EL1.1 12/31/19 ESK LM-EL1.1 GFI GFI S S S J GFIGFI GFIJGFIFF GFISS S S GFI GFI J GFIGFIGFI GFI GFIGFI GFIJ GFIGFI GFI GFI GFIGFIGFIGFI GFIGFI GFIGFI GFI GFI GFI GFI J J J GFIGFI GFIGFIGFI GFIGFI GFI GFI GFIGFI GFIJ GFIGFIGFIGFI GFI GFI GFIGFI J J J GFIGFIGFIGFI GFI GFI GFIGFIGFIGFI GFIGFIGFI GFI S S F F S S S S S S S S S S S S TV TV TV MMTV TVTV MMMTV TV MMMTV TVTV MM TV TV TV TV TV TV TV TV MTV TV TV TV TV M MM MM MTV TV TV TV M MMM MTVTV MS TV TV TV TV TV TV TV TV TV TV TV TV TV GFI JJ J J JJ J J J J J J JJ J J J J J J J J TPM9 TPM9 - 1 EF-1 TPM9 - 7 TPM9 - 5 TPM9 - 2 TPM9 - 14 TPM9 - 6,8 TPM9 - 9 TPM9 - 4 TPM9 - 11,13 TPM9 - 3 TPM9 - 12 TPM1 TPM1 - 2 TPM1 - 1 TPM1 - 4 TPM1 - 5 TPM1 - 6,8 TPM1 - 7 TPM1 - 9 TPM1 - 11,13 EF-1 HP HP TPM11 11 1 2 22 TPM11 - 2 TPM11 - 1 TPM11 - 3 4 4 455 TPM11 - 6,8 TPM11 - 4 TPM11 - 5 TPM11 - 7 TPM11 - 9 TPM11 - 11,13 TPM11 - 14 14 14 14 TPM10 EF-1 11 1 TPM10 - 1 2 22 2 TPM10 - 2 TPM10 - 3 4 4 5 55 TPM10 - 4 TPM10 - 6,8 TPM10 - 7 4 TPM10 - 9 TPM10 - 11,13 TPM10 - 12 14 14 14 TPM10 - 14 1 1 1 1 3 22 2 2 2 TPM594 5 5 5 4 TPM5 - 11,13 TPM5 - 12 1414 14 14 14 TPM4 1 1 1 2 22 2 3 4 4 455 9 14 1414 TPM4 - 11,13 TPM4 - 6,8 TPM4 - 12 TPM4 - 1 TPM3 - 12 TPM3 - 5 TPM3 - 2 TPM3 - 7 TPM3 - 6,8 TPM3 - 9 TPM3 - 111 1 222 2TPM3TPM3- 4 4 4 5 TPM3 - 3 2 2 2 2 2 1 1 5 4 4 1 TPM2 TPM2 - 12 TPM2 - 5 TPM2 - 4 TPM2 - 7 TPM2 - 11,13 TPM2 - 1 TPM2 - 2 TPM8 TPM7 TPM6 2 1 222 1 1 5 5 4 4 2 TPM8 - 5 TPM8 - 1 TPM8 - 14 TPM8 - 12 TPM8 - 11,13TPM8- 6,8 TPM8 - 7 TPM8 - 4 TPM8 - 3 TPM8 - 9 14 14 14 TPM7 - 6,8 TPM7 - 5 TPM7 - 4 TPM7 - 3 TPM7 - 11,13 TPM7 - 2 TPM7 - 14 2 2 22 1414 14 14 1 1 1 5 5 4 4 TPM6 - 1 TPM6 - 14 TPM6 - 2 TPM6 - 3 TPM6 - 12 TPM6 - 4 TPM6 - 5 TPM6 - 11,13 TPM6 - 7 TPM6 - 6,81 1 1 2 2 14 14 14 2 2 5 5 4 4 TPM1 - 12 TPM2 - 3 16 16 16 16 16 HPH1 - 16 UNIT M-11(2 BEDROOM) UNIT M-10(2 BEDROOM)UNIT M-9 (2 BEDROOM) UNIT M-8(2 BEDROOM)UNIT M-7(2 BEDROOM) UNIT M-6 (2 BEDROOM) UNIT M-1(1 BEDRROM) UNIT M-2(2 BEDROOM) UNIT M-3 (2 BEDROOM) UNIT M-4(2 BEDROOM) UNIT M-5(2 BEDROOM) HPH1 - 25 H6 SECURITY HEADEND RACK S/CO 1A * EF-1 EF-1 TPM11 - 12 1A * TPM10 - 12 1A * 1A * S/CO EF-1 EF-1 TPM5 - 6,8 EF-1 HP TPM5 - 15 TPM5 - 7 1A * TPM4 - 14 TPM4 - 5 TPM4 - 2 TPM4 - 15 TPM4 - 7 TPM5 - 2 TPM5 - 14 EF-1 EF-1 TPM4 - 12 HP 14 14 S/CO 1A *1A * 1A * 1A * 1A *1A * 1A * S/CO 1 1 1 1S/CO S/CO EF-1 TPM7 - 12 TPM7 - 9 TPM7 - 12 EF-1 EF-1 EF-1 EF-1 EF-1 14 14 14 14 TPM2 - 14 14 14 14 14 TPM3 - 14 S/CO HP EF-1 EF-1 TPM2 - 9 TPM1 - 3 TPM1 - 12 S/CO S/CO EF-1 EF-1 HP 1A * TPM3 - 11,13 EF-1 DENOTES CIRCUIT # INASSOCIATED TENANTPANEL-TP (TYP) TPM7 - 1 S/CO S/CO DENOTES CIRCUIT # INPANEL HPH1 FORCORRIDOR RECEPTACLES (TYP) TPM5 - 1 TS FS EF-1 2SME SME 2 SME 2 2 SME 2 SME 2 2 SME SME 2 SME 2 2 SME 2 SME TPM11 - 15 TPM11 - 16 TPM5 - 17 TPM5 - 16TPM4- 17 TPM4 - 16 TPM10 - 15 TPM10 - 16 TPM9 - 15TPM9 - 16 TPM3 - 15TPM3- 16 TPM2 - 16 TPM2 - 15 TPM1 - 14 TPM6 - 15 TPM6 - 16 TPM7 - 16TPM7 - 15 TPM8 - 15 TPM8 - 16 TPM1 - 15 4 GFI SME 2 2 HP HP HP HPTPM6- 12 8 8 8 8 8 8 8 8 8 8 NOTE: HEAT PUMP (HP) CONDENSATE PUMPSTO BE WIRED INTO THE SAME CIRCUIT AS HEAT PUMP. 8 HPL 1 HPL - 1 HPL - 3 H7 SECURITY HEAD ENDRACK BUILDING L DENOTES CIRCUIT # IN PANEL HPL (TYP) HPL - 4,6,8 EUH-2 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 1/8" = 1'-0" LM-EP1.1 ELECTRICAL POWER PLAN BLDG L AND M LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS DA RS 11/01/2016 16066.01 A B D E C F G H J K L M NORTH SITE KEY PLAN No.Description Date 1 Addendum 3 4/12/19 8 Addendum 8 11/5/19 ESK LM-EP1.1 12/31/19 ESK LM-EP1.1 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT E3.1 ELECTRICAL PANELBOARD SCHEDULES Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 Notes: Total Est. Demand:30 A Receptacle 180 VA 100.00%180 VA Total Conn.:29 A Other 2160 VA 100.00%2160 VA Total Est. Demand:6250 VA Motor 2116 VA 112.50%2381 VA Total Conn. Load:5986 VA Lighting - Dwelling Unit 17 VA 100.00%17 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:30 A 28 A Total Load:3115 VA 2871 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 Dishwasher 20 A 1 500 VA 16 13 ------529 VA 500 VA 1 20 A Disposal 14 11 HP1 20 A 2 529 VA 1058 VA 1 20 A KEF 12 9 FRIDGE 20 A 1 180 VA 17 VA 1 20 A Lighting - Dwelling Unit 10 7 STOVE FAN 20 A 1 500 VA 90 VA ------8 5 KITCHEN RECEPTACLES 20 A 1 180 VA 90 VA 2 20 A STOVE 6 3 BATHROOM CIRCUITS 20 A 1 14 VA 180 VA 1 20 A KITCHEN RECEPTACLES 4 1 BEDROOM RECEPTACLES 20 A 1 720 VA 900 VA 1 20 A LIVING ROOM RECEPTACLES 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure:MCB Rating:100 A Mounting:Recessed Wires:3 Mains Rating:100 A Supply From:Phases:1 Mains Type:MCB Location:Volts:120/208 single A.I.C. Rating: Branch Panel:TPJ4 Notes: Total Est. Demand:41 A Receptacle 180 VA 100.00%180 VA Total Conn.:40 A Other 3420 VA 100.00%3420 VA Total Est. Demand:8582 VA Motor 3174 VA 108.33%3439 VA Total Conn. Load:8318 VA Lighting - Dwelling Unit 17 VA 100.00%17 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:44 A 35 A Total Load:4723 VA 3595 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 Disposal 20 A 1 500 VA 500 VA 1 20 A Dishwasher 18 15 Motor 20 A 1 2116 VA 180 VA 1 20 A Other 16 13 ------529 VA 1080 VA 1 20 A BEDROOM 2 RECEPTACLES 14 11 HP1 20 A 2 529 VA 0 VA 1 20 A Spare 12 9 FRIDGE 20 A 1 0 VA 44 VA 1 20 A APARTMENT LIGHTING 10 7 STOVE FAN 20 A 1 500 VA 90 VA ------8 5 KITCHEN RECEPTACLE 20 A 1 180 VA 90 VA 2 20 A STOVE 6 3 BATHROOM CIRCUIT 20 A 1 0 VA 180 VA 1 20 A KITCHEN RECEPTACLE 4 1 BEDROOM 1 RECEPTACLES 20 A 1 720 VA 1080 VA 1 20 A LIVING ROOM RECEPTACLES 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure:MCB Rating:100 A Mounting:Recessed Wires:3 Mains Rating:100 A Supply From:Phases:1 Mains Type:MCB Location:Volts:120/208 single A.I.C. Rating: Branch Panel:TPJ3 Notes: Total Est. Demand:39 A Total Conn.:38 A Other 3780 VA 100.00%3780 VA Total Est. Demand:8066 VA Motor 2116 VA 112.50%2381 VA Total Conn. Load:7802 VA Lighting - Dwelling Unit 238 VA 100.00%238 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:40 A 34 A Total Load:4283 VA 3519 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 Fridge Receptacle 20 A 1 0 VA 24 21 Power 20 A 1 500 VA 0 VA 1 20 A Kitchennette Receptacle 22 19 Power 20 A 1 500 VA 41 VA 1 20 A Lighting 20 17 Security Head End Rack 20 A 1 180 VA 500 VA 1 20 A Power 18 15 ------529 VA 180 VA 1 20 A H2 SECURITY RACK 16 13 HP 20 A 2 529 VA 529 VA ------14 11 lLighting 20 A 1 122 VA 529 VA 2 20 A HP 12 9 Lighting 20 A 1 99 VA 153 VA 1 20 A LIGHTNG 10 7 Community Room Receptacle 20 A 1 720 VA 540 VA 1 20 A Community Room receptacle 8 5 FITNESS RECEPTACLES 20 A 1 540 VA 180 VA 1 20 A SPARE 6 3 Fitness Receptacles 20 A 1 360 VA 0 VA 1 20 A TOILET ROOMS 4 1 OFFICE RECEPTACLES 20 A 1 540 VA 540 VA 1 20 A OFFICE RECEPTACLES 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure:MCB Rating:100 A Mounting:Recessed Wires:3 Mains Rating:100 A Supply From:HPB Phases:1 Mains Type:MCB Location:Volts:120/208 single A.I.C. Rating: Branch Panel:HPE PANEL TPJ4 IS TYPICAL (AN EXAMPLE) OF ALL ONE BEDROOM ONE BATHROOM APARTMENTSALL CIRCUITS FEEDING RECEPTACLES IN BEDROOMS SHALL BE ARCFAULT PROTECTED (AFC) ANDTHE RECEPTACLES SHALL BE TAMPER PROOF PANEL TPJ5 IS TYPICAL (AN EXAMPLE) OF ALL TWO BEDROOM ONE BATHROOMAPARTMENTSALL CIRCUITS FEEDING BEEDROOM SHALL BE ARC FAUTL PROTECTED AND THERECEPTACLES SHALL BE TAMPER PROOF Notes: Total Est. Demand:31 A Total Conn.:30 A Receptacle 180 VA 100.00%180 VA Total Est. Demand:6423 VA Other 3420 VA 100.00%3420 VA Total Conn. Load:6158 VA Motor 1058 VA 125.00%1323 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:34 A 24 A Total Load:3679 VA 2479 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 Dishwasher 20 A 1 500 VA 16 13 ------529 VA 720 VA 1 20 A BEDROOM 2 RECEPTACLES 14 11 HP 20 A 2 529 VA 500 VA 1 20 A Disposal 12 9 FRIDGE 20 A 1 180 VA 0 VA 1 20 A LIGHTING 10 7 STOVE FAN 20 A 1 500 VA 90 VA ------8 5 KITCHEN CIRCUIT 20 A 1 540 VA 90 VA 2 20 A STOVE 6 3 BATHROOM CIRCUITS 20 A 1 0 VA 360 VA 1 20 A KITCHEN CIRCUIT 4 1 BEDROOM 1 RECEPTACLES 20 A 1 720 VA 900 VA 1 20 A LIVING ROOM RECEPTACLES 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure:MCB Rating:100 A Mounting:Recessed Wires:3 Mains Rating:100 A Supply From:Phases:1 Mains Type:MCB Location:Volts:120/208 single A.I.C. Rating: Branch Panel:TPB9 PANEL TPB9 IS TYPICAL (AN EXAMPLE) OF TWO BEDROOM ONE BATHROOM APARTMENTS IN THE B BUILDINGALL CIRCUITS FEEDING RECEPTACLES IN BEDROOMS SHALL BE ARCFAULT PROTECTED (AFC) AND THERECEPTACLES SHALL BE TAMPER PROOF No.Description Date 1 Addendum 3 4/12/19 Revision 9 DATE 9 ESK E3.1R1 ESK E3.1R1 02/14/20209 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT E3.2 ELECTRICAL PANELBOARD SCHEDULES Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 Notes: Total Est. Demand:75 A Receptacle 14352 VA 100.00%14352 VA Total Conn.:74 A Other 5400 VA 100.00%5400 VA Total Est. Demand:27011 VA Motor 3274 VA 108.08%3539 VA Total Conn. Load:26746 VA Lighting - Dwelling Unit 2848 VA 100.00%2848 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:120 A 98 A 25 A Total Load:13192 VA 10557 VA 3001 VA 41 42 39 40 37 38 35 Lighting - Dwelling Unit 20 A 1 448 VA 36 33 Other 20 A 1 540 VA 529 VA ------34 31 Lighting - Dwelling Unit 20 A 1 448 VA 529 VA 2 20 A Motor 32 29 Motor 20 A 1 0 VA 0 VA 1 20 A Power 30 27 Motor 20 A 1 550 VA 529 VA ------28 25 Security Head End Rack 20 A 1 360 VA 529 VA 2 20 A Motor 26 23 Lighting - Dwelling Unit 20 A 1 0 VA 0 VA 1 20 A Security Head End Rack 24 21 Lighting 20 A 1 0 VA 0 VA 1 20 A Lighting 22 19 ------529 VA 832 VA 1 20 A Lighting 20 17 SEWAGE EJECTOR PUMP 20 A 2 0 VA 0 VA 1 20 A Other 18 15 Lighting 20 A 1 224 VA 1080...1 20 A CORRIDOR RECEPTACLES 16 13 Spare 20 A 1 0 VA 540 VA 1 20 A CORRIDOR RECEPTACLES 14 11 CORRIDOR RECEPTACLES 20 A 1 0 VA 0 VA 1 20 A CORRIDOR RECEPTACLES 12 9 WASHER 20 A 1 0 VA 0 VA 1 20 A CORRIDOR RECEPTACLES 10 7 ------2392...0 VA 1 20 A WASHER 8 5 DRYER 30 A 2 2392...180 VA 1 20 A WASHER 6 3 ------2392...2392...------4 1 DRYER 30 A 2 2392...2392...2 30 A DRYER 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:MCB Rating:100 A Mounting:Recessed Wires:4 Mains Rating:225 A Supply From:HPB Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPH1 Notes: Receptacle 15072 VA 65.00%9797 VA Total Est. Demand:327 A Other 15120 VA 100.00%15120 VA Total Conn.:336 A Motor 73479 VA 104.59%76854 VA Total Est. Demand:117830 VA Lighting - Exterior 350 VA 125.00%438 VA Total Conn. Load:121208 VA Lighting - Dwelling Unit 5518 VA 70.34%3881 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:377 A 354 A 295 A Total Load:44315 VA 41496 VA 35400 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 ------1233...24 21 ------1233...500 VA 1 20 A Power 22 19 EUH-1 20 A 3 1233...1000...1 20 A Power 20 17 ------987 VA 1000...1 20 A Power 18 15 ------987 VA 3300...------16 13 Motor 20 A 3 987 VA 3300...------14 11 ------1773...3300...3 80 A ELEVATOR 1 12 9 ------1723...1055...------10 7 HPFA 225 A 3 1954...1319...2 100 A HPH1 8 5 ------4627...3519...------6 3 ------3403...4283...2 100 A HPE 4 1 HPB1A 225 A 3 4888...180 VA 1 20 A Security Head End Rack 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:Phases:3 Mains Type: Location:Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPB Notes: Total Est. Demand:38 A Receptacle 720 VA 100.00%720 VA Total Conn.:36 A Other 4500 VA 100.00%4500 VA Total Est. Demand:13800 VA Motor 4791 VA 118.44%5674 VA Total Conn. Load:12918 VA Lighting - Dwelling Unit 1920 VA 100.00%1920 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:42 A 28 A 40 A Total Load:4888 VA 3403 VA 4627 VA 41 42 39 40 37 38 35 36 33 Other 20 A 1 540 VA 50 VA 1 20 A Motor 34 31 Power 20 A 1 550 VA 1767...------32 29 ERV2 20 A 1 50 VA 1767...2 30 A HP-4 30 27 Lighting 20 A 1 160 VA 480 VA 1 20 A Lighting 28 25 Lighting 20 A 1 200 VA 416 VA 1 20 A Lighting 26 23 ------529 VA 538 VA 1 20 A Lighting 24 21 Motor 20 A 2 529 VA 50 VA 1 20 A Motor 22 19 LEVLEL 3 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 4 CORRIDOR RECEPTACLES 20 17 LEVEL 1 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 2 CORRIDOR RECEPTACLES 18 15 ------90 VA 90 VA ------16 13 DRYER 50 A 2 90 VA 90 VA 2 50 A DRYER 14 11 ------90 VA 90 VA ------12 9 DRYER 50 A 2 90 VA 90 VA 2 50 A DRYER 10 7 8 5 WASHER 20 A 1 500 VA 192 VA 1 20 A Lighting Stairwell 6 3 MAINTENANCE RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A B CORRIDOR RECEPTACLES 4 1 BOILER ROOM RECEPTACLE 20 A 1 360 VA 540 VA 1 20 A SB RECEPTACLES 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:225 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:HPB Phases:3 Mains Type: Location:Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPB1 Notes: Total Est. Demand:161 A Other 1260 VA 100.00%1260 VA Total Conn.:151 A Motor 50438 VA 106.69%53813 VA Total Est. Demand:57976 VA Lighting - Exterior 350 VA 125.00%438 VA Total Conn. Load:54518 VA Lighting - Dwelling Unit 512 VA 100.00%512 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:163 A 144 A 148 A Total Load:19541 VA 17239 VA 17739 VA 41 42 39 40 37 38 35 36 33 34 31 BOILERS 20 A 1 1000...350 VA 1 20 A Lighting - Exterior 32 29 CHEMICAL TREATMENT SYSTEM 20 A 1 500 VA 250 VA ------30 27 Security Head End Rack 20 A 1 0 VA 250 VA 2 60 A SVE EQUIPMENT 28 25 BLDG F LIGHTING 20 A 1 512 VA 987 VA ------26 23 ------529 VA 987 VA ------24 21 HP9 30 A 2 529 VA 987 VA 3 20 A CT-1 22 19 RECEPTACLES 20 A 1 540 VA 720 VA 1 20 A RECEPTACLES 20 17 ------2250...2250...------18 15 ------2250...2250...------16 13 P5 50 A 3 2250...2250...3 50 A P6 14 11 ------987 VA 987 VA ------12 9 ------987 VA 987 VA ------10 7 P3 20 A 3 987 VA 987 VA 3 20 A P4 8 5 ------4500...4500...------6 3 ------4500...4500...------4 1 P1 (VFD)80 A 3 4500...4500...3 80 A P2 (VFD)2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:225 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:HPB Phases:3 Mains Type: Location:ELEVATOR C-3 Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPF No.Description Date EXTERIOR WALL PARKS 20 1 140 VA Exterior Lights 20 1 954 Exterior Bollard Lights20 A1 Exterior Lights 20 A 310 VA Exterior Wall Packs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OXOBOXO LOFTS Checker Author 11/01/2016 16066.01 Notes: Total Est. Demand:75 A Receptacle 14352 VA 100.00%14352 VA Total Conn.:74 A Other 5400 VA 100.00%5400 VA Total Est. Demand:27011 VA Motor 3274 VA 108.08%3539 VA Total Conn. Load:26746 VA Lighting - Dwelling Unit 2848 VA 100.00%2848 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:120 A 98 A 25 A Total Load:13192 VA 10557 VA 3001 VA 41 42 39 40 37 38 35 Lighting - Dwelling Unit 20 A 1 448 VA 36 33 Other 20 A 1 540 VA 529 VA ------34 31 Lighting - Dwelling Unit 20 A 1 448 VA 529 VA 2 20 A Motor 32 29 Motor 20 A 1 0 VA 0 VA 1 20 A Power 30 27 Motor 20 A 1 550 VA 529 VA ------28 25 Security Head End Rack 20 A 1 360 VA 529 VA 2 20 A Motor 26 23 Lighting - Dwelling Unit 20 A 1 0 VA 0 VA 1 20 A Security Head End Rack 24 21 Lighting 20 A 1 0 VA 0 VA 1 20 A Lighting 22 19 ------529 VA 832 VA 1 20 A Lighting 20 17 SEWAGE EJECTOR PUMP 20 A 2 0 VA 0 VA 1 20 A Other 18 15 Lighting 20 A 1 224 VA 1080...1 20 A CORRIDOR RECEPTACLES 16 13 Spare 20 A 1 0 VA 540 VA 1 20 A CORRIDOR RECEPTACLES 14 11 CORRIDOR RECEPTACLES 20 A 1 0 VA 0 VA 1 20 A CORRIDOR RECEPTACLES 12 9 WASHER 20 A 1 0 VA 0 VA 1 20 A CORRIDOR RECEPTACLES 10 7 ------2392...0 VA 1 20 A WASHER 8 5 DRYER 30 A 2 2392...180 VA 1 20 A WASHER 6 3 ------2392...2392...------4 1 DRYER 30 A 2 2392...2392...2 30 A DRYER 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:MCB Rating:100 A Mounting:Recessed Wires:4 Mains Rating:225 A Supply From:HPB Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPH1 Notes: Receptacle 15072 VA 65.00%9797 VA Total Est. Demand:327 A Other 15120 VA 100.00%15120 VA Total Conn.:336 A Motor 73479 VA 104.59%76854 VA Total Est. Demand:117830 VA Lighting - Exterior 350 VA 125.00%438 VA Total Conn. Load:121208 VA Lighting - Dwelling Unit 5518 VA 70.34%3881 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:377 A 354 A 295 A Total Load:44315 VA 41496 VA 35400 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 ------1233...24 21 ------1233...500 VA 1 20 A Power 22 19 EUH-1 20 A 3 1233...1000...1 20 A Power 20 17 ------987 VA 1000...1 20 A Power 18 15 ------987 VA 3300...------16 13 Motor 20 A 3 987 VA 3300...------14 11 ------1773...3300...3 80 A ELEVATOR 1 12 9 ------1723...1055...------10 7 HPFA 225 A 3 1954...1319...2 100 A HPH1 8 5 ------4627...3519...------6 3 ------3403...4283...2 100 A HPE 4 1 HPB1A 225 A 3 4888...180 VA 1 20 A Security Head End Rack 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:Phases:3 Mains Type: Location:Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPB Notes: Total Est. Demand:38 A Receptacle 720 VA 100.00%720 VA Total Conn.:36 A Other 4500 VA 100.00%4500 VA Total Est. Demand:13800 VA Motor 4791 VA 118.44%5674 VA Total Conn. Load:12918 VA Lighting - Dwelling Unit 1920 VA 100.00%1920 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:42 A 28 A 40 A Total Load:4888 VA 3403 VA 4627 VA 41 42 39 40 37 38 35 36 33 Other 20 A 1 540 VA 50 VA 1 20 A Motor 34 31 Power 20 A 1 550 VA 1767...------32 29 ERV2 20 A 1 50 VA 1767...2 30 A HP-4 30 27 Lighting 20 A 1 160 VA 480 VA 1 20 A Lighting 28 25 Lighting 20 A 1 200 VA 416 VA 1 20 A Lighting 26 23 ------529 VA 538 VA 1 20 A Lighting 24 21 Motor 20 A 2 529 VA 50 VA 1 20 A Motor 22 19 LEVLEL 3 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 4 CORRIDOR RECEPTACLES 20 17 LEVEL 1 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 2 CORRIDOR RECEPTACLES 18 15 ------90 VA 90 VA ------16 13 DRYER 50 A 2 90 VA 90 VA 2 50 A DRYER 14 11 ------90 VA 90 VA ------12 9 DRYER 50 A 2 90 VA 90 VA 2 50 A DRYER 10 7 8 5 WASHER 20 A 1 500 VA 192 VA 1 20 A Lighting Stairwell 6 3 MAINTENANCE RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A B CORRIDOR RECEPTACLES 4 1 BOILER ROOM RECEPTACLE 20 A 1 360 VA 540 VA 1 20 A SB RECEPTACLES 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:225 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:HPB Phases:3 Mains Type: Location:Volts:120/208 Wye A.I.C. Rating: Branch Panel:HPB1 Notes: Total Est. Demand:161 A Other 1260 VA 100.00%1260 VA Total Conn.:151 A Motor 50438 VA 106.69%53813 VA Total Est. Demand:57976 VA Lighting - Exterior 350 VA 125.00%438 VA Total Conn. Load:54518 VA Lighting - Dwelling Unit 512 VA 100.00%512 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:163 A 144 A 148 A Total Load:19541 VA 17239 VA 17739 VA 41 42 39 40 37 38 35 36 33 34 31 BOILERS 20 A 1 1000...350 VA 1 20 A Lighting - Exterior 32 29 CHEMICAL TREATMENT SYSTEM 20 A 1 500 VA 250 VA ------30 27 Security Head End Rack 20 A 1 0 VA 250 VA 2 60 A SVE EQUIPMENT 28 25 BLDG F LIGHTING 20 A 1 512 VA 987 VA ------26 23 ------529 VA 987 VA ------24 21 HP9 30 A 2 529 VA 987 VA 3 20 A CT-1 22 19 RECEPTACLES 20 A 1 540 VA 720 VA 1 20 A RECEPTACLES 20 17 ------2250...2250...------18 15 ------2250...2250...------16 13 P5 50 A 3 2250...2250...3 50 A P6 14 11 ------987 VA 987 VA ------12 9 ------987 VA 987 VA ------10 7 P3 20 A 3 987 VA 987 VA 3 20 A P4 8 5 ------4500...4500...------6 3 ------4500...4500...------4 1 P1 (VFD)80 A 3 4500...4500...3 80 A P2 (VFD)2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:225 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:HPB Phases:3 Mains Type: Location:ELEVATOR C-3 Volts:120/208 Wye A.I.C. 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