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1. 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.
2. 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.
3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION
AND CONSTRUCTION.
4. 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.
5. 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.
6. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND
MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION.
7. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS
AND SALVAGE FROM THE SITE.
8. 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.
9. 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. 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.
2. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS. 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.
3. 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 TO WHICH THEY SOIL PRESSURE
INCLUDING SURCHARGE, HYDROSTATIC HEAD AND IMPACT LOADS AS APPLICABLE. MINIMUM DESIGN LOAD
VALUES SHALL BE AS FOLLOWS:
100 P.S.F. LIVE LOAD (FIRST FLOOR)
35 P.S.F. LIVE LOAD (SNOW)
20 P.S.F. DEAD LOAD (FLOORS/ROOF)
MAXIMUM ALLOWABLE DEFLECTION @ L/360 OF SPAN
4. PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT LIMITED TO, GYPSUM BOARD PLASTER, ACOUSTIC
SYSTEMS, WOOD TRIM, COVERS, BASE, PANELS, RAILS, AND WAINSCOT. VERIFY MATCH OF NEW FINISH
MATERIALS TO EXISTING IN COLOUR, TEXTURE, THICKNESS, CUT, ETC... TO SATISFACTION OF OWNER PRIOR TC
INSTALLATIONS. PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN REQUIRED. TO BE APPROVED BY OWNER.
5. PATCH EXISTING WALL GYPSUM DRYWALL OR PLASTER TO MATCH EXISTING OF SUFFICIENT THICKNESS TO
MAINTAIN UNIFORM WALL THICKNESS. ALL EXPOSED PORTIONS OF WALL SHALL BE FINISHED WITH THREE(3)
COATES OF SPECKLING, SANDED AND LEFT IN A PAINT READY CONDITION.
6. 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
GENERAL DEMOLITION NOTES:
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REMOVE 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 REMAIN
REMOVE EXISTING ANCILLARY
CONSTRUCTION ALONG THE WEST SIDE
OF BLDG 'B'
REMOVE ANCILLARY
PORTIONS OF BUILDING
REMOVE EXISTING
BRICK TOWER
REMOVE EXISTING ABANDONED WALLS
REMOVE EXISTING ONE-STOREY CONNECTOR
REMOVE EXISTING FIRE ESCAPE
REMOVE EXISTING SHED
REMOVE EXISTING
WOOD STAIRS
REMOVE EXISTING WOOD ROOF AND STAIR
REMOVE EXISTING WOOD-FRAMED ADDITION
REMOVE EXISTING CMU
ADDITION
REMOVE EXISTING STAIRS AND
LANDING
REMOVE EXISTING MTL
FIRE ESCAPE
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
JULY 13, 2018
L-1.1
PLANTING PLAN (SOUTH)
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MATCHLINE - SEE SHEET L-1.0
3/$176&+('8/(6+((7/
FINAL CONSTRUCTION DOCUMENTS
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1. CONTRACTOR SHALL COMPLY WITH ALL STATE LOCAL AND FEDERAL REGULATIONS.
2. CONTRACTOR SHALL PROTECT ALL EXISTING TREES AND SHRUBS SCHEDULED TO
REMAIN & SHALL PROTECT EXISTING ADJACENT BUILDING
3. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS
4. NO CONSTRUCTIONS MATERIALS SHALL BE STORED WITHIN THE DRIP LINE OF
EXISTING TREES
5. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE GIVEN FROM FACE OF FRAMING
TO FACE OF FRAMING UNLESS OTHERWISE INDICATED
6. PROVIDE SOLID WOOD BLOCKING (FIRE RETARDANT IN RATED LOCATIONS) FOR
WALL AND CEILING MOUNTED ITEMS
7. ALL WALLS WITH INSULATION (ACOUSTIC OR THEMAL) TO EXTEND TO UNDERSIDE
OF SHEATHING OR SOLID FRAMING ABOVE AND ALL JOINTS AND SEAMS SHALL BE
SEALED
8. FOR RATED ASSEMBLIES, CONSTRUCTION MUST CONFORM TO SPECIFIC U.L.
DESIGN OR GYPSUM ASSOCIATION ASSEMBLIES
9. ALL RATED WALLS SHALL BE EXTEND TO UNDERSIDE OF SHEATHIMG ABOVE AND
SHALL BE SEALED WITH FIRE SAFE CAULK. ALL JOINTS, SEAMS AND
PENETRATIONS TO BE FIRE-CHAULKED WITH 4800 00/DW
10. ALL WALLS AROUND PIPE & DUCT CHASES TO BE FIRE RATED
11. CUT AND PATCH ALL OPENINGS REQUIRED FOR NEW ELECTRICAL, PLUMBING AND
HVAC WORK WHETHER SHOWN ON THIS PLAN OR NOT.
12. FILL SOLID ANY OPENINGS OR PENETRATTION IN WALL, CEILING, AND FLOOR
SURFACES WITHIN THE CONTRACT AREA WITH EQUIVALENT MATERIAL AND
THICKNESS OF THE ADJACENT SURROUND SURFACE, WHETHER EXPOSED OR NOT.
13. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE GIVEN FROM FACE OF FRAMING
TO FACE OF FRAMING UNLESS OTHERWISE NOTED.
14. GYPSUM BOARD TO BE MOLD RESISTANT IN ALL TOILET ROOMS AND AT BACK
WALLS OF ALL KITCHENS. GYPSUM BOARD TO BE FIRE CODE AT ALL RATED
CONDITIONS. WHEN A RATED WALL OCCURS AT A TOILET ROOM, ETC., USE FIRE
CODE, MOLD RESISTANT TYPE "X" GYPSUM BOARD. 5/8" TYPE C (F.C) GYPSUM
WALL BOARD MUST EXTEND BEHIND BATHTUB ENCLOSURES AT ALL RATED
CONDITIONS.
15. INSTALL FIRE BLOCKING AS REQUIRED PER STATE OF CONNECTICUT BUILDING
CODE SECTION 717 FOR CONCEALED SPACES OF ALL NEW CONSTRUCTION.
INSTALL FIRE BLOCKING AS REQUIRED PER STATE OF CONNETICUT BUILDING
CODE SECTTIONS 712 AND 716 AT PENETRATIONS MADE BY ELECTRICAL,
MECHANICAL AND PLUMBING SYSTEMS
16. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF SHEAR WALLS WHICH
REQUIRE ADDITIONAL LAYERS OF WOOD STRUCTURAL PANELS
FRAMING, BLOCKING & FURRING
17. G.C SHALL PROVIDE & INSTALL FRAMING, BLOCKING, FURRING, AND FINISH
MATERIAL AS REQUIRED FOR SOFFITS, CEILINGS, AND CEILINGS SLOPES SHOWN ON
DRAWINGS AS REQUIRED TO ENCLOSE MATERIALS AND EQUIPMENT FOR DIVISION
15 AND 16 WORK.
18. G.C. SHALL PROVIDE & INSTALL FRAMING, BLOCKING, FURRING, AND FINISH
MATERIAL AS REQUIRED FOR SHAFTS & FURRED OUT WALLS SHOWN AS REQUIRED
TO ENCLOSE MATERIALS AND EQUIPMENT FOR DIVISION 15 AND 16 WORK.
HANGING & MOUNTING FOR DIVISION 15 & 16 WORK
19. G.C. AND/OR SUBCONTRACTOR TO PROVIDE & INSTALL FRAMING, BLOCKING,
FURRING, HANGERS, AND STRAPS AS REQUIRED FOR PIPEING,DUCTS, RACEWAYS,
AND EQUIPMENT SPECIFIED ON DIVISION 15 & 16 DRAWINGS. MOUNTING AND
ATTACHMENT METHODS TO BE COMPLY WITH RECOMMENDED DETAILS OF
LUMBER/FRAMING MANUFACTURER.
GENERAL NOTES
1. PROVIDE FIRE-BLOCKING (AS DEFINED BY BUILDING CODE SECTION 702.1 AND
DETAIL BELOW) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING AT THE CEILING, FLOOR AND ROOF LEVELS.
2. PROVIDE FIRE-BLOCKING (AS DEFINED BY BUILDING CODE SECTION 702.1 AND
DETAIL BELOW) AT ALL INTERCONNECTIONS BETWEEN VERTICAL & HORIZONTAL
SPACES SUCH AS OCCUR AT SOFFITS OVER CABINETS, DROP CEILINGS, COVE
CEILINGS AND SIMILAR LOCATIONS.
3. PROVIDE FIRE-BLOCKING (AS DEFINED BY BUILDING CODE SECTION 702.1 AND
DETAIL BELOW) IN CONCEALED SPACES BETWEEN STAIRWAY STRINGERS AT THE
TOP AND BOTTOM OF THE RUN.
4. ALL PENETRATIONS @ RATED ASSEMBLIES AND NON-RATED ASSEMBLIES TO BE
FIRE-CAULKED WITH ASTM.E-136 TESTED FIRESTOP SEALANT,
5. RATED ASSEMBLIES TO EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. JOINTS
TO BE FIRE CAULKED WITH ASTM. E-136 TESTED FIRESTOP SEALANT.
6. SEE PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS ON
PENETRATIONS, BLOCKING, AND SEALANT.
FIRE BLOCKING &
CAULKING
EXISTING WALL CONST. TO
REMAIN -PLANS
MATERIAL
SYMBOLS
CONCRETE IN SECTION
BRICK IN SECTION
CONCRETE MASONRY UNIT
(C.M.U) IN SECTION
CRUSHED GRAVEL FILL IN
SECTION
COMPACTED BACKFILL IN
SECTION
UNDISTURBED SOIL IN
SECTION
FINISH WOOD TRIM IN
SECTION
GYPSUM BOARD IN
SECTION
PLYWOOD IN SECTION
SPRAY FIBERGLASS
INSULATION IN SECTION
CELLULOSE INSULATION
IN SECTION
BATT INSULATION
IN SECTION
RIGID INSULATION IN
SECTION
NOMINAL LUMBER IN
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BLOCKING IN SECTION
CONSTRUCTION
SYMBOLS
W
DETAIL SECTION
TAG -CUT
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TAG -BUBBLE
BUILDING SECTION
TAG
WINDOW TAG -SEE
WINDOW SCHEDULE
DOOR TAG -SEE DOOR
SCHEDULE
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CONCRETE
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CONTINUOS
DEEP OR DEPTH
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DIAMETER
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EACH
ELECTRIC
ELECTRIC WATER COOLER
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LAMINATED VENEER LUMBER
MANUFACTURER
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MATERIAL
MAXIMUM
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ABBREVIATIONS
MECHANICAL
METER
MILIMETER
MINIMUM
MISCELLANEOUS
MOISTURE RESISTANT
MOUNTED
NOMINAL
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NOT TO SCALE
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PLYWOOD
QUARRY TILE
RAIN WATER LEADER
REFERENCE
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SANITARY
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SQUARE FEET
SQUARE INCHES
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STAINLESS STEEL
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STRUCTURAL
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TELEPHONE
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TOP OF SUBFLOOR
TREAD
TYPICAL
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SCOPE OF WORKSOURCE:
2012 INTERNATIONAL EXISTING BUILDING CODE
2012 CT AMENDMENTS
2012 INTERNATIONAL FIRE CODE
2012 NFPA 101: LIFE SAFETY CODE
WHEN REFERRED TO BY THE 2012 IEBC:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NFPA 70: NATIONAL ELECTRICAL CODE (NEC)
2009 ICC/ ANSI A117.1 ACCESSIBLE & USABLE
BUILDINGS & FACILITIES GENERAL BUILDING CODE INFORMATION
THE SCOPE OF WORK FOR THIS PROJECT INVOLVES THE RENOVATION OF AN EXISTING FACTORY BUILDING COMPLEX. THE BUILDINGS ARE BEING
EVALUATED UNDER CHAPTER 10 OF THE 2012 INTERNATIONAL EXISTING BUILDING CODE. COMPLIANCE WITH PORTIONS OF THE 2012 INTERNATIONAL
BUILDING CODE AND 2005 CONNECTICUT FIRE SAFETY CODE IS ALSO PROVIDED AS DIRECTED THROUGH THE INTERNATIONAL EXISTING BUILDING
CODE. A CHANGE OF USE IS PROPOSED FROM THE ASSUMED EXISTING USE OF FACTORY, LOW HAZARD (F-2) TO RESIDENTIAL (R-2). THE
COMPLEX WILL CONTAIN 73 RESIDENTIAL DWELLING UNITS AND ACCESSORY USES.
PROVIDED BLDG FGHJKMPROVIDED BLDG EPROVIDED BLDG DPROVIDED BLDG ABC
USE GROUP CLASSIFICATION (IEBC 1012.1, IBC 302)
SPRINKLER SYSTEM (IEBC 1012.1)
INTERIOR FINISH (IEBC 1012.1, IBC 302 & T803.9)
MEANS OF EGRESS (IEBC 1012.1, IBC CH.10)
NUMBER OF EXIT (1018.1)
COMMON PATH (1013.3)
TRAVEL DISTANCE (1015.1)
CORRIDOR WIDTH (1016.1)
EGRESS STAIR WIDTH (1009.1)
HEIGHT AND AREA (IEBC 1012.5, IBC T503)
CONSTRUCTION CLASSIFICATION
HEIGHT LIMIT
AREA LIMIT
FIRE RESISTANCE RATINGS (IBC T601)
LOADBEARING EXTERIOR WALLS
NONLOADBEARING EXTERIOR WALLS
LOADBEARING INTERIOR WALLS
NONLOADBEARING INTERIOR WALLS
ENCLOSURE OF SHAFTS (IEBC 1012.7, IBC 706)
STAIR ENCLOSURES (IEBC 1012.7.2)
SHAFT ENCLOSURES (IEBC 1012.7.3)
FIRE WALLS (705.4)
FIRE BARRIERS (IBC 706)
SHAFT ENCLOSURES (706.3.1 & 707.4)
EXIT ENCLOSURES (706.3.2 & 1019.1)
EXIT PASSAGEWAY (706.3.3 & 1020.1)
HORIZONTAL EXIT (706.3.4 & 1021.1)
INCIDENTAL USE AREAS (706.3.5 & T302.1.1)
SEP. OF MIXED OCCUPANCIES (706.3.6 & 302.3.2)
SINGLE OCCUPANCY FIRE AREAS (T706.3.7)
FIRE PARTITIONS (708.1)
DWELLING UNIT SEPARATION (708.3)
EXIT ACCESS CORRIDORS (708.1 & 1016.1)
R-2
NFPA 13
? MEANS PROVIDED
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NFPA 13R
R-2
? MEANS PROVIDED
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NFPA 13R
R-2
? MEANS PROVIDED
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NFPA 13R
R-2
? MEANS PROVIDED
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3B3B3B3B
5 STORIES/?' + BASEMENT 2 STORIES/?'2 STORIES/?'1 STORY/?' + BASEMENT
??? S.F./FLR ON LARGEST FLR ??? S.F./FLR ??? S.F./FLR ??? S.F./FLR ON LARGEST FLR
2 HR
N/A
0 HR
0 HR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 HR
1 HR
2 HR
N/A
0 HR
0 HR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 HR
1 HR
2 HR
N/A
0 HR
0 HR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 HR
1 HR
2 HR
N/A
0 HR
0 HR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 HR
1 HR
F-2 EXISTING
NONE EXISTING
PER OCCUPANT LOAD & TD
75'
250'
44"
36"-44"
3B
ALLOWED: 4 STORIES/55'
5 STORIES/75' W/NFPA
13 SPRINKLERS
ALLOWED: 16,000 S.F./FLR
48,000 S.F./FLR W/NFPA
13 SPRINKLERS
REQUIRED: 2 HR
REQUIRED: 0 HR
REQUIRED: 0 HR
REQUIRED: 0 HR
2 STORIES: 0 HR
3 STORIES: 1 HR
4+ STORIES: 2 HR
2-5 STORIES W/SPRINKLERS: 0 HR
6+ STORIES: 2 HR
N/A
N/A, SEE SHAFT ENCLOSURES ABOVE
N/A, SEE SHAFT ENCLOSURES ABOVE
N/A
N/A
ANY LAUNDRY OR STORAGE RMS OVER 100 SF? ANY FURNACE RM EQUIPMENT OVER 400,000 BTU?
ANY ASSEMBLY AREAS OVER 750 SF?
N/A
1 HR OR 1/2 HR W/NFPA 13
1 HR OR 1/2 HR W/NFPA 13 OR 13R
OCCUPANT LOAD (AS NOTED ON PLANS)
ASSEMBLY = ?
STORAGE/ MECHANICAL = ?
ACCESSORY (OFFICE, RESTRMS, SEC., MAINT., LAUNDRIES.,)=?
RESIDENTIAL = ?
TOTAL BUILDING OCCUPANT LOAD = ?
HANDICAPPED ACCESS PROVIDED, REFER TO PLANS
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TYPICAL PROJECT-WIDE EXTERIOR RENOVATION NOTES:
1. LOW SLOPED ROOFING ASSEMBLY:
A. REPLACE EXISTING ROOFING SYSTEM WITH NEW SINGLE PLY MEMBRANE ROOFING OVER 8" POLYISOCYANURATE RIGID INSUATION
(R40).
B. REBUILD EXISTING FASCIAS & SOFFITS.NOTE, TEST EXISTING EXTERIOR WOOD FOR LEAD BASED PAINT.IF LEAD IS FOUND,
THEN ALL EXISTING WOOD SHALL BE RESTORED IN CONFORMANCE WITH EPA STANDARDS.
C. INSTALL NEW 0.032" PREFIN ALUM 6" BOX GUTTERS AND 0.027" PREFIN ALUM 6" SQ DOWNSPOUTS.REFER TO SPECIFIC
COMMENTS FOR EACH BUILDING ON THE ELEVATIONS.
2. SLOPED ROOFING (>4:12):
A. REMOVE EXISTING ROOFING, INCLUDING ALL SHEATHING
B. INSTALL NEW 3/4" EXTERIOR PLYWD SHEATHING
C. INSTALL (2) LAYERS 15# ASPHALT FELT PAPER
D. INSTALL NEW ASPHALT SHINGLES
E. PROVIDE 36" WIDE STRIP OF ICE & WATER SHIELD ALONG ALL EAVES, VALLEYS AND RIDGES
F. PROVIDE NEW 0,032" PREFIN ALUM DRIP EDGE
G. PROVIDE NEW 0.032 6" DIA HALF ROUND PREFIN ALUM GUTTERS AND 0.027" DOWNSPOUTS.PROVIDE PRECAST CONC
SPLASHBLOCKS AT BASE OF ALL DOWNSPOUTS (PREFIN ALUM TO DIVERT WATER AWAY FROM BLDG)
H. PROVIDE MIN 8" OPEN CELL SPARY ICYNENE INSULATION BELOW THE SHEATHING (MIN R40)
I. PROVIDE CEILING FINISH, SEE FINISH SCHEDULE.ICYENE MUST NOT BE EXPOSED TO VIEW.IF NOT FINISHED CLG IS SPEC'D,
THEN -INSTALL FSK PAPER OR SPRAY APPLIED FIRE RETARDANT
3. EXTERIOR MASONRY WALLS:
a. REPOINT THE UNDERSIDE OF EVERY SILL
b. ALL EXTERIOR WALLS TO BE RESTORED.EACH BLDG HAS SPECIFIC RESTORATION NEEDS AS NOTED ON THE DRAWINGS.
c. CONTRACTOR TO SUBMIT UNIT COSTS FOR REPOINTING, BRICK REPLACEMENT AND STONE REPLACEMENT.
d. EACH BLDG REQUIRES DIFFERENT LEVELS OF MASONRY REPLACEMENT AND REPOINTING.SEE DRAWINGS.
e. COORDINATE ALL MASONRY REPAIRS WITH STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL ENGINEER
TO VERIFY ALL ITEMS SCHEDULED TO BE REMOVED AS "NON-STRUCTURAL" PRIOR TO THEIR REMOVAL.ANY ITEMS DEEMED
STRUCTURALLY INTEGRAL TO THE BUILDING THAT ARE SCHEDULED FOR REMOVAL MUST BE ADDRESSED BY THE DESIGN TEAM
PRIOR TO THEIR REMOVAL.
f. MASONRY CONTRACTOR TO RETAIN A MATERIAL SPECIALIST TO TAKE SEVERAL 9" CORE SAMPLES (MIN 3 WYTHES THICK) OF
EXISTING BRICK AND MORTAR.EVALUATE CONDITION OF THE EACH.COMFIRM STRUCTURAL INTEGRITY OF THE BRICK AND
MORTAR FOR STRENGTH AND COMPOSITION.DETERMINE THE APPROPRIATE MORTAR TYPE FOR REPOINTING PRIOR TO
RESTORATION OF PROJECT.
g. MASONRY CONTRACTOR TO SUBMIT A MEANS AND METHODS STATEMENT FOR REVIEW AND APPROVALE PRIOR TO COMMENCE OF
ANY RESTORATION WORK FOR THIS PROJECT.THE MEANS AND METHODS SUBMITTAL MUST INCLUDE, BUT NOT LIMITED TO, THE
GOLLOWING:
A. TYPES OF EXISTING BRICK AND MORTAR (NEW BRICKS AND MORTAR TO MATCH AND ALIGN WITH EXISTING)
B. SOURCES FOR MATCHING NEW BRICK TO EXISTING
C. SAMPLES OF NEW BRICKS AND THEIR RESPECTIVE LOCATIONS
D. SCOPE AND QTY OF NEW MASONRY REQUIRED (INCLUDING STONE)
E. REPOINTING AND BRICK REPLACEMENT METHODS, INCLUDING INSTALLATION OF CONTROL JOINTS WHERE INDICATE
-REMOVE ALL EXISTING DOORS AND WINDOWS.INSTALL NEW WINDOW/DOOR ASSEMBLY W/ PERIMETER SEALANT & BACKER ROD
(NEW WINDOW/DOOR ASSEMBLY TO FOLLOW ORIGINAL SETBACK DEPTH FROM FACE OF MASONRY
-CLEAN ALL MASONRY AND STONE SURFACES W/ MILD DETERGENT
4. REROUTE ALL EXISTING POWER DISTRIBUTION LINES FOR PROJECT SO THERE IS NOTHING ON THE ROOFS OF ANY BUILDING.
5. REMOVE ALL SURFACE MOUNTED CONDUIT, PIPING, HVAC EQUIPMENT, MISC NON STRUCTURAL WOOD... FROM ALL EXTERIOR
WALLS.
6. REMOVE ALL VEGETATION FROM SURFACES OF BUILDING.
7. REPLACE ALL WINDOWS AND DOORS THROUGHOUT THE PROJECT, INCLUDING FRAME ASSEMBLIES
8. REMOVE ALL APPURTENANCES ON THE EXISTING ROOFS (CHINMEYS, VENTILATORS, CABLE HARNESSES...)
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SC.ALE, 9" = l'-0" 300 Winding Brook Drive Glastonbury, Connecticut 06033860 652 8227 """"""'AzTECH ENGINEERS, 1Nc.
Aztech Engineers, Inc.
901 Wethersfield Avenue
Hartford, Ct. 06114
Phone (860)548-9987
Fax (860)549-2572
www.aztecheng.com
MOJRJRISSJRY
ls:NIIINEIEAINII. LLD 58 Essex Street Deep River, CT 06417 (860)532-0312OXOBOXO LOFTS
UNCASVILLE, CT
No.
4
Dakota
Partners, Inc.
Description Date
Final CD's 7/13/18
Final CD's 1 lJ/l :l/1 H
Project Number 16-063
Date Nov. 1, 2016
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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:
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THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS
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IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED
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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
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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
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STRUCTURAL DWGS.
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BRICK THIS WALL
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RENOVATION NOTES:
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LOST THEIR GLAZING
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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:
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WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL
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IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED
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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:
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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:
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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:
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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:
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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
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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.
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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:
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GENERAL STRUCTURAL NOTES
CODES AND STANDARDS
1. 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 LOADS
1. DESIGN LIVE LOADS38%/,&52206$1'&255,'2566(59,1*7+(0 36)35,9$7(52206$1'&255,'2566(59,1*7+(0 36)
2. SNOW LOADS*5281'612:/2$' 3*
,03257$1&()$&725 ,6 )/$7522)612:/2$' 3) 36)612:(;32685()$&725 &( 7+(50$/)$&725 &5
3. WIND LOADS12,1$/:,1'63(('5,6.&$7,, 03+:,1'(;32685(&$7(*25< %
4. SEISMIC LOADS63(&75$/5(63216($&&(/(5$7,21$76+2573(5,2'6 66 63(&75$/5(63216($&&(/(5$7,21$721(6(&21'3(5,2'6 6 6(,60,&86(*5283 ,
6(,60,&'(6,*1&$7(*25< %6,7(&/$66 &$1$/<6,6352&('85( (48,9$/(17/$7(5$/)25&(0(7+2',03257$1&()$&725,(
6'6 6' &6 0$6215< /,*+7)5$0(:$//6
S LATERAL LOAD RESISTING SYSTEMS:$7(;,67,1*%8,/',1*6 25',1$5<3/$10$6215<6+($5:$//65 &' $71(:0(==$1,1( /,*+7)5$0(:$//66+($7+(':,7+:22'6758&785$/3$1(/65$7(')256+($55(6,67$1&( 5 &'
FOUNDATIONS
1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH ASSUMED VALUES FROM THE BUILDING CODE.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR CONTROLLED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 1.5 KSF.
3. ALL FOOTINGS SHALL BEAR AT LEAST 3’−6" BELOW FINISH GRADE.
4. ELEVATIONS OF THE BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING PURPOSES AND REPRESENT THE HIGHEST ALLOWABLE ELEVATION. THE BOTTOM OF FOOTING SHALL BE LOWERED
AS REQUIRED TO BEAR ON SUITABLE MATERIAL AS DEFINED ABOVE OR UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL.
5. EXISTING UN−COMPACTED FILLS WITHIN THE BUILDING FOOTPRINT SHALL BE REMEDIATED EITHER BY REMOVAL AND REPLACEMENT, OR GROUND IMPROVEMENT DESIGNED TO ACHIEVE 1.5KSF
BEARING CAPACITY.
6. FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER, REMOVE ALL SURFACE TOPSOIL, PAVEMENT, AND OTHER UNSUITABLE MATERIALS. REPLACE WITH COMPACTED GRANULAR FILL.
7. FOUNDATION WALLS ARE GENERALLY NOT DESIGNED AS FREESTANDING RETAINING WALLS. AS SUCH THEY MUST BE BACKFILLED ON BOTH SIDES EQUALLY OR TEMPORARILY BRACED UNTIL OTHER
STRUCTURAL ELEMENTS WHICH BRACE THESE WALLS ARE IN PLACE. 8. PIPES AND OTHER M.E.P. ELEMENTS SHALL PASS THROUGH FOUNDATION WALL, NOT UNDER FOTTINGS. STEP FOOTINGS AS
REQUIRED TO PASS UNDER THESE SYSTEMS. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALL.
REINFORCED CONCRETE
1. ALL CONCRETE SHALL BE NORMAL WEIGHT (UNLESS INDICATED AS LIGHT WEIGHT ON PLANS) WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS:
:$//6$1')281'$7,21636,6/$%621*5$'(36,&20326,7(&21&5(7(6/$%636,
1250$/:(,*+7&21&5(7(72+$9($81,7:(,*+72) 36) :(7 36) '5< /,*+7:(,*+7&21&5(7(72+$9($81,7:(,*+72) 36) :(7 36) '5<
2. ALL CONCRETE EXPOSED TO FREEZE−THAW CYCLES SHALL BE AIR ENTRAINED.
3. ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING TO ASTM A 615 ˘ GRADE 60.4. ALL REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL
CONFORM TO ASTM A706 WELDABLE REINFORCING. 5.ALL REINFORCING BARS SHALL BE DETAILED IN ACCORDANCE WITH ˆACI DETAILING MANUAL.˜ SHOW THE NUMBER AND LOCATION OF ALL BAR
SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED ON THE PLACING DRAWINGS. 6. MINIMUM CLEAR COVER FOR REINFORCEMENT WHEN NOT
OTHERWISE INDICATED SHALL BE:
&21&5(7(3285('$*$,167($57+
&21&5(7(3285(',1)2506%87(;326('72($57+2):($7+(5 $%$56$1'60$//(5 ò
%%$56/$5*(57+$1 6/$%6:$//6127(;326('72($57+25:($7+(5 ô
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.
MASONRY
1. 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
%$56 %$56
%$56 %$56 %$56
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 STEEL
1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS:
$//:,'()/$1*(6+$3(6 $670$25$ *5$'(
$//78%8/$56(&7,216 $670$*5$'(%$//3,3(6(&7,216 $670$*5$'(%$1&+2552'6 $670)*5$'($//0,6&3/$7(6$1'$670$
&211(&7,210$7(5,$/6
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 ANCHORS
1. 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 FRAMING
1. 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 ˆSPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS˜, LATEST EDITION
2. 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.
WOOD
1. 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 BETTER
3. 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:( 36,)% 36,
6. ALL MATERIAL LABELLED "LSL" BE LAMINATED STRAND LUMBER WITH THE FOLLOWING PROPERTIES:( 36,
)% 36,
7. 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.
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@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"SEE NOTE 1
1. 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.
LEVEL 1 NOTES:
6
(2) 2x10
(2) 2x102x10(2) 2x10
6:$
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NOTE 6
(TYP OF 9)
6
7<3
EX. CONC. PLATFORM
6
6,0
6
6,0
6
6
6,0
1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.
LEVEL 2 NOTES:
6:$
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:::::::::
6
ATTIC SPACE
1. 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)
6
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6
6
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1. 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 2
6
(−3.50’)
(−3.50’)
SEE NOTE 3
SEE NOTE 3
6
6
:$
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1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND
EXISTING BUILING 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.
LEVEL 2 NOTES:
SEE NOTE 1
@2x1016"(2) 2x10
(2) 2x10
6
6,0
6
6,0
SEE NOTE 7
SEE NOTE 8:$
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:
1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR
AND EXISTING BUILING 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.
LEVEL 3 NOTES:
SEE NOTE 1
6
6,0
6
6,0
6
CW − SEE NOTE 6
CW − SEE NOTE 6
6
6,0
6
6,0@2x1016"(2) 2x10SEE NOTE 7
SEE NOTE 8:$
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:
1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW
CONNECTOR AND EXISTING BUILING 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.
LEVEL 4 NOTES:
6
6
6
@2x12 16"
@2x12 16"
@2x12 16"
(2) 2x12
(2) 2x12
@2x12 16"@2x1016"
6
6,0
6
6,0
SEE NOTE 7
SEE NOTE 8
6
1. TYPICAL FLOOR CONSTRUCTION IS 2.5" NORMAL−WEIGHT CONCRETE ABOVE FLUTES OF 2", 18 GAGE
COMPOSITE STEEL DECK (4.5" TOTAL THICKNESS) REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE
FABRIC, SUPPORTED ON STEEL FRAMING AS SHOWN. SEE PLAN FOR SPAN ORIENTATION.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.
3. (X) INDICATES NUMBER OF 0.75" X 3.5" HEADED SHEAR STUDS
4. FOR ALL BEAMS IN AREAS OF COMPOSITE SLABS WITHOUT STUDS SHOWN, PLACE STUDS @ 2’−0" O/C.
BRIDGE C/D AND D/E NOTES:
W12X26
W12X26
BUILDING CBUILDING D BUILDING E
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
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1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW
CONNECTOR AND EXISTING BUILING 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.
ROOF NOTES:@2x616"CW − SEE NOTE 6
CW − SEE NOTE 6
6
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F3.0
−1.67
NOTES:
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 S0.1
6. FX.XX INDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO.
XX.XX DENOTES 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.
SEE NOTE 4 (TYP)
F3.0−1.67
SEE NOTE 7
6
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6
NOTES:
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, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE
FULLY GROUTED. SEE TYPICAL DETAIL.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.
−5.00PIT EL.
6
(2) 2x10@2x616"
6
6,0
6
6
6,0
6
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6
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6
6
6
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. 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, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE
FULLY GROUTED.
NOTES:
6
6,0
6
6,0
(2) 2x10@
2x616"
6
6,0
6
6
6
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1. 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, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE
FULLY GROUTED.
NOTES:
6
6,0@2x616"
6
6,0 (2) 2x10
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
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//
1. 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, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE
FULLY GROUTED.
NOTES:
6
6,0
(2) 2x10 @2x616"
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
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6,0
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6
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1. 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, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. 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. SEE S2.2 FOR TOP OF ELEVATOR SHAFT & HOIST BEAM DETAILS.
NOTES:
6
6,0@2x616"(2) 2x10
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
6
6,0
6
SEE NOTE 4
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//
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 2X6 STUDS AT 16"oc. STAIR WALLS ARE BEARING
WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.
LEVEL 1 NOTES:
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//@2x1012"@2x1016"@2x1016"@2x1016"@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
6,0
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HSS4x4x3/8
F3.0
−1.67
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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, 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 S0.1
7. XX.XX DENOTES BOTTOM OF FOOTING ELEVATION.
FX.XX INDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO.
8.HSS COLUMNS NOT RECEIVING A CAP PLATE SHAL RECEIVE A 1/4" STEEL CAP PLATE, SEAL WELDED ALL
AROUND.
LEVEL 1 NOTES:
F3.0
−1.67
2$
22222
6
6
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. 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, 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 (6 WINDOWS TOTAL @
SOUTHEAST CORNER).
7. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).
LEVEL 2 NOTES:
HSS4x4x3/8 HSS4x4x3/8
POST (TYP OF 3)
@2x6 16"
W10X39 CANT
@2x6 16"
6
SEE NOTE 6
1 3/4"x11 1/4" LVL
1 3/4"x11 1/4" LVL
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F3.0
HSS4x4x3/8
−1.67
F3.0
−1.67
F3.0
−1.67
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, 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 S0.1
7. XX.XX DENOTES BOTTOM OF FOOTING ELEVATION.
FX.XX INDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO.
LEVEL 1 NOTES:
SEE NOTE 5 (TYP)
6
$
%
6
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. 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, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE
FULLY GROUTED.
6. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).
LEVEL 2 NOTES:
@2x6 16"@2x616"W10X39
W8X13HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8HSS4x4x3/8POST (TYP OF 3)
6
6,0
6
6,0 1 3/4"x11 1/4" LVL1 3/4"x11 1/4" LVL
6FDOH
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F5.0 F5.0 F3.0
F9’−7"x5’−0"
F5.0
F3.0
1. SEE UNDERPINNING DETAIL. UNDERPINNING REQUIRED AT FOOTINGS AT EXTERIOR WALL.
2. 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.
3. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.1
4. 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. SEE TYPICAL DETAIL.
5. P−X XX.XX DENOTES PIER TYPE AND TOP OF PIER ELEVATION WITH RESPECT TO TOP OF SOG..
FX.XX XX.XX DENOTES FOOTING TYPE AND BOTTOM OF FOOTING ELEVATION WITH RESPECT TO TOP OF SOG.
SEE FOOTING SCHEDULES AND TYP PIER DETAIL FOR ADDITIONAL INFO.
6.UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).
LEVEL 1 NOTES:
6
PIT EL.
−5.00
6
HSS8X8X3/8
HSS8X8X3/8
HSS8X8X3/8 HSS8X8X3/8
HSS8X8X3/8
HSS8X8X3/8
HSS8X8X3/8
TYP@ EXTERIOR COL
P−1 −4.00 (MATCH EXIST)EX. BFE=−4.00’VIF−4.00
−4.00
−2.33 −1.67
−2.00
P−1
−0.67
−0.67
P−1 P−1−0.67 −0.67
SEE NOTE 4
(MATCH EXIST)
(MATCH EXIST)
6
6,0
W16X26
W16X26 W12X16 W12X16W12X16
W18X46W12X16W12X16W12X16W12X16W12X16
W12X16W12X161. DENOTES TYPICAL FLOOR CONSTRUCTION IS 3.5" LIGHT−WEIGHT CONCRETE ABOVE FLUTES OF 3", 18
GAGE COMPOSITE STEEL DECK (6.5" TOTAL THICKNESS) REINFORCED WITH 6X6 W1.4XW1.4 WELDED
WIRE FABRIC, SUPPORTED ON STEEL FRAMING AS SHOWN. SEE PLAN FOR SPAN ORIENTATION.
2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.
3. (X) INDICATES NUMBER OF 0.75" X 3.5" HEADED SHEAR STUDS
4. FOR ALL BEAMS IN AREAS OF COMPOSITE SLABS WITHOUT STUDS SHOWN, PLACE STUDS @ 2’−0" O/C.
5. UON, ALL STEEL BEAM CONNECTIONS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS
(ASD).
LEVEL 2 NOTES:
6
6
1. 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).
LOW ROOF NOTES:
SEE NOTE 1
HSS8X4X1/4HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4HSS8X4X1/4HSS8X4X1/4
1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS.
2. CONNECTION FROM WIND GIRT TO COLUMN TO BE DESIGNED FOR A HORIZONTAL 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. SEE S2.2 FOR TOP OF ELEVATOR SHAFT & HOIST BEAM DETAILS.
HIGH ROOF NOTES:
6
SEE NOTES 2& 3 (TYP)
SEE NOTE 6
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6@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"@2x816"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.
3. TYPICAL TOP OF SHEATHING ELEVATION IS 30’−6", UON.
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.
LEVEL 1B NOTES:
TOP OF SHEATHING @ 29’−0"
TOP OF SHEATHING @ 29’−0"
TOP OF SHEATHING @ 29’−7 7/8"
6
6
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NOTES:
1. 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.
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.
SEE NOTE 1
SEE NOTE 2 (TYP)
6
6
JM BRIDGE − SEE M−S1.1 FOR MORE INFO.
6
SEE NOTE 4
PT 2x8 @ 16" o/c
6
EL.5" Foundation Slab 0’ − 0"
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NOTES:
1. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER
PLACED OVER GRAVEL. SEE TYP SLAB ON GRADE DETAIL.
2. BRICK PIERS AT COLUMNS TO BE REPOINTED AND REPLACED AS NECESSARY. (TYP OF 27).
SEE NOTE 1
SEE NOTE 2
JM BRIDGE − SEE J−S1.1 FOR MORE INFO
6
JM BRIDGE − SEE J−S1.1 FOR MORE INFO
GRIND EX. SLAB @ END TO ALLOW FOR PLYWOOD PLACEMENT
6
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1’ − 0"8"1’ − 6"1’ − 6"8"7"1’ − 2"
ELEVATOR PIT
DETAIL
#4@12"oc HORZ BARS
#4@16"oc VERT BARS
20"x2’−0"x6" DEEP SUMP
HOOK BARS AT SUMP
SEE ARCH AND ELEVATOR
DWGS FOR SILL DETAILS
2x4 SHEAR KEY (TYP)
MASONRY WALL BEYOND−SEE ARCH PLANS
#4@12"oc
(4)#4 EXTEND 2’−0" PAST DOOR
JAMB ON EACH SIDE
2’−8
"3’−0"CONTINUOUS WATERSTOP FOUR SIDES
#4@10"oc EW, TOP & BOT
#4x4’−0" DOWELS TO MATCH
VERTICAL MASONRY
REINFORCEMENT.
ANCHOR RODS −
(4) 3/4" F1554, Gr. 36,
EMBED. 10". (UON)
FOOTING, SEE PLAN
STEEL COLUMN, SEE PLAN
BASEPLATE −10"x3/4"x10" (UON)
SEE BELOW
TYPICAL INTERIOR COLUMN
BASEPLATE & FOOTING DETAIL
2" NON−SHRINK GROUT
1 1/2" (TYP)
(UON)
SLAB ON GRADE
3/8" CRUSHED STONE −
DEPTH VARIES
EXISTING COPACTED
FILL
TYPICAL SLAB ON GRADE REPLACEMENT DETAIL
VAPOR BARRIER
1/2"x12" SMOOTH DOWEL
@ 4’o/c (2 MIN./SIDE),
DRILL AND GROUT INT
EXISTING SLAB. EMBED 6"
EXISTING SLAB ON GRADE
WWF
NEW SLAB ON GRADE − MATCH
DEPTH OF EXIST. MIN. 5"
SAW CUT AS SOON AS CONCRETE
WILL NOT RAVEL (24 HRS. MAX)
CONCRETE
BRICK OR BLOCK
SUPPORTS1 1/2"WWF
TYPICAL SLAB ON GRADE
CONSTRUCTION JOINT
3/4"1 1/2" CLEARSTOP MESH AT
JOINT
VAPOR BARRIERD/3D SLAB DEPTHWWF
TYPICAL SLAB ON GRADE
CONTROL JOINT
FOOTING SCHEDULE
LENGTH WIDTH THICKNESS REINFORCING
F3.0 3’−0" 3’−0" 1’−6" (4) #5 EW
F4.0
F5.0
SLAB ON GRADE
3/8" CRUSHED STONE −
9" DEEP
EXISTING COMPACTED
FILL
TYPICAL SLAB ON GRADE DETAIL
VAPOR BARRIER
WWF
NEW SLAB ON GRADE − SEE PLAN
FOR DEPTH.
EXISTING FOOTING
DRY PACK GROUT
UNDERPINNING
4’ − 0"4’ − 0"4’ − 0"
A AB BCC
SEQUENCE
1. 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.
MATERIALS
1. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH f’c=4000psi
2. DRY−PACK GROUT SHALL CONSIST OF 1 PART PORTLAND CEMENT MIXED WITH 2 PARTS DAMP SAND
3. ALL SHEETING AND BRACING TO REMAIN IN PLACE MUST BE TREATED WOOD OR SOME OTHER MATERIAL RESISTANT TO
DECOMPOSITION.
TYPICAL WALL UNDERPINNING
F1554 ANCHOR RODS W/
LEVELING NUTS, GR. 36. EMBED
10" (UON).
2 TIES @ 3" TOP
#3 TIES @ 12" oc@P−1
VERTICAL BARS W/ STD HOOK
PIER
FACE OF WALL BEYONDWALL FOOTING BEYOND
COLUMN
FOOTING −SEE
SCHEDULE
BASEPLATE
STEEL
COLUMN
1’ − 4"1’ − 4"TIES −SEE SECTION FOR SPACING
(4)#8 VERTICAL BARS
P1
TYPICAL COLUMN PIER & FOOTING
DETAIL
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Structural Foundation Schedule
Type Length Width
Foundation
Thickness Type Comments
12" Foundation Slab 1’ − 0"
F3.0 3’ − 0" 3’ − 0" 1’ − 0" (4)#5 EW
F5.0 5’ − 0" 5’ − 0" 1’ − 4" (6)#6 EW
F9’−7"x5’−0"9’ − 7" 5’ − 0" 1’ − 4" (6)#6 LW, (10)#6 SW
Retaining Footing − 2’ x 1’ x 1’0’ − 8"
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1/4" BENT PLATE
ELEVATOR
SHAFT
3/4"x6" HEADED STUD @ 18" O/C #
7<3
EDGE OF SLAB @ ELEVATOR SHAFT
3/4"=1’−0"
NOTES:
1. SEE EDGE OF SLAB/OPENING REINFORCING DETAIL FOR
ADDITIONAL INFORMATION.
2’ − 0"
2’−0"
MAX
PROVIDE CONTINUOUS SUPPORT FOR
WWF @ 36" OC. SHOW ON SHOP
DRAWINGS
WWF
SLAB ON DECK −
SEE PLAN
CELL CLOSURE AND
POUR STOP BY DECKING
INSTALLER#4 WITH STANDARD HOOK @ 12" OC −
SEE NOTES 1&2.
#4 CONT −SEE NOTE 1
.
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 −
SEE PLAN
EDGE OF
SLAB OR
OPENING
WWF
#4 WITH STANDARD HOOK @
12" OC −SEE NOTES 1&2
#4 CONT −SEE NOTE 1
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 SHEATHING
FLOOR FRAMING −SEE PLAN
2X4 NAILER AT EACH FACE OF WALL
SOLID BLOCKING BETWEEN STUDS
AT CEILING LEVEL AND ALL
JOINTS IN WALL SHEATHING.
WALL SHEATHING CONTINUES UP TO
UNDERSIDE OF FLOOR SHEATHING
TYPICAL INTERIOR
SHEAR WALL
DETAIL
STEEL FRAMING −SEE PLAN (TYP)
DECK OPENING −COORDINATE SIZE WITH MEP CONTRACTOR
L4x4x5/16
T/S TO MATCH ROOF T/S (TYP)
L4x4x5/16"
LONG (TYP OF
4)
NOTE: SEE EDGE OF
SLAB/OPENING DETAIL FOR
REQUIRED ADDITIONAL SLAB
REINFORCEMENT
7<3
7<3
A
S3.1 A
S3.1
SECTION
NTS
T/S(+5/16")
TYPICAL DECK OPENING FRAME DETAIL
NTS
POST UP. SEE PLANS FOR
SIZE AND LOCATION.
BASEPLATE − SEE COL
SCHEDULE
(4) 3/4" DIA. A325
BOLTS.
STEEL BEAM −SEE PLAN
3/8" FITTED STIFFENER
TYPICAL POST
UP DETAIL
STEEL COL. SEE PLANS
FOR SIZE AND LOCATION.
CAPPLATE −SEE PLAN
(4) 3/4" DIA. A325
BOLTS.
STEEL BEAM −SEE PLAN
3/8" FITTED STIFFENER
TYPICAL CAP PLATE DETAIL @
STEEL GIRDER
STEEL COL. SEE PLANS
FOR SIZE AND LOCATION.
CAPPLATE −SEE PLAN
WOOD BEAM −SEE PLAN
TYPICAL CAP PLATE DETAIL @
WOOD BEAM
(4) 1/4" x 2.5"SDS SCREWS
@ 5", CENTERED ON PLATE.
PRE−DRILL STEEL PLATE.
SHIM AS REQUIRED
D/5 MAX
NO HOLES OR NOTCHES ARE PERMITTED IN SHEAR WALL CHORDS
BORED HOLE AND NOTCH LOCATIONS IN WALLS18" MIN.0.35D MAX
1 1/2" MIN.
’D’’D’
IF EXISTING CONSTRUCTION DOES NOT MEET THE
REQUIREMENTS OF THIS DETAIL, NOTIFY ENGINEER
IMMEDIATELY.
JOIST
MAX HOLE
DIA. D/3 ACTUALDJOIST/RAFTER HOLE LIMITATIONS
USE 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 REA
1.2*D
LARGER DIA.
MIN. 4X(TYP T&B)2 1/2" MIN.EX. 2X FRAMINGDAMAGE/ROT @ EX FRAMING
SISTERED LVL −MATCH DEPTH OF EX. FRAMING
SIMPSON SDS SCREWS −3 1/2" LONG @ 12" O/C T&B
’d’5*d (MIN)
3/4"=1’−0"
TYP WOOD JOIST REPAIR/SISTER DETAIL
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 WALL
3/4"=1’−0"
TYPICAL SILL REPAIR DETAIL MAX 1’−4"2x BLOCKING EACH SIDE
TYPICAL FRAMING AT FLOOR AND ROOF OPENINGS
UP TO 16" WIDE
TYPICAL FRAMING AT FLOOR AND ROOF
OPENINGS UP TO 32" WIDE
DOUBLE 2x HEADER EACH EDGE
DOUBLE 2x HEADER EACH
SIDE
SHEATHING − COORD WITH ARCHITECTURAL DRAWINGS.
2x8@16"o/c, SPAN SHORT DIRECTION
2X8 RIM BOARD
PT PLATE. FASTEN TO TOW W 1/4"x6"
MASONRY SCREW @ 16"o/c
CMU SHAFT
TYPICAL ELEVATOR SHAFT −TOP OF WALL
NTS
3/8" END PLATE
HOIST BEAM − GROUT SOLID AROUND BEAM
AFTER INSTALLATION. SEE NOTE.
3/4" NON−SHRINK GROUT
CMU SHAFT
TYPICAL ELEVATOR HOIST BEAM DETAIL
NTS
HOIST BEAM TO BE PROVIDED BY ELEVATOR MANUFACTURER. CONFIRM WITH
SELECTED ELEVATOR.
SEE ELEVATOR CUT SHEETS FOR HOIST BEAM ORIENTATION AND ELEVATION.
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SEE ARCH DWGS FOR WALL LOCATIONS.
SHEATHING −SEE PLAN
FRAMING −SEE PLAN
SOLID BLOCKING
TOP 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 PLAN
FRAMING 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) 3" SDS SCREWS. CENTER
OVERLAPPING FACES OVER WEB OF
CFMF WALL STUD.
EXISTING SOG
ELEVATIONS (VIF)AT SIM SECTIONS:BUILDING C LEVEL 1 31’−1 7/8"
BUILDING G LEVEL 1 26’−5 3/8"
:
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:
SHEATHING −SEE PLAN
FRAMING −SEE PLAN
STEEL COL −SEE PLAN
EXIST. 6" CONC. SLAB ON GRADE.
FIELD VERIFY DEPTH.
:
JOINT −SEE PLAN
SEE TYPICAL INTERIOR COLUMN
BASEPLATE & FOOTING DETAIL. USE (4) 3/4" POST INSTALLED ADHESIVE ANCHORS. EMBED 4". (TYP)
%8,/',1*$/(9(/
::
EXISTING SHEATHING −SEE PLAN
EXISTING BEAM −SEE PLAN
SHIM AS REQUIRED
10"x3/4"x10" STEEL PLATE. SEE TYP CAP PLATE
DETAIL.
STEEL COL −SEE PLAN
:
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::
EXISTING BOTTOM TRUSS CHORD
THREADED ROD −SEE PLAN
:
#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 WALL
FLOOR SHEATHING −SEE PLAN
SOLID BLOCKING
FLOOR FRAMING −SEE PLAN
WALL FRAMING −SEE PLAN
1" SEISMIC JOINT
TOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE)
TO EACH JOIST AND PICE OF
BLOCKING WITH (2)#10X2"
SELF−DRILLING, TAPPING
SCREWS.
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EXISTING WALL
FLOOR SHEATHING −SEE PLAN
FLOOR FRAMING −SEE PLAN
LEDGER
1/4" MASONRY SCREWS (EMBED 1.5") @ 4" O/C
LUS28. 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/C
%8,/',1*%/(9(/6%
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 DETAIL
NEW 6" SOG −SEE TYPICAL DETAIL
%8,/',1**/HYHO%
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CMU ELEVATOR SHAFT −SEE PLAN
EXIST. FRAMING
2X6 LEDGER. FASTEN WITH 3/8" TITEN
HD (EMBED 1 3/4")@ 32" O/C.
%8,/',1*%/(9(/
SHIM AS REQUIRED.
CMU ELEVATOR SHAFT −SEE PLAN
EXISTING TIMBER
EXISTING DECK −SUPPORT
ON CMU WALL BEYOND
EXIST. 12"X12" BEAM. SIZE
GIVEN FOR ESTIMATING
PURPOSES ONLY. VIF.
PORTION OF EXIST. FRAMING TO
BE REMOVED. SEE ARCH PLANS
WRAP 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.
%8,/',1*%/(9(/%
5"x3/4"x12" CAP PLATE & BASE
PLATE (TYP). SEE TYP DETAILS.
POST UP −SEE TYP DETAIL
EXIST. FRAMING
EXIST. FRAMING TO BE DEMOLISHED −
COORD W/ ARCH PLANS
5"EXIST. 12"x12" BEAM. SIZE GIVEN
FOR ESTIMATING PURPOSES. VIF.
%8,/',1*$/(9(/1(:
SHEATHING − SEE PLAN
RIP FRAMING TO CLEAR CONC. PLATFORM
SHIM AS REQ’D
EX. CONC. PLATFORM
SHEATHING − SEE PLAN
RIP FRAMING TO CLEAR CONC. PLATFORM
SHIM AS REQ’D
EX. CONC. PLATFORM
%8,/',1*%/(9(/%
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SEE ELEVATOR PIT DETAIL AND PLAN
MATCH FACE OF EX. FTG
4" VIF
SEE 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 − VIF
%8,/',1*%/(9(/
SHEATHING
−SEE PLAN
2X10 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.
FRAMING − SEE PLAN
HHUS210−2@(2)2X10. PROVIDE
(30)16d @ HEADER & (10)16d @
JOIST. LUS26 @ FRAMING BEYOND.
PROVIDE (4)10d NAILS @ LEDGER &
(4)10d NAILS @ JOIST.
EXISTING WALL − SEE ARCH PLANS
CFMF WALL − SEE PLAN
HU210−TF@(2)2x10
HU26−TF@FRAMING BEYOND
6
%8,/',1*%/(9(/
FLOOR SHEATHING − SEE PLAN
FLOOR FRAMING − SEE PLAN. FASTEN END MEMBER TO EACH WALL STUD WITH (2) #10 x 2"
SELF−DRILLING, TAPPING SCREWS.
CURTAIN WALL − SEE PLAN
ROOF 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 PLAN
BLOCKING
ROOF 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 PLAN
WALL FRAMING −SEE PLAN
ROOF SHEATHING − SEE PLAN
ROOF 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 BLOCKING
CONT. 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 PLAN
ROOF 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 WALL
EX. MASONRY WALL
ROOF SHEATHING − SEE PLAN
ROOF FRAMING − SEE PLAN. FASTEN
END MEMBER TO WALL STUD WITH
(2) #10x2" SELF−DRILLING, TAPPING SCREWS.
SEISMIC JT − SEE PLAN
WALL −SEE PLANS
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SHEATHING −SEE PLAN
FRAMING −SEE PLAN
1/4" MASONRY SCREWS (EMBED 1.5") @ 32" O/C
LEDGER
1/4" MASONRY SCREWS (EMBED 1.5") @ 8" O/C
HU28
DECKING − SEE PLAN
POST UP − SEE PLAN AND TYP DETAIL
HU26−TF
WOOD FRAMING − SEE PLAN
CAP PLATE − SEE TYP DETAIL
STEEL BEAM − SEE PLAN
LEDGER. FASTEN DIRECTLY TO
WOOOD STUDS @ 16"o/c W/
(2) 1/4" x3"SDS SCREWS
HU26−TF HANGER
EX. FRAMING
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STEEL COL − SEE PLAN (TYP)
SEE TYP CAP PLATE DETAIL (TYP)
STEEL FRAMING − SEE PLAN (TYP)
SHEATHING − SEE PLAN (TYP)
STEEL POST UP −SEE
PLAN AND TYP
DETAIL (TYP)
STEEL CAP PL − SEE TYP
DETAIL
STEEL CAP PL − SEE TYP
DETAIL
EX. WOOD GIRDER (TYP)
NOTE:
1. STEEL BASEPLATES AT POSTS ARE 12"X5"X3/4"
UON. BASEPLATES TO BE CENTERED ON POST. BOLTS
TO BE POSITIONED 1.5" FROM EACH EDGE.
SEE NOTE 1 SEE NOTE 1
SEE NOTE 1
EXIST. STEEL BEAM. FOR
ESTIMATING PURPOSES ONLY,
ASSUME BEAM SIZE IS 11 1/2"x
7 1/2". VIF.
(TYP)
LVL. EXTEND 12" BEYOND OPENING AND FASTEN TO EX. BEAM
WITH (3) 3 1/2"SDS SCREWS. FASTEN TO EX. WALL W/ HU11. USE
(6) 0.148"X1 1/2" INTO JOIST AND (22) 1/4"X2 3/4" TITEN
2 INTO EX. MASONRY WALL.
SHEATHING − SEE PLAN (TYP)
WOOD FRAMING − SEE PLAN (TYP)
STEEL FRAMING − SEE PLAN (TYP)
STEEL COL − SEE PLAN (TYP)
%8,/',1*(/(9(/
:
SEE TYP CAP PLATE DETAIL (TYP)
STEEL FRAMING − SEE PLAN (TYP)
SHEATHING − SEE PLAN (TYP)
STEEL POST UP − SEE PLAN
AND TYP DETAIL (TYP)
STEEL CAP PL − SEE TYP
DETAIL
STEEL COL − SEE PLAN (TYP)STEEL CAP PL − SEE TYP DETAIL
SEE 3/S3.2 FOR INFO NOT SHOWN.
EXIST. STEEL BEAM. FOR ESTIMATING PURPOSES ONLY, ASSUME BEAM SIZE
IS 11 1/2"x 7 1/2". VIF.
(TYP)
LVL(TYP)
%8,/',1*)/(9(/
ELEVATOR CMU SHAFT WALL −SEE PLAN
CONCRETE SLAB ON DECK −SEE PLAN
CONT. L4X4X3/8
1/2" HILTI HIT−HY 70 ANCHOR @
16" O/C. EMBED 4 1/2" MIN.
%8,/',1*)/(9(/
STEEL COL −SEE PLAN (TYP)
EXIST. 4" CONC. SOG.
FIELD VERIFY DEPTH.
2" NON−SHRINK GROUT
NEW 5" SOG −SEE TYPICAL DETAIL
3/4" BASEPLATE. SEE DETAILS BELOW
@ TYP EXTERIOR OR CORNER BASEPLATE
5 1/4"7"3 1/2"
TYP BASEPLATE 1’ − 2"11"
5 1/4"
CORNER BASEPLATE 1’ − 1"1’ − 1"5 1/4"(TYP)1 1/2"P−1. SEE DETAIL.
1 1/2" (TYP UON)4" (TYP)3 1/2" (TYP)ANCHOR RODS
SEE TYPICAL COLUMN PIER &
FOOTING DETAIL (SIM) FOR
ADDITIONAL INFO.
%8,/',1*)/(9(/
STEEL COL −SEE PLAN (TYP)
EXIST. 4" CONC. SOG.
FIELD VERIFY DEPTH.
SEE TYP INTERIOR COLUMN AND BASEPLATE DETAIL
NEW 5" SOG −SEE TYPICAL DETAIL
BASEPLATE −1’−2"x3/4"x1’−2"
STEEL WIND GIRT −SEE PLAN
(4) HILTI HIT HY 70 −8" SPACING
11"x1/2"x11" STEEL PLATE
DRYPACK GAP BETWEEN PLATE AND WALL
1 1/2"#
#
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CONCRETE SLAB ON DECK −SEE PLAN
STEEL FRAMING −SEE PLAN
STEEL BEARING PLATE
NON−SHRINK GROUT
FRAMING − SEE PLAN
SHEATHING − SEE PLAN
HU26−TF INSTALLED OVER GYP BOARD. #10−16x
BEARING WALL − SEE PLAN
GYP BOARD TO CONTINUE TO UNDERSIDE OF SHEATHING
%8,/',1*%/(9(/
WALL −SEE ARCH DWGS
SLAB ON GRADE − SEE PLAN
#4 @ 4’−0" o/c
ALT HOOK
(2) #4 CONT
(2) #4 CONT (1T&B)
6"6"
1’2"@NORTH WALL12"@SOUTH WALL
1/2" PREMOLDED JOINT FILLER (TYP)
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EXIST. FRAMING
EXIST. FRAMING TO BE DEMOLISHED −
COORD W/ ARCH PLANS
CFMF WALL −SEE ARCH DWGS
600S162−54 @ 16" o/c (MIN)
PROVIDE CONT. SHEATHING
1.25"X22GAGE STRAP AT 4’−0"
WITH 6 −8D NAILS EACH END%8,/',1*%/(9(/
EX. GRANITE WALL
CFMF WALL − SEE ARCH DWGS
JOIST (MATCH WALL STUD SIZE) @
16" oc. SCREW TO WALL STUDS WITH
(2)#10x3/4" SELF−DRILLING
SCREW.
SHEATHING − SEE PLAN FOR
SIZE/ATTACHMENT
18 GA TRACK − MATCH JOIST DEPTH.
FASTEN TO GRANITE WITH (2)
3/8" WEDGEALL ANCHORS, EMBED
3", @ 48" O/C.
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EX. GRANITE WALL
CFMF WALL − SEE ARCH DWGS
18 GA (MIN) TRACK. FASTEN TO
GRANITE WITH (2) 3/8"
WEDGEALL ANCHORS, EMBED 3", @
48" O/C.
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CRUSHED STONE
CONCRETE SLAB ON GRADE −SEE PLAN
CONC SLAB ON DECK − SEE PLAN
CONT BENT PLATE − FASTEN TO DECK
WITH POST−INSTALLED ANCHORS AND
TO CFMF WITH SCREWS
STEEL FRAMING − SEE PLAN
CFMF WALL − SEE ARCH DWGS
%8,/',1**/HYHO%
FLOOR SHEATHING − SEE PLAN
FLOOR JOISTS − SEE PLAN
2x6 LEDGER. FASTEN TO EX.
WALL WITH (2) 1/4"X3"
KWIK−CON II+SCREWS (1 TOP &
1 BOT) @ 8" O/C.
BLOCKING
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 PLAN
EXISTING MASONRY OR CONCRETE WALL
%8,/',1**/(9(/
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2x6 LEDGER. FASTEN TO EACH
STUD WITH 0.131"x3" NAIL.
BLOCKING
DOUBLE TOP PLATE
RIM JOIST
FLOOR JOISTS − SEE PLAN
FLOOR JOISTS −SEE
PLAN
WALL −ARCH SEE
PLANS
FLOOR SHEATHING −
SEE PLAN
FLOOR SHEATHING − SEE PLAN
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%/'*.<($5)/22'
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%/'*+<($5)/22'
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HAUNCH @ EDGE OF SLAB ON GRADE
SEE BUILDING J FOR
ADDITIONAL SOG INFO.
8"
SHEATHING − SEE PLAN
FRAMING − SEE PLAN
RIM JOIST
BEARING WALL − SEE PLAN
DOUBLE TOP PLATE
%8,/',1*%/(9(/
HEADER − SEE PLAN
SHEATHING − SEE PLAN
2X6 LEDGER. FASTEN TO EA CFMF
STUD WITH (2) #10x1 3/4" SCREWS
2x6 LEDGER − FASTEN TO MASONRY W/ (2) 1/4"x3" TITENS @ 16" o/c. PLACE (1) ON EA SIDE OF JOIST.
LU28 −FASTEN TO JOIST W/ (6)0.148"x1
1/2" NAILS AND TO LEDGER W
(8)0.162"x1.5" NAILS.
JOIST − SEE PLAN
SHEATHING − SEE PLAN
%/'*0<($5)/22'
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SHEATHING − SEE PLAN
SLEEPERS −SEE PLAN. TOENAIL TO
LEDGER w/ (3) 0.131"x3" NAILS
EXISTING SLAB
LEDGER, RIPPED AS REQUIRED.
FASTEN TO MASONRY W/ (2)
1/4"x3" TITENS @ 16" o/c.
PLACE (1) ON EA SIDE OF JOIST.
SHEATHING − SEE PLAN
SLEEPERS − FASTEN TO SLAB WITH
(3) 1/4"x3" MASONRY SCREWS
(ONE EACH END AND ONE CENTER)
EXISTING SLAB
%8,/',1*$/(9(/1(:
SHEATHING −SEE PLAN
FRAMING −SEE PLAN
SOLID BLOCKING. FASTEN TO EX.
WALL WITH (2) 1/4"X3" KWIK−
CON II+SCREWS (1@ EA END).
BEARING WALL −SEE PLAN
SEE 1/S3.1 FOR ADDITIONAL INFO.
%8,/',1*$/(9(/$77,&
EXISTING BOTTOM TRUSS CHORD
THREADED 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.
%8,/',1*%/(9(/6%
HAUNCH @ EDGE OF SLAB ON GRADE
EX. SLAB ON GRADE
8"
SEE TYP SLAB−ON−GRADE
DETAIL FOR ADDITIONAL
INFO.
EXISTING WALL
STEEL BRACKET − BY HELICAL
PILE SUPPLIER
HYDRAULICALLY 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.
BACKFILL WITH
BOULDERS/RIP−RAP. SEE CIVIL DRAWINGS FOR ADDITIONAL
INFO.
(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.
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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
UNIT C-1
(2 BEDROOM)
UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCE
ROOM
BOILER
ROOM
SPRINKLER
ROOM
BUILDING B
BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
HP
HP2
C-175
C-175
B-150
B-150
B-150
B-150
B-150
D-250
D-250
T HP-2
R7-800
T
HP2
R7-800
EF-1
EWH-2
EWH-2
4" EA UP(TYPICAL)
EF-1
EF-1
EUH-1
EF-1
4" EA TO WEATHERPROOF
WALL CAP (TYPICAL FOR 4)
DOMESTIC HOT WATER BOILER
DHW BOILER 4" FLUE VENT AND CA INTAKETO TERMINATE IN CONCENTRIC VENT KIT
AXG
AXGAXG
AXG
B-1
COMBINATION FLUE EXHAUST/
COMBUSTION AIR INTAKE TO
CONCENTRIC WALL TERMINALKIT. SIZE, ROUTING, LOCATION ANDINSTALLATION AS PER MANUFACTURE'SRECOMMENDATIONS (TYPICAL)
12X6" AIR TRANFERGRILLE ASSEMBLY(AXG). PROVIDE 12"X3"TRANSFER DUCT INWALL WITH HIGHINLET GRILLE ANDLOW OUTLET GRILLE
(TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
L2.L
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
HP-2
HP-7
HP-7
C-175
C-175
B-150
B-150
T HP-2
B-150
K-500
T
G-150G-150
HP-7
VD
6x4 OA DUCT UPPROVIDE FD AT DECK
4x4 EA DUCT UP
PROVIDE FDAT DECK
E1-20
VD
6x4OA TO HP-4
J-375
B-125 G-100
G-150
T
HP7
4x4 EA DUCT UP
8x6 SADUCT UPPROVIDE FD
AT DECK
G-160
E1-20
E1-20
E1-20
RA-800
8"DIA. DRYER EXHAUST UP TOBOOSTER FAN IN ATTIC.
4"DIA. DRYER VENT TO EXHAUST MANIFOLD(TYPICAL FOR 4)
RA-800
6x4 OA DUCT UP
HP-2
B-150
B-150
D-250
R7-800
T
HP-2
R7-800
EF-1
6" EA UP, 4" EA DN
(TYPICAL FOR 4)
EF-1
EF-1
EWH-3
EF-1
ERV-1
EA
0A
6x6 EA DUCT UP
6X6 OA DUCT DN
8" DIAWEATHERPROOF
WALL CAP
(TYPICAL FOR 2)HP-5
6X6 OA DUCT UP
6X6 EA DUCT UP
10X8 RA DUCT UP
10X8 SA DUCT UP
AXG
AXG
AXG
AXG
AXGAXG
AXG
AXG
AXG
VD
VD
VD
4" EA TO WEATHERPROOFWALL CAP (TYPICAL FOR 4)
12X6" AIR TRANSFER GRILLE ASSAMBLY
(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
FD
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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)
HP-6
HP-6
HP-6
HP6
HP-1 HP-1
HP-1
C-175
B-150
R6-600
T
HP-1
T
C-200
B-150
B-150
A-100
HP-1
R6-600
T
HP-1
C-175
R6-600
B-125
B-150
A-125
G-125 F-275
I-250
G-150
12x12 SAPLENUM
G-125
B-275
T
HP-6
10x10 SAPLENUM
T
HP6
T HP-6
G-125
T
HP-6
J-350
HP-6
10x10 SAPLENUM
12x12 SAPLENUM
I-275G-125
H-200
T
HP-6
12x12 SA
PLENUM
E1-20
E1-20
E1-20
E1-20 VD
VD
6X6 EA DUCT UP,6X4 EA DN
OA TO HP6 (TYP OF 2)
OA TO HP4
E1-20
E1-20
E1-20
E1-20
E1-20
VD
VD
VD
VD
VD
VD
A-75
A-75
B-150
R2-290
8X8 RA UP
E1-20
6X6 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
6x4 EA DN AND 6X4 EA UP,PROVIDE FD AT DECKS ABOVE & BELOW
E1-20E1-20
E1-20
10x10 SA DUCT UP,8x6 SA DUCT DN
RA-175
C-200
6X6 EA DUCT UP,4X4 EA DN
OA CONNECTIONTO HP6(TYP. FOR 2)
RA-600
RA-600
RA-400
RA-400
RA-400
B-150
E1-20
E1-20
FD
FD
FD
EWH-1
C-175
B-125
B-125
10X8 SA DUCT DN & 8X8 SA DUCT UP,
PROVIDE FD AT DECKS ABOVE & BELOW
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRAMSFER GRILLE
ASSEMBLY (AXG). PROVIDE 12"X3"TRANFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICALFOR ALL)
8X8 OA DUCT UP,
4X4 OA DN
EI-20
4x4 OA DUCT UP, PROVIDE FDAT DECK ABOVE
12"X6" AIR TRANSFER GRILLE
ASSEMBLY (AXG). PROVIDE 12"X3"TRANSFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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
A-75
A-75
B-150
HP-6
G-125
G-125
HP-6
12x12 SA
PLENUM
I-275G-125
B-200
T HP-6
E1-20
E1-20
8x6 OA DUCT UP,6X6 OA DUCT DN
HP-6
G-125 I-275
HP-6
10x10 SAPLENUM
E1-20
E1-20 VD
VD
E1-20
E1-20
E1-20
VD
VD
VD
HP-6
HP-6 I-300
G-150
12x12 SAPLENUM
G-12510x10 SA
PLENUM
T
HP-6
E1-20
E1-20
E1-20
VD
VD
VD
R1-290
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
OA CONNECTION TO HP4(TYP OF 2)
8x6 OA DUCT UP6x6 OA DUCT DN
RA-600
12x12 SA PLENUM
J-350
RA-600
RA-400
RA-400
B-275
RA-600
B-150
FD FD
FD
FD
FD
T
HP-6
T
HP-6
AXG
AXGAXG
AXG
AXG
AXG
EWH-4
12"X 6" AIR TRNSFER GRILLEASSEMBLY (AXG). PROVIDE12"X3" TRANFER DUCT INWALL WITH HIGH INLET
GRILLE AND LOW OUTLET
GRILLE (TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
L2.L
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)
HP-1
HP-1
HP-1
D-250
D-250 B-150
R6-600
THP-
T
C-200
B-150
B-150
A-100
HP-1
R-600
T
HP-1
C-175 B-125
B-125
C-175
R6-600
A-75
A-75
T
T
T
T
HP-6
HP-4
G-150
I-300
12x12 SAPLENUM
G-12510x10 SAPLENUM
T
HP-6
E1-20
E1-20
E1-20
VD
VD
VD
R2-290
10x10 RA DUCT DN
12x12 RA DUCT UP
A-75
B-150
HP-6
G-125 I-275
T HP-6
10x10 SAPLENUM
E1-20
VD
E1-20
E1-20
E1-20
VD
VD
VD
A-75 HP6 G-125
G-125
HP-6
12x12 SAPLENUM
I-275G-125
H-200
T
E1-20
E1-20
OA TO HP6(TYP OF ALL)
HP-6
E1-20 VD
VD
8x8 EA DUCT UP8x6 EA DUCT DN
8x10 EA DUCT UP
8x8 EA DUCT DN
E1-20
E1-20E1-20
E1-20
E1-20
E1-20
14x12 SA DUCTUP 12x12 SADUCT DNPROVIDE FIREDAMPER ATDECK
RA-175
B-200
4x4 OA DUCT UP 4x6 OA DUCT DN
6x4 EA DUCT DN
4x6 EADUCT DN
8x8 OA DUCT UP8x6 OA DUCT DN
OA CONNECTION TO HP6(TYP. OF 2)
RA-600
HP-6
RA-600B-350
RA-400
-275
RA-400
RA-600
B-150
36" LONG ELECTRIC BASEBOARD HEATER
FD
FD
FD
FD
FD
R6-600
T HP-6
8X SA DUCT DN
AXG
AXGAXG
AXG
AXG
AXG
AXG
AXG
AXGAXG
OA TO HP6(TYP OF ALL)
8X8 OA DUCT UP,8X6 OA DN
8X10 EA DUCTUP, 8X6 EA DN
EWH-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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
A-75
T
T
HP-6
HP-6
I-300
G-150
12x12 SAPLENUM
G-12510x10 SAPLENUM
T
HP-6
E1-20
E1-20
E1-20
VD
VD
VD
R10-290
14x14 RA DUCT UP12x12 RA DUCT DN
8X8 OA DUCT DN
8X10 OA DUCT UP
A-75
B-150
HP-6
G-125 B-275
HP-6
10x10 SAPLENUM
E1-20
VD
VD
E1-20
E1-20
E1-20
VD
VD
VD
A-75
HP-6
G-125
G-125
HP-6
12x12 SA
PLENUM
I-275G-125
H-200
T
E1-20
E1-20
OA TO HP4 (TYP OF 5)8x6 OA DUCT DN8X8 OA DUCT UP
HP-6
E1-20 VD
VD
T
10x10 EA DUCT UP8x8 EA DUCT DN
HP-6
14x14 SA UP14x12 SA DNPROVIDE FIREDDAMPER AT DECK
8x8 OA DUCT UP8x10 OA DUCT DN
FD
FD
RA-600
RA-400
RA-600
FD
FD
RA-400
T
HP-6
RA-600
B-150
I-275
RA-400
AXG
AXG AXG
AXG
AXG
AXG
OA TO HP6 (TYP OF 5)8x6 OA DUCT DN8X8 OA DUCT UP
J-350
10x10 EA DUCT UP
8x10 EA DUCT DN
EWH-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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
EA0A
ERV-2
14x14 RA DUCT DN
HP-414x14 SA DN
10x10 EA DUCT DN
8x8 OADUCT DN
8"DIA. DRYER EXHAUST TO
WEATHERPROOF WALL CAP
8" DIA. DRYER EXHAUST DOWNTO BASEMENT
DRYER BOOSTER FAN
8x10 EA DUCT DN
8x8 OA DUCT DN
SA RA
EA0A
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.5
MECHANICAL
DUCTWORK PLAN
BLDGS 'A','B','C'' -
ATTIC
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UP
DNDN
DN
DNDN
DN
1
A
B
2
OA
O1 O2 O3 O4 O5
BUILDING D
LEVEL 1
UNIT D-1(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE
WAITING
AREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESSROOM
BUILDING E
LEVEL 1
H-P2 HP1
C-175
D-250 D-250
T
HP-1
R7-800
R3-175
B-150
A-100
C-200
R7-750
C-175
R5-425
C-175
T
B-125
B-125
B-125
B-125
B-125 B-125 A-50
R6-625
B-150 A-100
B-150
A-100A-100
A-100A-50
A-50
RI-50
EF-1
EF-1
HP-2
36" LONG ELECTRICBASEBOARD RADIATOR
HP-1
EF-1
T
HP-2EF-1
EF-1
A-50
HP-2T HP-2
R2-125
HP-2
EA DUCT DISCHARGE THRU WEATHERPROOFWALL VENT CAP (TYP)
EWH-1
EWH-1EWH-1
4" EA TO WEATHERPROOF
WALL CAP
4" EA TO WEATHERPROOFWALL CAP
4" EA TO WEATHERPROOFWALL CAP (TYPICAL FOR 2)
EWH-1
EF-1
1
A
B
2
OAL2.A
L2.B
L2.C
L2.D
O1 O2 O3 O4 O5
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)
HP1
HP2
B-150
B-150
B-150
B-150
T R6-600
C-200
C-125
B-125
B-150 A-100
T
R7-800
HP1
R3-175
C-175
D-250 D-250
T
HP-2
R7-800
R5-425
C-175
HP-2EF-1
EF-1
C-200
B-125
T HP-1
C-150
A-100
EF-1
EF-1
EF-1
EF-1
HP-1
HP-2
4" EA TO WEATHERPROOFWALL CAP
4" EA TO WEATHERPROOFWALL CAP
EF-1
EF-1
EF-1
4" EA TO WEATHERPROOFWALL CAP
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
HP2
HP2
No.Description Date
COMMUNITY ROOM
(OPEN ABOVE)
KITCHENETTE
JANTOILET
FITNESS ROOM(OPEN ABOVE)
TOILET
R9-2000
24X14 RA DN TO FLOOR, MOUNTBOTTOM OF GRILLE MAX. 12" AFF.ENCLOSURE BY ARCHITECT
HP-8
T
EF-1EF-1
UC3/4"UC3/4"LEVEL ONE
6" EA TO
WEATHERPROOFWALL CAP
BOILER ROOM
FITNESS ROOMBELOW
COMMUNITY
BELOW
TOILETSBELOW
S-1
COOLING TOWER
SUMP
HP8 C-200C-200
C-200C-200
C-200C-200
A-150
B-150
A-100
B-150
B-150
B-150
24X14 RA DN8" COMBUSTION AIR INTAKE AND6" AL29-4C(SS) OR PPE FLUEEXHAUST UP THROUGH ROOF(TYPICAL FOR 2)
LEVEL TWO
CT1
ROOF Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
No.Description Date
BUILDING H
BUILDING G
R-600
RA-800
R-600
-150
R7-800
3/4"
UC
HP-1 HP-2
HP-2
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)
A-175 CFM
B
175 CFM
A-125 CFM
B
175 CFM
A-150 CFM
R7
800 CFM
R
600 CFM
A-150 CFM
A-225 CFM
A-225 CFM
A-150 CFM
A-225 CFM
A-225 CFM
HP1
HP1
HP-5
HP-5
HP1
HP1
A-225 CFM
A-225 CFM
A-150 CFM
A-225 CFM
A-500 CFM
A-100 CFM
A-150 CFM
A-100 CFM
A-225 CFM
A-225 CFM
A-100 CFM
A-100 CFM
A-400 CFM
EF-1
EF-1
A-100 CFM
A-600 CFM
A-225 CFM
EF-1 EF-1
A-225 CFM
EF-1
4" EA UP TO WEATHERPROOF ROOF CAP(TYPICAL FOR ALL BATH & KITCHEN FANSU.O.N. (TYPICAL)
EF-1
EF-1
A-150 CFM
EF-1
EF-1
EF-1
A-600 CFM
A-500 CFM
A-225 CFM
EF-1
A-225 CFMA-600 CFM
A-100 CFM
A-100 CFM
EF-1
EF-1
EF-1
EF-1
R6-600
EF-1
EF-1
A-100 CFM
A-100 CFM
A-100 CFM
AXG
AXG
AXG
AXG AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL)
12"x6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
UNIT H-2(2 BEDROOM)
METERROOM
UNIT H-1
(1 BEDROOM)
METERROOM
LAUNDRY
ROOM
BOILER
ROOM
JANITOR
LOBBY
BUILDING H BUILDING J
BUILDING KHP1
HP2
R-800
T
B-175
CFM
-100
-200 -200
-125
R6-600
B-125
D-225
D-250
T
HP-1
HP-2
UC3/4"
A-100 CFM
UNIT K-2
(2 BEDROOM)
UNIT K-4
(1 BEDROOM)
UNIT K-1
(1 BEDROOM)
UNIT K-3
(1 BEDROOM)
HP1
HP1
HP1
-175
-200
-225
R6-600
T HP-1
-225
B-150
D-225R6-600 T
HP-1
C-175
R-600
-200
-225
THP-1
-150
D-250
D-250
B-150
R7-800
HP2
EF-1
EF-1
4" DRYER EXHAUST UPTO WEATHERPROOF ROOFCAP (TYPICAL FOR 3)
THP-3
T
HP-2
EF-1
EF-1
EF-1EF-1
EF-1
EF-1
EF-1
EF-1
EF-1
EF-1
T
HP-3
R9-1750
CFM
R8-1050CFM
B-150 CFM
B-150 CFM
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND
LOW OUTLET GRILLE (TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
BUILDING J
UNIT J-8
(2 BEDROOM)
UNIT J-7(1 BEDROOM)
UNIT J-6
(1 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
HP1HP-2 HP3
R7-800
C-175 D-250 D-250
HP-2
B-125 C-175 D-225
CFM
D-225
CFM
R6-600 HP-1
R7-800
R7-800
HP-2
HP-2 HP-1
HP-2
C-175
C-175
C-175
B-125
T
T
C-175
D-250D-250
T
HP-2
B-125
B-125
D-250
T
HP-2
C-175C-175
D-250
R7-800
T
HP-2
R6-600
B-125 B-150
D-225 D-225
T
HP-1
C-175 C-175
R8-1000 T HP-3
C-175 C-175
C-175
C-175
C-175
B-125
R8-1000
T
HP-3
EF-1 EF-1
D-250
D-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
D-250
EF-1
C-100
A-100
A-100
BUILDING H
4" EA UP TO WEATHE
R
P
R
O
O
F
ROOF CAP ( TYPICAL
F
O
R
A
L
L
BATH & KITCHEN U.O.
N
.
)
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
AXG
AXG
AXG
AXG AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY
(AXG). PROVIDE 12"X3" TRANSFER DUCT
IN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
AXG12x3
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
MAINTAINANCE
OFFICE/ STORAGE
BUILDING L
FC-1
A-100
C-250A-100
A-50
FC-1
EF-1
T
R5-350
4" EA UP TO WEATHERPROOFROOF CAP
3
HP-1
HP-2
HP-2
HP2 HP-2
E-275E-275B-125
B-125
R7-800
THP-2
HP-1
C-200
A-100
A-100 R6-600
T
HP-1
A-100
A-100
R6-600
HP-1
HP-1
HP-1
C-200C-200
A-100
A-100
R6-600
THP-1
C-200 C-200 A-100
R6-600
HP-1
HP-1 A-100
T
HP-2
B-150
D-250 D-250
B-150
HP-2T
B-125
D-225D-250
R6-600
B-125 D-250
D-250
C-175
D-250
D-250
C-175
THP-1 T HP-2
THP2
R7-800
R7-800
B-125 B-125
D-250
E-275 B-150
R7-800
T HP-2
HP-1
B-125B-150
B-175
B-150
R6-600
HP -1 T
T
C-200
C-200 C-200
5" DIA OA UP TO
WEATHERPROOF
INTAKE CAP ON ROOF
R7-800
UNIT 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-1EF-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
B-150
A-100
A-100
A-100
A-100 A-100
A-100
TO ROOF
A-100
HP-3
T
4" OA UP TOWEATHERPROOFINTAKE CAP ON ROOF
4" OA UP TOWEATHERPROOFINTAKE CAP ONROOF
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND
LOW OUTLET GRILLE (TYPICAL FOR ALL)
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND
LOW OUTLET GRILLE (TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
UP
UP
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
UNIT C-1
(2 BEDROOM)
UNIT C-2(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCE
ROOM
BOILERROOMSPRINKLERROOM
BUILDING B BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
1 1/4" SWS&R UP
2 1/2" SWS&R
1 1/4" SWS&R UP
3" SWS&R
1 1/2"SWS&R
1 1/4" SWS&R
1"SWS&R UP
HP2
HP2
1 1/2"ø SWS1 1/2"ø SWR3"ø SWR
3"ø SWS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.SB
MECHANICAL
PIPING PLAN
BLDGS 'B', 'C' -
LEVEL SB
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
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 O5W1W2W3W4W5W6W7W8W9
L2.L
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
HP-2
HP-7
HP-7
2 1/2" SWS&R
1 1/4"SWS&R UP
2 1/2"SWS&R DN
1 1/4"SWS&R UP&DN
1"SWS&R UP&DN
1 1/4"SWS&R UP
1/2" SWS&R
HP-2
HP-5
ERV-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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
HP-6
HP-6
HP-6
1" SWS&R UP1 1/4" SWS&R DN
HP-1
HP-1
HP-1 HP-6
1" SWS&R 1 1/4" SWS&R 1 1/2" SWS&R
2" SWS&R
2" SWS&R
1" SWS&R UP1 1/4" SWS&R DN
1" SWS&R UP1 1/4" SWS&R DN(TYP OF 3)
1" SWS&R UP1 1/4" SWS&R DN
1" SWS&R UP,
2" SWS&R DN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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
HP-6
HP-6
HP-6
2"SWS&R
HP-6
1" SWS&R UP& DN
(TYPICAL OF 4)
1" SWS&R UP& DN(TYPICAL OF 4)
1/2"ø SWR
1/2"ø SWS
1/2"ø SWR
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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)
HP-6
HP-6
HP-6
HP-4
3/4" SWS&R UP,1" SWS&R DN(TYP OF 5)
3/4"SWS&R(TYP OF 3)
HP-1
HP-1
HP-1
1/2"ø SWR1/2"ø SWR
1/2"ø SWR1/2"ø SWS
1/2"ø SWR
1/2"ø SWS
HP-6
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.3
MECHANICAL
PIPING PLAN
BLDGS '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
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
HP-6
HP-6
HP-6
HP-6
HP-6
3/4"SWS&R
DN
3/4"SWS&R DN
1/2"SWS&R DN
3/4"SWS&R DN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.4
MECHANICAL
PIPING PLAN
BLDGS '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
UP
DNDN
DN
DNDN
DN
1
A
B
2
OAL2.A
L2.B
L2.C
L2.D
O1 O2 O3 O4 O5
BUILDING D
UNIT D-1
(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE WAITINGAREA
HC LAV.
JAN.
MECH'L
CONF
ROOM
FITNESS
ROOM
BUILDING E
HP2
HP1
HP1
1"SWS&R UP
1
A
B
2
OAL2.A
L2.B
L2.C
L2.D
O1 O2 O3 O4 O5
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
HP1
HP1
1"SWS&R DN
1 1/4"SWS&R
1 1/2"SWS&R
2"SWS&R HP1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
COMMUNITY ROOM(OPEN ABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM(OPEN ABOVE)
TOILET
3" SWS&R RUNBELOW GRADE
5" SWS&R RUN
3" SWS&R LEVEL ONE
EF-1 EF-1
BOILER ROOM
FITNESS ROOMBELOW COMMUNITYBELOW
TOILETS
BELOW
S-1 P5
P6
ET-1 P1 P2
6"UP TO CTI
P3 P4HX1
B1B1
AS1
5"SWS&R DN
6"UP TO CTI
6" INTO S1
COOLING TOWER SUMP
5"SWS
5"SWS
LEVEL TWO
6"DN TO SUMP
CT1
ROOF
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
F-MP1.1
MECHANICAL
PIPING PLAN 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
No.Description Date
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 )
BUILDING H
BUILDING G
HP1 HP1
HP1
HP1
HP2
HP1 HP1
HP1
HP2
UNIT G-1(2 BEDROOM )
UNIT G-2
(2 BEDROOM )
UNIT G-3
(1 BEDROOM )
3" SWS&R1/2"ø SWR
1/2"ø SWS1/2"ø SWR1/2"ø SWS1"ø SWR1"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWS1/2"ø SWR1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS3"ø SWS
3"ø SWR3"ø SWR
3"ø SWS 3"ø SWS3"ø SWR1"ø SWS
1"ø SWR
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
UNIT H-1
(1 BEDROOM)
UNIT H-2
(2 BEDROOM)
METER
ROOMLAUNDRY
ROOM
BOILER AND
SPRINKLERROOM
JANITOR
BUILDING H
BUILDING J
BUILDING K
HP1
HP1
HP2
3" SWS&R
2" SWS&R
2" SWS&R
2 1/2" SWS&R
BUILDING J
BUILDINGS L & M
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
UNIT H-2
(2 BEDROOM)
METERROOM
BUILDING J
BUILDING J
UNIT J-8(2 BEDROOM)
UNIT J-7
(1 BEDROOM)
UNIT J-6
(1 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)
HP-3
HP-1
HP-2
HP-3
1 1/2" SWS&R
1 1/4" SWS&R
1" SWS&R
3/4" SWS&R
EF-1
HP-2
HP-1
HP-2
HP-2
2"ø SWR2"ø SWS
2"ø SWS
2"ø SWR
HP1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
MAINTENANCE
OFFICE/
STORAGE
CU-1
BUILDING L
3
HP1
HP1
HP1 HP1 HP1
HP1
HP1
HP1 HP1
HP1
HP1
2"SWS&R
1"SWS&R
1 1/4"SWS&R
1 1/2"SWS&R
1 1/4"SWS&R
1"SWS&R
3/4"SWS&R
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
HP-2
No.Description Date
MAX
BURNER DATA
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 CONTACT
WATER TREATMENT/GLYCOL FEED
APPLICATION
JOHN WOOD JWGP-53-055
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
PROVIDE WITH STARTER, DISCONNECT SWITCH,
VIBRATION ISOLATION MOUNTING
SCHEDULE OF PUMPS
HOT WATER BOILERS-BURNERS SCHEDULE
SCHEDULE OF EXPANSION TANKS
PUMP TYPES: DS=DOUBLE SUCTION, HS=HORIZONTALMSPLIT, ES=BASE MOUNTED CENTRIFUGAL BASE SUCTION, IL=IN LINE
MANUFACTURER/MODEL NUMBER RPM
NUMBER LOCATION PUMPTYPE
P1 MECHANICALROOM B&G E-1510 2.5AC
FLUID
WATER
GPM
350
HEAD(FT)
15 3550
HP VOLT
208
PH
3
REMARKS
SOURCE WATER PUMP, LEAD LAG
MOTOR DATA
P2 MECHANICAL
ROOM WATER 350B&G E1510 2.5AC
ES
ES 3208153550
P3 MECHANICALROOM WATER 160B&G e-80 3X3X7C IL 320811150
P4 MECHANICALROOM WATER 160B&G e-80 3X3X7C IL 320811150
P5 MECHANICALROOM WATER 420B&G e-80 5X5X7B IL 32087.5 1770
P6 MECHANICAL
ROOM WATER 420B&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
125
125
B-1
NUMBER
MECHANICAL
LOCATION
DR1000
MODEL NUMBER REMARKS
BOILER DATA
TYPE
CONDENSING
TYPE
MODULATING
INPUT(MBH)
1,000GAS
FUEL
ROOM
∅VOLT
(5 TO 1)CAMUS
MANUFACTURER
940
GROSS
OUTPUT
(MBH)
N/A
BOILERH.P.
H.P.
MOTOR
CONTROL
∅VOLT
15
15
40
40
120 3 24 1
NOTES:1.PROVIDE FACTORY MOUNTED CIRCUIT TRANSFORMER FOR
STEPPING DOWN LINE VOLTAGE TO CONTROL VOTAGE
SYMBOL LOCATION SYSTEM MODEL NO.GPMVOL
GAL REMARKSMANUFACTURER/TANK SYSTEMCONNECTION
AIR SEPARATOR AS1
MANUFACTURER/
MODEL NO.
AIRVENT
ET-1 MECHANICAL
ROOM AMTROL AX-60V 350SOURCE WATER 33.6
ACCEPTANCE VOL GAL
11.5 1/2"5-ADS
REMARKSSYMBOLSAMANUFACTURER /
MODEL NUMBER
WATER-TO-AIR HEAT PUMP SCHEDULE
AREA SERVEDLOCATION
HP1 APARTMENTS APARTMENTS TRANE GEHE0181 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 APARTMENTS TRANE GEHE024 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 APARTMENTS TRANE GEH030 1000 -35700 28400 4.8 28200 35600 7.0 19.2 30HP3
HP4
HP5
BLDG B ATTIC CORRIDOR TRANE GEH035 1200 -47600 37300 4.8 37700 456560 8.4 21.23 35
BLDG A ATTIC CORRIDOR TRANE GEH015 400 -18500 14800 4.8 14100 17900 3.5 10.58 15
REMARKSPH
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
NUMBER SERVICEMANUFACTURER /
MODEL NUMBER FAN TYPE
SCHEDULE OF FANS
CRCU=CENTRIFUGAL ROOF CURB UPBLAST
CAF=CENTRIFUGAL AIR FOIL CBI=CENTRIFUGAL BACKWARD INCLINED
CFMDAMPER
TYPE
VA=VANE AXIAL
DRIVEFAN
RPM(IN W.G.)EXT. S.P.MOTOR DATA
VOLTHP/W RPMCONTROLAREA SERVEDLOCATION
EF-1 CEILING KITCHENS AND BATHROOMS GREENHECK/SP-B110 EXHAUST CE WALL SWITCH 100 0.375 -DIRECT 80W 950 120 1 -
68 77
68 77
68 77
68 77
68 77
68 77
86 96
86 96
86 96
86 96
86 96
86 96
13.3
13.3
13.3
13.3
13.3
13.3
9.2
9.2
5.2
9.2
9.4
9.2
1 208
1 208
1 208
1 208
1 208
1 208
TRANE GET0181
TRANE GEH024
TRANE GEH035
HP6 BLDG B APARTMENTS BLDG B APARTMENTS
HP7 BLDG B APARTMENTS BLDG B APARTMENTS
HP8 BLDG F MEZZANINE CORRIDOR
HP9 BLDG H MECHANICAL CORRIDOR
600 21910
800 26600
2000 400 73600
1000 200 35700
65 99
65 99
65 99
65 99
65 99
65 99
65 99
68 77
68 77
4.8
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
76.6/64 56/55
18120
22900
59900
28400
17730
23300
59600
28200
22510
29400
75700
35600
4.2
5.6
13.9
7.0
12.9 20
18 30
24.9 40
19.2 30 1 208TRANE GEH030
*1
*1
*1
*1
*1
86 96 13.3 9.2
GRAVITYBACKDRAFT
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M2.1
MECHANICAL
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
No.Description Date
------------------------
ELECTRICAL DATA
MCALIQUID
TYPENUMBERLOCATION
VOLT
LINE SIZES
SUCTION PH
REMARKSEQUIPMENT SERVED MANUFACTURER/MODEL NUMBER
NOMINAL
CAPACITYMBH
NO. OFFANS
-CU-1 -----------
MODEL NUMBER
SCHEDULE OF ENERGY RECOVERY VENTILATORS
SYMBOL MANUFACTURER/LOCATION CFM
EXHAUST AIROUTSIDE AIR
CFM S.P. (IN. WG.)
TOTALEXT.
REMARKS
EPV-1 A ATTIC 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
AREASERVED WEIGHT
(LBS)
150
EAT DB
WINTER
LAT
EPV-2 B 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
CONDENSING UNIT SCHEDULE
SCHEDULE OF FAN COIL UNITS
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 STEELALINDAB/RGS-3 DUCT MOUNT 20 X 4 17 X 3 -ADJUSTABLE
NECK SIZE DAMPER
INTEGRAL
GALVANIZED STEELBLINDAB/RGS-3 16 X 7 13 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELCLINDAB/RGS-3 20 X 7 17 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELDLINDAB/RGS-3 24 X 7 21 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELR1LINDAB/RGS-3 -INTEGRAL
GALVANIZED STEELR2LINDAB/RGS-3 -INTEGRAL
GALVANIZED STEELR3LINDAB/RGS-3 -INTEGRAL
GALVANIZED STEELGMETALAIRE/V4004D 12 X 8 10 X 6 -ADJUSTABLE OBD
GALVANIZED STEELELINDAB/RGS-3 28 X 7 25 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELFLINDAB/RGS-3 24 X 10 21 X 9 -ADJUSTABLE INTEGRAL
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
SIDEWALL MOUNT
20 X 4 17 X 3
16 X 7 13 X 6
20 X 7 17 X 6
-
-
-
GALVANIZED STEELHMETALAIRE/V4004D 14 X 8 12 X 6 -ADJUSTABLESIDEWALL MOUNT
GALVANIZED STEELIMETALAIRE/V4004D 20 X 8 18 X 6 -ADJUSTABLESIDEWALL MOUNT
GALVANIZED STEELJMETALAIRE/V4004D 18 X 10 16 X 8 -ADJUSTABLESIDEWALL MOUNT
GALVANIZED STEELKMETALAIRE/V4004D 22 X 10 20 X 8 -ADJUSTABLESIDEWALL MOUNT
OBD
OBD
OBD
OBD
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-
NUMBER LOCATION GPMTEMP
CHILLED WATER DATA
GPM ENT
TEMP
COOLING AIR DATA
CFMLVG ENT LVG
HEATING AIR DATA
LVGLVGENT
HOT WATER DATA
TEMP CFM ENT
TEMP
FAN MOTOR DATA
VOLTHPRPM PH REMARKS
MANUFACTURER/
MODEL NUMBERCOOLING CAPACITY MBH MAX PD FT HEATING CAPACITY MBH MAX PD FT
ELECTRIC UNIT HEATER SCHEDULE
MANUFACTURER/
MODEL NUMBER
CAPACITYMBHSYMBOLLOCATION
EWH-1 BLDG "B" SPRINKLER ROOM --
TYPE
-
CFM
--
ENT LVG
-
TEMP
AIR DATA FAN MOTOR DATA
HP OR W
--
RPM VOLT PH
---
REMARKS
BLDG "B" ELECTRIC ROOM
BLDG "B" SOUTH STAIRS
UNIT B-12 BEDROOM
EWH-2
EWH-3
EWH-4
UNIT "B" MAINTENANCE ROOMEUH-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M2.2
MECHANICAL
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
PC
RMS
11/01/2017
16-063
No.Description Date
S
(9'-4" (2.8M)
DETAIL B
STRUCTURE
DETAIL A
HANGER ROD
EQUIPMENTMECHANICAL
SUSPENDED
DETAIL B
DETAIL A
HANGER ROD
REQUIRED
HANGER IFVIBRATION
SUSPENDED
EQUIPMENT
GALVANIZED
AIRCRAFTCABLE
ELEVATION VIEW
PLAN VIEW
CABLE
AIRCRAFTGALVANIZED
EQUIPMENTMECHANICALSUSPENDED
45°45°
45°
45°
CLAMP STRUCTURE
DETAIL A
HANGER ROD
EQUIPMENTMECHANICAL
SUSPENDED
MAX. LENGTH)
6 N.T.S.
PIPE PENETRATION THROUGH WALL
DETAIL
4 N.T.S.
DUCTWORK CONSTRUCTION
DETAILS
3 N.T.S.
SEISMIC RESTRAINT FOR SUSPENDED MECHANICAL
EQUIPMENT
2 N.T.S.
HORIZONTAL FIRE DAMPER
DETAIL
8 N.T.S.
ROOF MOUNTED EXHAUST FAN
DETAIL 9 N.T.S.
KITCHEN/TOILET EXHAUST FAN
DETAIL
5 N.T.S.
VERTICAL FIRE DAMPER
DETAIL
7 N.T.S.
ROOF PENETRATION
DETAIL
1 N.T.S.
VERTICAL HEAT PUMP UNIT INSTALLATION
DETAIL
10 N.T.S.
CONCENTRIC INTAKE/ VENT
DETAIL
CEILING
PROVIDE FLEXIBLE CONNECTIONAT INLET AND OUTLET OF FAN
VIBRATION ISOLATOR
6"∅
GALVANIZED EXHAUSTDISCHARGE DUCT TOWEATHERPROOF WALLCAP
CEILING CABINET EXHAUST FANWITH INTEGRAL BACKDRAFTDAMPEREXHAUST GRILLE
FC
1/4" HANGER
RODS FASTENED
SECURELY TO
STRUCTURE
ABOVE SIZE INACCORDANCEWITHMANUFACTURER'SRECOMMENDATIONS
"S"CLIP
ONCEILING
ANGLE MOUNTING LOCATION WHEN GRILLEIS
CONFORMANCE TO LATEST NFPA BULLETIN90A
FIRE DAMPER CONSTRUCTED & INSTALLIN
FLOORSLAB
SLEEVE & ANCHORED TOSLAB
2" X 2" X 1/8" L IRON FRAME RIVETED
TO
FOR LARGERDUCTS
24" DEEP OR 36" WIDE & 14 GAUGE
SLEEVE
16 GAUGE SLEEVE FOR DUCTS SMALLER
THAN
INSULATED DUCT, BUTT INSULATION UP
TO
ACCESSPANEL
FLOOR/CEILINGSLAB
SLOPE
VD18" MINSTANDARD DUCTCONSTRUCTIONSEAMS WATER TIGHT
SPECIFIED DUCT SIZE
FLASHING
EDGES RIVETED ANDSOLDERED OR WELDED
1/2" BIRD SCREEN
PIPE
PACK VOID SPACE WITH FIRE
STOPPING MATERIAL (3M
CAULK CP25 OR EQUIVALENT)
STEEL PIPE SLEEVE.
SEE NOTES
REQUIRED CLEARANCE
SEE NOTES
FIRE-RATED MASONRY OR
FIRE-RATED STUD PARTITION.
SEE NOTES
ESCUTCHEONS
NOTES:
1. PIPE SLEEVES
2. ESCUTCHEONS
SEE NOTES BELOW
A.PIPE SLEEVES THROUGH FIRE-RATED MASONRY PARTITIONS ORFOUNDATION WALLS SHALL BE SCHEDULE 80 BLACK STEEL WITHMAXIMUM OF 1/2" CLEARANCE BETWEEN SLEEVE AND PIPE.SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION ORWALL.B.PIPE SLEEVES THROUGH FIRE-RATED STUD PARTITIONS SHALL BE#18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1" CLEARANCEBETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL INLENGTH TO DEPTH OF PARTITION.
A.
B.
C.
ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZED
ALUMINUM OR CHROME-PLATED BRASS.
ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAIN BRASS,ALUMINUM, GALVANIZED STEEL OR CAST IRON.
ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNAL SPRINGTENSION OR SET SCREW.
S CLIP OR U CLIPIS OPTIONAL ALLSUCH CONNECTIONS
TO BE SEALED
R2
R1
R
0
00
R
W1 H W1
D3
NOTE: BEAD, CROSSBREAK AND REINFORCE FLAT SURFACES AS IN STRAIGHT DUCT.
TYPE RE5 DUAL RADIUS ELBOWR1= 3/4+W1R2= R1+W2
TYPE RE6 SQUARE MITERED ELBOW
D2 = 4" MIN
D3 = 4" MIN
D1
TYPE 4B
SQUARE THROAT, R/W + 0.5, MAY BE USED,
TYPE RE3 RADIUS ELBOW WITH VANES
H
TYPE RE4 SQUARE THROAT ELBOW WITHOUT VANES1000 FPM (5 MPS) MAXIMUM VELOCITY
W
UP TO 1000 FPM (5 MPS)W2W
H
VDD2
TYPE 4A VD
W VD
CENTER LINE R = 3W/2, UNLESS OTHERWISE
TYPE RE1 RADIUS ELBOW
SPECIFIED O IS NOT RESTRICTED TO 90°,
W
H
TYPE RE2 SQUARE THROAT ELBOW WITH VANES
W
H WWTYPE 2 STATIONARY SPLITTER IS OPTIONALW = 4" MIN
VD
TYPE 1
2W TYPE 3
NOTE: VOLUME CONTROL
SHOULD BE BY BRANCH
DAMPERS. IF A SPLITTER ISSHOWN IN THE DESIGN ITSLENGTH SHOULD BE 1.5 WOR 1.5 D3
SOURCE WATER PIPINGFROM FACILITY HOUSE LOOP
RETURN GRILLE
3. INSTALLATIONS & MATERIALS PER U.L. 555.
2. DEPTH OF DAMPER TO BE COORDINATED WITH WALL THICKNESS.
NOTES:
SLEEVE
DAMPER (SEE NOTE)
1" MINIMUM 4 SIDES
1/2" CLEARANCE,TOP AND 2 SIDES, 4SIDES FORHORIZONTAL
INSULATED DUCT, BUTTINSULATION UP TO WALLOR SLEEVE AS SHOWN
1-1/2" X 1-1/2" X1/8" CONTINUOUS STEELANGLE FASTENED TOSLEEVE WITH 4" M.B.AND NUTS 8" ONCENTER, MINIMUM BOLTSEACH SIDE, TOP ANDBOTTOM
CONTINUOUS "S" JOINT
ACCESSDOOR INDUCT
ACCESSDOOR INCEILING
FASTEN DAMPER TO SLEEVE WITH BOLTS,
SCREWS OR TACK WELDS, MAX. 8" ONCENTER
1.DAMPER STYLE & SLEEVE CONFIGURATION IS GOVERNEDBYMAINTAINING A MAX. 0.06 STATIC PRESSURE @ 2500
F.P.M.FACE VELOCITY
NOTES: SIZE STACK TO MATCH REQUIREMENT OF
ITEMS TO BE INSTALLED THROUGH
2 X P.T. WOOD BLOCKING
.015" STAINLESS STEEL
BATT INSULATION
STAINLESS STEEL INSECT SCREEN
PIPING OR CONDUITAS REQ'D
ROOF MEMBRANE
MEMBRANE FLASHING
RIGID INSULATION
TAPERED INSULATION
ROOF DECK
.015" STAINLESS STEELREMOVABLE COVER OVERLAP2" WITH STACK
STAINLESS STEELSCREWS WITH EDPMWASHERS
STACK
VENT OUTLET
AIR INLET
EXTERIOR WALL
STRAP FIELD SUPPLIED
4"° COAXIAL INTAKE VENT
COLLAR-BOLTTO WALL
LOUVERED DOOR IN
MECHANICAL CLOSET
FILTER
HP-#
HEATING/COOLING COIL
SUPPLY AIR PLENUM
BLOWER FC
SA
FCSWSSWRSWSSWR
FINISHED FLOOR
PROVIDE 6'-0"OF RIGIDEXTERNAL DUCTINSULATION
DAMPER
ROOF
STAINLESS STEELANCHOR BOLTS ATEACH CORNER AND 12"O.C.
ACCESS DOOR SIDE
OR BOTTOM
AS APPROPRIATE
CURB & FLASHING
COUNTERFLASHING CAULKAND SEAL BETWEEN CURB,
FLASHING & COUNTERFLASHING
FIRST FLOOR
1" CONDENSATE TO STANDPIPEDRAIINDRIP PAN
OUTSIDE AIR DUCT
SUPPLY AIR DUCT
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
M3.1
MECHANICAL
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
PC
RMS
11/01/2017
16-063
No.Description Date
CORRIDOR SUPPLY AIR
DUCT RISER-BLDG 'B'
E F
D
2 N.T.S.
1 N.T.S.
HORIZONTAL HEAT PUMP UNIT AND DUCTWORK
DETAIL
DIRECTION OF AIR FLOW (RETURN OR EXHAUST)
DIRECTION OF AIR FLOW (SUPPLY OR OUTSIDE AIR)
FLEXIBLE CONNECTION
90° ELBOW UP
90° ELBOW DOWN
RPM
SQ.FT.
SYS
TEMP.
T-STATHD
HGT
HORIZ
HP
HR
HTG
ET-1
EXG
EXH
°F
FLEX
FT
GA
GAL
HZ
IN.
IN.WG.
KW
KWH
LBS
LF
LVG
MAX
MBH
MIN
N.T.S.
N/A
NIC
NO.
PH
CFM
CU.FT.
DL
DN
EF-1
ENT
AD
AFF
AMP
APPROX
AVG
BTU
CAP
HEAD
HEATING
HOUR
HORSE POWER
HORIZONTAL
HEIGHT
FEET
GALLON
GAUGE
FLEXIBLE
DEGREES FAHRENHEIT
EXHAUST
EXISTING
EXPANSION TANK
ENTERING
EXHAUST FAN
DOWN
DOOR LOUVER
CUBIC FEET
CUBIC FEET PER MINUTE
APPROXIMATE
CAPACITY
BRITISH THERMAL UNIT
AVERAGE
AMPERE (AMP, AMPS)
ABOVE FINISHED FLOOR
ACCESS DOOR
MAXIMUM
LEAVING
BTU PER HOUR (THOUSAND)
FREQUENCY
POUNDS
LINEAR FEET
KILOWATT HOUR
KILOWATT
INCH
INCHES WATER GAUGE
PHASE
NUMBER
NOT IN CONTRACT
NOT APPLICABLE
NOT TO SCALE
MINIMUM
SQUARE FEET
REVOLUTIONS PER MINUTE
TEMPERATURE
THERMOSTAT
SYSTEM
DESCRIPTIONSYMBOLDESCRIPTIONABBREVIATIONDESCRIPTIONABBREVIATION
AIR COOLED CONDENSER
CD CONDENSATE DRAIN PIPING
SUPPLY REGISTER OR DIFFUSER-CEILING
SUPPLY REGISTER OR GRILLE
RETURN REGISTER OR GRILLE
SIDEWALL
SIDEWALL
RETURN REGISTER OR GRILLE-CEILING
EXHAUST FAN: CEILING CABINET FAN
DUCT 90° UP
DUCT 90° UP
DUCT 90° DOWN
DUCT 90° DOWN
AHU-1 AIR HANDLING UNIT
CD CONDENSATE DRAIN
CU-1 CONDENSING UNIT
DX DIRECT EXPANSION
RL REFRIGERANT LIQUID
RS REFRIGERANT SUCTION
UNDERCUT DOOR 3/4"3/4"
UC
U.O.N.UNLESS OTHERWISE NOTED
FD FIRE DAMPER
FC
FC
ELECTRIC HEATING COILEHC-1
EWH-1 ELECTRICAL WALL HEATER
HP-1 HEAT PUMP
EF-1
SWR SOURCE WATER RETURN
SWS SOURCE WATER SUPPLY
OA OUTSIDE AIR DUCTWORK
FC-1 FAN COIL UNIT
CU-#
SWR SOURCE WATER RETURN
SWS SOURCE WATER SUPPLY
MECHANICAL SYMBOLSMECHANICAL ABBREVIATIONS
THERMOSTAT
SMOKE DETECTOR, DUCT MOUNTED
TEMPERATURE SENSOR, DUCT MOUNTEDTD
T
7.PROVIDE COMPLETE AND OPERATIONAL SYSTEM INCLUDING ALL NECESSARY MATERIAL EQUIPMENT ANDLABOR.
PROVIDE THE OWNER WITH ALL MANUFACTURERS WARRANTIES FOR EQUIPMENT AND MATERIALSPROVIDED.
PROVIDE OWNER WITH BOUND "OPERATIONS & MAINTENANCE" MANUALS FOR SYSTEMS INSTALLED.
PROVIDE OWNER WITH WARRANTY, GUARANTYING THAT IMPERFECT SYSTEM OPERATION AND ALLDEFECTS IN MATERIAL AND LABOR OR WORK WILL BE REPAIRED WITHOUT COST TO THE OWNER FORA PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT.
GIVE FULL COOPERATION TO OTHER TRADES, PROVIDING THEM WITH ALL NECESSARY INSTALLATIONDETAILS.
11.
9.
10.
8.
GENERAL MECHANICAL NOTES
MECHANICAL DRAWINGS, PLANS AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW ALLINTERFERENCES AND CONDITIONS VISIBLE OR HIDDEN THAT MAY EXIST.
ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH ALL APPLICABLESTATE, FEDERAL AND LOCAL CODES AND REGULATIONS THAT MAY APPLY.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED
INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES.
ALL EQUIPMENT AND MATERIAL SHALL BE LABELED, LISTED AND INSTALLED IN ACCORDANCE WITHMANUFACTURERS INTERACTIONS, RECOMMENDATIONS AND INSTRUCTIONS.
THE TERM "PROVIDE" SHALL MEAN FURNISH, INSTALL, CONNECT AND MAKE OPERABLE.
THE TERM "INDICATED" SHALL MEAN AS SHOWN ON THE CONTRACT DOCUMENTS (DRAWINGS,SPECIFICATIONS AND RELATED ATTACHMENTS).6.
5.
4.
3.
2.
1.
STRUCTURAL FRAMING
HANGERS, STEEL RODS WITH NEOPRENEISOLATION ELEMENT. MOUNT AIRHANDLING UNITS TIGHT TO CEILING ASHIGH AS POSSIBLE
OUTSIDE AIR DUCTCONNECTIONWHERE SHOWN ON
CONTROLLER
SUPPLY AIR DUCTWORKDISCHARGE
NOTE:
REFER TO ARCHITECTURAL DRAWINGS FOR FRAMINGDETAILS AND ACCESS REQUIREMENTS (TYPICAL)
SOURCE WATER SUPPLY
AND RETURN LINES FROM
FACILITY HEAT PUMP LOOP
CONDENSATE DRAINTO INDIRECT WASTE
AUXILIARY DRIP PANWITH CONDENSATECONNECTION TOINDIRECT DRAIN
RETURN AIRGRILLE AND DUCT
CEILINGACCESS PANEL
SECONDFLOOR
THIRDFLOOR
FOURTHFLOOR
ATTIC
FIRSTFLOOR
8"x4"
14"x12"
14"x14"
12"x12"
300
300
300
300
HP-#
FD
FD
FD
FD
HP-#
FCFC
SWS
SWR
CD
SUPPLYAIR SHAFT
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
M3.2
MECHANICAL
DETAILS, NOTES,
SYMBOLS AND
ABBREVIATIONS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
PC
RMS
11/01/2017
16-063
No.Description Date
2 N.T.S.
WATER SOURCE HEAT PUMP DETAIL
1 N.T.S.
COOLING TOWER DETAIL
3 N.T.S.
TYPICAL PIPE TRNCH DETAIL
4 N.T.S.
COOLING TOWER WATER TRATMENT PIPING 5 N.T.S.
BOILER PIPING DETAIL
6 N.T.S.
MECHANICAL ROOM HEAT PUMP RISER SCHEMATIC
TRENCHING NOTESEXISTING GROUNDLINE SEEEXISTING PAVEMENT, WALK OR
PAVEMENT OR CONCRETE1" DEEP SAWCUT OF EXISTING
EXISTING THICKNESS.
REPLACE WITH CONCRETE TO MATCHCONCRETE WALKS ARE DISTURBEDDIMENSIONS OF EXISTING CURB. IF
WITH SAME TYPE OF CURB TO
CURB IS DAMAGED OR REMOVED, REPLACEBE REPAIRED WITH SEED. IF EXISTINGGRASS AREA, DISTURBED AREAS SHALL
SUBBASE. IF EXCAVATION IS WITHIN
TYPE AND THICKNESS OF PAVEMENT ANDREMOVED, REPLACED WITH THE SAMEWHEN EXISTING PAVEMENT HAS BEEN
ACCEPTABLE QUANTITIES.ALL DIMENSIONS ARE MINIMAL
AS DIRECTED BY THE ENGINEER.
SHOWN ON THE CONTRACT DRAWINGS ORLOCATIONS AND TO THE DIMENSIONS ASCONSTRUCTION OF THE WORK AT THE
COMPACTION NECESSARY FOR THE
UNSUITABLE MATERIAL: BACKFILL ANDDISPOSAL OF ALL SURPLUS ORGOUNDWATER DIVERSION: SATISFACTORY
DEWATERING, TEMPORARY STREAM OF
EXCAVATION, TRENCH WALL SUPPORTS,THE REMOVAL OF ALL MATERIALS,TRENCH EXCAVATION SHALL CONSIST OF
RED PLASTIC WARNING TAPE
EXCAVATED MATERIALBACKFILL WITH COMPACTED
COMPACTED SAND BEDDING48" MINIMUML L6" C TO C (TYPICAL)
MINIMUM1'-0"3" MINIMUM1'-0"MIN.1'-0"MIN.
VARIES
3" MINIMUM1'-0"
MINIMUM
DETAILS.
SEE SPECIFIC SITESIZE & DESIGNATIONPIPING, FOR QUANTITY,
UNDISTURBED SOIL
AIR SEPARATORAND EXPANSIONTANK IN BLDG FMECH ROOM
FROM BOILERS AND TOWER IN BLDG FMECH ROOM
TO BOILERS AND TOWER INBLDG F MECH ROOM
WATER SOURCE HEAT
PUMP THROUGHOUT
THE COMPLEX (TYPICAL)
WATER MU FEED WITH BACKFLOWPREVENTER. SEE PLUMBINGPLANS FOR CONTINUATION
UNION (TYP.)
FLEX CONNECTION(TYP.)
SHUT-OFF VALVE (TYP.)COMBINATION BALANCING/
SENSOR POINTS (TYP.)
SWR
SWS
PRESSURE GAUGE (TYP.)
TEMP. GAUGE (TYP.)
SOURCEOUT
SOURCEIN
CONCRETE PAD
CONTINUOUSNEOPRENE PAD
FLOOR
TWO WAY VALVE (TYPICAL)
PUMPS IN BLDG F MECH ROOM
CONCRETE BOILER PAD
BURNER TEMP/PRESSURE RELIEF VALVE
PIPED TO WITHIN 12"AFF (TYP.)
DOUBLEWALL FLUE
PRESSURE GAUGE
HHWS
HHWR
BALL VALVE
UNION (TYP.)
THERMOMETER GAGE (TYP.)
P-1
HWR FROM SYSTEM
HWS TO SYSTEM
CIRCULATING PUMP
FLOOR SLAB
AQUASTAT
UNION (TYP)
MANUAL SHUT OFF VALVE (TYP)
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
SOLENOID VALVE CONNECT
TO FACTORY INSTALLED
SUMP WATER LEVEL CONTROL
MAKE UP WATER LINE
COOLING WATER CIRCULATION
PUMP, FACTORY INSTALLED
MANUFACTURES RECOMMENDATIONS
SUPPORT TOWER AS PER
AS INDICATED ON PLANS
COOLING TOWER
AIR INTAKE LOUVER
OVERFLOW LINE
MANUAL DRAINLINE
TO SANITARY
SEWER DRAIN
MAKE UP WATER LINE
BACK FLOW PREVENTER
SUCTION TUBING
CHEMICAL TANK
CHEMICAL PUMP
UNION
COOLING TOWER FOR
PIPING CONNECTION
MANUAL SHUT-OFF VALVE
CONDENSER FORPIPING CONNECTION
CONDENSER WATER CIRCULATIONPUMPS
SUMP
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M3.3
MECHANICAL
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
No.Description Date
UP
UP
BFP
BFP
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.1
L2.L
UNIT C-1
(2 BEDROOM)
UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCE
ROOM
BOILERROOMSPRINKLER
ROOM
BUILDING B
BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
ET2
AS2
B1
ET1
TMV1P1
P2
(2) 300 GALLON INDIRECT HOT WATER
STORAGE TANKS SEE 11/P3.2 FORPIPING DIAGRAM
GAS FIRED DOMESTICHOT WATER BOILER
FOR DOMESTIC WATER
SERVICE INSTALLATIONSEE 7/P3.1
3"CW UP
4"CW SERVICEFROM ABOVE
CO
6" SANITARY FROM ABOVE,
PROVIDE CLEANOUT AT BASE
OF RISER
AS1
3"ø 2"ø
6"ø W
4"ø W
co
3"ø V 1 1/2"ø W2"ø
1 1/2"ø
4"ø W1 1/2V UP
1 1/2V UP
3"V UP
1/2"DH&CW DNTYP OF BATHTUB
4"ø3/4"ø DHWR
4" SANITARY FROM BUILDING D,SEE DRAWING DE-P1.1 FORCONTINUATION
4"ø WYCO
3"HW UP
1"HWR FROM ABOVE
FCO 6"ø W
S-1
L-1
WC-1
B-1 B-1
WC-1
L-1
S-1
6"ø
YCO
4" SANITARY FROM BUILDING F,SEE DRAWING F-PB1.1 FORCONTINUATION
6" SANITARY AND 2" GAS
FROM BUILDING G, SEE
DRAWING G-PB1.1 FORCONTINUATION
FCO6"ø2"ø DCW
4"ø2" HW AND
3/4" HWR UP
2" CW UP
4" W UP&DN
L-1
WC-1
B-1
S-1
L-1WC-1
B-1
1 1/2"ø
1 1/2"ø DCW
1 1/2" CW TO BUILDING F,SEE DRAWING F-PB1.1FOR CONTINUATION
B-1
SANITARY PIPING FROMRESPECTIVE FIXTURESABOVE (TYPICAL FOR ALL)
2"ø
2"ø
FD-1
2"ø
GG G
SANITARY PIPING FROMRESPECTIVE FIXTURESABOVE (TYPICAL FOR ALL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
L2.L
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
1" HWR UP&DN
3" HW UP&DN
3" CW UP&DN
4" CW SERVICE
UP&DN
L-1
WC-1
B-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
4" W
DN
1 1/2"ø
1/2"ø1/2"ø
4"ø1"ø
1/2"ø
1/2"ø
3/4"ø1/2"ø
1/2"ø
1/2"ø
1"ø
1/2"ø
1/2"ø1/2"ø1/2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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)
4" CW SERVICE IN, SEE
SITE UTILITY PLAN FORCONTINUATION 4"ø
WCO
4"ø W
FD 2"ø2" W UP& DN
4"ø 3"ø 3"ø3/4"ø
4"ø
4" WUP&DN
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
4" CW SERVICE DN TOMETER EQUIPMENT, 3" CWUP TO BUILDING SERVICE 3" HW & 1" HWR DN
S-1
S-1
L-1
WC-
B-1
L-1
WC-
SH-
L-1
WC-1
B-1
L-1
WC-
B-1
L-1
WC-1B-1
L-1
WC-1B-1
S-1
S-1 S-1
FCO
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"ø
3" V
UP
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"ø2"ø
1 1/2"ø1 1/2"ø
2"ø4" W UP
2"ø
HP
HP
HP
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 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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
CW, HW & HWR TO BUILDINGS D & E,
SEE DRAWING DE-P1.1 FOR
CONTINUATION
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
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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 O5W1W2W3W4W5W6W7W8W9
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"ø3/4"ø
3/4"ø3/4"ø1"ø3/4"ø
1/2"ø
4" W DN
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
HP
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
HP
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
UP
DNDN
DN
DN
DN
1
A
B
2
OA
O1 O2 O3 O4 O5
BUILDING D
UNIT D-1
(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE
WAITINGAREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESSROOM
BUILDING E
1/2"ø DCW
1/2"ø DCW
1/2"ø DHW
1" C&HW UP
1/2"C&HWUP
1/2" C&HW UP
3/4"ø
3/4"ø1/2"ø1/2"ø
1/2"ø
1/2"ø1/2"ø
1/2"ø1/2"ø1"ø DHW
1"ø DCW 1/2"ø
1/2"ø1/2"ø1/2"ø1/2"ø
FCO
2"ø WFCO
1 1/2"ø W
4"ø4"ø W4"ø W
4"ø W UP
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 B,SEE DRAWING ABC-P1.SBFOR CONTINUATION
LEVEL 1
1 1/2"ø
1 1/2"ø
1 1/2"ø
2"ø
2"ø
3" V UP
2 1/2"ø
2"ø2"ø
1 1/2"ø
1 1/2"ø
1 1/2"ø
2"ø
2"ø
2 1/2"ø V UP
2 1/2"ø
1 1/2"ø
2"ø
1
A
B
2
OA
O1 O2 O3 O4 O5
BUILDING D BUILDING E
UNIT D-3
(2 BEDROOM)
UNIT D-4
(1 BEDROOM)
UNIT E-2
(2 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 DCW
1/2"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"ø1/2"ø
DCW DHWDHWR
1"ø DCW1 1/4"ø DHW1/2"ø DHWR
1 1/2" CW &1 1/4" HW
4"ø W DN
4"ø W DN
1/2"ø
1 1/2"ø W
1 1/2"ø
2"ø4"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"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
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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B
D E
C F
G H
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K
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SITE KEY PLAN
No.Description Date
COMMUNITY ROOM
(OPEN ABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM
(OPEN ABOVE)
1 1/2"ø
4" W TO BLDG 'C',
SEE DRAWING
ABC-PB1.SB FORCONTINUATION
4"ø
3"ø 3"ø
2 1/2"ø
2 1/2" V &
3" W UP
3"ø
3"ø
S-1
L-2
WC-2
WH-1
L-2
WC-2
3/4"ø 4"ø
1/2"ø1/2"ø
1/2"ø1/2"ø
1/2"ø3/4"ø
1/2"ø
1 1/2" CW FROM BLDG 'C',
SEE DRAWING
ABC-PB1.SB FORCONTINUATION
1 1/2" CW DN, 1" CW UPTO BOILER ROOM
LEVEL 1
FD-1
3"ø
2"ø
2"ø
2"ø
2 1/2"ø
FCO
3" W UP
BOILER
ROOM
FITNESS ROOM
BELOW COMMUNITY
BELOW
TOILETS
BELOW
3" W DN,2" VTR
3" FD
1" CW MAKEUP
BOILER LOOP
1" CW FILL FORSUMP TANK
LEVEL 2
SUMPTANK
1"ø
1" CW
UP&DN
2" V FROM
BELOWTO 2" VTR
ROOF
CT-1
1" CW MAKE UP TO
COOLING TOWER
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
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"ø1/2"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-
WC-
WC-WC-1
WC-
WC-
WC-
WC-1
WC-
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
2" GAS & 6" SANITARY FROM BUILDINGS C & F,SEE DRAWING ABC-P1.SB FOR CONTINUATION
SAN, CW, HW & HWR
TO BUILDINGS H & J,
SEE DRAWING HK-PB1.1FOR CONTINUATION
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"ø3/4"ø
2"ø 2 1/2"ø 3"ø
L-1
4"
6"ø
3/4"ø
2"ø2"ø
2"ø2"ø
1 1/2"ø1 1/2"ø
H
H
3/4" CONDENSATE DRAINS WITH INDIRECT WASTECONNECTION TO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD (TYPICAL)
3/4"ø
H H
H H
H
H H
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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C F
G H
J
K
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NORTH
SITE KEY PLAN
1
2 90% CONST DOCS
No.Description Date
BFPBFP
UNIT H-2
(2 BEDROOM)
METERROOM
LAUNDRY
ROOMLOBBY
BUILDING H
(2) 300 GALLONINDIRECT HOT WATER
STORAGE TANKS
SEE 11/P3.2 FORPIPING DIAGRAM
GAS FIRED DOMESTICHOT WATER BOILER
UNIT H-1(1 BEDROOM)
BOILER AND
SPRINKLER
ROOM
JANITOR
BUILDING J
BUILDING K
TMV
B1
ET1
AS-1
3/4"ø DHWR
1"ø DHW
6"ø W
3/4"ø3/4"ø1 1/2"ø
2"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-4"ø WFCO1 1/4"ø2"øFD-1
3"ø
B-1
L-1
WC-
B-1
3/4" H&CW TO WASHING MACHINESUPPLY MANIFOLD, PROVIDELAUNDRY MATE CONNECTION FOREACH UNIT AS SCHEDULE WMF-
WMF-
WMF-
3/4"ø3/4"ø
2" STANDPIPE FORWASHING MACHINE
INDIRECT DRAIN
S-1
L-1 WC-B-1
1"ø DCW
2"ø
B-1
WC-
L-1
L-1
L-1WC-
WC-
B-1
B-1
S-1
S-1
S-1
S-1
FCO
FCO
1 1/2"ø
2"ø
2 1/2"ø
4"ø W3"ø
4"ø2"ø W1 1/2"ø
1 1/2"ø
2"ø
4"
2"ø
4"
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 TO
BUILDING J, SEE DRAWINGJ-PB1.1 FOR CONTINUATION
SAN, CW, HW & HWRTO BUILDINGS L & M,SEE DRAWING LM-PB1.1
FOR CONTINUATION GGGG3"ø G2"ø
GH
H
H
H
H
HH
H
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
HK-PB1.1
PLUMBING PLAN
BZELDGS 'H' & 'K' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
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B
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G H
J
K
L M
NORTH
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No.Description Date
BUILDING J
UNIT J-8
(2 BEDROOM)
UNIT J-7(1 BEDROOM)
UNIT J-6
(1 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)
INV. =-6' 2 27/64"
FD3/4"ø 3/4"ø
3/4"ø3/4"ø3/4"ø
1"ø3/4"ø
3/4"ø
3/4"ø
3/4"ø
3/4"ø1"ø
3/4"ø3/4"ø3/4"ø3/4"ø
3/4"ø3/4"ø
3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø
3/4"ø
3/4"ø3/4"ø3/4"ø
3/4"øCONTINUE
1/2"ø1/2"ø
1/2"ø 1/2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
MAINTENANCE
OFFICE/ STORAGE
PROVIDE 1/2" H&CW AND
2" SANITARY CAPPED
FOR FUTURE CONNECTION
1" CW AND 4" SANITARYFROM BUILDING M,SEE BELOW FOR CONTINUATION
1" CW FROM BELOW,PROVIDE 3/4" H&CWTO WH-1
WH-1
2 1/2"ø
4"ø
4"ø
3/4"ø
3/4"ø
FCO
3/4"ø
3/4"ø1"ø
L-1
WC-1
HP
1 1/2"ø
2"ø
1 1/2"ø 4"ø 1/2"ø
3 3"ø6"ø
3/4"ø 3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø 3"ø
3"ø
3"ø
2 1/2"ø2"ø2"ø1 1/4"ø1 1/4"ø1"ø 4"ø3/4"ø
1"ø
1"ø
4"ø
6"ø
6"ø
3/4"ø 3/4"ø
3/4"ø3/4"ø 3/4"ø3/4"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"ø
B-1 WC-1
L-1
S-1
PLUMBING FIXTURELABEL (TYPICALFOR ALL)
4" SANITARY FROMBUILDING L, SEEABOVE FORCONTINUATION
1" CW TO BUILDING L,SEE ABOVE FORCONTINUATION
4" SANITARY, 1 1/4"
HW AND 3/4" HWR
FROM BUILDINGK. SEE DRAWINGK-P1.1 FORCONTINUATION
2" CW FROM BUILDINGK. SEE DRAWINGK-P1.1 FORCONTINUATION
6" SANITARY OUT,SEE SITE UTILITYPLANFOR CONTINUATION
3" CW SERVICE IN,SEE SITE UTILITYPLANFOR CONTINUATION
FIRE PROTECTIONSERVICE IN AND
BACKFLOW.
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
3"ø3"ø3"øG
G
G
GG L-1
WC-1B-1B-1WC-1
L-1
S-1S-1L-1
WC-1B-1B-1WC-1L-1
S-1
S-1
L-1 S-1WC-1B-1
S-1
L-1 WC-1
B-1
S-1
L-1 WC-1 B-1
3" GAS SERVICE ANDMETER BY UTILITYCOMPANY, SEESITE UTILITY PLANFOR CONTINUATION
G
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-1HP
HP
HP
HP
HP
HP
HP
HP
HP
2"ø
3/4"ø
3/4"ø
2"ø
1 1/2"ø4" 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
1"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-PB1.1
PLUMBING PLAN
BUILDINGS L AND M
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
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B
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K
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NORTH
SITE KEY PLAN
No.Description Date
BURNER DATA CONTROL
1. PROVIDE COMPLETE AND OPERATIONAL PLUMBING SYSTEMS INCLUDING ALL NECESSARY MATERIAL, LABOR,
AND EQUIPMENT.
2. THE TERM "PROVIDE" SHALL MEAN FURNISH, INSTALL, CONNECT, AND MAKE OPERABLE.
3. THE TERM "INDICATED" SHALL MEAN AS SHOWN IN CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS
AND RELATED ATTACHMENTS).
4. ALL EQUIPMENT AND MATERIAL SHALL BE LABELED, LISTED, AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS
IN ACCORDANCE WITH ALL STATE AND LOCAL GOVERNING AUTHORITIES.
6. ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
7. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES AND REGULATIONS
WHICH MAY APPLY.
8. THE CONTRACTOR MAY SUBSTITUTE EQUIPMENT OF ANOTHER MANUFACTURER IF IT IS EQUAL QUALITY AND
RATING, SUBJECT TO THE OWNER'S AND ENGINEER'S REVIEW AND ACCEPTANCE.
9. THE CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S CATALOG NUMBERS WITH MANUFACTURERS FOR
CURRENT CONFIGURATIONS AND FUNCTIONS.
10. BEFORE SELECTING MATERIALS AND/OR EQUIPMENT AND PROCEEDING WITH THE WORK, INSPECT ALLAREAS TO INSURE SUITABILITY, FIT, CLEARANCES, AND INTERCONNECTIONS.
11. PLUMBING DRAWINGS, PLANS, AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW ALL INTERFERENCESAND CONDITIONS VISIBLE AND/OR HIDDEN THAT MAY EXIST. THE CONTRACTOR MUST VISIT THE JOB SITE TOBECOME FAMILIAR WITH CONDITIONS AND ASSUME RESPONSIBILITY FOR CONDITIONS THEREOF, BEFORE
BIDDING AND DURING THE CONDUCT OF WORK.
12. PROVIDE THE OWNER WITH ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.
13. ALL SOIL, WASTE AND DRAIN PIPING SHALL BE BELOW THE FLOOR ON THE PLAN ON WHICH IT ISSHOWN OR BELOW THE SLAB, EXCEPT AS OTHERWISE NOTED.
14. WATER, VENT AND OTHER SERVICE PIPING SHALL BE RUN AT THE CEILING OF THE PLAN ON WHICH IT
IS SHOWN, EXCEPT AS OTHERWISE SHOWN.
15. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION AND MOUNTING HEIGHTS OF FIXTURES AND
EQUIPMENT.
16. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS OF FIXTURES AND EQUIPMENT.
17. ALL ROOF PENETRATIONS SHALL BE BY OWNER APPROVED ROOF CONTRACTORS. COORDINATE WITHOWNER AND ARCHITECT.
CD
ST
G
1.ALL PIPE SIZES ARE FOR SUPPLY AND DRAINAGE ONLY. PLUMBING CONTRACTOR SHALL INSTALL ALL NECESSARY FITTINGS, ADAPTERS, ECT. TO MAKE FINAL CONNECTION AND COMPLETE THE INSTALLATION.
2.COTRACTOR SHALL SUPPLY CHROME SUPPLIES WITH STOPS, CHROME SEMI-CAST PRAPS, PLUMBING FIXTURE SUPPORTS, AND ANY OTHER REQUIRED TRIM FOR INSTALLATION AND PROPER OPERATION OF THE FIXTURES.
TYPE FIXTURE SOIL VENT COLD HOT MOUNT DESCRIPTION REMARKS
WC-1 WATER CLOSET 4"2"1/2"-FLOOR
L-1 LAVATORY 1 1/2"1/2"1/2"1 1/2"
S-1 KITCHEN SINK 1/2"COUNTER1 1/2"1 1/2"1/2"
FLOOR1/2"1/2"2"3" BATHTUBB-1
SYMBOLS DESCRIPTION
P-TRAP
CAP
90° ELBOW UP
90° ELBOW DOWN
BALL VALVE
CLEANOUT
FLOOR CLEANOUT
WALL CLEANOUT
SOIL OR WASTE ABOVE FLOOR OR GRADE
SOIL OR WASTE BELOW FLOOR OR GRADE
COLD WATER PIPING
VENT
CONDENSATE PIPING
HOT WATER PIPING
COUNTER
REMARKS
WADE MODEL 6004.1-NH, CAST IRON, 4" NO HUB OUTLET, BRONZE GASKETED PLUG, REVERSIBLE CLAMPING COLLAR,
ROUND FRAME, NON SLIP COVER WITH VANDAL PROOF SCREWS
FLOOR1/2"1/2"2"3"KOHLER K-193(6,7) SHOWER BASE WITH K-9132 CP SHOWER DRAIN AND WITH DELTA MONITOR 13 SERIES
SHOWER TRIM, SHOWER VALVE AND HANSGROHE CROMA C-100 SHOWER HEAD. INSTALL KHOLER LATTIS PIVOTSHOWER DOOR IN BRUSHED NICKEL FINISH (NX)
SHOWERSH-1
STORM PIPING
GAS PIPING
KOHLER CIMARRON K-3828/RA, VITREOUS CHINA, ELONGATED BOWL, CANISTER FLUSH VALVE, 1.28 GAL/FLUSH,CACHET QUIET-CLOSE SEAT, ANGLE SUPPLY WITH STOP, POLISHED CHROME TRIP LEVER.
KOHLER CANVAS UNDERMOUNT K28740 WITH K9018CP TRAP AND K15241-7-CP FAUCET WITH LOW FLOW AERATOR
TWO BAY STAINLESS STEEL SINK, ELKAY ECTC3322104 WITH DELTA 440-WE-DST FAUCET AND SIDE SPRAY. MINIMUM36" CABINET REQUIRED.
KOHLER VILLAGER BATH K-715/716, DELTA INNOVATIONS MONITOR SCALD-GUARD TUB AND SHOWERS SINGLEHANDLE VALVE R10000. INSTALL WITH HANSGROHE CROMA C100 GREEN FLOW RATE SHOWER HEAD. INSTALL CANOPYPEVA HEAVYWEIGHT MILDEW RESISTANT SHOWER CURTAIN LINER WITH HEAVY DUTY ROLLER SHOWER CURTAIN RING ONCURVED MOEN DN2155BN STAINLESS STEEL ROD. PROVIDE WALL BLOCKING AND SUBFLOOR.
S-2 SERVICE SINK 1/2"FLOOR2"1 1/2"1/2"FIAT MSB2424 WITH 8300AA FAUCET, 3/4" THREADED OUTLET WITH 5' HOSE, MOP RACK, BUCKET HOLDER
HOT WATER RE-CIRCULATION PIPING
BACKFLOW PREVENTER
CO
FCO
WCO
WASHING MACHINE SUPPLY AND WASTE SYSTEM, SINGLE LEVER SUPPLY CUTOFF, 1/2" H&CW, 2" INDIRECT WASTE
SERVING
SYMMONS/6-400 35
SYMMONS/TEMPTROL 3.2BATHROOMS
2"/2"
1/2" / 1/2"
15
15
WC-2 WATER CLOSET 4"2"1/2"-FLOOR KOHLER CIMARRON K-3828/RA, VITREOUS CHINA, ELONGATED BOWL, CANISTER FLUSH VALVE, 1.28 GAL/FLUSH,CACHET QUIET-CLOSE SEAT, ANGLE SUPPLY WITH STOP, POLISHED CHROME TRIP LEVER.
L-2 LAVATORY 1 1/2"1/2"1/2"1 1/2"WALL AMERICAN STANDARD 0355.012 WITH 2385.049 SINGLE LEVER SUPPLY WITH POPUP AND TAILPIECE, 17 GA.,ADJUSTABLE P-TRAP, FLEX SUPPLIES AND ANGLE STOPS
FLOOR CLEANOUT
ROOF DRAIN
SYMMONS LAUNDRY MATE
REMARKS
TYPESYMBOL
TMV-1
LOCATION FLOWRATE(GPM)
INLET/OUTLET SIZE PRESSUREDIFFERENTIAL(PSI)
TMV-2
MANUFACTURER/ MODEL NUMBER
DOMESTICHOT WATER
SHOWER MIXINGVALVE
DOMESTIC WATERBOILER ROOMS
1"1240AMTROL/THERM-X-TROLET-1
ACCEPTANCEFACTORMAX
TANK VOL GALMANUFACTURER/MODEL NO.SYMBOL SYSTEMCONNECTION
ET-2
DOMESTIC COLD WATER PROVIDE MATCHING LINE SIZEAIR SEPARATOR
DOMESTIC HOT WATERAMTROL/THERM-X-TROL 1"2680 PROVIDE MATCHING LINE SIZEAIR SEPARATOR
SET TEMPERATURE TO PRODUCE MAXIMUM. 110°F ATFARTHEST FIXTURE, BRASS AND BRONZE CONSTRUCTION
SET AT MAXIMUM 110°F DISCHARGE
REMARKSDESCRIPTIONSYMBOL
WOODFORD #B65-CH, FREEZELESS, VACUUM BREAKER HOSE CONNECTION, LOCKABLE CHROME BOXHOSE BIBHB-1
WADE #1103STD6, OUTLET SIZE AS INDICATED ON PLANS, CAST IRON BODY, NICKEL BRONZE STRAINER, 4" DEEP SEAL TRAPFLOOR DRAINFD-1 PROVIDE PROSET TRAP GUARD OR APPROVED EQUAL
4
3
1A
3
4B
2C
2D
2A
1D
4B
4
1B
2B
3
1 2 4
3
1 2 4
4
FCO
RD-1
WMF-1
B-1
NUMBER LOCATION TYPE
CAMUS/DR1000
MANUFACTURER/MODEL NUMBER REMARKSBOILER DATA
100095.1%940
HEATING CAPACITY (MBH)QTY
1
TYPE
(5 TO 1)
MODULATINGNATURAL GAS
FUEL HP
-
VOLT
115 1.5
AMP
MOTOR ∅
1
VOLT
115CONDENSING
A.F.U.E.INPUT OUTPUT
DOMESTIC WATER BOILER ROOMS
REFER TO ARCHITECTURAL DRAWINGS
PUMP TYPES: DS=DOUBLE SUCTION, HS=HORIZONTALMSPLIT, ES=BASE MOUNTED CENTRIFUGAL BASE SUCTION, IL=IN LINE
MODEL NUMBER
RPM
PUMPTYPE
1641 IL
FLUID
WATER
GPM
115
HEAD(FT)
40 2 1750
HP VOLT
208
PH
3
REMARKS
BOILER CIRCULATOR
MOTOR DATA
009 IL WATER 6 15 1/8 3250 115 1 HOT WATER RECIRCULATOR
MANUFACTURERSYMBOLLOCATION
P-1 DOMESTIC WATER
BOILER ROOMS TACO
P-2 TACO
2
TYPICAL FLOOR MOUNT PLUMBING
FIXTURE FIRE STOPPING DETAILS
1
TYPICAL PLUMBING PIPING
FIRE STOPPING DETAILS
DOMESTIC WATERBOILER ROOMS
SECTION A-A
A
A
SECURED TO UNDERSIDE OF FLOOR USING THE ANCHOR HOOKS PROVIDED WITH THE COLLAR. (MINIMUM 2 ANCHOR HOOKS
FOR 1-1/2 AND 2 IN. DIAM PIPES AND 3 ANCHOR HOOKS FOR 3 AND 4 IN. DIAM PIPES). THE ANCHOR HOOKS ARE TO BE
SYMMETRICALLY INSTALLED AND SECURED TO THE SURFACE OF FLOOR WITH MIN NO. 12 MIN 3/4 IN. LONG WOOD SCREWS AND
WASHERS.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC -- CP 643 50/1.5 "N , CP 643 63/2 "N , CP 643 90/3 "N OR CP 643 110/4 "N FIRESTOP COLLAR
*BEARING THE UL CLASSIFICATION MARK
2. CHASE WALL -- THE THROUGH PENETRANT (ITEM 3) SHALL BE ROUTED THROUGH A FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD
A. STUDS -- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS. B. SOLE PLATE -- NOM 2 BY 6 IN. OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED.
C. TOP PLATE -- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENINGS IS 5 IN. D. GYPSUM BOARD* -- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND
PARTITION DESIGN.
3. THROUGH-PENETRANTS -- ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. DIAM OF OPENINGS
ASSEMBLIES, THE T RATING IS 2 HR FOR 1-1/2 IN. DIAM (AND SMALLER) PIPES AND 1-1/2 HR FOR PIPES GREATER THAN 1-1/2 IN. DIAM. FOR 1
HR RATED ASSEMBLIES, THE T RATING IS 1 HR FOR 1-1/2 IN. DIAM (AND SMALLER) PIPES, 3/4 HR FOR 2 IN. DIAM PIPES AND 0 HR FOR PIPES
GREATER THAN 2 IN. DIAM. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED:
A. POLYVINYL CHLORIDE (PVC) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE
FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM
B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED
(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE OR CELLULAR
CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
D. FLAME RETARDANT POLYPROPYLENE (FRPP) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED
(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.
4. FIRESTOP SYSTEM -- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:
A. STEEL COLLAR -- COLLAR FABRICATED FROM PRECUT 0.017 IN. THICK (28 MSG) GALV STEEL AVAILABLE FROM SEALANT
MANUFACTURER. COLLAR SHALL BE MIN 2 IN. DEEP WITH A MIN 1-1/4 IN. WIDE BY 2 IN. LONG ANCHOR TABS FOR SECUREMENT
TO FLOOR SURFACE. RETAINER TABS 1-1/4 IN. WIDE BY 3/4 IN. LONG AND LOCATED OPPOSITE THE ANCHOR TABS ARE FOLDED 90
DEG TOWARDS THE PIPE SURFACE TO MAINTAIN THE ANNULAR SPACE AROUND THE PIPE AND TO RETAIN THE FILL MATERIAL. FOR \
NOM 2 IN. DIAM (OR SMALLER) PVC AND CPVC PIPES IN 1 HR RATED ASSEMBLIES, RETAINER TAB LENGTH MAY BE REDUCED TO
1/2 IN. COLLAR SECURED TO THE SURFACE OF FLOOR WITH WOOD SCREWS AND WASHERS AT EVERY OTHER ANCHOR TAB. A NOM
1/2 IN. WIDE STAINLESS STEEL HOSE CLAMP SHALL BE SECURED TO THE COLLAR AT MID-DEPTH.
B. FILL, VOID OR CAVITY MATERIAL* -- SEALANT -- MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH
WITH TOP SURFACE OF THE FLOOR. MIN 1/2 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS FLUSH WITH THE BOTTOM SURFACE OF THE LOWER PLATE. FILL MATERIAL ALSO INSTALLED TO COMPLETELY FILL THE STEEL COLLAR.
1. FLOOR-CEILING ASSEMBLY -- THE 1 OR 2 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTEDOF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY.
THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE RATING OF THE FLOOR-CEILING AND WALL ASSEMBLIES. THE GENERAL CONSTRUCTIONFEATURES OF THE FLOOR-CEILING ASSEMBLY ARE SUMMARIZED BELOW:
A. FLOORING SYSTEM -- LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 5 IN.
B. JOISTS -- NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH END FIRESTOPPED
C. FURRING CHANNELS -- (NOT SHOWN) -- (NOT SHOWN) (AS REQUIRED) - RESILIENT GALVANIZED STEEL FURRING INSTALLED IN
ACCORDANCE WITH THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES DESIGNS IN THE FIRE RESISTANCE DIRECTORY. D. GYPSUM BOARD* -- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN, MAX DIAM OF OPENING IS 5 IN.
1.FLOOR-CEILING ASSEMBLY - THE 1 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED
OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY.THE GENERAL CONSTRUCTION FEATURES OF THE FLOOR-CEILING ASSEMBLY ARE SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* ASSPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF OPENING SHALL BE 5 IN.
B.WOOD JOISTS* - NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES ORSTRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.GYPSUM BOARD* - NOM 5/8 IN. THICK, 4 FT WIDE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
2.CLOSET FLANGE - ACRYLONITRILE BUTADIENE STYRENE (ABS) OR POLYVINYL CHLORIDE (PVC) CLOSET STUB SIZED TO ACCOMMODATE DRAIN PIPE.CLOSET FLANGE INSTALLED OVER DRAIN PIPING WITHIN FLOOR OPENING WITH FLANGE SECURED TO PLYWOOD FLOOR WITH STEEL SCREWS. ANNULAR
SPACE BETWEEN CLOSET FLANGE AND PERIPHERY OF OPENING SHALL BE 1/4 IN.
3.DRAIN PIPING - NOM 4 IN. DIAM SCHEDULE 40 ACRYLONITRILE BUTADIENE STYRENE (ABS) OR POLYVINYL CHLORIDE (PVC) DRAIN PIPE AND 90
DEGREE ELBOW FOR USE IN VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. PIPE INSTALLED CONCENTRICALLY WITHIN FIRESTOP SYSTEM.
4.FILL, VOID OR CAVITY MATERIALS* - SEALANT - MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS,FLUSH WITH THE BOTTOM SURFACE OF FLOOR.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC - CP 606 FLEXIBLE FIRESTOP SEALANT OR FS-ONE SEALANT
5.WATER CLOSET - (NOT SHOWN) - FLOOR MOUNTED VITREOUS CHINA WATER CLOSET.
L53.8597;*BEARING THE UL CLASSIFICATION MARK
(MAINTAIN FLOOR SYSTEM FIRE RATING)RUN PIPING IN JOIST AS REQURED IN AREAS ABOVE SOFFITS
THROUGH FLOORING SYSTEM MAX 1/2 IN. LARGER THAN THE OUTSIDE DIAM OF THROUGH-PENETRANT. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED
ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE T RATING IS DEPENDENT ON THE SIZE OF THE THROUGH-PENETRANT. FOR 2 HR RATED
STUD/GYPSUM WALLBOARD CHASE WALL HAVING A FIRE RATING CONSISTENT WITH THAT OF THE FLOOR-CEILING ASSEMBLY. THE CHASE WALL SHALLBE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE ULFIRERESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTIONFEATURES:
C. FIRESTOP DEVICE* -- FIRESTOP COLLAR -- AS AN ALTERNATE TO ITEM A FILLED WITH B ABOVE. FIRESTOP COLLAR SHALL BE INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. COLLAR TO BE INSTALLED AND LATCHED AROUND THE PIPE AND PLUMBING FIXTURE SCHEDULE
PLUMBING PIPING AND SYMBOLS
ELECTRICAL DATA
KW VOLT PH
TYPESYMMANUFACTURERMODEL NUMBER
ELECTRIC WATER HEATER SCHEDULE
REMARKSLOCATION
WH-1 BUILDING 'F'A.O.SMITH ECT 40 ELECTRIC 40 -21 4500 6000 5 240 1 8" DEEP 17 GAUGE WATER TIGHT PAN, WITH 3/4" DRAIN
RECOVERY INGPH @ 90°FRISE MAXIMUM
STORE INGALS.
HEAD(FT)
PLUMBING COMPONENTS SCHEDULE
WH-2
GENERAL PLUMBING NOTES
NOTES:1.PROVIDE FACTORY MOUNTED CONTROL CIRCUIT TRANSFORMER FOR STEPPING DOWN LINE VOLTAGE TO CONTROL VOLTAGE. POWER WIRING BY ELECTRICIAN, CONTROL WIRING BY MECHANICAL CONTRACTOR.
DOMESTIC HOT WATER BOILERS-BURNERS SCHEDULE
PROVIDE COMBINATION COMBUSTION AIR INTAKE ANDFLUE EXHAUST TO CONCENTRIC WALL TERMINAL KIT
THERMOSTATIC TEMPERING VALVE SCHEDULE
SCHEDULE OF PUMPS
BUILDING 'L'A.O.SMITH ECT 40 ELECTRIC 40 -21 4500 6000 5 240 1 8" DEEP 17 GAUGE WATER TIGHT PAN, WITH 3/4" DRAIN
STANDARD
ELEMENT WATTAGE
SCHEDULE OF EXPANSION TANKS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
P2.1
PLUMBING
SCHEDULES, NOTES,
SYMBOLS AND
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
4223
BACKFLOW PREVENTER, SEE DETAIL THIS SHEET
GATE VALVE (TYPICAL)
UNION (TYPICAL)
WATER METER (TYPICAL)
PRESSURE GAUGE (TYPICAL)
ADJUSTABLE PIPE SUPPORT (TYPICAL)
CHECK VALVE (TYPICAL)
SHUT OFF VALVE (TYPICAL)
EXTERIOR WALL
1" MIN.
SCH. 40 GALV. STEEL
PIPE SLEEVE (1"∅ LARGER
THAN PIPE OUTSIDE DIAMETER)
ANCHOR COLLAR
RISER CLAMP
PLUMBING ABBREVIATIONS
2 N.T.S.
TRAP GUARD
DETAIL
1 N.T.S.
FLOOR DRAIN
DETAIL
3 N.T.S.
FLOOR CLEANOUT
DETAIL
6 N.T.S.
TYPICAL PIPE HANGER DETAIL
DETAIL
10 N.T.S.
WALL PENETRATION
DETAIL
5 N.T.S.
FLOOR PENETRATION WITH
SLEEVE 8 N.T.S.
TYPICAL WATER HAMMER ARRESTOR
DETAIL
12 N.T.S.
VENT THROUGH ROOF
DETAIL
7 N.T.S.
DOMESTIC WATER SERVICE ENTRY
DETAIL
9 N.T.S.
REDUCED PRESSURE BACKFLOW
PREVENTER
11 N.T.S.
GAS SERVICE CONNECTION
DETAIL
4 N.T.S.
MAKEUP WATER
DETAIL
COLD WATER
BALL VALVE
SUPPLY MAIN
BRANCH
CLOSET OR URINALFLUSH VALVE, WATER
FIXTURE.ARE OMITTED AT EACH INDIVIDUALBE INSTALLED WHEN AIR CHAMERS
COLD WATERBRANCH
SIZE AND LOCATIONMAINS, SEE PLANS FOR
MIN.12"HOT WATERBRANCH
2. WATER HAMMER ARRESTORS MUST BE
USED WHEN WATER FLOW IS CONTROLLED
BY SOLENOID VALVE, FLUSH VALVEOR OTHER QUICK CLOSING DEVICE.
AIR CHAMBER
HOT OR COLD
SUPPLY MAIN
SUPPLYBRANCH
SINGLE FIXTURE
BRANCH
BALL VALVE
3. WATER HAMMER ARESTORS MUST
WATER HAMMER ARRESTOR
AT ALL WATER HAMMER4. PROVIDE AN ACCESS PANEL
ARRESTOR LOCATIONS.
SUPPLY
SHOWER
WATER CLOSET WITH TANK
NOTES
LAVATORY OR SINK
1. PROTECT SYSTEM AGAINST WATERHAMMER WITH MINIMUM 12" LONGFULL SIZE AIR CHAMBERS PLACED
ON EACH INDIVIDUAL SUPPLY
OF EACH FIXTURE.
BRANCH
MULTIPLE FIXTURE GROUPING WATER HAMMER ARRESTOR
DOMESTIC COLD WATER
SERVICE FROM STREET MAIN 12" TO30" AFF
2. ESCUTCHEONS
1. PIPE SLEEVES (REFER TO DETAILS 2 & 3/P3)
NOTES:
PIPE
CENTER LINE
1/2" MIN
6"
6"
NEW PIPE INSULATION12" ON EACH SIDEOF NEW HANGER SEESPECIFICATION
NEW CLEVIS HANGERSIZE AS REQUIRED
PROVIDE ADJUSTINGNUT (NOT SHOWN)JOIN INSULATION ATJOINTS WITH HEAVYDUTY TAPE WRAP.
PIPE, SEE PLANSFOR EXACT SIZEAND TYPE
SIZE SHIELD 1/2" ABOVE MINIMUM
CENTER LINE OF INSULATION TO
PREVENT INSULATION FROM
COMPRESSING
HANGER ROD SIZE
AS REQUIRED
A. PIPE SLEEVES THROUGH FIRE-RATED MASONRY PARTITIONS OR
FOUNDATION WALLS SHALL BE SCHEDULE 80 BLACK STEEL WITH
MAXIMUM OF 1/2" CLEARANCE BETWEEN SLEEVE AND PIPE.SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION OR WALL.
B. PIPE SLEEVES THROUGH FIRE-RATED STUD PARTITIONS SHALL BE #18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1" CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION.
A. ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZED ALUMINUM OR CHROME-PLATED BRASS.
B. ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAINBRASS, ALUMINUM, GALVANIZED STEEL OR CAST IRON.
C. ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNALSPRING TENSION OR SET SCREW.
FIRE-RATED MASONRY ORFIRE-RATED STUDPARTITION. SEE NOTES
PACK VOID SPACE WITH
FIRE STOPPING MATERIAL
(3M CAULK CP25 OR
EQUIVALENT)
STEEL PIPESLEEVE. SEENOTES
REQUIREDCLEARANCE.SEE NOTES
ESCUTCHEONS.SEE NOTES THIS DETAIL
AIR SEPARATOR, SEEMECHANICAL PLANS
3/4" DRAIN
CW
STRAINER
RPZ BACK FLOW PREVENTOR
POINT OF CONNECTION
1"
IN
OUT
FINISH FLOOR
DRAIN PIPING
CLEAN OUT BOX
CLEAN OUT PLUG
CLEAN OUT BOX SHALLBE INDEPENDENT OFPIPE TO ALLOWMOVEMENT WITHSETTLEMENT OF GRADEINSTALL COVERFLUSH W/ FINISHFLOOR
SHORT LENGTH
OF PIPE
FURNISHED
W/CLEAN OUT
BOX
UNDERGROUND PIPING
INSTALL PROSETTRAPGUARD (ORAPPROVED EQUALAS PER
MANUFACTURERS
INSTRCTIONS)
TYPICAL FLOOR
DRAIN. SEE DETAIL
1/P3.1 ~TILE FLOOR
CONCRETE FILL STRAINERADJUSTABLENICKLE BRONZE
THREADED, CAULKED OR
CLAMP WITHWEEP HOLES
NO-HUB CONNECTION
CEMENT BED
AT WEEP HOLESLOOSE GRAVEL
FLASHING
STRUCTURAL SLAB
WATERPROOFMEMBRANE
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CONSTRUCTION AND PITCH OF ROOF
NOTES:MIN. 12"12" MIN.
VENT STACK OR STACK VENT
INCREASER (WHEN REQUIRED)
ROOF CONSTRUCTION
INSULATION
FLEX MF/R FIELD
MEMBRNAE
HEAT WELDED SEAM
FLEX
FABRICATED
PIPE FLANGEFLEX PLATES
AND FASTENERS
STAINLESS STEEL CLAMP
FLEX APPROVED CAULKING
VENT STACK
OUTIN
DOMESTIC WATER SERVICE TO BUILDING. SEE PLANSFOR SIZE, LOCATION AND ROUTING
FIRE PROOFCAULKING TYPE3M "FIRE SEAL"OR APPROVEDEQUAL
EXISTING FLOORSTRUCTURE
FINISHED FLOOR
DESCRIPTIONABBREVIATION ABBREVIATION DESCRIPTION
EXISTING HOT WATER
EXISTING NATURAL GASEG
EHW
FCO
CO
G
FLOOR CLEANOUT
CLEANOUT
NATURAL GAS
HW
HWR
V
CW
HOT WATER
COLD WATER
VENT
WASTE
FINISHED
W
FIN.
D
FD
CEILING
VALVE
TYPICAL
FLOOR
BEHIND
ACCESS PANELA.P.
BEH
FLR
TYP.
VL.
CLG.
WHA
HB
BV
GL.VL.
VENT THRU ROOF
EXISTING
BELOW
ABOVEABV.
BEL.
EXIST.
V.T.R.
CV
GV
ESD
ESS
COMBINATION WASTE & VENT
DRAIN
FLOOR DRAIN
WATER HAMMER ARRESTER
HOSE BIBB
GLOBE VALVE
BALL VALVE
CW&V
CHECK VALVE
GATE VALVE
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
BACKFLOW PREVENTERBFP
SLEEVE ROOF CONSTRUCTIONAS REQUIRED (PROVIDE FIRERATED CAULKING WHENREQUIRED BY LOCAL CODES)
FOR CONNECTIONFLOOR DRAIN. SEE PLANS
1" DRAIN LINE
PREVENTERBACKFLOW
OUTLETINOUT
STRAINER
AIR GAP FITTING
PIPE DISCHARGE LINE
TO APPROVED RECEPTOR OR
INLET
3/4" BLOW DOWNBALL VALVE W/ 3/4"HOSE THREADCONNECTION
PIPE, SEE PLANS
FOR SIZE AND
LOCATION
BALL VALVE
PROVIDE A METALSUPPORT PLATE WHENDRAIN IS INSTALLED IN
AN EXISTING FLOOR -
CAULK AROUND DRAIN
PRIOR TO RE-GROUTING
SUPPLYTO TENANT
GRADE
TEE WITH BUSHING10 PLUG
TEE WITHBUSHING AND 10PLUG
GAS PRESSURE
REGULATOR
INSULATING UNION
TEE WITH
BUSHING AND 10
PLUGGAS COCK
(TYPICAL)ANODELESS RISER
BUTT WELDEDSERVICE TEE
CAST IRON
EXTENSION TYPE
SERVICE BOX
GAS MAIN
HOT TAP VALVE
SWING JOINT OUTLET
(POLY)SERVICESHUT-OFF VALVE WITH50 SQ. OPERATING NUT
HOT WATER RECIRCULATION
SS-1 SERVICE SINK
S-1 SINK
L-1 LAVATORY
WATER CLOSETWC-1
WATER HEATERWH-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
P3.1
PLUMBING DETAILS
AND ABBREVIATIONS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
TYPICAL BUILDING 'B'
SANITARY RISER DIAGRAM
AQ
FLOW
STRAINER(TYP.)
1.
FIXEDSHOWERHEAD
36"
8
L-1 WC-1
B-1
2"
2"2"
2"
L-1
2"
2"
WC-12"
2"
B-1
2"
L-1
2"
2"
WC-12"
B-1
2"
L-1
2"
2"
WC-12"B-1
2"
2"
4"
4"
4"
VTR
2"
2"
2"
4"
4"
4"
T
SHUT-OFF VALVE (TYP.)
THERMOMETER 3" FACE (TYP.)
UNION (TYP.)
VOLUME CONTROL VALVE
UNION (TYP.)
HOT WATER SUPPLY
THERMOSTATICTEMPERING VALVE
INTEGRAL CHECK
STOPS (TYP.) WITH
REMOVABLE STRAINERCARTRIDGE
140°F WATER TOPOT SINK
120° F TEMPEREDWATER TO FIXTURES
COLD WATER SUPPLY TFFO
OCLDOHALL BRONZE, IN-LINE CIRCULATOR PUMP WITH FLANGED CONNECTIONSPROVIDED BY PLUMBING CONTRACTOR, WIRED BY ELECTRICALCONTRACTOR. REFER TO PUMP SCHEDULE FOR ADDITIONAL NFORMATION
CHECK VALVE (TYP.)
TO WATER
HEATER
FLOW
PLUG VALVE (TYP.)
PIG TAIL (TYP.)
DIAL TYPE PRESSURE
GAUGE (O-100 PSIG)
TIMECLOCK FOR CONTROL OF PUMP (WHEREREQUIRED BY CODE) PROVIDED BY PLUMBINGCONTRACTOR, WIRED BY ELECTRICALCONTRACTOR. SEE NOTE #1
DIRECT ACTING AQUASTAT FORCONTROL OF PUMP (WHEREREQUIRED BY CODE) PROVIDEDBY PLUMBING CONTRACTOR,WIRED BY ELECTRICALCONTRACTOR. SEENOTE #1.
TO WATERHEATER
BALL OR LUG
BUTTERFLY VALVE
(TYP.)
REDUCING TEE (OR TEST PLUG FOR
INSERTION OF GAUGE)
CIRCULATING PUMP GENERAL NOTES:
THE DOMESTIC WATER RE-
CIRCULATION PUMP SHOULD RUN
CONTINUOUSLY TO PREVENT TOGROWTH OF LEGIONELLA BACTERIAIN THE PIPE RUNS. THIS PUMPSHOULD BE EXCLUDED FROMENERGY CONSERVATIONMEASURES. REFER TO OSHATECHNICAL MANUAL, SECTIONSECTION II, CHAPTER 7. AQUASTAT AND TIMECLOCK SHALL NOTBE PROVIDED UNLESS SPECIFIEDBY LOCAL CODEOFFICIAL IN WRITING.
1 N.T.S.
DOMESTIC HOT WATER CIRCULATING PUMP
DETAIL
1 1/2" VENT UP INWALL FROM DRAIN.
1/2" H & CW, RUN
ABOVE CEILING TO
SHOWER VALVE.
1 1/2" VENT, RUN ABOVE
CEILING TO BRANCH OR
MAIN VENT SYSTEM.
40"
A.F.F.
APPROX.
6" MIN.8" MAX.
1/2" TEMPERED WATERTO SHOWER HEAD AND
HAND SPRAY
P-TRAP
3" WASTE, BURIED, TO
BRANCH OR MAIN WASTE
SERVICE.
FINISHED SHOWER FLOOR
DETAIL NOTE:
FLOOR DRAIN
SHOWER MIXING VALVE.MOUNT VALVE INSIDEOF SHOWER ENCLOSURE.SET VALVE SET POINTAT 110°F MAXIMUM.
TUB /
SHOWERENCLOSURE
SHOWER HEAD/HAND SPRAYDIVERTER VALVE(IN SHOWER ENCLOSURE)
TUB SPOUT WITH
DIVERTER
TUB SPOUT DIVERTER VALVE
(IN SHOWER ENCLOSURE)
REFER TO ARCHITECTURAL
DRAWINGS AND ADA
REQUIREMENTS FOR FIXTURE
MOUNTING REQUIREMENTS
4
TYPICAL TUB/SHOWER PIPING
INSTALLATION DETAIL - ACCESSIBLE TYPE
FLOOR CONSTRUCTION
FINISHED FLOOR
STORM LEADER SIZEAS PER DWG.CAULKING& HOT POURPJ COMPOUND
X.H.C.I. PIPE SIZE
AS PER DWG.
C.I. TEE BRANCHCLEANOUT SIZEAS REQ.
2 N.T.S.
TYPICAL STORM LEADER
DETAIL
CAST IRON TEEBRANCH CLEANOUT
SIZE: AS NOTEDON DRAWING
JOSAM 8770(SATIN FINISH)ACCESS DOOR,WITH CASTBRASS CLEANOUTPLUG DOOR TO BEALIGNED BOTHVERTICALLY &HORIZONTALLYWITH MASONRYSCOURS
3
CLEANOUT ACCESS DOOR
ON WALL DETAIL
MAY EXTEND ASWASTE OR VENT
PLUGGED TEEWITH CLEANOUT
CHROME WALLPLATE ANDSCREW
WALL
1/8 BEND -CI SOIL PIPE
BALANCE OFPIPING SAME ASCLEANOUT TOGRADE
FLOOR SLAB
5 N.T.S.
WALL CLEANOUT
DETAIL
2" CW SUPPLY
P&T RELIEF VALVEPIPED TO DRAIN PERCODE (TYPICAL)
THERMOMETER
THERMOSTATIC WATER
CONTROLLERSYMMONS TEMPCONTROL 5-1000A-PWVWITH SPARE RC CARTRIDGECOORDINATE / CONFIRM VALVESELECTION WITH OWNER
2" CW
THERMOMETER
120° TEMPERED WATER
TO SHOWERS, LAVS, ETC.
1"
CIRCULATING PUMP
3" HW
CW SUPPLY TO FIXTURES
2" CW
BACKFLOW PREVENTERS
PER LOCAL CODES (TYPICAL)
3"
1" CW
DOMESTIC WATEREXPANSION TANK
INDIRECT DOMESTIC HOT WATER
STORAGE TANK (TYPICAL FOR 2)
NOTES :
MIN. 30" SQUARE 2 1/2" LB TO 4 LB LEAD FLASHING. SET ON FINISHEDROOFING FELTS IN MASTIC. PRIME TOP SURFACE BEFORE STRIPPING
MEMBRANE PLIES METAL FLASHING AND FLASH-IN PILES EXTEND UNDER CLAMPING
RING. STRIPPING MEMBRANE EXTENDS 4" BEYOND EDGE OF FLASHING SHEET BUT
NOT BEYOND EDGE OF SUMP.
ROOF INSULATION(TAPER 24" TODRAIN)
LEAD FLASHING
DECK CLAMP
STRIPPING FELTS
CLAMPING RING
STRAINER
10 N.T.S.
ROOF DRAIN
DETAIL
7 N.T.S.
THERMOSTATIC MIXING VALVE (TMV-1) PIPING
DETAIL
1"
B-1
ET-1
RECIRCULATING PUMP
DOMESTIC HOT
WATER BOILER
11 N.T.S.
SCHEMATIC DOMESTIC HOT WATER PIPING
DIAGRAM
HOT WATER RECIRCULATION
ET-2
TMV-1
6 N.T.S.
IN-LINE PUMP
DETAIL
PRESSURE GAUGE (TYPICAL)
GATE VALVE
STRAINER WITH BLOW DOWN VALVE
DIRECTION OF FLOW
IN-LINE CIRCULATOR PUMP
UNION (TYPICAL)
PIPE HANGERS - PROVIDE DOUBLEDEFLECTION NEOPRENE (TYPE HN) FORFIRST TWO ON EACH SIDE OF PUMPSUPPORT PUMP BY PIPING ONLY
CHECK VALVE
BALANCING VALVE
LONGITUDINAL BRACING
PIPE HANGEROR SUPPORT
ADJUSTABLE HALF HINGE
ROD STIFFENERMAY BEREQUIRED
ROD STIFFENER
ALL THREADED ROD
CLEVIS HANGER
PIPE SLEEVE
ADJUSTABLE HINGE
CHANNELTRANSVERSE BRACE(9'-4" (2.8M) MAX. LENGTH)
1 (Min.)
2 MAX
1 MIN
CLEVIS HANGER TRANSVERSE BRACING
ADJUSTABLE HINGETRANSVERSE BRACE
CHANNELTRANSVERSEBRACE(9'-4" (2.8M)
MAX. LENGTH)
40 FEET ON CENTER
CHANNEL-SIZE AS REQUIRED
CHANNEL
LONGITUDINAL
BRACE
(9'-4" (2.8M)
MAX. LENGTH)
4"(101mm)
APPROVED SPLITSTEEL HANGER
PIPE STRAPS
TRANSVERSE BRACE(9'-4" (2.8M) MAX. LENGTH)
1
ADJUSTABLE HINGE
ROD STIFFENER
LONGITUDINAL BRACES(9'-4" (2.8M) MAX. LENGTH)
ALL THREADED ROD
6'-0" MAXSUPPORTING STRUCTURE EXPANSION ANCHORSHOWN FOR EXAMPLE
2 MAX1 MIN
1 (Min.)
SUPPORTING STRUCTURE
2 MAX
1 MIN
9 N.T.S.
SEISMIC RESTRAINT FOR SUSPENDED
PIPING
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
P3.2
PLUMBING DETAILS
Dakota
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11/01/2017
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No.Description Date
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)
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
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1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.1
FIRE PROTECTION
PLAN BLDGS 'A', 'B', 'C'
- LEVEL 1
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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
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
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Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.2
FIRE PROTECTION
BLDGS 'A', 'B', 'C' -
LEVEL 2
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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)
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
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Project Number
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1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.3
FIRE PROTECTION
PLAN BLDGS 'A', 'B', 'C'
LEVEL 3
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BUILDING B
(LEVEL 3)
BUILDING A
(ATTIC LEVEL)
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
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
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Date
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1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.4
FIRE PROTECTION
BLDGS 'A', 'B', 'C' -
LEVEL 4
Dakota
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SPRINKLER
MAIN TO
CONNECTWITH MAINBELOW
No.Description Date
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
(LEVEL B)
BUILDING C
(LEVEL 2)
BUILDING A
(CRAWL SPACE)
BUILDING G
BUILDING D
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
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UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.B
FIRE PROTECTION
PLAN BLDG A-CRAWL
SPACE BLDG B -
LEVEL B BLDG C -
LEVEL 2
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UP
UP
UNIT C-1
(2 BEDROOM)UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCEROOM
BOILER
ROOM
SPRINKLER
ROOM
BUILDING B
(LEVEL SB)
BUILDING C
(LEVEL 1)
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
ET2
AS2
B1
ET1
TMV1
P1
P2
6"ø
SPRINKLER BACKFLOWAND RISER VALVES
SPRINKLER SERVICE IN
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
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1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.SB
FIRE PROTECTION
PLAN BLDG 'B', 'C' -
LEVEL 1
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UP
DNDN
DN
DNDN
DN
BUILDING D
LEVEL 1
UNIT D-1
(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE WAITINGAREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESS
ROOM
BUILDING E
LEVEL 1
SPRINKLER MAINUP FROM 1STLEVEL
SPRINKLER MAIN
UP FROM 1ST
FLOOR
BUILDING D
LEVEL 2
BUILDING E
LEVEL 2
UNIT D-3
(2 BEDROOM)
UNIT D-4
(1 BEDROOM)
UNIT E-2(2 BEDROOM)
UNIT E-3
(2 BEDROOM)
SPRINKLER
MAIN UP TO 2ND
LEVEL
SPRINKLERMAIN UP TO 2NDLEVEL
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
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UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-FP1.1
FIRE PROTECTION
PLANS BLDGS 'D', 'E' -
LEVEL 1 & 2
Dakota
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No.Description Date
COMMUNITY ROOM (OPENABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM (OPEN
ABOVE)
TOILET
SPRINKLER MAINUNDERGROUND
FROM BUILDING "C"
BUILDING F
LEVEL 1
SPRINKLER MAINTO 2ND LEVEL
1" VALVE FOR
ELEVATOR PIT
SPRINKLER
1" VALVE. SIDEWALLSPRINKLER DOWNTO ELEVATORPIT AT 2'-0" FROMABOVE FLOOR
BOILER ROOM
FITNESS ROOM BELOW
COMMUNITY BELOW
TOILETS BELOW
BUILDING F
2ND LEVEL
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
F-FP1.1
FIRE PROTECTION
PLANS BLDG 'F' -
LEVELS 1 & 2
Dakota
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A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
SPRINKLER MAIN
FROM 1ST LEVEL
1" VALVE
UPRIGHT SPRINKLER
AT TOP OF ELEVATOR
SHAFT
No.Description Date
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)
BUILDING K
BUILDING H
BUILDING G
UNIT G-4
(1 BEDROOM)
UNIT G-3
(1 BEDROOM)UNIT G-2
(1 BEDROOM)
UNIT G-1
(2 BEDROOM)
BUILDING G
(CRAWL SPACE)
SPRINKLER MAINUP TO LEVEL 1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
G-FP1.1
FIRE PROTECTION
PLANS - BUILDING 'G' -
CRAWL SPACE AND
LEVEL 1
Dakota
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11/01/2017
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A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
SPRINKLER MAINDOWN TOCRAWL SPACE
No.Description Date
UNIT H-1(1 BEDROOM)
UNIT H-2(2 BEDROOM)
METER
ROOMLAUNDRY
ROOM
BOILER AND
SPRINKLER
ROOM
JANITOR
LOBBY
BUILDING H
BUILDING J
BUILDING KUNIT K-2(1 BEDROOM)
UNIT K-4(1 BEDROOM)
UNIT K-1(1 BEDROOM)
UNIT K-3(1 BEDROOM)
BUILDING G
BUILDING M
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
HK-FP1.1
FIRE PROTECTION
PLANS BLDGS 'H' & 'K' -
LEVEL 1
Dakota
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11/01/2017
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A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING J
UNIT J-8(2 BEDROOM)
UNIT J-7(1 BEDROOM)
UNIT J-6(1 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)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-FP1.1
FIRE PROTECTION
PLAN BLDG 'J' - LEVEL
1
Dakota
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A
B
D E
C F
G H
J
K
L M
NORTH
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No.Description Date
MAINTENANCE
OFFICE/ STORAGE
SPRINKLER MAINFROM M BUILDING
UNDERGROUND
SPRINKLER MAINTO L BUILDING
SPRINKLER SERVICE IN
WITH BACKFLOW AND
RISER VALVES
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)
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)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-FP1.1
FIRE PROTECTION
PLANS BLDGS 'L' & 'M'
Dakota
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B
D E
C F
G H
J
K
L M
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No.Description Date
FS TS
FIRE PROTECTION LEGEND
OS&Y WITH TAMPER SWITCH
UPRIGHT SPRINKLER
CONCEALED PENDENT SPRINKLER HEAD
FIRE SERVICE
WET SYSTEM SPRINKLER PIPING
INSPECTOR'S TEST STATION
FIRE DEPARTMENT CONNECTION (WALL MOUNTED)
CAPPED OR PLUGGED PIPE
REDUCER PIPE
ELBOW DOWN
FLOW SWITCH ALARM
TAMPER SWITCH ALARM
ELBOW UP
CHECK VALVE
PRESSURE SWITCH ALARM
PENDENT SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
HOSE VALVE
WET VALVE
COMBINATION SPRINKLER PIPING
OS&Y WITH TAMPER SWITCH
F
DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL
COMB. SPR.
THE CONTRACTOR SHALL RECEIVE APPROVAL
OF THE OWNERS INSURANCE CARRIER, LOCAL
FIRE MARSHALL AND LOCAL BUILDING OFFICIALPRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEHYDRAULIC CALCULATIONS AND DETAILED LAYOUT
OF PIPING, PIPE SIZES AND SPRINKLER HEAD
LOCATIONS IN ACCORDANCE WITH THE LATESTEDITION OF NFPA 13 AND ITS INTERPRETATIONS.
ADD SEISMIC BRACING TO SPRINKLERSYSTEM AS REQUIRED TO MEET CURRENT
NFPA AND BUILDING CODES
SPRINKLER SYSTEM HYDRAULICALLY DESIGNED
TO PROVIDE 0.10 GPM PER SQUARE FOOTOVER THE MOST REMOTE 1500 SQUARE FOOTAREA WITH A 100 GPM ALLOWANCE FOR ATOTAL COMBINED INSIDE AND OUTSIDE HOSESTREAMS. SPRINKLER HEAD SPACING AT 225SQUARE FEET MAXIMUM. SPRINKLERTEMPERATURE RATING OF 135°F TO 170°FMAXIMUM WITH 1/2" ORIFICE.
FIRE PROTECTION ABBREVIATIONS
PROVIDE COMPLETE AND OPERATIONAL FIRE PROTECTION SYSTEMS INCLUDING ALL NECESSARY MATERIAL, LABOR, ANDEQUIPMENT.
THE TERM "PROVIDE" SHALL MEAN FURNISH, INSTALL, CONNECT, AND MAKE OPERABLE.
THE TERM "INDICATED" SHALL MEAN AS SHOWN IN CONTRACT DOCUMENTS (DRAWINGS SPECIFICATIONS AND RELATEDATTACHMENTS).
THE TERM "REMOVE" SHALL MEAN TO DISCONNECT, REMOVE AND LEGALLY DISPOSE OF, IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL REGULATIONS
ALL EQUIPMENT AND MATERIAL SHALL BE LABELED, LISTED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS INACCORDANCE WITH ALL STATE AND LOCAL GOVERNING AUTHORITIES.
ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS WHICH MAYAPPLY.
THE CONTRACTOR MAY SUBSTITUTE EQUIPMENT OF ANOTHER MANUFACTURER IF IT IS OF EQUAL QUALITY AND RATING,
SUBJECT TO THE OWNER'S AND ENGINEER'S REVIEW AND ACCEPTANCE.
THE CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S CATALOG NUMBERS WITH MANUFACTURERS FOR CURRENT
CONFIGURATIONS AND FUNCTIONS.
FIRE PROTECTION PLANS, AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONSVISIBLE AND/OR HIDDEN THAT MAY EXIST. THE CONTRACTOR MUST VISIT THE JOB SITE TO BECOME FAMILIAR WITHCONDITIONS AND ASSUME RESPONSIBILITY FOR CONDITIONS THEREOF, BEFORE BIDDING AND DURING THE CONDUCT OF
WORK.
ALL APARTMENTS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY WITH 225 SQ FT. MAX BETWEEN SPRINKLERS. VIKINGVK605 16X20 EXTENDED COVERAGE SIDEWALL SPRINKLERS WERE USED IN APARTMENTS WERE INDICATED.
BEFORE SELECTING MATERIALS AND/OR EQUIPMENT AND PROCEEDING WITH THE WORK, INSPECT ALL AREAS TO INSURE
SUITABILITY, FIT, CLEARANCES, AND INTERCONNECTIONS.
PROVIDE THE OWNER WITH ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.
PROVIDE SHOP DRAWINGS INCLUDING BUT NOT LIMITED TO "AS-BUILT" DRAWING LAYOUTS OF EQUIPMENT & PIPING.
SPRINKLER PIPING SIZES INDICATED ARE BASED ON PIPING SCHEDULE METHOD FOR BASIS OF PRICING PURPOSESONLY. CONTRACTOR STILL RESPONSIBLE FOR HYDRAULIC CALCULATIONS.
COORDINATE SPRINKLER HEAD LOCATION WITH OWNER, TENANT FIT-UP DRAWINGS & NEW & EXISTING CEILING GRIDS.
GENERAL FIRE PROTECTION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
FS
TS
P
GENERAL LAYOUT REQUIREMENTS:
SEISMIC REQUIREMENTS
LIGHT HAZARD OCCUPANCY
FS FLOW SWITCH ALARM
TS TAMPER SWITCH ALARM
CV CHECK VALVE
FIRE PROTECTION SERVICEFP
D DRAIN
SPR SPRINKLER PIPING
ABBREVATION DESCRIPTION
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
ELEVATIONELEV
DN DOWN
FIRE DEPARTMENT CONNECTIONFDC
U.O.N.UNLESS OTHERWISE NOTED
HOSE RACK
SP STANDPIPE
H.R.
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
FP2.1
FIRE PROTECTION
LEGENDS, NOTES AND
ABBREVIATIONS
Dakota
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11/01/2017
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No.Description Date
1 NOT TOSCALE
HANGER
DETAIL
2 NOT TOSCALE
WALL/FLOOR PENETRATION
DETAIL
NOT TOSCALE
TRENCHING
DETAIL6
4 NOT TOSCALE
TEST CONNECTION
DETAIL
NOT TOSCALE
FOUNDATION WALL PENETRATION
DETAIL3
NOT TOSCALE
SIDEWALL SPRINKLER
DETAIL9
NOT TOSCALE
CONCEALED PENDENT SPRINKLER
DETAIL8
5 NOT TOSCALE
SEISMIC PIPE HANGING
DETAILS
NOT TOSCALE
FIRE PROTECTION SERVICE ENTRY
DETAIL7
NOT TOSCALE
UPRIGHT SPRINKLER
DETAIL10
11 NOT TOSCALE
FLOOR MAIN CONTROL
DETAIL
4"
1. PIPE SLEEVES
FIRE RATED MASONRY OR
FIRE RATED STUD PARTITION.
SEE NOTES.
PACK VOID SPACE WITH FIRESTOPPING MATERIAL (3MCAULKCP25 OR EQUIV.)
STEEL PIPE SLEEVE. SEE NOTES
ESCUTCHEONS. SEE NOTES
PIPE SLEEVES THROUGH FIRE-RATED MASONRY PARTITIONSSHALL BE SCHEDULE 80 BLACK STEEL PIPE. SLEEVE
SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION OR
WALL.
PIPE SLEEVES THROUGH FIRE-RATED STUD PARTITIONS SHALL
BE #18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1"
CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALLBEEQUAL IN LENGTH TO DEPTH OF PARTITION.
A.
NOTES:
REQUIREDCLEARANCE.SEE NOTES.
B.
ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZEDALUMINUM OR CHROME PLATED BRASS.
ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAINBRASS, ALUMINUM, GALVANIZED STEEL OR CAST IRON.
ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNAL
SPRING OR SET SCREW.
C.
B.
2. ESCUTCHEONS
A.
HANGER ROD SIZE AS REQUIRED
EXACT SIZE AND TYPEPIPE, SEE PLANS FOR
(NOT SHOWN)PROVIDE ADJUSTING NUT
AS REQUIREDNEW BAND OR CLEVIS HANGER
NOTE: TIE DRAIN LINESTOGETHER WITH CHECK VALVESAS REQUIRED AND ROUTE TODISCHARGE AT FLOOR DRAIN
DRAIN TO FLOOR DRAIN
ACCESSIBLE LOCATION
TEST VALVE IN READILY
CONCRETE SPLASH BLOCK
GRADE
45° ELL
EXTERIOR WALL
FIRST FLOOR
SECOND FLOOR
FINISHED FLOOR
PIPE STAND AS REQUIRED
AIR GAP FITTING
PIPE STAND AS REQUIRED
TS TS
FS
TS
FLOW SWITCH
ANCHOR COLLAR / 2"WATER STOP/CONTINUOUSLYWELDED ON BOTH SIDES
STEEL WALL SLEEVE
WALL
FOUNDATION WALL
PENETRATION (TYPICAL)
BASEMENT
4X3 REDUCER
CEILING
1" ELBOW
1" ARM OVER AS REQUIRED
1" DROP NIPPLE AS REQUIRED
1" X 1/2" REDUCER
ADJUSTABLE HALF HINGEROD STIFFENER
ALL THREADED ROD
CLEVIS HANGER
PIPE SLEEVE
ADJUSTABLE HINGE
(9'-4" (2.8M) MAX. LENGTH)
TRANSVERSE BRACECHANNEL
1 (Min.)
1 MIN2 MAX
CLEVIS HANGER TRANSVERSE BRACING
TRANSVERSE BRACEADJUSTABLE HINGE
(9'-4" (2.8M) MAX. LENGTH)TRANSVERSE BRACECHANNEL
CHANNEL-SIZE AS REQUIRED
(9'-4" (2.8M) MAX. LENGTH)LONGITUDINAL BRACE
CHANNEL
(101mm)
STEEL HANGERAPPROVED SPLIT
PIPE STRAPS
(9'-4" (2.8M) MAX. LENGTH)TRANSVERSE BRACE
ADJUSTABLE HINGE
ROD STIFFENER
(9'-4" (2.8M) MAX. LENGTH)LONGITUDINAL BRACES
ALL THREADED ROD
SUPPORTING STRUCTURE
SHOWN FOR EXAMPLEEXPANSION ANCHOR
1 MIN
2 MAX1 (Min.)
SUPPORTING STRUCTURE
1 MIN
2 MAX
1
FS
TS
TO STANDPIPE SYSTEM #B
SMOOTH BORE CORROSIONRESISTANT (GALVANIZED PIPING)OUTLET GIVING FLOW
EQUIVALENT TO ONE SPRINKLER
HEAD
FROM END OFREMOTE BRANCH LINE
APPROVED TYPE WETPIPE ALARM CHECKVALVE WITH TRIM
4" OUT TO FIRE
DEPARTMENT CONNECTION
BRANCH LINE
OR MAIN
NEW CONCEALEDSPRINKLER
ROUTE HUB DRAIN
TO FLOOR DRAIN
O.S.&Y. GATE VALVE WITHMONITOR SWITCH
APPROVED TYPEBACKFLOW PREVENTER
CHECK VALVE
WITH AUTO BALL DRIP
FIRE SERVICE
WITH TIE RODS
UPRIGHT SPRINKLER HEAD
SPRINKLER MAIN
OUTLET TEE 1" CLOSE NIPPLE
TO COMBINATIONSTANDPIPE/WET SYSTEM#A
1
1/4"
INDICATING TYPE FLOORMAIN CONTROL VALVE WITHTAMPER SWITCH
6" COMBSPR./STANDPIPERISER
2" DRAIN
RISER
TO SPRINKLERSYSTEM
"TESTMASTER" ALARM TEST MODULE
PRESSURE GAUGE
WATERFLOW SWITCH
SPRINKLER MAIN
GREEN - SEWER
ORANGE - COMMUNICATIONSYELLOW - GAS, OILRED - ELECTRICAL
BLUE - WATER
WARNING TAPE (COLOR)
COLOR OF TAPE
BELOW GRADE SEE NOTES FOR
NOTES:
BEDDING (TYPICAL)
COMPACTED SAND
PLASTIC WARNING TAPE 12"
GRAVEL BACKFILL
PIPE, SEE PLAN FOR SIZE
EXISTING GRADE, SEEPLANS FOR TYPE, REFER
TO NOTES FOR DETAILS
6"
6"
54" MINIMUM
12"±
18" MIN
ALL DIMENSIONS ARE MINIMAL ACCEPTABLE QUANTITIES.
1" DEEP SAWCUTOF EXISTING
PAVEMENT OR
CONCRETE TRENCH EXCAVATION SHALL CONSIST OF THE REMOVALOF ALL MATERIALS, EXCAVATION, TRENCH WALLSUPPORTS, DEWATERING, TEMPORARY STREAM ORGROUNDWATER DIVERSION: SATISFACTORY DISPOSAL OFALL SURPLUS OR UNSUITABLE MATERIAL: BACKFILL ANDCOMPACTION NECESSARY FOR THE CONSTRUCTION OFTHE WORK AT THE LOCATIONS AND TO THE DIMENSIONSAS SHOWN ON THE CONTRACT DRAWINGS OR ASDIRECTED BY THE ENGINEER.
WHEN EXISTING PAVEMENT HAS BEEN REMOVED,REPLACE WITH SAME TYPE AND THICKNESS OFPAVEMENT AND SUBBASE. IF EXCAVATION IS WITHINGRASS AREA, DISTURBED AREAS SHALL BE REPAIREDWITH SEED. IF EXISTING CURB IS DAMAGED ORREMOVED, REPLACE WITH SAME TYPE OF CURB TODIMENSIONS OF EXISTING CURB. IF CONCRETE WALKSARE DISTURBED REPLACE WITH CONCRETE TO MATCHEXISTING THICKNESS.
PRESSURE PLATE
BOLT
ELASTOMERIC SEAL ELEMENT
1" CLOSE NIPPLE (TYPICAL)
SPRINKLER BRANCH
1" X 1/2" REDUCER (TYPICAL)
SIDEWALL SPRINKLER (TYPICAL)
WALL
SOFFIT, FOR ADDITIONAL
DETAIL REFER TO
ARCHITECTURAL PLANS
LONGITUDINAL BRACING
OR SUPPORTPIPE HANGER
ROD STIFFENER MAY BE REQUIRED
40 FEET ON CENTER
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
FP3.1
FIRE PROTECTION
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RMS
11/01/2017
16-063
No.Description Date
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 - 10
TPB4 - 3
B
B
B
C
TPB5 - 10
C C
C
E
B
B B
TPB6 - 10TPB6 - 3
C
E
B
B
B
TPB7
C
TPB7 - 10
TPB7 - 3
C
E
TPB5 - 3
TPB6
A
A
A
A
AAA
C C
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
TPA2
TPA1 - 3
TPA1 - 10
TPA2 - 3
TPA2 - 10 TPA2 - 3
TPA2 - 10
XE
XE
XE
XE
XE
XE
XE
XE
EM
EM
EM
HPB1 - 26
HPB1 - 26
A
A
TYP B1 AND A1 CORRIDOR LTG
EM
XF
A
XF
XF
XF
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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
C CBE
E
E
E
TPB11
TPB8
TPB9
TPB10
TPB12
A
A
B
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
C TPB12 - 3TPB12 - 10
TPB11 - 10TPB11 - 3
TPB10 - 3
TPB10 - 10
TPB9 - 10TPB9 - 3
C
TPB8 - 3
TPB8 - 10
XE
XEC
EM
EM
HPB1 - 27
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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No.Description Date
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
C
E
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 - 3
E
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
E
B
B B
B
B B B
BB
B B
B
B
TPA4
TPA6
TPA5C
TPA4 - 10
TPA4 - 3 TPA5 - 10
TPA5 - 3 TPA6 - 10
TPA6 - 3
XEXE
EM
XEC
XE
EM
EM
A
A
HPB1 - 28
HPB1 - 28
CORRIROR LIGHTINGON THIS LEVEL A&B TO HPB1CIRCUIT 28 B
C
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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NORTH
SITE KEY PLAN
No.Description Date
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
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
TPB21CC
C
E
B
TPB21 - 10TPB21 - 3
B
B
B
TPB20 - 10
C
E TPB20 - 3
E
TPB19
BB
B
C
C
TPB19 - 10
TPB19 - 3
B
BB
C
C
B
C
B
B
C
TPB18 - 3
TPB18 - 10
TPB18
TPB20
CB
A
A
A
A
A
XEC
XE
EM
EM
HPB1 - 28
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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NORTH
SITE KEY PLAN
No.Description Date
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
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
B
C
TPC4
TPC4 - 10
TPC4 - 3
TPC3
C
C
TPC3 - 10
TPC3 - 3
TPC4 - 10
TPB1
TPB2
TPB2 - 10
TPB2 - 3
C C C C C
TPB1 - 3
TPB1 - 10
XE
XE
XE
XE
XEC
HPB1 - 25
HPB1 - 25
TYP OF CORRIDOR LIGHTING ON BB
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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NORTH
SITE KEY PLAN
No.Description Date
UP
UP
UNIT C-1(2 BEDROOM)
UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICALMETER ROOM
MAINTENANCE ROOM
BOILER ROOMSPRINKLER ROOM
BUILDING B BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
B
TPC1
TPC2
E B
B
B B
E
B
B
B
B
B
TPC4
C
B
TPC2 - 10
TPC2 - 3
TPC1 - 3
A
AAA
A
A
A
C
C C C
C
C
C C C
HPB1 - 24
HPB1 - 24
XE
XE XE
XE
XEXE
TPC1 - 10
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.SB
ELECTRICAL
LIGHTING PLAN
BUILDINGS 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
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NORTH
SITE KEY PLAN
No.Description Date
GFIGFIGFI
GFI
FF
GFI
GFIGFIGFIFF
F
J GFIJGFI
GFIGFIGFIJGFIS
FF
S
S J S
S
GFIGFI GFIGFI
J
GFI
J
S
S
GFI
GFIGFIGFIGFI
JGFI
GFIGFI
GFIGFIJ
GFIGFIGFI GFI
GFIJ GFIGFIJ
J
FFFF
GFI
J
S
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
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 - 4
TPB4 - 9
TPB4 - 7
11
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
HP1
TPA2 - 12 HPB1 - 17
HPB1 - 17
HP1
TPA1 - 1
1 1
1 1
TPA1 - 22
2
2
2
TPA1 - 3
4
TPA1 - 4
5
5
TPA1 - 5
TPA1 - 6,8
TPA1 - 7
TPA1 - 9
TPA1 - 11,13
HP1 TPA2
2
2
5
1
1
TPA2 - 1
TPA2 - 2
TPA2 - 3
4
TPA2 - 4
5
TPA2 - 5
TPA2 - 6,8TPA2 - 7
TPA2 - 9
TPA2 - 11,13
14
1414
TPA2 - 14
22 1
1
11
2
TPB7 - 1
TPB7 - 4
4
TPB7 - 5
TPB7 - 6,8
TPB7 - 7
TPB7 - 9
HP6
TPB7 - 11,13
TPB6
1 1
1
TPB6 - 1
22 2
2
TPB6 - 2
TPB6 - 3
HP1
4
4
4
55
TPB6 - 6,8
TPB6 - 7TPB6 - 9
TPB6 - 11,13
55
TPB4 - 5
4
4
11
1
2 2
2
14
14
HP6
TPB5
1
1 1
2
2
2
HP6
TPB5 - 2
TPB5 - 3
4
4
55
TPB5 - 6,8
TPB5 - 7
TPB5 - 9
TPB5 - 11,13
TPB5 - 5
14
TPB4 - 6,8
TPB4 - 11,13
TPB4
TPB3
1
11
1
TPB3 - 1
2
2
22
TPB3 - 2
4
TPB3 - 3
55
5
TPB3 - 5
TPB3 - 6,8
TPB3 - 7
4
TPB3 - 9
1
TPB3 - 4
HP2
TPB3 - 11,13
TPA2 - 12
TPA2 - 15
TPA1
TPA1 - 12
14
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
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
CONCEPT
90% CONSTRUCTION
DOCUMENTS 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
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NORTH
SITE KEY PLAN
No.Description Date
GFI
J GFIJ
FF
S
GFI
GFI
GFIGFIJ
GFIGFIGFIGFIGFI
J
GFIGFIGFI GFI GFI
GFIJ
S
S S
S
S
TV
TV
TV
TV
TV
TV
TV
TV TV
TV
TV
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 BUILDING
BUILDING A
BUILDING
BUILDING
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
1TPB10 - 1
2
4
TPB10 - 4
5
5
TPB10 - 6,8
TPB10 - 7
2
TPB10 - 2
TPB10 - 4
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
11
1
TPB8 - 9
TPB10 - 5
TPB10 - 9
TPB11
1
1
1
TPB11 - 1
22
2 TPB11 - 2
TPB11 - 3
4
4TPB11 - 4
TPB10 - 3
TPB11 - 5
5
TPB11 - 6,8
TPB11 - 7
TPB11 - 9
TPB11 - 11,13
1
1
1
TPB12 - 1
2
2
2
2
TPB12 - 2
TPB12 - 3
4
TPB12 - 4
5
TPB12 - 5
TPB12 - 6,8
TPB12 - 7
4
TPB12
TPB12 - 95
TPB12 - 11,13
TPB8 - 11,13
1A
*
1
1
1
1
1
S/CO
S/CO
S/CO
S/CO
S/CO
1A
*
1A
*
HP
1A
*
HP
HP
HP
1A
*
1A
*
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
GFIGFIGFIJ
GFI GFIJ
FFGFIGFI
GFI GFI
GFIGFIS
S
SJ
F
GFI GFI GFI
GFIGFIGFI
J
GFIGFIGFIGFIJ
GFI GFIGFIGFIS
S
S
S
S
S
S
J
S
GFIGFIGFIGFIGFI
J
S
S
SS
S
GFIGFIGFI GFI GFI
GFIS
S
J
GFI GFIGFIGFIS S
J
TV
TV
TV
TV
TV
TV
TVTV
TV
TV
TV
TV
TV
TV
TV TV TV
TV
BUILDING G
BUILDING D
BUILDING B
LEVEL 3 BUILDING C
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
5
5
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
4
TPB15 - 4
5
5
TPB15 - 5
TPB15 - 6,8
TPB15 - 7
TPB15 - 2
TPB15 - 9
TPB15 - 11,13
HP1
TPA6
TPA6 - 1
1
1
12
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
HP1
TPA4
TPA4 - 1
1
1
1
2
2
2TPA4 - 2
TPA4 - 3
44
TPA4 - 4
TPA4 - 5
TPA4 - 6,8
TPA4 - 7
TPA4 - 9
TPA4 - 11,13
HP1
TPA5
TPA5 - 1
11
1
TPA5 - 2
2
2
2
TPA5 - 3
4
4
TPA5 - 4
5
TPA5 - 5
TPA5 - 6,8
TPA5 - 7
TPA5 - 9
TPA5 - 11,13
TPB17
<unnamed>
1
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
HP2
TPB16
1
1
1
1
2 2
2
TPB16 - 2
TPB16 - 3
4
4
4
TPB16 - 4
5
TPB16 - 6,8TPB16 - 5
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
HP2
TPB13 - 11,13
HP2
1
19
1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
GFI
J
GFIGFIGFI GFI GFI
GFIS
S
J
GFI GFIGFIGFIS
S
J
GFIS
GFIGFIGFIGFIGFI
J
S
S
S
S S
J
GFI
F F
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
BUILDING
BUILDING
BUILDING B
LEVEL 4 BUILDING
BUILDING A
BUILDING
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 - 11
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 - 5
TPB21 - 2
TPB21 - 3
2
TPB21 - 4
TPB21 - 6,8
TPB21 - 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 - 9
TPB20 - 11,13
TPB21
1
11TPB21 - 1
2
2
4 4 5 5
TPB21 - 9
10
TPB21 - 11,13
TPB22
TPB22 - 1 TPB22 - 2
2
2
5
TPB22 - 7
10
TPB22 - 11,13
HPB1 - 20
20
HPB1 - 29
ERV2 IN BATTIC
HP IN B ATTIC
HPB1 - 30,32
HP6
HP6
HP6
HP6
1
1
1
1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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No.Description Date
FF
FF
J
GFIGFIGFIGFIGFIGFI
GFIGFIGFIGFIGFIGFIGFIGFIGFIGFI
GFIGFI GFIJ
J
J
GFI GFIJ
J GFIGFIS S S
SS
S
S
TV
TV
TV
TV
TV TV
S
S
S
S
S
S
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
MMMMUNIT 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
HPB1 - 5
HPB1 - 6 HPB1 - 7
HPB1 - 8
HPB1 - 9,11 HPB1 - 13,15HPB1 - 10,12
HPB1 - 14,16
TPC4
TPC4 - 1
1
11
TPC4 - 22
2
2
2
TPC4 - 3
44
TPC4 - 4
5
5 TPC4 - 6,8
TPC4 - 7
TPC4 - 9
TPC4 - 11,13 TPC4 - 14
14
14
EF-1
TPB2
TPB1
TPC3
HP-2
2 2
TPB2 - 2
2
2 TPB2 - 1
1
1
114
14
14
TPB2 - 14
TPB2 - 4
TPB2 - 9
TPB2 - 5TPB2 - 7
TPB2 - 6,8
TPB2 - 11,13
554
4
TPB2 - 312
TPB1 - 2
TPB1 - 1
TPB1 - 5
TPB1 - 7
TPB1 - 4
TPB1 - 6,8
TPB1 - 3
2
2 2 2
2
5
5
5
4
4
1
1
114
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
1
5
TPC3 - 11,134
4
4
4
HPB1 - 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 APARTMENTSTENANT PANEL
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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NORTH
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No.Description Date
UP
UP GFIGFIGFI
FF
GFIF F FFF F
FFFFFFFF
FFGFIGFIGFIGFI
J
GFI GFI
GFI GFI
GFI
GFIJ
S
S
S
S
J
TV
TV
TV
TV
TV
UNIT C-1(2 BEDROOM)
UNIT C-2(2 BEDROOM)
STAIR 2
ELECTRICALMETER ROOM
MAINTENANCE ROOM
BOILER ROOM
SPRINKLER 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 - 1
HPB1 - 2
HPB1 - 3
AUTOMATIC TRANSFER SWITCH(ATS1)GENERATOR DS(GDS1)
MAIN DEVICE W/MCB SQUARE D EZM 31000 CBU 1000 AMP,208V/120V/3D/4W, FED FROMUTILITY TRANSFORMER SEE
SHEET E2.2
HPB1 HPB
TPC1 - 9
TPC1 - 5
TPC1 - 11,13
TPC1 - 12
TPC1 - 4
TPC1 - 7 TPC2 - 5
TPC2 - 9 TPC2 - 4
TPC2 - 6,8
TPC2 - 7
TPC2 - 12
TPC2 - 11,13
TPC2 - 15
HP
EF
EF-1
TPC1 - 15
TPC1 - 6,8
HPB1 - 31
HPB - 13,15,17
BRANCH DEVICE, 6 METER SOCKET. RINGLESS
WITH HORN BYPASS & 100 AMP CB, MODEL EZMH316(TYP OF 6) PLUS A 3 METER SOCKET COLUMN
H1
HPB - 2
SECURITY HEAD END
RACK - SEE SECURITYDWGS
S/CO
S/CO
P1
P2
B1
1B
TS
FS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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No.Description Date
UP
DNDN
DN
DNDN
DN
BUILDING D
UNIT D-1(2 BEDROOM)
UNIT D-2(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE
WAITINGAREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESSROOM
BUILDING E
B
B B
B
B
B
B
B
B
C
C
C
C
E
E
C
D
TPD1 - 10
TPD1 - 3
TPD2 - 3
TPD2 - 10
HPE - 9
C
C
E
HPE
HPE - 11
HPE - 10
XE
XE
XE
XE
XE
EM
C
C
C
C
HPE - 9
HPE - 9
XE
BUILDING D BUILDING E
UNIT D-3(2 BEDROOM)
UNIT D-4(1 BEDROOM)
UNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)
TPD4
C
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,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
UP GFIGFIGFIS S S
SJS
J
F F
FF
FF
FF
TV
TV
TV
TV
TV
DNDN
DN
DNDN
DN GFIJGFIJ
FFFF
GFI
J
S
S
S S S
S
S
SS
FF
GFI
J
GFI
TV
TV
TV
TV
TV
TV TV
TV
TV
BUILDING D
UNIT D-1(2 BEDROOM)
UNIT D-2(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE WAITINGAREA
HC LAV.
JAN.
MECH'L
CONF
ROOM
FITNESSROOM
BUILDING E
HPE
HPE - 1
1
1
1 1
2
2
2
2
2
HPE - 2
3
HPE - 3
HPE - 4
HPE - 5
5
7
HPE - 7
HPE - 8
HP1
TPD1
TPD2
TPD1 - 11
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
11
1
1
TPD2 - 1
2
2
2
TPD2 - 2
TPD2 - 3
TPD2 - 4445
TPD2 - 6,8
TPD2 - 7
TPD2 - 9
5
TPD2 - 5
10TPD2 - 11,13
HPE - 12,14
HPE - 13,15TPD1 - 12
TPD1 - 15
TPD2 - 15
TPD2 - 12
H2
HPE - 16
SECURITY HEADEND RACK
HPE - 17
H3 SECURITY HEAD END RACK
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
HP1
TPE3 - 12
1
1
1
1
TPD4 - 11,13
TPD4
1
1
1
1 TPD4 - 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 - 7
TPD3 - 9
TPD3 - 11,13
14 14
14
TPD3 - 14
TPE2
1
1
1
TPE2 - 1
2
2
2
2
TPE2 - 2
TPE2 - 3
44
TPE2 - 6,8
5
5TPE2 - 5
TPE2 - 7
TPE2 - 9 TPE2 - 4
4
TPE2 - 11,13
10
TPD4 - 15
TPD3 - 15TPD3 - 12
TPE2 - 12 TPE2 - 15
TPE3 - 15
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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SITE KEY PLAN
No.Description Date
COMMUNITY ROOM
(OPEN ABOVE)
KITCHENETTE
JANTOILET
FITNESS ROOM
(OPEN ABOVE)
TOILET
C C
CC
CC
C
C
E E
CC
HPF - 31
TO LTG ABOVE
TO LTG ABOVE
BOILER ROOM
FITNESS ROOMBELOW
COMMUNITY BELOW
TOILETSBELOW
A A
AA
A A
AA
A A
C C
C
C
HPF - 31
HPF
TO SWITCH BELOWTO SWITCH BELOW
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
GFIGFI GFI GFI GFI
GFIGFIGFIFFF F
FFFFCOMMUNITY ROOM(OPEN ABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM(OPEN ABOVE)
TOILET
HPF - 20
HPF - 22
HPF - 23 HPF - 24
HPF - 25
HPF - 21
HPF - 32,34,36
ELEVATOR 2
BOILER ROOM
FITNESS ROOMBELOW
COMMUNITY BELOW
TOILETSBELOW
2' - 3"
P6
P5
B1 B2
P1 P2
HPF - 1,3,5 HPF - 2,4,6
VFD
VFD
HPF - 7,9,11 HPF - 8,10,12
P3 P4
HPF - 14,16,18
HPF - 13,15,17
HPF - 19
HPF
HP
HPF - 27,29
H4
HPF - 33
SECURITY HEAD END RACK
HPF - 26,28,30
CT-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
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B
D E
C F
G H
J
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No.Description Date
3 333
33BUILDING 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
TPG8
TPG7
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
TPH1D
TPH1 - 10
E C
C
E
D
C E
TPK4 - 10
HPH1 - 20
XF
XF
XF
XF
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
GH-EL1.1
ELECTRICAL
LIGHTING PLAN
BUILDING 'G' AND
'H'
Dakota
Partners, Inc.
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11/01/2016
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D E
C F
G H
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No.Description Date
S
S
GFI
F F
FFGFIGFIGFIJ
GFI
J
GFIGFIJ
GFI GFI GFIGFIJ
GFI
GFIGFI GFI
GFI
GFIGFI GFIGFI
J
J GFIGFI
JGFIGFI GFIJ
J
S
S
GFI GFIGFIGFI
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
M
M
TV
J
M
TV 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 - 11,13
4 4
55
TPG1
2
2
2
TPG1 - 4
4
4
5
TPG1 - 7
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 - 7
TPG3 - 9
TPG3 - 11,13
TPG9 2
2 2
TPG9 - 3
4
TPG9 - 4
5
TPG9 - 6,8
TPG9 - 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
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
12HPH1 - 18
114
14
141
4UNIT 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-1EF
HP
2
1
1
1
TPG2 - 1
TPG1 - 11,13
1
1
1
TPG1 - 1
2
2
2
2
14
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 - 13,15
14
14
14
TPH2 - 14
TPH2 - 2
14
14
TPK2 - 14
14
2 2
2
TPK2 - 2
2
2
4
4 TPK2 - 5
5
TPK2 - 6,8
5
TPK2 - 9
TPK4 - 3 1
1 1
TPK4 - 1
2
TPK4 - 4
TPK4 - 9
2
TPK2 - 11,13
TPK2 - 12
TPK2
TPK4
TPH1
TPH1
S/CO
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
*
1A
*
TPG1 - 12
TPK2 - 11,13HP
EF-1
TPK2 - 12
TPG2 - 12
HPH1 - 26,28
HPH1 - 32,34
HPH1 - 33
HPH1 - 27
HPH1 - 29
P-1
P-2
B-1
1A
*
BACK BOX AND FOR FUTURE FA ADDRESSABLEMODULE IF APARTMENT IS COVERTED FORHEARING IMPAIRED TENANTS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
33333333333UNIT H-2(2 BEDROOM)
METERROOM
BUILDING
B
C
A
A
A
A
A
A
A
B 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
TPH2
TPH2 - 3
C
TPH2 - 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
A
A
A
HPH1 - 23
G
G
HPH1 - 20
E
TPH2 - 3
XE
XF
HPH1 - 20
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-EL1.1
ELECTRICAL
LIGHTING PLAN
BUILDING J
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
J
S GFISS GFIJ
J
J
F FF
GFI
JGFI
GFIJ GFIS
S
S GFIJ
J
S S
S
S
GFIJ
GFIS
S
S
S
SS
S
S
GFI
TV
TV TVTVTV
TV
TV
TVTV MMTVTV
TV
TV MMMMMMMM
TVMMTVTV
TV
TV
TV
TV
TV TVTV
MMM MMMUNIT H-2(2 BEDROOM)
METERROOM HPH1
HPH1 - 9
HPH1 - 10
TPH2
TPH2 - 1
TPH2 - 2
TPH2 - 3
TPH2 - 4
TPH2 - 5
TPH2 - 6,8
TPH2 - 9
TPH2 - 7
TPH2 - 3,10
TPH2 - 3,10 TPH2 - 11,13
HP1
AUTOMATICTRANSFERSWITCH(ATS2)
GENERATOR DS(GDS2)
SECONDARYFEEDS FROM UTILITYTRANSFORMER
21B
MAIN DEVICE W/MCB SQUARE DEZM 3800 CBU 800 AMP, 208V/120V/3D/4W
TENANT METERS IN SQUARE DEZ METER -PAK3D IN-1D OUT EZM316125,800 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
HP1
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
TPH2 - 1
2
2
2
2
2
TPH2 - 3
TPH2 - 2
4
5
5 5
TPH2 - 6,8
TPH2 - 7 TPH2 - 4
TPH2 - 9
TPH2 - 11,13
TPH2 - 14
14
14
14
14
TPH2 - 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
TPJ1 - 12
14
14
14
TPJ1 - 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
TPJ1 - 12
2
TPJ5 - 14
14
14
HPH1 - 14
10
TPJ6 - 11,13
TPH1 - 2
2
TPH1 - 12
HPH1 - 17,19
SEWAGE EJECTOR PUMP
HPH1 - 24
H5
SECURITY SYSTEMHEAD 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-1
TPJ6 - 9
TPJ6 - 17
TPJ6 - 5
EF-1
EF-1
TPJ3 - 15EF-1
TPJ3 - 16
S/CO
5 5
5
4
2
2 2 2
TPJ7 - 9
S/CO S/CO
11
1
1A
*
1A
*
HP-1
HP-1
EF-1
EF-1
EF-1
EF-1
TPJ7 - 12
1
1
1
1
EF-1
HP1
TPH2 - 15
EF-1
TPH2
TPH2 - 16
1515
15 15
DENOTES CIRCUIT IN ASSOCIATED APARTMENT TENANT PANEL TP
S/CO
S/CO
EF-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
3 33
3
BUILDING
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,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
S
GFI
FF
J
S
S
S
S
S
SGFIGFIGFIGFIGFIGFIGFIGFI
S MTV
TV
TV
TV MM
M
TV
TV
TV
TV
TV
S
M
TV
TV
TV
TV
TV
TV
MMMM
BUILDING K
TPK4
TPK4 - 1
TPK4 - 2
TPK4 - 9
TPK4 - 5
TPK4 - 6,8
TPK4 - 4
TPK4 - 3
TPK4 - 7
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 - 11,1314
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
1
1
1
TPH1 - 1
TPH1 - 13,15 1
11
2
2
2
2
4
4
TPK2 - 12
EF-1
EF-1
HP
TPK2 - 11,13
HP
EF-1
TPK3 - 12
EF-1TPK1 - 12
EF-1
EF-1
D-17
TPK2 - 12
1
EF-1
EF-1
HP HP
HP
S/CO
S/CO
S/CO
S/CO
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
33333333
333
C
C
C
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
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
UNIT L-1(2-BEDROOM)
C
HPL
HPL - 6
E
F
F
F
F
G
G
G
G
MAINTENANCEOFFICE/ STORAGE
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
S
S
S
J
GFIJFFGFI
SS
S
S
J
GFIGFIJ 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
MSGFI
TPM9
TPM9 - 1
HP1
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
HP1 HP1 TPM11
11
1
2
22
TPM11 - 2
TPM11 - 1
TPM11 - 3
4 4
4
55
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
HP1
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
14
14
14
14
14
TPM4
1
1
12
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 - 11
1
1
222
2
TPM3
TPM3 - 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 - 7TPM2 - 11,13
TPM2 - 1
TPM2 - 2
TPM8
TPM7
TPM6
2
1
22
2
1
1
5
5
4
4
2
TPM8 - 5
TPM8 - 1
TPM8 - 14
TPM8 - 12
TPM8 - 11,13
TPM8 - 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-1
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
HP1
14
14
S/CO1A
*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
HP1 EF-1
EF-1
TPM2 - 9
TPM1 - 3
TPM1 - 12
S/CO
S/CO
EF-1
EF-1
HP-1
1A
*
TPM3 - 11,13
EF-1
DENOTES CIRCUIT # INASSOCIATED TENANT
PANEL-TP (TYP)
TPM7 - 1
S/CO
S/CO
DENOTES CIRCUIT # INPANEL HPH1 FORCORRIDOR RECEPTACLES(TYP)
TPM5 - 1
HPL
1
1
HPL - 1
HPL - 2
2
2
2
HPL - 4
HPL - 5,7
HPL - 3
FC
1
CU-1
HPL - 8,10
HPL - 9
H7
SECURITY HEAD END
RACK
BUILDING L
DENOTES CIRCUIT # INPANEL HPL (TYP)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
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
F F F
TSPS
IA IAEOL
1 N.T.S.
BLDGS G-L ELECTRICAL POWER RISER
DIAGRAM
2 N.T.S.
FIRE ALARM PANEL
DETAIL
M
M
M
M
M
M
M
M
M
M
GRADE
M
M
M
M
MMMM
M
M
M
M
M
M
TPG1 TPG2
TPK1 TPK2
300 AMPOWNERS METER &MAIN BREAKER
BRANCH DEVICE 6 METER SOCKET.RINGLESS WITH HORN BYPASS AND100 AMP CB MODEL EZMH316TYPICAL OF 6 PLUS A 3 METERSOCKET COLUMN
NOTE:
BRANCH DEVICE METER SETS ARE 3∅ IN 1∅ OUT SO
APARTMENT HAVE 1∅ 208 V FEED.BALANCE LOADS BETWEEN
3∅ PHASE LEGS.
14A
300 AMP AUTOMATICTRANSFER SWITCH(ATS)
UTILITYTRANSFORMER
TPG3
TPM1 TPM2
TPJ1 TPJ2 TPJ3
TPM3 TPM7 TPM8 TPM9
TPJ5 TPJ6
TPG6 TPG7
TPK3 TPK4
21B
300 AMP GENDISCONNECT SWITCH
HPH1
14A14A
G
G-1
PACKAGED
GENERATOR SET
(100kW, 208Y/120V/3PH/4W)
AT EXTERIOR
7A TYPICAL FOR ALL FEEDS TO TENANT'S PANELS, TP
TENANT PANEL (TP)(TYPICAL OF 35) LETTER DESIGNATIONINDICATES UNIT TYPE
MAIN INCOMING SWITCH (CIRCUITBREAKER.800 AMP,208Y/120V/3PH/4W
M M M M MM
M M M M MM
TPH1 TPH2
TPG4 TPG5 TPG8 TPG9
TPJ4 TPJ7 TPE3
TPM4 TPM10
TPL1
TPM6TPM5 TPM11
FIRE
ALARM
CONTROL
PANEL
(FACP)
BASEMENT
120V HOTLEGS.
METER SETS
SECONDARY FEEDER
INCOMING UTILITY ELECTRICAL
POWER SERVICE
H BUILDING
G BUILDING
K BUILDING
M BUILDING
J BUILDING
L BUILDING
3/4" RACERATE AND WIRING
TO TELEPHONE SERVICE.
TO CONNECT TO FD
*
20A- IPPOWER CONNECTION
INITIATION CIRCUITS
TYPICAL MANUAL PULLSTATION. REFER TO PLANSFOR QUANTITIES ANDLOCATION
TYPICAL HORN
STROBE. REFER
TO PLANS FOR
QUANTITY AND
LOCATION
TYPICAL END
OF THE LINE
RESISTOR
TYPICAL AUDIO/VISUAL CIRCUIT.PROVIDE MULTIPLE CIRCUITS TOMEET ADA REQUIREMENTS,LOAD CIRCUITS TO A MAXIMUM OF
80%
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
E2.1
POWER RISER
DIAGRAM
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
No.Description Date
F F F
TSPS
IA IAEOL
1 N.T.S.
BLDGS A-F ELECTRICAL POWER RISER
DIAGRAM
2 N.T.S.
FIRE ALARM PANEL
DETAIL
M
M
M
M
M
M
M
M
M
M
GRADE
M
M
M
M
MMMM
M
M
M
M
M
M
TPA1 TPA2
TPB1 TPB2
300 AMPOWNERS METER &MAIN BREAKER
BRANCH DEVICE 6 METER SOCKET.RINGLESS WITH HORN BYPASS AND100 AMP CB MODEL EZMH316TYPICAL OF 6 PLUS A 3 METERSOCKET COLUMN
NOTE:
BRANCH DEVICE METER SETS ARE 3∅ IN 1∅ OUT SO
APARTMENT HAVE 1∅ 208 V FEED.BALANCE LOADS BETWEEN
3∅ PHASE LEGS.
14B
300 AMP AUTOMATICTRANSFER SWITCH
(ATS)
UTILITYTRANSFORMER
TPA3
TPA4 TPA5
TPB8 TPB9 TPB10
TPA6 TPB14 TPB15 TPB16
TPB12 TPD3 TPD4
TPB5 TPB6 TPB7
TPC3 TPC4
22B
300 AMP GENDISCONNECT SWITCH
HPB
14B14B
HPF
G
G-1
PACKAGED
GENERATOR SET
(100kW, 208Y/120V/3PH/4W)
AT EXTERIOR
7A TYPICAL FOR ALL FEEDS TO TENANT'S PANELS, TP
TENANT PANEL (TP)
(TYPICAL OF 38)
LETTER DESIGNATIONINDICATES UNIT TYPE
MAIN INCOMING SWITCH (CIRCUITBREAKER. 1000 AMP,208Y/120V/3PH/4W
M M M M MM
M M M M MM
M
M TPC1 TPC2
TPB3 TPB4 TPD1 TPD2
TPB11 TPE2 TPE3
TPB13 TPB17
TPB21 TPB22TPB20TPB19TPB18
HPE
FIRE
ALARM
CONTROL
PANEL
(FACP)
BASEMENT
12B
7A
HPB1
12B
120V HOTLEGS.
METER SETS
SECONDARY FEEDER
INCOMING UTILITY ELECTRICALPOWER SERVICE
LEVEL SB
LEVLEL ONE
LEVEL B
LEVEL THREE
LEVEL TWO
LEVEL FOUR
ROOF
3/4" RACERATE AND WIRING
TO TELEPHONE SERVICE.
TO CONNECT TO FD
*
20A- IPPOWER CONNECTION
INITIATION CIRCUITS
TYPICAL MANUAL PULLSTATION. REFER TO PLANS
FOR QUANTITIES AND
LOCATION
TYPICAL HORN
STROBE. REFER
TO PLANS FOR
QUANTITY ANDLOCATION
TYPICAL END
OF THE LINE
RESISTOR
TYPICAL AUDIO/VISUAL CIRCUIT.PROVIDE MULTIPLE CIRCUITS TO
MEET ADA REQUIREMENTS,
LOAD CIRCUITS TO A MAXIMUM OF
80%
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
E2.2
POWER RISER
DIAGRAM
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
No.Description Date
S
S S
12 N.T.S.
PAD MOUNTED TRANSFORMER WITH NO
C/T'S
11 N.T.S.
SERVICE EQUIPMENT GROUNDING
DETAIL
CLASSROOM MOTION SENSOR WIRINGDIAGRAM
NOT TO SCALE1 CALL FOR AID
NOT TO SCALE2
ELEVATOR SHUNT TRIP
NOT TO SCALE5
H
H
H
H
TYPICAL CALL FOR AID SYSTEM SCHEMATIC
NOT TO SCALE3
T
CORRIDOR DOMESTATION WITH
BUILT-IN BUZZER
24V AC BY
EDWARDS MODEL#7633-2
TRANSFORMER, 120V
TO 24V BY EDWARDS
MODEL #88-50
EMERGENCY SWITCH
120V BY EDWARDS
MODEL #7302AE
DETECTOR/RECALL SCHEMATIC
NOT TO SCALE6
CONNECTIONS TO GROUNDING ELECTRODE
NOT TO SCALE10
SYSTEM
INSTALLATION
NOT TO SCALE4
AND DETECTION SCHEMATIC
NOT TO SCALE8
S ST E E
PHOTO EYE DETAIL
NOT TO SCALE7
CORRIDOR LIGHTING CONTROL WIRING
NOT TO SCALE9
TRANSFORMER SECONDARY TERMINAL(S)
HIGH VOLTAGE SIDE OF TRANSFORMER
SECONDARY SIDE OF TRANSFORMER WITHTERMINALS FOR SECONDARY FEED CONDUCTORCONNECTION
REROUTE EXISTING SECONDARY CONDUCTORSINTO THE KILOWATT HOUR METER. PROVIDECONDUCTORS TO MATCH EXISTING FROM THEKILOWATT HOUR METER TO THE TRANSFORMERTERMINALS
OMNIOCCUPANCYSENSOR
BLUE
BLACK
REDRED
RED
WHITE
BLACK
WALL SWITCH/ES
TO LIGHTSNEUTRAL CONSTANT FEED TO EMERG. BATT. UNITS
MP
SERIES
POWER
PACK
20 AMP
120 VOLT
SINGLE
POLE
CIRCUIT
12"WALL SWITCH
RESTROOM
EMERGENCY
PULL CORD
42" TO 48"FINISHED FLOOR
CORRIDOR
BELL
WALL LIGHT
CEILING
CA 120V AC
3/4" x 10'-0" GROUND ROD
#4/O GROUNDING WIRE
#4/O BOND
BONDING BUSHING
GRADE
RIGID STEEL CONDUIT
#4/O BOND
WELDS
BONDING BUSHING
SOLDERLESS LUGS
WATER PIPE
NOTE:
TO GROUND
TERMINAL IN
EQUIPMENT
AT LEAST 20' OF ONE ORMORE STEEL REINFORCEDBARS OF NOT LESS THAN1/2" DIA
CONCRETE ENCASEDAND/OR BURIEDCONNECTIONS MAY BEUSED WHERE NECESSARY
1/4" x 3" x 6'-0"
GROUNDING BAR
TO SYSTEMGROUND TERMINAL
GROUNDCLAMP ONWATER PIPE
GROUNDING ELECTRODECONDUCTOR (PLUSCONDUIT IF USED ASPROTECTION)
GROUNDING BUSHING
JUMPER, AS NEEDEDFOR CONDUIT
CONNECTIONS TO
INTERIOR METAL WATER
PIPE GROUNDING
ELECTRODES AND TO
GROUNDED METAL FRAME
OF BUILDING MUST BEACCESSIBLE
GENSET
G
TYPICAL EMERGENCY POWER
OVERCURRENTPROTECTION
EMERGENCYLOAD
NON-EMERGENCY
LOAD
TRANSFER
SWITCH
OVERCURRENTPROTECTION
MAINDISCONNECT
UTILITY ORNORMALPOWERSOURCE
TYP. DWELLING UNIT CALL-FOR-AID
TYPICAL UNIT
TO NEXT UNIT
HALLWAY
(BATHROOM)
CONNECT AC POWER TERMINALSIN SMOKE DETECTOR TO NEARESTRECEPTACLE CIRCUIT
(BEDROOM)
EYE TO FACE OUT
PIPE TO INTERIOR
GROUND LEVEL
TO GROUNDFIXTURES
W/P BOX
3/4" PVC PIPE
EXTERNAL BUILDING GROUND GRID
EXOTHERMIC WELDS (TYP.)
#4/0 BARE COPPER IN 1"RSC
SERVICE EQUIPMENT FRAME
TO SUPPLY
WATER METER
#4/0 BARE COPPER
MAIN BOND JUMPER
METALLIC CONDUIT
GROUND BUS
NEUTRAL BUS
BUILDING GROUND
NEUTRAL
INSULATED/ISOLATED GROUND
GROUND CLAMP(TYP)
M
BOND JUMPER
BOND GROUNDING BUSHING
BOND JUMPER
MAIN SERVICE EQUIPMENT
EXG
ELEVATOR SHAFT
FIRST FLOOR
135°
EDP**
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
EXG
135°
EXGDS1
135°
EXG
TOP OF ELEVATOR SHAFT
135°
NOTE: REQUIRED ONLY WHEN SPRINKLERS ARE REQUIRED
IN SHAFT AT EVERY OTHER FLOOR LEVEL.
135° FIXEDTEMP HEATDETECTOR(TYPICAL)
1/2" EMT,2-#14(TYP) DO NOTRUN IN ELEVATORSHAFT
ELEVATORCONTROLLER W/AUTOSAFERETURN
SIDEWALL SPRINKLER HEAD
ELEV. MACH. ROOM
DETECTOR IN THE SHAFT OR MACHINE ROOM SENSE FUNCTION.
** REMOVE EXISTING 150A/3P MCCB AND PROVIDE A SHUNT
TRIP 150A/3P MCCB FOR ELEVATOR.
WHEN THE HEAT.
HEAT IT SHOULD SEND A SIGNAL TO THE SHUNT TRIP TO OPENTHE 150A/3P MCCB WHICH WILL KILL POWER TO THE ELEVATOR.THE ELEVATOR WILL THEN RETURN TO THE LOWEST LEVEL THROUGHTHE AUTOSAFE RETURN.
HYDRAULIC ELEVATOR SMOKE
BOTTOM FLOOR
S
M
ELEVATOR SHAFT
120 VAC
1/2" EMT, 2-#14
TOP FLOOR
1/2" EMT, 2-#14
1/2" EMT, 2-#14
S
ELEVATOR MACHINE ROOM
E
S E
S
S E
E
TOP OF ELEVATOR SHAFT
ES
DESIGNATED FLOOR:
ALTERNATE FLOOR :
NOTE: REQUIRED ONLY
WHEN HEAT DETECTORSAND SPRINKLERS AREREQUIRED
TO
TELEPHONE
BACKBOARD
1/2" EMT, 4-#14 TOELEVATOR CONTROL PANEL
ALLFLOORS
(TYPICAL)
LIGHTING LOAD
BLACK (COMMON)
BLUE (CONTROL)
RED
BLACK
BLUE
RED
RED
BLACK
WHITE
NEUTRAL
HOT
GROUND
RED
POWER PACKWATTSTOPPERBZ-150
ULTRASONIC CEILING SENSORWATTSTOPPERWT-2250
NOTES:
1.LIGHTING LOADS A AND B TURN ON WHEN AT LEAST ONE SENSOR DETECTS MOTION.
NOTE: CONTRACTOR SHALL INSTALLBYPASS AT EVERY LOCATION WHERE
OVERRIDE SWITCHES EXIST.
(TYPICAL FOR EACH CORRIDOR WING)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
E2.3
ELECTRICAL
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
No.Description Date
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
E3.1
ELECTRICAL
PANELBOARD
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
Notes:
Total Est. Demand:29 A
Receptacle 180 VA 80.00%144 VA Total Conn.:27 A
Other 2880 VA 100.00%2880 VA Total Est. Demand:5934 VA
Motor 2116 VA 112.50%2381 VA Total Conn. Load:5706 VA
Lighting - Dwelling Unit 17 VA 100.00%17 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:25 A 29 A
Total Load:2615 VA 3091 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 16
13 ------529 VA 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 1 360 VA 90 VA 2 20 A STOVE 6
3 BATHROOM CIRCUITS 20 A 1 194 VA 720 VA 1 20 A KITCHEN RECEPTACLES 4
1 BEDROOM RECEPTACLES 20 A 1 720 VA 720 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:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:TPJ4
Notes:
Total Est. Demand:39 A
Receptacle 180 VA 80.00%144 VA Total Conn.:38 A
Other 3960 VA 100.00%3960 VA Total Est. Demand:8086 VA
Motor 3174 VA 108.33%3439 VA Total Conn. Load:7858 VA
Lighting - Dwelling Unit 17 VA 100.00%17 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:38 A 38 A
Total Load:3903 VA 3955 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 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 1 180 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 1 360 VA 90 VA 2 20 A STOVE 6
3 BATHROOM CIRCUIT 20 A 1 0 VA 540 VA 1 20 A KITCHEN RECEPTACLE 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:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:TPJ3
Notes:
Total Est. Demand:30 A
Total Conn.:29 A
Other 3780 VA 100.00%3780 VA Total Est. Demand:6301 VA
Motor 2116 VA 112.50%2381 VA Total Conn. Load:6036 VA
Lighting - Dwelling Unit 17 VA 100.00%17 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:34 A 22 A
Total Load:3718 VA 2318 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 Security Head End Rack 20 A 1 180 VA 18
15 ------529 VA 180 VA 1 20 A H2 SECURITY RACK 16
13 HP 20 A 2 529 VA 529 VA ------14
11 Other 20 A 1 0 VA 529 VA 2 20 A HP 12
9 Lighting 20 A 1 140 VA 0 VA 1 20 A Other 10
7 FITNESS RECEPTACLES 20 A 1 360 VA 360 VA 1 20 A FITNESS RECEPTACLES 8
5 FITNESS RECEPTACLES 20 A 1 360 VA 180 VA 1 20 A SPARE 6
3 KITCHENETTE RECEPTACLES 20 A 1 360 VA 0 VA 1 20 A TOILET ROOMS 4
1 OFFICE RECEPTACLES 20 A 1 900 VA 900 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:
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 BATHROOM APARTMENTSALL CIRCUITS FEEDING BEEDROOM SHALL BE ARC FAUTL PROTECTED AND THERECEPTACLES SHALL BE TAMPER PROOF
Notes:
Total Est. Demand:25 A
Total Conn.:24 A
Receptacle 180 VA 80.00%144 VA Total Est. Demand:5207 VA
Other 3240 VA 100.00%3240 VA Total Conn. Load:4978 VA
Motor 1058 VA 125.00%1323 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:31 A 14 A
Total Load:3499 VA 1479 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 16
13 ------529 VA 720 VA 1 20 A BEDROOM 2 RECEPTACLES 14
11 HP 20 A 2 529 VA 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 720 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:
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
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
E3.2
ELECTRICAL
PANELBOARD
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
Notes:
Total Est. Demand:57 A
Receptacle 540 VA 55.00%297 VA Total Conn.:56 A
Other 5580 VA 100.00%5580 VA Total Est. Demand:11755 VA
Motor 3274 VA 108.08%3539 VA Total Conn. Load:11733 VA
Lighting - Dwelling Unit 1920 VA 100.00%1920 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:53 A 59 A
Total Load:5460 VA 6274 VA
41 42
39 40
37 38
35 36
33 Other 20 A 1 720 VA 529 VA ------34
31 529 VA 2 20 A Motor 32
29 Motor 20 A 1 50 VA 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 1 192 VA 180 VA 1 20 A Security Head End Rack 24
21 Lighting 20 A 1 192 VA 512 VA 1 20 A Lighting 22
19 ------529 VA 800 VA 1 20 A Lighting 20
17 SEWAGE EJECTOR PUMP 20 A 2 529 VA 540 VA 1 20 A Other 18
15 Lighting 20 A 1 224 VA 1080 VA 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 1 360 VA 900 VA 1 20 A CORRIDOR RECEPTACLES 12
9 WASHER 20 A 1 180 VA 360 VA 1 20 A CORRIDOR RECEPTACLES 10
7 ------90 VA 180 VA 1 20 A WASHER 8
5 DRYER 20 A 2 90 VA 180 VA 1 20 A WASHER 6
3 ------90 VA 90 VA ------4
1 DRYER 20 A 2 90 VA 90 VA 2 20 A DRYER 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:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:HPH1
Notes:
Total Est. Demand:278 A
Receptacle 1260 VA 40.00%504 VA Total Conn.:271 A
Other 16380 VA 100.00%16380 VA Total Est. Demand:100168 VA
Motor 75724 VA 104.46%79099 VA Total Conn. Load:97624 VA
Lighting - Dwelling Unit 3121 VA 97.48%3042 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:284 A 309 A 234 A
Total Load:33314 VA 36256 VA 28055 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 ------987 VA 18
15 ------987 VA 3300...------16
13 Motor 20 A 3 987 VA 3300...------14
11 ------1857...3300...3 80 A ELEVATOR 1 12
9 ------1875...6274...------10
7 HPFA 225 A 3 1931...5460...2 100 A HPH1 8
5 ------2872...2318...------6
3 ------3229...3718...2 100 A HPE 4
1 HPB1A 225 A 3 4082...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:28 A
Receptacle 720 VA 50.00%360 VA Total Conn.:28 A
Other 5400 VA 100.00%5400 VA Total Est. Demand:10088 VA
Motor 2266 VA 111.67%2531 VA Total Conn. Load:10183 VA
Lighting - Dwelling Unit 1184 VA 100.00%1184 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:34 A 27 A 24 A
Total Load:4082 VA 3229 VA 2872 VA
41 42
39 40
37 38
35 36
33 Other 20 A 1 540 VA 34
31 Power 20 A 1 550 VA 529 VA ------32
29 ERV2 20 A 1 50 VA 529 VA 2 20 A HP 30
27 Lighting 20 A 1 160 VA 352 VA 1 20 A Lighting 28
25 Lighting 20 A 1 213 VA 288 VA 1 20 A Lighting 26
23 ------529 VA 331 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 WASHER 20 A 1 180 VA 180 VA 1 20 A WASHSER 8
5 WASHER 20 A 1 180 VA 180 VA 1 20 A WASHER 6
3 MAINTENANCE RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A B CORRIDOR RECEPTACLES 4
1 BOILER ROOM RECEPTACLE 20 A 1 540 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:167 A
Total Conn.:157 A
Total Est. Demand:60023 VA
Other 1440 VA 100.00%1440 VA Total Conn. Load:56648 VA
Motor 55208 VA 106.11%58583 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:161 A 157 A 155 A
Total Load:19310 VA 18759 VA 18579 VA
41 42
39 40
37 38
35 1590...------36
33 Security Head End Rack 20 A 1 180 VA 1590...------34
31 BLDG F LIGHTING 20 A 1 0 VA 1590...3 40 A ELEVATOR 2 32
29 ------529 VA 987 VA ------30
27 Motor 20 A 2 529 VA 987 VA ------28
25 KITCHENETTE RECEPTACLES 20 A 1 0 VA 987 VA 3 20 A CT-1 26
23 FRIDGE 20 A 1 0 VA 0 VA 1 20 A KITCHENETTE RECEPTACLES 24
21 Other 20 A 1 0 VA 0 VA 1 20 A TOILET ROOM CIRCUIT 22
19 BOILER ROOM RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A Other 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:100 A
Supply From:HPB Phases:3 Mains Type:
Location:BOILER ROOM C-13 Volts:120/208 Wye A.I.C. Rating:
Branch Panel:HPF
No.Description Date
J
S
S
3,5
3/5
1/3/5
3
HOMERUN CIRCUIT SYMBOLS
120 OR 277 VOLT
120 OR 277 VOLT
208 OR 480 VOLT
208 OR 480 VOLT
SINGLE PHASE CIRCUIT
PHASE CIRCUITSCONSECUTIVE SINGLE
SINGLE PHASE CIRCUIT
THREE (3) PHASE CIRCUIT
(3 POLE)
(2 POLE)
S
C
F
S
S
TS
FACP
FS
IA
FAAP
S
S/CO
W
F L
TV
S/CO
NOTE: SEE SHEET P-1.0 FOR SITE LIGHTING DRAWINGS AND SITE LIGHTING FIXTURESCHEDULE. SEE BELOW CALCULATIONS. 34.3% OF THE SITE LIGHTING IS PHOTOVOLTAICPOWERED WITH INTEGRAL BATTERY STORAGE SO IT DOES NOT CONNECT AT ALL TO THEBUILDINGS ELECTRICAL POWER DISTRIBUTION SYSTEM.
ENERGY USAGE CALCULATIONS
PV:(25 FIX)(55 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1 KW/1,000 W) = 6,023KW/YEAR
HARDWIRE: POLES - (6 FIX)(55 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1 KW/1,000W) = 1,445 KW/YEARHARDWIRE: BOLLARDS - (43 FIX)(17.1 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1KW/1,000 W) = 3,221 KW/YEARHARDWIRE: HAND RAILS - (820 FIX)(1.9 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1KW/1,000 W) = 6,824 KW/YEAR TOTAL HARDWIRE - 1,445 + 3,221 + 6,824 = 11,490 KW/YEAR
% OF SOLAR = [6,023/(6,023 + 11,490)] = 34.4%
NOTE:
WHEN A FEEDER SUPPLIES AN ISOLATED GROUND PANEL OR SUB PANEL, AN ADDITIONAL GROUND WIRE SHALL BE PROVIDED WITH AND IDENTIFIED BY GREEN INSULATION WITH A YELLOW STRIPE. THE ISOLATED GROUND WIRESHALL BE ROUTED THROUGH PANELS IN ACCORDANCE WITH NEC SECTION 384-20 AND TERMINATE AT THE BUILDING INCOMING SEVICE.
STANDARD FEEDER SIZES FOR 75°C THWN/THHN COPPER WIRE IN METAL OR NON-METALLIC CONDUIT
HORN UNIT WITH ADA COMPLIANT STROBE WITHREQUIRED CANDELA (cd) RATING. HORN UNIT ONLYIF WITHIN APARTMENT/DWELLING UNIT
SPEAKER UNIT WITH ADA COMPLIANT STROBE WITHREQUIRED CANDELA (cd) RATING
1-250MCM3-500MCM(5) 4"26A
(7) 4"
(11) 4"
(8) 4"
(6) 4"
(14) 4"
(16) 4"
30A
31A
32A
28A
29A
27A
3-500MCM
3-500MCM
3-500MCM
3-500MCM
3-500MCM
3-400MCM
1-500MCM
2-350MCM
2-500MCM
1-350MCM
1-400MCM
1-250MCM
(4) 4"
(5) 4"
(5) 4"
(2) 4"
(2) 3"
(2) 3"
(2) 3"
23A
24A
25A
22A
21A
20A
19A
(2) 3"
(2) 2-1/2"
15A
18A
17A
16A
14A
13A
12A
3-1/2"
3-1/2"
3"
3"
2-1/2"
3-350MCM
3-300MCM
3-400MCM
3-400MCM
3-500MCM
3-500MCM
3-350MCM
1-#3/0
1-#4/0
1-#4/0
1-#2/0
1-#1/0
1-#1/0
1-#1
3-500MCM
3-250MCM
3-#4/0
3-500MCM
3-350MCM
3-250MCM
3-#4/0
1-#3
1-#2
1-#2
1-#3
1-#4
1-#4
1-#4
1 OR 3 PHASE, 3WIRE
CABLE
1"4A
11A
10A
9A
8A
7A
6A
5A
2"
2"
2"
1-1/2"
1-1/4"
1-1/4"
1"
CONDUIT
3A
2A
1A
FDR
NO.
1"
3/4"
3/4"
1-#103-#8
3-#3/0
3-#2/0
3-#1/0
3-#1
3-#4
3-#3
3-#6
1-#6
1-#6
1-#6
1-#6
1-#8
1-#8
1-#10
3-#12
3-#8
3-#10
1-#10
1-#10
1-#12
GROUND
4-250MCM
4-350MCM
4-500MCM
4-500MCM
4-250MCM
4-350MCM
4-500MCM
4-500MCM
4-400MCM
4-400MCM
4-500MCM
4-300MCM
4-350MCM
4-400MCM
4-500MCM
4-500MCM
4-500MCM
4-500MCM
4-500MCM
1900 (5) 4"1800 26B
2010
3040
2660
5320
6080
4180
6000
4000
5000
2500
3000
2000
32B
30B
31B
28B
29B
27B
(16) 4"
(14) 4"
(11) 4"
(8) 4"
(7) 4"
(6) 4"
620
760
760
1240
1675
1425
1005
1400
1600
1200
1000
800
700
600
24B
25B
23B
22B
21B
20B
19B
510
230
255
310
380
380
460
350
500
450
400
250
300
225
15B
18B
17B
16B
13B
14B
12B
(5) 4"
(5) 4"
(4) 4"
(3) 4"
(2) 4"
(2) 4"
(2) 3"
4"
(2) 3"
(2) 2-1/2"
4"
2-1/2"
3"
3"
4-#4/0
4-#4/0
1800 19001-250MCM
2-500MCM
1-250MCM
1-400MCM
1-350MCM
2-350MCM
1-500MCM
5000
6000
4000
3000
2500
2000
6080
4180
5320
2660
3040
2010
1-#4/0
1-#4/0
1-#3/0
1-#1/0
1-#2/0
1-#1/0
1-#1
1200
1600
1400
1000
800
600
700
1-#3
1-#3
1-#2
1-#3
1-#4
1-#4
1-#4
350
450
500
400
250
300
225
1425
1675
1240
1005
760
620
760
380
460
510
380
255
310
230
3 PHASE, 4 WIRE
CABLE
50 4B50
175
200
100
130
150
85
65
200
175
150
125
70
100
60
11B
10B
9B
8B
6B
7B
5B
CALC.
AMPS
50
30
20
40
30
20
NOM.
AMPS
3B
2B
1B
FDR
NO.
4-#81"
2-1/2"
2"
2"
2"
1-1/4"
1-1/4"
1"
4-#2/0
4-#3/0
4-#1
4-#1/0
4-#4
4-#3
4-#6
3/4"
3/4"
1"
CONDUIT
4-#8
4-#10
4-#12
501-#10
1-#6
1-#6
1-#6
1-#6
1-#8
1-#8
1-#10
175
200
125
150
70
100
60
1-#10
1-#12
1-#10
GROUND
40
20
30
NOM.
AMPS
50
200
175
150
130
85
100
65
50
20
30
CALC.
AMPS
MANUFACTURERNUMBER PART/MODEL DESCRIPTION VOLTAGE LAMPS OPTIONS
(1) 32W CFL120W516-41-32WABASELINE COEPD MATION 16" WAREHOUSE SHADE
B (3)BR20 LED, 8W120LTKSTBF
D
(2) 1.5W LED3.6ELM2
BAFFLE TRACK KIT
CEILING EXIT/EMERGENCY
LITHONIA LIGHTING
LITHONIA
LITHONIA
XEC
EM
LHQM 9.6 (2) 1.5W LED
C
WAREHOUSE CORD HUNG LEDPROSROSS LIGHTING P5094-0930K9 120 (1) 17W LED
E
XE (2) 1.5W LED9.6LHQMWALL MOUNTED EXIT/EMERGENCYLITHONIA
WALL MOUNTED EMERGENCY
120CONTEMPORARY SQUARE VANITYLITHONIA LIGHTING FMVCSL-24 MVOLT (1) 26W LED
(1) 17WLED120S7R827K10PHILIPSSURFACE ROUND CEILING LED 7"
XM (2) 1.5W LEDFLOOR PROXIMITY EXIT SIGNLITHONIA
S
S
BRANCH WIRING CONCEALED IN CEILING OR WALL
DUPLEX RECEPTACLE OUTLET (+18" AFF - TYPICAL)
GROUND FAULT CIRCUIT INTERRUPTER
BRANCH WIRING HOME RUN (ARROW INDICATES CIRCUIT NUMBER)
SINGLE - POLE SWITCH
THREE - WAY SWITCH
PANEL-
GFCI
JUNCTION BOX
SURFACE - MOUNTED PANELBOARD
SYMBOL DESCRIPTION
ELECTRICAL SYMBOL LIST
NATIONAL ELECTRICAL
NOT APPLICABLE
NOT TO SCALE
MOLDED CASE CIRCUIT BREAKER
LIGHTING PANELBOARD
JUNCTION BOX
GRD
GFCI
EQUIP
ENCL
EMT
EM
DWG
DISC
CCT
C/B
CAB
C
BR
BAT
AWG
LIGHTING
KILOWATT
INCHES
WP
SCHD
U/G
TYP
SW
ELECTRICAL ABBREVIATIONS
AFF
AC
RECPT
DESCRIPTIONABBREVIATION
GROUND-FAULT CIRCUIT-INTERRUPTER
DRAWING
EMERGENCY
ELECTRICAL METALLIC TUBING
ENCLOSURE
EQUIPMENT
GROUND
ABOVE COUNTER
ABOVE FINISHED FLOOR
AMERICAN WIRE GAUGE
BATTERY
BRANCH
CONDUIT
CABINET
CIRCUIT BREAKER
CIRCUIT
DISCONNECT
KW
LTG
LP
MCCB
N.T.S.
N/A
NEMA
IN
JB
WEATHERPROOF
UNDER GROUND
TYPICAL
SCHEDULE
SWITCH
RECEPTACLE
CEILINGCLG
EXG EXISTING
MANUALMAN
NOT IN CONTRACTNIC
DESCRIPTIONABBREVIATION
SC SEPARATE CIRCUIT
EQUIPMENT AND MATERIAL INDICATED ON THE DRAWING SHALL BE CONSIDERED AS "BASIS OF DESIGN". EQUAL PRODUCTS CAN BE SUBMITTED AND WILL BE CONSIDERED FOR
APPROVAL STRICTLY SUBJECT TO OWNERS AND DESIGN PROFESSIONAL'S APPROVAL. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING FIXTURES.
PROVIDE OWNER WITH WARRANTY, GUARANTEEING THAT IMPERFECT SYSTEM OPERATION AND ALL DEFECTS IN MATERIAL AND LABOR OF WORK WILL BE REPAIRED WITHOUT COST TO
THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT.
GIVE FULL COOPERATION TO OTHER TRADES, PROVIDING THEM WITH ALL NECESSARY INSTALLATION DETAILS.
PROVIDE COMPLETE AND OPERATIONAL SYSTEMS INCLUDING ALL NECESSARY MATERIAL EQUIPMENT AND LABOR.
THE TERM 'INDICATE' SHALL MEAN AS SHOWN ON THE CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS AND RELATED ATTACHMENTS).
THE TERM 'PROVIDE' SHALL MEAN FURNISH, INSTALL, CONNECT AND MAKE OPERABLE.
ALL EQUIPMENT AND MATERIALS SHALL BE LABELED, LISTED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS INTERACTIONS, RECOMMENDATIONS AND INSTRUCTIONS.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES.
ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES AND REGULATIONS INCLUDING BUT NOTLIMITED TO THE CURRENT NATIONAL ELECTRIC CODE (NEC).
BECOME FAMILIAR WITH THE COMPLETE SET OF CONTRACT DOCUMENTS, AS ALL OTHER SPECIFICATION SECTIONS AND DRAWINGS ARE APPLICABLE TO THE WORK OF THIS DRAWING.FOLLOW THE JOB-SITE INSTRUCTIONS OUTLINED IN THE GENERAL CONDITIONS.
ALL LOW VOLTAGE WIRING TO BE RUN WITH A MINIMUM OF 12" CLEARANCE FROM FLUORESCENT LIGHTING IN ALL DIRECTIONS.
FIRE RATING OF ALL WALLS AND CEILINGS SHALL BE MAINTAINED. ANY FIRE BARRIERS THAT MUST BE PENETRATED SHALL MAINTAIN FIRE RATINGS THAT COMPLY WITH BOTH THENATIONAL FIRE PROTECTION ASSOCIATION AND UNDERWRITER LABORATORY'S STANDARDS AND SPECIFICATIONS.
EMT CONDUIT SHALL BE USED FOR CONCEALED WALL & CEILING PENETRATIONS, RISERS AND MAY BE USED IN EQUIPMENT CLOSETS.
ALL WIRING TO BE CONCEALED WHEREVER POSSIBLE. IF BUILDING STRUCTURE PREVENTS WIRE OR CABLE FROM BEING RUN INSIDE WALLS AND CEILINGS, ALL EXPOSED WIRING TOBE RUN IN METALLIC RACEWAY.
IF ANY ASBESTOS OR MATERIALS CONTAINING ASBESTOS ARE ENCOUNTERED DURING EXECUTION OF THE PROJECT WORK IS TO BE HALTED. IT IS THE CONTRACTORS
RESPONSIBILITY TO NOTIFY THE OWNER AND PROPER AUTHORITIES IF THEY HAVE DISCOVERED ASBESTOS.
PROVIDE THE OWNER WITH ALL MANUFACTURERS WARRANTIES FOR EQUIPMENT AND MATERIAL FURNISHED.
ANY HAZARDOUS MATERIALS ENCOUNTERED (SUCH AS PCB BALLASTS) SHALL BE DISPOSED OF PROPERLY. ALL PAPERWORK RELATING TO DISPOSAL SHALL BE MAINTAINED ON FILEFOR ONE YEAR FROM COMPLETION OF JOB.
UNLESS OTHERWISE INDICATED PROVIDE COMMERCIAL GRADE, 20 AMPERE RECEPTACLES.
UNLESS OTHERWISE INDICATED, INTERIOR BRANCH CIRCUIT WIRING USING 6 AWG AND SMALLER CONDUCTORS MAY BE ARMORED CABLE (TYPE AC) WHERE ACCEPTABLE TO LOCALCODES.
UNLESS OTHERWISE INDICATED ALL ENCLOSURES FOR EQUIPMENT SHALL BE NEMA TYPE 1.
DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL FIELD CONDITIONS OR INTERFERENCES THAT MAY EXIST. CONTRACTOR SHALL VISIT THE JOB SITE, BECOME FAMILIAR WITHFIELD CONDITIONS AND ASSUME RESPONSIBILITY FOR THEM THEREOF, BEFORE BIDDING AND DURING EXECUTION OF WORK.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
GENERAL ELECTRICAL NOTES
DATA OUTLET
MOTOR
PC PHOTO CELL
SMOKE DETECTOR
ALL CONDUCTORS SHALL BE COPPER W/ THHN/THWN INSULATION. ALUMINUM CONDUCTOR WILL NOT BE ACCEPTED.22.
UNLESS OTHERWISE NOTED ALL CIRCUITS SHALL BE 2#12 AWG & 1#12 GND IN 1/2"C23.
ALL WIRING SHALL BE IN METAL CLAD CABLE OR (BX) OR IN FLEXIBLE METAL CONDUIT UNLESS OTHERWISE INDICATED ABOVE. PROVIDE A DEDUCT PRICE TO BE NON-METALLIC
CABLE (ROMEX) WHERE CONCEALED.24.
FLOOR OR COUNTERTOP MOUNTED DUPLEX RECEPTACLE OUTLET
240 VOLT OUTLET
SPECIAL PURPOSE SINGLE RECEPTACLE OUTLET
EXTERNALLY OPERATED DISCONNECT SWITCH
SWITCH LEG WIRING
AIR HANDLING UNITAH-#
SMOKE AND CARBON MONOXIDE DETECTOR
SURFACE CEILING MOUNTED LIGHT FIXTURE
EXHAUST FAN/ LIGHT
CONDENSING UNITCU-#
WI-FI HOT SPOT
TV CABLE OUTLET
DIMMER SWITCH
TIMER SWITCH
MANUFACTURERS ASSOCIATION
ADA COMPLIANT STROBE WITH REQUIRED CANDELA (cd) RATING - WALL
FIRE ALARM CONTROL PANEL
INDIVIDUAL ADDRESSABLE INPUT MODULE
SPRINKLER TAMPER SWITCH TO BE MONITORED
SPRINKLER FLOW SWITCH TO BE MONITORED
ADA COMPLIANT STROBE WITH REQUIRED CANDELA (cd) RATING - CEILING
SMOKE DETECTOR
MANUAL PULL STATION
FIRE ALARM SYMBOL LIST
SYMBOL DESCRIPTION
FIRE ALARM ANNUNCIATOR PANEL
SMOKE DETECTOR CONNECTED TO ELEVATOR RECALL SYSTEM.
LIGHT FIXTURE SCHEDULE
MOTOR SWITCH
COMBINATION SMOKE/CARBON MONOXIDE DETECTOR
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
E3.3
ELECTRICAL
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
No.Description Date
PHONE OUTLET
SM