ATTACHMENT C Newport News Redevelopment and Housing ... NNRHA MC.pdf · d4-a501 building d4 -...
Transcript of ATTACHMENT C Newport News Redevelopment and Housing ... NNRHA MC.pdf · d4-a501 building d4 -...
101
?
1t
DOOR TYPE
WINDOW TYPE
DEMOLITION NOTE
BUILDING/WALL/DETAIL SECTION #SHEET # WHERE SECTION IS DRAWN
FLOOR LEVEL
A101
1
Ref
1Ref
1 Ref
1
Ref
ELEVATION TAGSHEET # WHERE SECTION IS DRAWN
KEY NOTE
S1 WALL TYPEFIRE RATING
ROOM TAGROOM #ROOM SQUARE FOOTAGE
ALIGN
ENLARGED PLAN/DETAIL LOCATIONWITH SHEET TAKEN AND SHEET SHOWN
1SIM
A102 A103
A1011
SIMPLAN NUMBER AND SHEET
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE DEOMLISHED
NEW DOOR
? NEW WORK NOTE
Room name101
150 SF
?
NameElevation
BRICK - ELEVATION
BRICK - PLAN
CMU - PLAN
CONCRETE
GROUT
GYPSUMWALLBOARD
PLYWOOD
INSUL - RIGID
STEEL
WOOD
INSUL - BATT
1 HOUR FIRE SEPARATION
2 HOUR FIRE SEPARATION
3 HOUR FIRE SEPARATION
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
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CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
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ns -
Build
ing
#6
T100
12022-2
Title Sheet
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10.03.2014
D4
Marshall Courts Renovations - Building #6Newport News, Virginia
Newport News Redevelopment and Housing Authority
APPLICABLE CODES + STANDARDS
PROJECT INFORMATION
ARCHITECTURAL SYMBOLS
MATERIAL LEGEND
VICINITY MAP
LOCATION MAP DRAWING INDEX
AFF ABOVE FINISH FLOORACT ACOUSTICAL CEILING TILEARCH ARCHITECTURALCT CERAMIC TILECONC CONCRETECMU CONCRETE MASONRY UNITDEMO DEMOLITIONDIA DIAMETERDIM DIMENSIONDWG DRAWINGEWC ELECTRICAL WATER COOLEREQ EQUALFEC FIRE EXTINGUISHER CABINETGWB GYPSUM WALL BOARDMFR MANUFACTURERMO MASONRY OPENINGMECH MECHANICALMIN MINIMUMNIC NOT IN CONTRACTNTS NOT TO SCALEOC ON CENTERRO ROUGH OPENINGSIM SIMILARSPEC SPECIFICATIONSTRUCT STRUCTURALTYP TYPICALUON UNLESS OTHERWISE NOTEDVIF VERIFY IN FIELD
SITE PLAN / WORK AREAS
Building #6 Renovations
Building Type: D4GSF: 2,400Units: 2Number of Bldgs: 1
ABBREVIATIONS
IFB#MFBU-01-15
VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2012
VIRGINIA REHABILITATION CODE 2012
CITY OF NEWPORT NEWS ZONING ORDINANCE 2013
ICC / ANSI A117.1, ACCESSIBLE AND USABLE BUILDINGS 2003AND FACILITIES
TITLE SERIES
T100 TITLE SHEETT101 BUILDING D4 - ENTRY DETAILS + RESIDENTIAL SIGNAGE
ARCHITECTURAL SERIES
BUILDING TYPE D4D4-D101 BUILDING D4 - DEMOLITION PLANS - BUILDING #6D4-D201 BUILDING D4 - DEMOLITION ELEVATIONS - BUILDING #6
D4-A101 BUILDING D4 - NEW WORK PLANS - BUILDING #6D4-A201 BUILDING D4 - NEW WORK ELEVATIONS - BUILDING #6D4-A401 BUILDING D4 - WALL SECTIONSD4-A402 BUILDING D4 - WALL SECTIONSD4-A403 BUILDING D4 - SECTION DETAILSD4-A404 BUILDING D4 - SECTION DETAILSD4-A501 BUILDING D4 - EXTERIOR DETAILSD4-A601 BUILDING D4 - STAIRS, CASEWORK, MISCELLANIOUS DETAILSD4-A801 BUILDING D4 - DOOR DETAILS, FINISHES + SCHEDULESD4-A802 BUILDING D4 - WINDOW DETAILS
STRUCTURAL SERIES
BUILDING TYPE D4S001 GENERAL NOTESS101 BUILDING D4 - NEW WORK PLANS - BUILDING #6S102 BUILDING D4 - NEW WORK ROOF FRAMING PLANS - BUILDING #6S301 FOUNDATION AND PORCH FRAMING SECTIONSS302 ROOF FRAMING SECTIONS
PLUMBING SERIES
BUILDING TYPE D4P001 PLUMBING LEGEND, NOTES AND ABBREVIATIONSP002 PLUMBING FIXTURE PLATESP003 PLUMBING DETAILSPD101 PLUMBING DEMOLITION PLANSP101 PLUMBING NEW WORK PLAN
MECHANICAL SERIES
BUILDING TYPE D4M100 MECHANICAL LEGEND, NOTES AND ABBREVIATIONSMD101 MECHANICAL DEMOLITION PLANSM101 MECHANICAL NEW WORK PLANSM501 MECHANICAL DETAILSM502 MECHANICAL DETAILS AND SCHEDULES
ELECTRICAL SERIES
BUILDING TYPE D4E100 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONSED101 ELECTRICAL DEMOLITION PLANSE101 ELECTRICAL NEW WORK PLANSE601 ELECTRICAL DETAILS AND SCHEDULES
ARCHITECT:
VIA design architects, pc150 Randolph Street, Norfolk, VA
STRUCTURAL ENGINEER:
NRW Engineering, pc748 Lord Dunmore Dr. #101, Virginia Beach, VA
MECH., ELEC., PLUMB., ENGINEER:
PACE Collaborative Engineers1277 Perimeter Parkway, Virginia Beach, VA
LANDSCAPE ARCHITECT:
N/A
754A
754B
#6
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
Concrete porch.See structural details.
No
Stai
r Req
uire
d
0" -
7"1'
-0" M
inim
um B
elow
Gra
de
Varies
Fiberglass columnwrap beyond
New 4" concrete sidewalkwith 6x6 - W1.4 x W1.4Welded Wire Frame
Expansion joint with 1/2"pre-molded joint filler
0' - 4
"0'
- 4"
New Sidewalk
5' - 0"
4" porous fill
Expansion joint with 1/2" pre-molded joint filler.
Existing sidewalk to remain.
Compacted subgrade
T1013
12 ga. aluminum sheet with 10" whitereflective letters of address. Mount atcenter of EIFS cornice band. Alignwith inside edge of PVC corner trim.
LETTERING INFO:Font: Gill Sans MT CondensedHeight: 10"Color: Reflective white
1' - 0
"
1' - 10"
of door beyond
ofentablature
band
Cut PVC unit lettering. Provide lettering onporches at street, courtyard, + sideelevations. Contractor to submit signageschedule for Architect + Owner review forverification prior to ordering.
LETTERING INFO:Font: Arial BoldHeight: 4"Thickness: 1/8"Color: Match unit door colorMount: Flush mount
T1016
BLD
G D
4 - #
6 DONNA M. PHANEUF
No. 07150
O
WELA
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ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
T101
12022-2
Building D4 - Entry Details +Residential Signage
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irgin
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10.03.2014
D4
1 1/2" = 1'-0"T101
1 Section Detail - Building D4 - Entry Stair - 0' - 7"
Residential Building Signage Schedule
Building Type Building Number Sign 1 Text Sign 2 Text NotesD4 6 754A 754B
Residential Unit Signage Schedule
Building Type Building Number Unit Address Letters Signage Sets Total Letters for Unit Sign ColorD4 6 754A 4 2 8 PT-5D4 6 754B 4 2 8 PT-5
6: 2 16
1/4" = 1'-0"T101
4 Building D4 Building Signage Elevation
1/2" = 1'-0"T101 T101
3 Enlarged Elevation - Building D4 Sign
1/2" = 1'-0"T101 T101
6 Enlarged Elevation - Unit Signage 1/4" = 1'-0"T101
5 Building D4 Unit Signage Elevation
1/8" = 1'-0"T101
2 Building D4 - Original Foundations
NOTE: Drawing is taken from original constructiondocuments. Conditions may vary and are shown forreference only. Verify conditions in field.
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UP
REF
.
UP
REF
.
DNDN
D42 D42
4 Bedroom - Burn Unit
20' - 3 1/2"
4 Bedroom Unit
20' - 3 1/2"
D9
D87D11
D9
D9
D9
Living Living
D87D11
Kitchen
Bedroom
D87D11
D75
D87
D11
D12
D86
D85
D84
KitchenBedroom
D9 D9
D9 D9D9
D12
D9
D86
D85
D84
D87D11D75
D87
D11
D13 D13
Mech Mech
D87 D11
D89 D89
D89 D89
D51
D51
D51
D88 D88
D88
D88
D88
D88
D88
D91 D91
D12 D12D24
D24 D24
D24
30' -
1"
D12
D12
D12
D11
D12
D12
D12
D51
D12
D88
D12
D87
D12 D12 D12 D12
D12D12
D96D96
Mech Mech
D97
5' - 0
"
5' - 0
"
D97
D11D11 D88D88
5' - 0
" D97
UNIT # 754B UNIT # 754A
D94
Bedroom Bedroom
BedroomBath
BedroomBedroom
Bedroom
BathD87
D11 D87D11D87
D87
D87
D11
D83
D82
D81
D80
D9 D9
D9
D9
D9
D9 D9
D9
D9
D9D22D22
D87
D87
D83 D87
D11
D11
D11
D80
D81
D82
D87
D11
D87D11
D89
D89
D89
D89
D89
D89
D51
D51 D51
D88
D88
D88
D88 D88
D88
D88 D88
D88
D90 D90
D91 D91
D92 D92
D51
D88
D12
D12
D11
D12
D12
D12
D12D12
D12
D11
D12
D12
D12
D12
D12
D12
D12
D12
D66 D66
Mech Mech
D11 D88D11 D88
A201
D201
1
D201
3
D2014D201 2
D94
D93
D95
1. Contractor is responsible to provide temporary shoring prior to any demolition ofexisting load bearing structure. Maintain integrity of temporary shoring throughoutthe construction process until the new structure has been framed, and the new andexisting structures have been fully tied together.
2. Where it is called out to patch and repair areas, new construction is to matchadjacent construction.
3. Where existing doors and windows are required to be demolished, carefully saw cutframing members and remove as required.
4. Where plumbing or electrical fixtures are to be demolished carefully cap all waterlines, conduit, and all wiring before removal.
5. Where partial demolition of masonry or metal stud walls is required, saw cut, true,level, or plumb so that existing walls will align with new construction.
6. If hazardous material is suspected, contractor is to notify the owner and remove asrequired by law.
7. Except for items or material to be salvaged, recycled, or otherwise reused, removeall waste materials from the project site and legally dispose of them in a landfill orincinerator acceptable to authorities having jurisdiction.
8. Existing utility services and mechanical/electrical system are to be removed,relocated, or abandoned in walls to be demolished.
9. Refer to mechanical, plumbing, and electrical drawings for systems demolition.
10. Contractor is to notify architect immediately upon the discovery of any unforeseenconditions which may alter the demolition process.
11. Provide protection from adverse weather conditions for portions of the project whichmay be exposed to the elements during cutting and patching operations.
12. All existing construction remaining is to be protected during demolition and build out.
Demolish item indicated. Refer to demo notes andnew work plans for more information.
Existing construction to remain.
Demolish slab in area indicated. Refer to keyeddemo notes for more information.
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
D101
12022-2
Building D4 - Demolition Plans -Building #6
New
port
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10.03.2014
New
port
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irgin
ia
10.03.2014
D4
1/4" = 1'-0"D101
1 Buidling D4 Demolition Plan - Level 1
1/4" = 1'-0"D101
2 Building D4 Demolition Plan - Level 2
1/4" = 1'-0"D101
3 Buidling D4 Demolition Plan - Roof
GENERAL DEMOLITION NOTES
KEYED DEMOLITION NOTES
DEMOLITION LEGEND
D9 Remove window and sill complete. Prepare opening for new window.D11 Remove VCT floor and wood shoe mold, including closets. Prepare subfloor for new
finish.D12 Remove door, door frame and hardware completeD13 Remove stair treads. Prepare stairs to receive new treads.D22 Remove window and sill complete. Fill-in opening and prepare surface for new work.D24 Remove porch complete.D42 Existing gas meters to remain. Contractor to protect during construction.D51 Demolish existing soffit.D66 Remove all wood chair rails complete. Patch and repair all holes and prepare wall
surface for new finish.D75 Demolish base and overhead cabinets complete.D80 Remove existing water closet.D81 Remove existing lavatory.D82 Remove existing tub liner and shower surround.D83 Remove existing toilet accessories including mirror, soap holder, toilet tissue dispenser,
shower curtain rod, towel bars and grab bars.D84 Remove existing kitchen sink.D85 Remove existing range and range hood.D86 Remove existing refrigerator.D87 Remove existing ceiling mounted light fixtures. See electrical details.D88 Demolish existing partitions, furred walls, GWB, wood chair rails, and wood trim from
walls and ceiling complete.D89 Remove built-in shelving complete.D90 Disconnect + remove washer wall box.D91 Remove metal furring and GWB from concrete beams.D92 Remove existing wood chair rail complete.D93 Remove existing metal standing seam roof and structural supports complete.D94 Remove existing mansard roof + frame complete. Sawcut cantilevered porch overhang.
See structural drawings for more information. Prepare underlying wall for new work.D95 Abate and remove existing built up roof on concrete roof slab structure. See abatement
specifications.D96 Sawcut existing concrete canopy full depth. Leave 6" at perimeter. See structural for
more information.D97 Remove existing concrete sidewalk and base material and dispose of all materials
offsite.
REVISIONS
NO. DATE DESCRIPTION
In addition to demolition requirements indicated in the drawings andspecifications, the Contractor is responsible for the removal and disposalof the existing household debris located in the burned unit of the building.See Appendix 2 for photographs of the existing debris to be removed.
DEBRIS REMOVAL NOTE
ATTACHMENT C
Demolish item indicated. Refer to demo notes andnew work plans for more information.
Existing construction to remain.
Demolish slab in area indicated. Refer to keyeddemo notes for more information.
1. Contractor is responsible to provide temporary shoring prior to any demolition ofexisting load bearing structure. Maintain integrity of temporary shoring throughoutthe construction process until the new structure has been framed, and the new andexisting structures have been fully tied together.
2. Where it is called out to patch and repair areas, new construction is to matchadjacent construction.
3. Where existing doors and windows are required to be demolished, carefully saw cutframing members and remove as required.
4. Where plumbing or electrical fixtures are to be demolished carefully cap all waterlines, conduit, and all wiring before removal.
5. Where partial demolition of masonry or metal stud walls is required, saw cut, true,level, or plumb so that existing walls will align with new construction.
6. If hazardous material is suspected, contractor is to notify the owner and remove asrequired by law.
7. Except for items or material to be salvaged, recycled, or otherwise reused, removeall waste materials from the project site and legally dispose of them in a landfill orincinerator acceptable to authorities having jurisdiction.
8. Existing utility services and mechanical/electrical system are to be removed,relocated, or abandoned in walls to be demolished.
9. Refer to mechanical, plumbing, and electrical drawings for systems demolition.
10. Contractor is to notify architect immediately upon the discovery of any unforeseenconditions which may alter the demolition process.
11. Provide protection from adverse weather conditions for portions of the project whichmay be exposed to the elements during cutting and patching operations.
12. All existing construction remaining is to be protected during demolition and build out.
D94 D9
D9D30 D21 D41D12 D12 D16D16
D9 D9 D9
D30D9D21D30
D94 D9 D9
D30 D9 D21 D9 D41D21D30 D30
D94 D9
D9
D9
D9D30 D21 D41D21D30 D30D42 D42
D94
D21
D12D12
D9
D22 D22 D9
D30
D41D16 D74 D74D9 D21 D9D21
D21
D9
D30
D9
D30 D16
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
D201
12022-2
Building D4 - DemolitionElevations - Building #6
New
port
New
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t and
Hou
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10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4
GENERAL DEMOLITION NOTES
KEYED DEMOLITION NOTES
DEMOLITION LEGEND
D9 Remove window and sill complete. Prepare opening for new window.D12 Remove door, door frame and hardware completeD16 Remove wall mounted light fixture. Patch and repair wall for new work.D21 Remove wood siding. Prepare wall for new finish.D22 Remove window and sill complete. Fill-in opening and prepare surface for
new work.D30 Demolish EIFS complete. Prepare underlying wall for new work.D41 Remove 2" rigid insulation around perimeter foundation from approximately 6"
above grade to top of footing. Prepare foundation wall for new work.D42 Existing gas meters to remain. Contractor to protect during construction.D74 Remove utility access panel complete. Coordinate utility placement with PME
drawings.D94 Remove existing mansard roof + frame complete. Sawcut cantilevered porch
overhang. See structural drawings for more information. Prepare underlyingwall for new work.
1/4" = 1'-0"D101 D201
3 Building D4 Demolition - Courtyard Elevation 1/4" = 1'-0"D101 D201
4 Building D4 Demolition - Side Elevation 2
1/4" = 1'-0"D101 D201
2 Building D4 Demolition - Side Elevation 1 1/4" = 1'-0"D101 D201
1 Building D4 Demolition - Street Elevation
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUPR
EF.
REF
.
DNDN
A201
1
A2012
A201 3
A201
4
A101 8
A A
C
C
CCCC
C
C
2 4
Living Living
Kitchen
Bedroom
Kitchen
Bedroom
P16
P27
P15 P16 P25
P27 P28
P22P26
Mech.
Mech.
1 3
P15
P15
P15
P16
P16
P25
P25
P27
P28
P25 P27
P28
P29
P29
P29
P58
7' - 11 1/2"
10' - 0 1/2" 3' - 0" 3' - 3" 2' - 8"
11' -
1"0'
- 6"
3' - 2
"0'
- 6"
12' -
6"
4' - 0
"1'
- 1"
2' - 3" 2' - 10" 5' - 4 3/4"
6' - 0
"
P58F2
S2
F2F2
S2
F2
S2
S2
F2
F2
F2
F2
F2
F2F2
F2
F2F2
S2S2
F2F2
F2
F2F2
F2F2
F2
S2
F2
F2
NOTE: Units are mirrored at centerline.New work notes, wall types, anddimensions apply to both units.
New Soffit Above
New
Soffit
Abo
ve
Mech.
Mech.
89
56 11
10
1314
127
P31
15
A601
P15 P16
P25
6
A601
Sim
UNIT # 754B UNIT # 754A
P31
9
A1014
5
7
6
A201
1
A2012
A201 3
A201
4
Bedroom Bedroom
Bedroom
Bath
BedroomBedroom
Bedroom
Bath
P15 P16 P25
P27 P28 P29
P16
P27 P29
P15 P16 P25
P27 P28 P29
P16
P27
B C C B
C
C
BB
C
C
P17 P17
P15 P25
P28
P15 P25
P28
P58
P58
P42
P58
9' - 6 1/2" 7' - 0" 2' - 5"
13' - 5 1/2" 5' - 2"
3' - 10"
6' - 6
"4'
- 7"
2' - 1
"2'
- 1"
3' - 2
"9'
- 4"
3' - 4"
P15 P16 P25
P27 P29
NOTE: Units are mirrored at centerline.New work notes, wall types, anddimensions apply to both units.
Mech.Mech.
New
Soffit
Abo
ve
New Soffit Above
New
Soffit
Abo
ve
17 16 24 25
18 26
27
28
2315
19
20
21
22 30
29
P31
P31
6
A601
6
A601
Sim
P15 P16
P25
P60
P61
A5019
3
A404
P62
1. All work is to be performed in accordance with all applicable building codes,ordinances and laws.
2. Do not scale drawings. If dimensions are in question, the Contractor shall beresponsible for obtaining clarification from the Architect before proceeding with thework.
3. Dimensions are to face of stud, centerline of openings, and centerline of columnsunless otherwise noted.
4. The Contractor shall immediately notify the Architect in writing of anydiscrepancies. Contractor is to notify the Architect immediately upon discovery ofany unforeseen conditions which may alter the work.
5. Contractor shall be responsible for coordination of other trades and work betweenthe trades to ensure a full and complete job.
6. All changes in work completed without approval from the Owner shall become theresponsibility of the Contractor who shall incur all cost involved.
7. All materials shall be installed per manufacturers written instructions unlessotherwise noted (u.o.n.).
Existing construction to remain.
New construction.
Existing door to remain. New door.
2' - 6" 1' - 7 1/2"
2' - 0"Tub S
urro
und H
eight
5' - 0
"Cu
rtain
Rod H
eight
6' - 0
"
P8
P4
P3
0' - 6"
P5
1' - 6
"2'
- 3"
P63
P6
P1
P9
Hand
Tow
el Ri
ng H
eight
4' - 6
"
P8P7P9
P6 P1 P2
P40
P3
Curta
in Ro
d Heig
ht
6' - 0
"
Tub S
urro
und H
eight
5' - 0
"
P3
P8
P17
P2
P5
P3
P7
2' - 3
"
1' - 6" 1' - 6"
2' - 6" 1' - 0" 3' - 0" 1' - 6"
P12
P11
P10
P20
1' - 0
"6'
- 0"
2' - 6" 2' - 6" 1' - 0" 3' - 0" 1' - 6"
3' - 0
"1'
- 6"
1' - 0
"1'
- 6"
P10
2' - 7".
V.I.F.
10' - 7" +/-
P13
P14
7
A601
8
A601
9
A601
10
A601
11
A60112
A601
13
A601
P59
5/8" Type X GWB
2-1/2" metal studs@16" o.c.
S2
Typical to undersideof ceiling u.o.n.
Wall base asnoted on floorplan.Omit wall basebehind cabinets.
F2
1-1/2" metal studfurring wall + 5/8"GWB finish.
Wall base as notedon floorplan. Omitwall base behindcabinets. Providebehind opencounters.
0' - 3 31/32"
Typical to undersideof ceiling u.o.n.
14
A601
2' - 6" 2' - 6"
7' - 0
"
P30 P30
P59
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A101
12022-2
Building D4 - New Work Plans -Building #6
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4
GENERAL NEW WORK NOTES
KEYED NEW WORK NOTES
NEW WORK LEGEND
PARTITION TYPES - NEW
1/4" = 1'-0"A101
1 Building D4 New Work Plan - Level 1 1/4" = 1'-0"A101
2 Building D4 New Work Plan - Level 2
1/4" = 1'-0"A101
3 Building D4 New Work Plan - Roof
1/4" = 1'-0"A101 A101
4 Building D4 - 4BR - Bathroom Elevation A 1/4" = 1'-0"A101 A101
5 Building D4 - 4BR - Bathroom Elevation B
1/4" = 1'-0"A101 A101
6 Building D4 - 4BR - Bathroom Elevation C 1/4" = 1'-0"A101 A101
7 Building D4 - 4BR - Bathroom Elevation D
1/4" = 1'-0"A101 A101
8 Building D4 - 4BR - Kitchen Elevation A
P1 Provide water closet in existing location. See plumbing drawings.P2 Provide lavatory. See plumbing drawings.P3 Provide 5'-0" tub + tub surround. See plumbing drawings.P4 Towel bar. See specifications.P5 Grab bar. See specificationsP6 Wall mounted toilet tissue dispenser. See specifications.P7 Surface mounted medicine cabinet + mirror. See specifications.P8 Shower curtain rod. See specificationsP9 Hand towel ring. See specifications.P10 Provide base + overhead cabinets with countertop + backsplash. See specifications.P11 Range furnished by Owner + installed by Contractor.P12 Range hood furnished + installed by Contractor.P13 Refrigerator furnished by Owner + installed by Contractor.P14 Double kitchen sink. See plumbing drawings.P15 Provide VCT flooring throughout, including closets. See specifications.P16 Install wood half round shoe mold throughout, including closets. Paint to match trim.P17 Infill wall opening from demolished window. Match adjacent construction for a flush
finish.P20 Plastic laminate backsplash. Install 3" below base cabinet to underside of upper
cabinets.P22 Provide new 1-1/2" painted wood stair handrail.P25 Prime and paint all walls, trim, soffits, + ceilings, including closets.P26 Provide new stair treads on existing stairs. Architect to select color.P27 Provide new light fixtures. See electrical drawings.P28 Replace all electrical receptacles, CATV, telephone and switch devices, complete, in
existing locations with matching device plates. See electrical drawings.P29 Replace smoke detector with smoke detector OR combination smoke/CO detector in
existing location. Where detector is not existing, provide new interconnecteddetector per electrical drawings. See electrical drawings for detector information.
P30 Full height shelving cabinet. See casework elevations + details.P31 Provide new ceiling soffits with GWB finish on metal stud structure. See details on
A601 for more information.P40 Surface mounted soap dish.P42 Provide new washer wall box in same location. See plumbing drawings.P58 Provide built-in shelving. Prime + paint to match new wall paint.P59 Provide new removable plywood soffit closure panels. Verify height + width of panels
in field. Prime and paint to match new wall paint.P60 Provide new roof and roof structure.P61 Prefinished, zinc coated steel gutter and downspouts.P62 Pipe penetration at roof. See plumbing drawings for more information.P63 Floor mounted door stop. Coordinate installation of stop to prevent door from
contacting wall mounted towel bar.
REVISIONS
NO. DATE DESCRIPTION
1/4" = 1'-0"A101 A101
9 Building D4 - 4BR - Kitchen Elevation B
ATTACHMENT C
3A402A201
EIFS-1 Below
FCS-1 Above
N7 N9 N10 N16 N17
N13
N11
N18
N20
N1
N28N28
N44
N6
N5
N7
N6
N5
N7 N7
N25
N22
N22 N22 N22 N22
EIFS
-3
1A401A201
2A401A201
EIFS-1 Below
FCS-1 Above
N13
N11
N15 N9 N7 N10 N17 N16
N23N1
N18
N48
N20
N28N48 N23
N7
N7N7
N7
N7
N25
N6
N5
N6
N5
N25
N51 N51
N22
N22
N22 N22 N22 N22 N22 N22
N22
N13
EIFS
-3
EIFS-1 Below
FCS-1 Above
N17 N16
N44
N13
N11
N18
N20
N1
N7 N9 N10
N6
N5
N28N28
N6
N5
N7 N7
N7
N25
N22 N22 N22 N22
N22
EIFS
-3
1A402A201
2A402A201
EIFS-1 Below
FCS-1 Above
EIFS-2 Below
EIFS-2 Above
EIFS-1 Below
FCS-1 Above
EIFS-2 on Upper Parapet
N13
N23
N20
N18
N21 N22 N7 N10N9
EIFS
-3
N1 N28
N11
N7 N7 N7
N7 N7
N23
N17N16
N22
N22
N22
N22
N22
N5
N6
N13
N52N52
1. All work is to be performed in accordance with all applicable building codes,ordinances and laws.
2. Do not scale drawings. If dimensions are in question, the Contractor shall beresponsible for obtaining clarification from the Architect before proceeding with thework.
3. Dimensions are to face of stud, centerline of openings, and centerline of columnsunless otherwise noted.
4. The Contractor shall immediately notify the Architect in writing of anydiscrepancies. Contractor is to notify the Architect immediately upon discovery ofany unforeseen conditions which may alter the work.
5. Contractor shall be responsible for coordination of other trades and work betweenthe trades to ensure a full and complete job.
6. All changes in work completed without approval from the Owner shall become theresponsibility of the Contractor who shall incur all cost involved.
7. All materials shall be installed per manufacturers written instructions unlessotherwise noted (u.o.n.).
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A201
12022-2
Building D4 - New WorkElevations - Building #6
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4 1/4" = 1'-0"A101 A201
2 Building D4 New Work - Side Elevation 2
1/4" = 1'-0"A101 A201
1 Building D4 New Work - Street Elevation
GENERAL NEW WORK NOTES
KEYED NEW WORK NOTES
1/4" = 1'-0"A101 A201
3 Building D4 New Work - Side Elevation 1
1/4" = 1'-0"A101 A201
4 Building D4 New Work - Courtyard Elevation
N1 Brick base with brick rowlock cap @ entire building perimeter except whereporches are present.
N5 Synthetic porch frieze + cornice trim boards over wood roof framingN6 Low-slope membrane roofing over plywood substrateN7 Single-hung vinyl windows, 6 over 1 grilles between glassN9 Synthetic window trim, typical at all windowsN10 Sill pan extension + synthetic sill trim, typical at all single hung windowsN11 Synthetic corner trim, typical at all siding cornersN13 Fiber cement horizontal lap sidingN15 Zinc-coated steel gutterN16 EIFS frieze above second floor windowsN17 EIFS cornice profile, typical around perimeter of building and all second floor
facade bump outsN18 EIFS with smooth finish over existing brick facade, typical above top of first floor
windows to synthetic trim bandN20 EIFS with durable lath + smooth finish typical below first floor windows and where
indicated.N21 EIFS with smooth finish over wood framed bump outN22 Typical 3/4" EIFS reveal. Install per manufacturer's instructions.N23 Insulated steel (flush at street, 6 panel @ courtyard) entry door installed in new
metal frameN25 Zinc-coated steel downspoutN28 Cast-in-place concrete porchN44 Aluminum building signage with reflective white letters. See signage details.N48 Owner furnished, contractor installed access panel doors. Contractor to field paint
to match EIFS. Reference specifications for painting system.N51 Existing gas meter.N52 Typical 3/4" EIFS reveal behind column at color transition from EIFS-1 to EIFS-2.
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
Overlap gutter and heat weld
8" x 8" .034 zinc coated, prefinished, steel gutter
Existing cinder blockExisting brick
Existing concretebeam + slab
Existing continuously castawning, beam and slab
Existing concrete slab
2x6 blocking
2x12 pressure-treatedwood beams with R-38insulation. Seestructural for moredetails.
Roof insulation
Fiber cement siding. Architect to select color frommanufacturer's full range
5/4 x 4 rabbeted PVC trim
.063 prefinished aluminum sill with end dams
PVC trim beyond
Vinyl single hung energy star windowswith 6 over 1 G.B.C.
PVC flashing - overlap and heat weld toroof membrane
Aluminum counterflashing. Maintain 1/4" gapbetween siding and flashing. Do not caulk.
Continuous weather barrier. Install permanufacturer's instructions.
1 1/2" rigid insulation between (1)2x4 wood stud@ 16" O.C. Mechanically fasten to existing brick
2x4 blocking
1/2" exterior grade plywood
Finish grade. Varies by buidlinglocation
3000 psi concrete porch slab
Compressable expansion joint
1x PVC trim
6 3/4" HMF
(2)2x4 blocking with 1/2"exterior grade plywood
1 3/4" Insulated HMD
Service entry cables.Refer to PME
1 1/2" rigid insulation between (1)2x4wood stud @ 16" O.C. Mechanicallyfasten to existing brick
1/2" x 5 1/2" PVC beadboard clg.
PVC membrane roofing
Sloped roofing insulation
3/4" plywood deck
PVC flashing. Heatweld at both ends
Prefinished .040aluminum drip edge
(2) 2x12
1x10 PVC
1/2" exterior grade plywood.Attach to underside of existing
concrete awning
1x10 ventilated PVC soffit
2x8 rafters and rim band
2x4 blocking, let-in. Refer tostructural for connector
1 1/2" rigid insulation between 2x4 framing.Mechanically fasten to existing concrete slab
2x4 blocking, non continuous.Refer to structural for connector
7' - 4
1/2"
Top
of P
orch
Fra
min
g to
Top
of E
xist
ing
Stru
ctur
eLe
vel 1
Fin
ish
Floo
r to
Col
umn
Bea
ring
Hei
ght
A4031
A4033
3/4" exterior grade plywood
Adhered PVC membrane
Metal fascia wrap
Steel gutter supportbracket @ 24" o.c.
.040 prefinished aluminum coping
0' - 6"
1x PVC
1' - 7
1/2"
7' - 3
"
Col
umn
Bea
ring
Hei
ght t
o To
p of
Por
ch F
ram
ing
1' - 0
3/4"
Top
of E
xist
ing
Stru
ctur
e to
Top
of N
ew R
oof S
truct
ure
17' -
3 3/4"
Leve
l 1 F
inis
h Fl
oor t
o To
p of
New
Roo
f Stru
ctur
e
1x4 PVC trim
F2
F2
1/2" GWB ceiling on7/8" metal furring.Finish as scheduled.
1/2" GWB ceiling on7/8" metal furring.Finish as scheduled.
2x10 blocking
Existing concrete slab
Existing cinder block foundation
Existing cinder block
Existing brick
Existing concrete slab
Existing concrete slab
3" rigid insulation.
2" rigid insulation
2x4 blocking, let-in. Refer tostructural for connector
1 1/2" rigid insulation between 2x4 framing.Mechanically fasten to existing concrete slab
2x4 blocking, non continuous.Refer to structural for connector
2x6 blocking
Fiber cement siding. Architect to selectcolor from manufacturer's full range
1 1/2" rigid insulation between 2x4 wood studs @ 16"O.C. Mechanically fasten insulation to existing brick
2x4 blocking
Sealant
1/2" exterior grade plywood
Aluminum wall flashing. Maintain 1/4" gapbetween siding and flashing. Do not caulk.
5/4 x 10 PVC trim
1 1/2" rigid insulation between (1)2x4 wood studs@ 16" O.C. Mechanically fasten to 1/2" exterior
grade plywood. EIFS finish coat @ exterior face
Control joint at top of windows.Install backer rod and sealant to
manufacturer's specifications
2x6 blocking
Continuous weather barrier. Installper manufacturer's instructions
Sealant
EIFS - Architect to select color frommanufacturer's full range
Wood blocking to provide slope over step out.
2x4 blocking
2x4 blocking @ top and bottom of service chase
Service entry cables. Refer to PME
Refer to Structural
Match Foundation Width
1' - 8"
Matc
h Exis
ting D
epth
0' - 1
0"
Finish grade. Varies by buidling location
Backer rod and sealant. Install permanufacturer's instructions
Sawcut wall to existingmasonry for 2x6 blocking
Brick base
Rowlock brick cap aroundperimeter of building.
Wall tie @ 24" O.C. Referencespecifications for further instruction
Continuous weather barrier. Installper manufacturer's instructions
Through wall flashing. Installper manufacturer's instructions
Weep
Verify
Dep
th of
Foun
datio
n
Varie
s
1/2" exterior grade plywood2x6 blocking
8' - 1
0"
Leve
l 1 F
inis
h Fl
oor t
o To
p of
PV
C T
rim B
and
Leve
l 1 F
inis
h Fl
oor t
o To
p of
New
Roo
f Stru
ctur
e
Top
of E
xist
ing
Stru
ctur
e to
Top
of N
ew R
oof S
truct
ure
A4032
A4035
A4042
Overlap gutter and heat weld
8" x 8" .034 zinc coated,pre-finished, steel gutter
3/4" exterior grade plywood
Adhered PVC membrane
2x12 pressure-treatedwood beams. Seestructural for more details.
Roof insulation
Metal fascia wrap
Steel gutter supportbracket @ 24" o.c.
.040 prefinished aluminum coping
2x10 blocking
0' - 1
0 3/4"
7' - 5
"
Top
of P
VC
Trim
Ban
d to
Top
of E
xist
ing
Stru
ctur
e
17' -
1 3/4"
F2
F2
1/2" GWB ceiling on 7/8"metal furring. Finish asscheduled.
1/2" GWB ceiling on 7/8"metal furring. Finish asscheduled.
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A401
12022-2
Wall Sections
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4 1 1/2" = 1'-0"A201 A401
1 Wall Section - Street Porch 1 1/2" = 1'-0"A201 A401
2 Wall Section - Typical Wall - Street
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
Existing cast-in-placeconcrete slab
Shim level asrequired.
2x10 blocking
Existing cinder block
Existing continuously castbeam and slab
Existing brick
0' - 2
"
slope
slope
1/2" exterior grade plywood
.040 prefinished aluminumcoping. Match typical.
2x4 blocking,non continuous
Adhered PVC membrane
Overlap membrane and heatweld to base flashing
2x top plate
EIFS - architect to select color frommanufacturer's full range
.040 prefinished aluminum coping
Aluminum counter flashing
2x2 blocking
2x6 double top plate
2x10 framing sistered to2x6 framing.
Continuous 2x6 framing
1 1/2" rigid insulation between 2x6 framing.Mechanically fasten to existing concrete slab
EIFS - architect to select color frommanufacturer's full range
Vented soffit
1/2" exterior grade plywood
2x6 sole plate
0' - 2"
Vinyl single hung energy star windowswith 6 over 1 G.B.C.
PVC base flashing - overlap andheat weld to roof membrane
4 1/2" rigid insulation between (3)2x4wood studs @ 16" O.C. Mechanically
fasten to existing brick
EIFS - architect to select colorfrom manufacturer's full range
(3)2x8 blockingAluminum counter flashing
Backer rod and sealantPVC membrane roofing
Sloped roofing insulation
3/4" plywood deckPVC flashing with heat
welds on both sides
Prefinished .040drip edge
1x10 ventilated PVC soffit
1x10 PVC
2x8 rafters and rim band
1x PVC trim6 3/4" HMF
(2)2x4 blocking with 1/2"exterior grade plywood
1 3/4" insulated HMD
1/2" x 5 1/2" PVCbeadboard clg.
3000 psi concrete porch slab
Compressable expansion joint
Top o
f Low
Par
ape t
Wall
to T
o p of
High
Pa r
apet
Wall
1' - 0
"
Leve
l 1 F
inish
Floo
r to T
op of
High
Par
ape t
Wall
18' -
8 1/4"
Top
of P
orch
Fra
min
g to
Top
of E
xist
ing
Roo
f Stru
ctur
eLe
vel 1
Fin
ish
Floo
r to
Col
umn
Bea
ring
Hei
ght
A4041
1/2" exterior grade plywood.
A4031
Finish grade. Varies by buidlinglocation
8' - 0
3/4"
0' - 9
"
Roof insulation
Adhered PVC membrane
3/4" exterior grade plywood
2x6 knee wall
(2) 2x12
1x PVC
1' - 4
"0'
- 9 5/
8"0'
- 4 1/
4"
2x12 pressure-treatedwood beams with R38insulation. See structuralfor more details.
8' - 1
0 1/2"
1x4 PVC trim
1/2" GWB ceilingon 7/8" metalfurring. Finish asscheduled.
1/2" GWB ceiling on7/8" metal furring.Finish as scheduled.
F2
slope slope
Existing concreteslab and beam
Shim level as required1/2" exterior grade plywood
.040 prefinished aluminumcoping. Match typical slope.
2x8 framing sistered to 2x4framing. Refer to detail
Vented soffit
Fiber cement siding. Architect to selectcolor from manufacturer's full range
1 1/2" rigid insulation between 2x4wood studs @ 16" O.C. Mechanically
fasten insulation to existing brick
1 1/2" rigid insulation between 2x8wood studs @ 16" O.C. Mechanically
fasten insulation to existing cast inplace beam and parapet framing.
EIFS - Architect to select color frommanufacturer's full range
2x4 blocking
2x10 top plate
2x2 blocking
Sloped 2" blocking. Matchtypical slope
2x4 blocking, non continuous.Refer to structural for connector
2x4 blocking, let-in. Refer tostructural for connector
Continuous 2x4 framing. Notchwhere blocking is let in
Sealant
1/2" exterior grade plywood
3" rigid insulation
Aluminum wall flashing. Maintain 1/4" gapbetween siding and flashing. Do not caulk.
5/4 x 10 PVC trim
1/2" leveling compoundover existing finish .
3 1/2" rigid insulation between (2)2x4 woodstuds and 1/2" ply @ 16" O.C. Mechanically
fasten insulation to existing brick
Control joint at top of windows.Install backer rod and sealant to
manufacturer's specifications
(2)2x4 blocking with 1/2" exteriorgrade plywood
Continuous weather barrier. Installper manufacturer's instructions
Sealant
EIFS - Architect to select color frommanufacturer's full range
Wood blocking to provide slopeover step out
2x4 blocking
EIFS - Architect to select color frommanufacturer's full range
Existing cinder blockExisting brick
Existing concrete slab
Existing concrete slab
Existing cinder blockfoundation
2" rigid insulation
Matc
h Exis
ting D
epth
0' - 1
0"
Verify
Dep
th of
Foun
datio
n
Varie
s
Refer to Structural
Existing Foundation Width
1' - 8"
Backer rod and sealant. Install permanufacturer's instructions
Sawcut EIFS to existing masonry for 2x6blocking + 1/2" exterior grade plywood
Brick base
Rowlock brick cap aroundperimeter of building.
Wall tie @ 24" O.C. Referencespecifications for further instruction
Continuous weather barrier. Installper manufacturer's instructions
Through wall flashing. Installper manufacturer's instructions
Finish grade. Varies by buidling location
Weep
17' -
8 1/4"
Leve
l 1 F
inis
h Fl
oor t
o To
p of
Exi
stin
g E
IFS
Fin
ish.
V.I.
F.
Leve
l 1 F
inis
h Fl
oor t
o To
p of
Low
Par
apet
Wal
l
Top
of P
VC
Trim
Ban
d to
Top
of C
oncr
ete
Roo
f Bea
mTo
p of
Exi
stin
g S
truct
ure
to T
op o
f Low
Par
apet
Wal
l
A4034
0' - 2"
2x12 pressure-treatedwood beams. Seestructural for more details.
Roof insulation
Adhered PVC membrane
3/4" exterior grade plywood
2x6 knee wall
2x6 blocking
2x10 blocking
1' - 2
1/4"
7' - 8
"8'
- 10"
1/2" GWB ceiling on 7/8"metal furring. Finish asscheduled.
1/2" GWB ceiling on 7/8"metal furring. Finish asscheduled.
F2
F2
Existing concrete slab
Existing cinder blockExisting brick
Existingconcrete slab
Existingconcrete slab
Existing cinderblock foundation
Refer to Structural
0' - 4 1/2"
Existing Foundation Width
1' - 8"
1/2" exterior grade plywood
Fiber cement siding. Architect to selectcolor from manufacturer's full range
Continuous weather barrier. Installper manufacturer's instructions
2x4 blocking
Vinyl single hung energy star windowswith 6 over 1 G.B.C.
Aluminum wall flashing. Maintain 1/4" gapbetween siding and flashing. Do not caulk.
5/4 x 10 PVC trim
3 1/2" rigid insulation between (2)2x4 woodstuds + 1/2" ply @ 16" O.C. Mechanically
fasten insulation to existing brick
(2)2x6 blocking w/ 1/2" exteriorgrade plywood
Sealant
Wood blocking to provide slope over step out
EIFS - Architect to select color frommanufacturer's full range
1 1/2" rigid insulation between 2x4wood studs @ 16" O.C. Mechanically
fasten insulation to existing brick
2x4 blocking
EIFS - Architect to select color frommanufacturer's full range
3 1/2" rigid insulation between (2)2x4 woodstuds + 1/2" ply @ 16" O.C. Mechanically
fasten insulation to existing brick
Vinyl single hung energy star windowswith 6 over 1 G.B.C.
Existing 2" rigid insulation to remain
Backer rod and sealant. Install permanufacturer's instructions
Sawcut EIFS to existing masonry for 2x6blocking + 1/2" exterior grade plywood
Rowlock brick cap aroundperimeter of building.
Through wall flashing. Installper manufacturer's instructions
Weep
Finish grade. Varies by buidling location
Brick base
Concrete foundation expansion.Dowel into existing foundation.Reference structural drawings.
Wall tie @ 24" O.C. Referencespecifications for further instruction
Continuous weather barrier. Installper manufacturer's instructions
Matc
h Exis
ting D
epth
0' - 1
0"Va
ries
slope
0' - 2"2x8 framing sistered to2x4 framing.
1/2" exterior grade plywood
EIFS - architect to select color frommanufacturer's full range
.040 prefinished alum.snap lock coping
Vented soffit
2x4 blocking, let-in. Refer tostructural for connector
1 1/2" rigid insulation between 2x4 framing.Mechanically fasten to existing concrete slab
2x4 blocking, non continuous.Refer to structural for connector
Shim level as required
8' - 1
0"8'
- 1 1/
4"0'
- 9"
17' -
8 1/4"
Leve
l 1 F
inis
h Fl
oor t
o To
p of
PV
C T
rim B
and
Leve
l 1 F
inis
h Fl
oor t
o To
p of
Low
Par
apet
Wal
l
Leve
l 2 F
inis
h Fl
oor t
o To
p of
Exi
stin
g C
oncr
ete
Roo
f Bea
mTo
p of
Exi
stin
g S
truct
ure
to T
op o
f Low
Par
apet
Wal
l
2x12 pressure-treated woodbeams. See structural formore details.
Roof insulation
Adhered PVC membrane
3/4" exterior grade plywood
2x6 knee wall
2x2 blocking
slope
1/2" GWB ceilingon 7/8" metalfurring. Finish asscheduled.
F2
F2
1/2" GWB ceilingon 7/8" metalfurring. Finish asscheduled.
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A402
12022-2
Wall Sections
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4 1 1/2" = 1'-0"A201 A402
1 Wall Section - Courtyard Porch 1 1/2" = 1'-0"A201 A402
2 Wall Section - Typical Wall - Courtyard 1 1/2" = 1'-0"A201 A402
3 Wall Section - Typical Side Wall
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
PVC membrane roofing
Sloped roofing insulation
3/4" plywood deck
PVC flashing with heatwelds at both sides
Prefinished .040 drip edge
1/2 x 5 1/2 PVCbeadboard clg.
1x10 ventilatedPVC soffit
1x10 PVC
1x2 PVC trim
8x8 column wrap beyond
4" plywood edge bandaround perimeter ofporch roof
2x8 rafters +rim band
(2) 2x12
1x PVC
1/2" exterior grade plywood. Attach tounderside of existing concrete awning.
0' - 11 3/4"
1/2" exterior grade plywood
Aluminum wall flashing. Maintain1/4" gap between siding and
flashing. Do not caulk.
5/4x10 PVC trim
2x4 blocking
Continuous weather barrier
Sealant
Wood blocking to provideslope over bump out
2x4 blocking
1/2" exterior grade plywood
1/4"
Gap
EIFS
Existing brick
1 1/2" rigid insulation
2" rigid insulation asrequired by conditions
2x4 blocking
2x6 blocking
Service entry cables. Refer to PME
1' -
0" m
in
Fiber cement siding
0' -
1 1/
2"
Fiber cement siding
Existing cinder block
Existing brick
Existing concretebeam and awning
PVC flashing - overlap and heatweld to roof membrane
Aluminum counterflashing. Maintain 1/4" gapbetween siding and flashing. Do not caulk.
Continuous weather barrier.Overlap aluminum counter flashing
1 1/2" rigid insulation
1/2" exterior grade plywoodFurred wall with paintedGWB finish. Refer toPartition Types for moredetails.2x8 blocking
2x ledger. Refer to structural.
PVC membrane roofing oversloped rigid insulation + 3/4"
plywood roof deck
0' -
6" m
in
0' -
4" m
in1/
4" g
ap
Service entry cables. Refer to PME
0' - 6"
2x4 blocking, let-in
1/2" exterior grade plywood
.040 prefinished aluminumcoping. Match typical slope
3/4" insulation board[EPS type I]
2x8 framing sisteredto 2x4 framing
Fiber cement siding
1 1/2" rigid insulation
EIFS finish coat
Existing concrete beam
slope
slope
Sloped 2" blocking.Match typical slope
2x4 blocking
2x10 top plate
2x2 blocking
Existing cinder block
Existing brick
Furred wall with painted GWB finish.Refer to Partition Types for details.
Sealant
Vented soffit
Continuous weather barrier
0' - 3 3/4" 0' - 3 1/2"
1' -
4"1'
- 0"
2x4 blocking, non continuous
Shim to level as required
Refer to structuralfor connector
Notched 2x4framing, continuous
EIFS finish coat
Refer to structuralfor connector
Sealant
1x4 blocking
0' - 2" 0' - 3 3/4" 0' - 3 3/8" 0' - 1 1/2"
0' - 0 5/8"
0' - 0 3/4"
Framing dimension from F.O.B.
1' -
7"
0' - 2"
Drip edge
3/4" insulation board[EPS type I]
Cont. weather barrier
1/2 exterior grade plywood
Cont. weather barrier
Drip edge
2x12 pressure-treated wood beamswith R38 insulation. See structural formore details.
Roof insulation
Adhered PVC membrane
3/4" exterior grade plywood
2x6 knee wall
2x10 blocking
2x6 blocking
1/2" GWB ceiling on 7/8" metalfurring. Finish as scheduled.
Min.
0' - 2
"
Ventilation space
2x4 blocking, non continuous
3/4" insulation board [EPS type I]
1 1/2" rigid insulation
Baker rod and sealant withweeps @ 2'-0" O.C.
Existing concrete beam
2x4 blocking, let-in
Furred wall with painted GWB finish.Refer to Partition Types for details.
Drip edge
Refer to structural for connector
EIFS finish coat
Refer to structural for connector
0' - 3 1/2"
Framing dimensionfrom F.O.C.
Continuous weather barrier
Overlap gutter and heat weld
8" x 8" .034 zinc coatedsteel gutter
3/4" exterior grade plywood
Adhered PVC membrane
2x12 pressure-treated wood beamswith R38 insulation. See structuralfor more details.
Roof insulation
Metal fascia wrap
Steel gutter supportbracket @ 24" o.c.
.040 prefinished aluminum coping
0' - 1
0"0'
- 5"
Downspout in background
1' - 4
"
2x10 blocking
2x6 blocking
1/2" GWB ceiling on 7/8" metalfurring. Finish as scheduled.
Vented soffit
Min.
0' - 2
"
Ventilation space
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A403
12022-2
Section Details
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4
3" = 1'-0"A401 A403
1 Section Detail - Typical Porch Edge 3" = 1'-0"A401 A403
2 Section Detail - Wall Transition 3" = 1'-0"A401 A403
3 Section Detail - Porch to Building Roof Connection
3" = 1'-0"A402 A403
4 Section Detail - Typical Parapet - Courtyard Side 3" = 1'-0"A401 A403
5 Section Detail - Typical Parapet - Street Side
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
3/4" insulation board [EPS type I]
.040 prefinished aluminumcoping. Match typical slope
1/2" exterior grade plywood
.040 prefinished aluminumsnap-lock coping
2x10 framing sistered to 2x6 framing
Adhered PVC membrane. Installper manufacturer's instructions.
Vented soffit
EIFS finish coat
4 1/2" rigid insulation
1 1/2" rigid insulation
EIFS finish coat
(3x)2x4 blocking
Existing concrete slab
slope
slope
2x6 double top plate
EIFS finish coat
Backer rod and sealant
2x6 sole plate
Sealant
Overlap base flashing andheat weld membrane tobase flashing
2x4 blocking, non continuous
2x top plate
2x2 blocking
Existing cinder block
Existing brick
Furred wall with paintedGWB finish. Refer toPartition types for details.
3/4" insulation board[EPS type I]
Sealant with weeps @ 2'-0" O.C.
Sealant
0' - 3 3/4" 0' - 5 1/2"
1' -
0"1'
- 0"
EIFS finish coat
Continuous 2x6 framing
L4x3x1/4. Refer to structural
2' -
0"1'
- 4"
0' - 2" 0' - 3 3/4" 0' - 2 3/8" 0' - 4 1/2"
0' - 0 3/4"
0' - 0 5/8"
0' - 5 3/4" 0' - 5 1/2"
0' - 2"
Drip edge
Continuous weather barrier
3/4" insulation board [EPS type I]
Drip edge
1/2" exterior grade plywood
1/2" exterior grade plywood
Cont. weather barrier
2x2 blocking
Cont. weather barrier
Shim level as required.
2x12 pressure-treated wood beamswith R38 insulation. See structural formore details.
Roof insulation
Adhered PVC membrane
3/4" exterior grade plywood
2x6 knee wall
2x10 blocking
2x6 blocking
slope
Min.
0' - 2
"Ventilation space
3" rigid insulation
Backer rod and sealant
Brick base
Concrete foundation expansion.Dowel into existing foundation.Reference structural drawings.
Rowlock brick cap aroundperimeter of building.
Wall tie @ 24" O.C. Referencespecifications for further instruction
Continuous weather barrier
Through wall flashing. Installper manufacturer's instructions
Existing concrete slab
Finish grade. Varies by buidlinglocation
Sawcut exterior wall toexisting brick for 2x6blocking + 1/2" exteriorgrade plywood
2" rigid insulation
Weep
Existing cinder blockfoundation
Refer to Structural
Existing Foundation Width
1' - 8"M
atch
Exi
stin
g D
epth
0' -
10"
Ver
ify D
epth
of F
ound
atio
n
Var
ies
EIFS - Architect to select color frommanufacturer's full range
Existing brick
Existing cinder block0' - 3 1/8" 0' - 0 1/2" 0' - 3"
Vent pipe. See plumbing for details.
Rain hood and clamp with caulking
PVC coated metal
Stretch collar on PVC coated metal
Acceptable fastener and plate compatiblewith manufacturer's roof membrane.
Continuous seam welds
Adhered PVC membrane
3/4" exterior grade plywood
2x12 pressure treated wood beams with R38insulation. See structural for more details.
Roof insulation
Existing concrete beam and walls
Existing shaft between units.
(2) non-continuous 2x12 blocking
0' - 6" Mi nim u m
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A404
12022-2
Section Details
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4 3" = 1'-0"A402 A404
1 Section Detail - Extended Parapet - Courtyard Side 3" = 1'-0"A401 A404
2 Section Detail - Typical Brick Base
REVISIONS
NO. DATE DESCRIPTION
3" = 1'-0"A101 A404
3 Section Detail - Pipe Penetration at Roof
ATTACHMENT C
PVC membraneroofing overplywood substrate
Porch structurebelow
EIFS
1/8" / 1'-0"
1" /
1'-0
"
1/8" / 1'-0"
1' - 0"
5' - 3 1/2" 5' - 3 1/2"
10' - 7"
Face
o f E
x. Br
ick t o
Edg
e of R
o of
4' - 4
"
1' - 0
"
PVC membraneroofing overplywood substrate
Porch structurebelow
1' - 1
1/4"
Face
o f E
x. Br
ick t o
Edg
e of R
o of
3' - 8
"
2' - 8 1/2" 2' - 8 1/2"
5' - 5"
2' - 8 1/2" 2' - 8 1/2"
5' - 5"
1' - 1
1/4"
Face
o f E
x. Br
ick t o
Ctr.
of C
ol umn
2' - 6
3/4"
Face
o f E
x. Br
ick t o
Edg
e of R
o of
3' - 8
"
Face
o f E
x. Br
ick t o
Ctr.
of C
ol umn
2' - 6
3/4"
3/8" / 1'-0" 3/8" / 1'-0"
1/4"
/ 1'
-0"
3/8" / 1'-0" 3/8" / 1'-0"
1/4"
/ 1'
-0"
1x2 PVC trimaround perimeter ofbeadboard ceiling
1x10 PVC ventilatedsoffit board aroundperimeter of porch
PVC trim
(2) 2x12 pressuretreated wood beam
Beadboard Ceiling Width
8' - 3 1/2"4x4 pressure-treated
wood post with plasticcolumn wrap
PVC beadboard ceilingLowe
r Ceil
ing
2' - 1
0 1/4"
Beadboard Ceiling Width
3' - 1 1/2"
1x2 PVC trimaround perimeter ofbeadboard ceiling
1x10 PVC ventilatedsoffit board aroundperimeter of porch
PVC trim(2) 2x12 pressuretreated wood beam
4x4 pressure-treatedwood post with plastic
column wrap
PVC beadboard ceiling
Beadboard Ceiling Width
3' - 1 1/2"
Lowe
r Ceil
ing
2' - 1
"
4x4 pressure-treatedwood post withplasticcolumn wrap
Part of existing concretecanopy above
23' - 0"
0' - 5
1/4"
0' - 5 1/4" 3' - 5" 15' - 3 1/2" 3' - 5" 0' - 5 1/4"
Face
o f E
x. Br
ick t o
Ctr.
of C
ol umn
2' - 3
1/4"
0' - 5
1/4"
Face
o f E
x. Br
ick t o
Fac
e of S
l ab
2' - 8
1/2"
New sidewalk. See 1/T101 formore details.
Existing sidewalk
5' - 0
"
5' - 0
"4x4 pressure-treatedwood post withplastic column wrap
0' - 9" 8' - 7" 0' - 9"
10' - 1"
0' - 9
"
Face
o f E
x. Br
ick t o
Fac
e of S
l ab
3' - 9
1/2"
5' - 0
" New sidewalk. See 1/T101 formore details.
Existing sidewalk
Brick base
.034 prefinished zinccoated steel downspout
.050 downspout bracket withapproximately 2-1/2" spacer.Mechanically fasten throughEIFS to existing brick
Concrete splashblock.Provide at every downspout.
Angle downspout around brick base
0' - 2 1/2" +/-
Brick base beyond
.050 downspout bracket withapproximately 1-1/2" spacer.Mechanically fasten to brickbase.
.034 prefinished zinccoated steel downspout
.050 downspout bracket withapproximately 2-1/2" spacer.Mechanically fasten throughEIFS to existing brick
Concrete splashblock.Provide at every downspout.
Angle downspout around brick base
Wall below
Aluminum end cap for gutter
.040 prefinished aluminum coping over steelgutter support brackets and metal fascia wrap.
Downspout and splash block below
.040 prefinished, sloped aluminumcoping over 2x10 top plate.
Edge of gutter below aluminum coping
Adhered PVC membrane roof
Aluminum coping endcap
Opening in gutter for downspout.
1/8"
/ 1'
-0"
1/8"
/ 1'
-0"
Wall Below to Gutter Transition
0' - 5" 0' - 9" +/-
Masonry Opening
1' - 7 5/8" +/-Sealant at opening in siding
Peel and stick flashing around opening
1 1/2" rigid insulation
Weather barrier
2x10 wood stud infill framing
Fiber cement siding
1/2" exterior grade plywood
Exterior grille. Coordinate location withexterior downspouts. Align all exterior grillesat same elevation. Architect to select color.
Exhaust fan ductwork. Seemechanical drawings + specifications.
Cabinet exhaust fan. See mechanicaldrawings + specifications.
Interior exhaust fan grille by fanmanufacturer. See mechanical drawings +specifications. Architect to select color.
(2) layers of 1/2" exterior grade plywood.Coordinate opening with exhaust fan dimensions.
5/8" moisture resistant GWB. Align with existingplaster or GWB finish. Paint per finish schedule.
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A501
12022-2
Exterior Details
New
port
New
s R
edev
elop
men
t and
Hou
sing
Aut
horit
y
10.03.2014
New
port
New
s, V
irgin
ia
10.03.2014
D4
1/4" = 1'-0"A501
1 Enlarged Roof Plan - Courtyard Porch 1/4" = 1'-0"A501
2 Enlarged Roof Plan - Street Porches
1/4" = 1'-0"A501
3 Enlarged Ceiling Plan - Courtyard Porch 1/4" = 1'-0"A501
4 Enlarged Ceiling Plan - Street Porches
1/4" = 1'-0"A501
6 Enlarged Plan - Street Porches 1/4" = 1'-0"A501
5 Enlarged Plan - Courtyard Porch
1 1/2" = 1'-0"A501
8 Gutter Base Section / Elevation 1 1/2" = 1'-0"A501
7 Enlarged Elevation - Downspout Base 1 1/2" = 1'-0"A101 A501
9 Plan Detail - Gutter Transition
REVISIONS
NO. DATE DESCRIPTION
3" = 1'-0"A501
10 Wall Infill at Bathroom Windows
ATTACHMENT C
UP
DN
4A601
1-1/2" woodhandrail mountedto existing wall
Strip finish offexisting wood stairwall cap. Refinish tomatch new 1-1/2"wood wall mountedhandrails.
Provide new stair treadsover existing stairs. Seetread detail.
4A601
1-1/2" woodhandrail mountedto existing wall.Stop rail beforecolumn protrusion
Provide new stair treadsover existing stairs. Seetread detail.
A6015
3
A601
12 Treads @ 9 - 1/2"
9' - 5 1/8"Existing concretestructure
Existing concrete stairsExisting closet for unit.Provide new floor + base,paint walls + existingwood shelves.
1-1/2" wood handrailmounted to existing wall Bedroom door beyond
0' - 0
1/8"
0' - 2
"0'
- 0 1/
4"
Stair Tread
0' - 9 1/2"
Stair Tread + Nosing
0' - 10 1/2" Vinyl stair tread. Install permanufacturer's instructions
Epoxy caulking compound(nose filler). Apply insideinternal area of stair treadsbetween internal nose angle ofthe tread and step edge.
Acrylic stair tread adhesivefor conrete installation.
Steel stringer beyond
Existing concrete + steel stairs
0' - 1 1/2" Min.
Stainless steelmounting bracket
Stainless steelexpansion bolts intoexisting CMU wallstructure
1-1/2" wood handrail
Furred wall with paintedGWB finish.
2' - 0"
Backsplash - return at sides where applicable
3/4" top - finish as specified
3/4" panel
3/4" face frame
Sink - ref plumbing drawings
Integrated finger pull, typical
3/4" sides and door
1/4" back
3/4" bottom
Base as scheduled to match room
3' -
0"0'
- 4"
2' - 0"
3/4" top - finish as specified
1/2" drawer sides and back
3/4" drawer front
1/4" drawer bottom
3/4" face frame
Drawer web frame with roller guides
Integrated finger pull, typical
3/4" adjustable shelf
3/4" sides and door
1/4" back
3/4" bottom
Base as scheduled to match room
Backsplash - return at sides where applicable
4"3'
- 0"
2' - 0"
3/4" top - finish as specified
1/2" drawer sides and back
3/4" drawer front
1/4" drawer bottom
3/4" face frame
Drawer web frame with roller guides
Integrated finger pull, typical
3/4" sides and door
1/4" back
3/4" bottom
Base as scheduled to match room
Backsplash - return at sides where applicable
4"3'
- 0"
3/4" face frame
1/4" back
3/4" bottom
3/4" sides and door
Bottom of cabinetat 72" AFF
Top of cabinet at 84" AFF
3/4" top
Refrigerator
1/4" plywood back panel beyond. matchcabinet finish
1' -
0"
1' - 0"
2-1/2" metal studs @ 16"o.c. for soffit support
1/2" removable plywoodpanels, finish as specified
1' - 0"
2' -
6"
3/4" face frame
1/4" back
3/4" bottom
Integrated finger pull, typical
3/4" adjustable shelves
3/4" sides and door
Bottom of cabinet at 4'-6" A.F.F.
Top of cabinet at 7'-0" A.F.F.
3/4" top
2-1/2" metal studs @ 16"o.c. for soffit support
1/2" removable plywoodpanels, finish as specified
3/4" face frame
1/4" back
3/4" bottom
3/4" sides and door
Bottom of cabinet at 5'-6" A.F.F.
Top of cabinet at 7'-0" A.F.F.3/4" top
Typ. wall cabinet beyond
1' -
6"
1' - 0"
Range hood furnished +installed by contractor
2-1/2" metal studs @ 16"o.c. for soffit support1/2" removable plywoodpanels, finish as specified
1/4" back
3/4" bottom
Integrated finger pull, typical
3/4" sides and door
Bottom of cabinet at 72" AFF
Typ. wall cabinet beyond
1' -
6" 1' - 0"
3/4" face frameTop of cabinet at 84" AFF3/4" top
2-1/2" metal studs @ 16"o.c. for soffit support
1/2" removable plywoodpanels, finish as specified
3/4" top
3/4" bottom
3/4" face frame
3/4" shelves with 3/4" edge
3/4" sides and door
1/4" back
3/4" bottom
Base as scheduledto match room
3/4" sides and door
3/4" face frame
top of cabinet at 84" AFF
5' -
0"2'
- 0"
1' -
4"1'
- 4"
1' - 4"
Existing concrete structure
5/8" GWB, finish as scheduled.
2-1/2" metal studs @ 16" o.c.for soffit support
GWB corner bead
S2 wall type. See PartitionTypes for details.
Clea
r
0' - 6
"
1/2" GWB ceiling on 7/8" metal furring
Clear
0' - 6"
Existing concrete structure
5/8" GWB, finish as scheduled.
2-1/2" metal studs @ 16" o.c.for soffit support
GWB corner bead
S2 wall type. See PartitionTypes for details.
Clear
1' - 2"
Clea
r
0' - 8
"
1/2" GWB ceiling on 7/8"metal furring. Slope withexisting concrete structure.
DONNA M. PHANEUF
No. 07150
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www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A601
12022-2
Stairs, Casework, MiscellaneousDetails
New
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Hou
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10.03.2014
New
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New
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10.03.2014
D4
1/2" = 1'-0"A601
1 Enlarged Plan - Typical Single Run Stair - Level 1 1/2" = 1'-0"A601
2 Enlarged Plan - Typical Single Run Stair - Level 2
1/2" = 1'-0"A601 A601
4 Stair Section - Single Run
3" = 1'-0"A601 A601
5 Stair Tread Detail 3" = 1'-0"A601 A601
3 Handrail Mounting Detail
1" = 1'-0"A101 A601
7 Base Cabinet With Sink - Kitchen
1" = 1'-0"A101 A601
8 Base Cabinet With Doors + Drawer
1" = 1'-0"A101 A601
9 Base Cabinet With Drawers 1" = 1'-0"A101 A601
10 Wall Cabinet - Above Refrigerator 1" = 1'-0"A101 A601
11 Wall Cabinet 1" = 1'-0"A101 A601
12 Range Hood/Microwave 1" = 1'-0"A101 A601
13 Wall Cabinet - 1'-6" Height
NOTE:
All cabinets shall meet HUD severe use specifications.
NOTE: Finishes in all kitchens:Casework: Natural MapleCountertops: P-LAM Formica Midnight Stone 6280-58
REVISIONS
NO. DATE DESCRIPTION
1" = 1'-0"A101 A601
14 Tall Cabinet
1 1/2" = 1'-0"A101 A601
15 Section Detail - 6" Soffit
1 1/2" = 1'-0"A101 A601
6 Section Detail - 1' - 4" Soffit
ATTACHMENT C
Continuous Sealant
1x PVC trim
1/2 x 5 1/2 PVC beadboard
Insulated hollow metal door
Hollow metal door frame withfactory punched and dimpledlocations for installation into treatedwood framing as shown
1x2 PVC trim
Existing concrete beam
2x6 treated lumber
1/2" exterior grade plywood
Existing concrete awningcast into beam
PVC jamb. trim is beyond
Continuous sealantand backer rod
Furred GWB wall with painted finish. SeePartition Types for more details.
2x blocking
1/2" exterior gradeplywood
Peel and stick flashing
Insulated hollow metal door
Hollow metal door frame withfactory punched and dimpledlocations for installation intotreated wood framing as shown
1x2 PVC trim
Existing concrete beam
2x6 treated lumber
Existing concrete awningcast into beam
Furred wall with paintedGWB finish. See PartitionTypes for more details.
Sealant
1x PVC trim
1/2 x 5 1/2 PVC beadboard clg.
1/2" exterior grade plywood
PVC jamb beyond
Continuous Sealant
shim to level as required
Continuous sealant
2x blocking
1/2" exterior grade plywood
Peel and stick flashing
Continuous sealantand backer rod
1" PVC trim
1 x 4 PVC trim
Continuous sealant
Insulated hollow metal door
Hollow metal door frame with factorypunched and dimpled locations forinstallation into treated wood framingas shown
Furred wall withpainted GWB finish.See Partition Typesfor more details.
EIFS
2 x 6 treated lumber
2x4 blocking
3 1/2" rigid insulation
Existing concrete threshold
1 x 2 PVC trim
Existing cinder block
Existing brick
1/2" exterior grade plywood
Continuous sealantand backer rodPeel and stick flashing
Insulated hollow metal door
PVC trim
New aluminum threshold setin continuous bed of sealant
Wall beyond
White mortar, filler , sealant, caulkingor other approved equal at bottom of
door frame. Typical at each side
High strength grout or otherapproved equal at bottom
of alum. threshold
HMF
Existing floor slab
TYPE ASINGLE - FLUSH
6 PANEL
TYPE BSINGLE - FLUSH
EXTERIOR
TYPE CSINGLE - FLUSH
INTERIOR
NOT USED
2-1/2" metal studs
5/8" GWB
3" x 3/4" hardwood casing
Wood frame
Refer to door schedulefor door types and sizes.
DONNA M. PHANEUF
No. 07150
O
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MNO
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RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A801
12022-2
Door Details, Finishes +Schedules
New
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New
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10.03.2014
New
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New
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10.03.2014
D4
3" = 1'-0"A801
1Typical Door Head - HMD @ Existing Street SideCanopy
3" = 1'-0"A801
2Typical Door Head - HMD @ Existing Courtyard SideCanopy
3" = 1'-0"A801
3 Typical Door Jamb - Exterior HMD
3" = 1'-0"A801
4 Typical Door Sill - Exterior HMD
1/4" = 1'-0"Door Types
3" = 1'-0"A801
5 Door Detail - Interior Door Head / Jamb
Exterior Door Schedule
BuildingNumber
UnitAddress
DoorNumber Type Mark Width Height
FrameType Finish Head Jamb Sill
HardwareSet Notes
6 754A 1 A 2' - 8" 7' - 0" HM PT-6 3/A801 2/A801 4/A801 16 754A 4 A 2' - 8" 7' - 0" HM PT-6 3/A801 2/A801 4/A801 16 754B 2 A 2' - 8" 7' - 0" HM PT-6 3/A801 2/A801 4/A801 16 754B 3 A 2' - 8" 7' - 0" HM PT-6 3/A801 2/A801 4/A801 1
Interior Door Schedule - Building #6
Door Number Type Mark Width Height Frame Type Finish Head Jamb Sill Hardware Set Notes5 C 2' - 4" 6' - 8" WD PT-1 5/A801 5/A801 26 C 2' - 4" 6' - 8" WD PT-1 5/A801 5/A801 27 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 28 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 29 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 210 C 2' - 4" 6' - 8" WD PT-1 5/A801 5/A801 211 C 2' - 4" 6' - 8" WD PT-1 5/A801 5/A801 212 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 213 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 214 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 215 C 2' - 0" 6' - 8" WD PT-1 5/A801 5/A801 216 C 1' - 8" 6' - 8" WD PT-1 5/A801 5/A801 217 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 218 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 219 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 220 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 221 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 222 C 2' - 4" 6' - 8" WD PT-1 5/A801 5/A801 223 C 2' - 0" 6' - 8" WD PT-1 5/A801 5/A801 224 C 1' - 8" 6' - 8" WD PT-1 5/A801 5/A801 225 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 226 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 227 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 228 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 229 C 2' - 6" 6' - 8" WD PT-1 5/A801 5/A801 230 C 2' - 4" 6' - 8" WD PT-1 5/A801 5/A801 2
Unit Schedule
Building Number Unit Address Base Finish Floor Finish Wall Finish Ceiling Finish Notes6 754A PT-1 VCT-1 PT-1 PT-16 754B PT-1 VCT-1 PT-1 PT-1
Grand total: 2
FINISH SCHEDULE KEY
VCT-1 VCT Floor: Armstrong Standard Excelon Soft Warm Gray #51861
PT-1 Paint: Sherwin Williams Snowbound - SW7004PT-6 Paint: Sherwin Williams Rainstorm - SW6230
EIFS-1 Exterior Insulated Finishing System: Almond (light) 10407EIFS-2 Exterior Insulated Finishing System: Brushwood (dark) 10423EIFS-3 Exterior Insulated Finishing System: Snowball (white)
FCS-1 Fiber Cement Siding: CertainTeed Pacific Blue 027
NOTE: All materials listed in the key and legend are by specific manufacturersand are basis of design products only. Acceptable equals as approved by thearchitects will be considered in lieu of these products. Refer to the specificationsfor more information.
Not all materials are used in each building, but are listed here for reference.
NOTES:
1. Base for units is wood.2. Wall finish is GWB.3. Ceiling finish is GWB.
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
M.O
.
4' -
3 1/
2"
M.O.
6' - 1 7/8"
M.O.
4' - 7 3/4"
M.O
.
4' -
3 1/
2"
Type A Type B Type C
Note: For window Type(s) A, B + C all head, jamb and sillsections are similar. Refer to window details below forinstallation to specific to wall conditions present.
WINDOW DATA: Windows: AAMA Rated HR-40, DP-40[Sim @ all] U-factor: .35 max
SHGC: .40%
Backer rod and sealant1x PVC trim
1x4 PVC trim
Prefinished alum.counter flashing
Single hung vinyl windowanchored through jambs
Furred wall withpainted GWB finish.See Partition Typesfor more details.Finish as scheduled.
EIFS
Shim as required
12" peel and stick flashing
2x6 blocking3 1/2" rigid insulation
PVC jamb trimbeyond
2x blocking
1/2" exteriorgrade plywood
Sealant
Weather barrier
Existing concrete beam
Existing brick
Existing sill angle
Sealant
Backer rod and sealant1x PVC trim
1x4 PVC trim
Sealant
Single hung vinyl window
Mounting clip w/ trim
3/4x PVC trim
Furred wall withpainted GWB finish.See Partition Typesfor more details.Finish as scheduled.
EIFS
Shims
2x8 buck frame
12" peel and stick flashing
2x4 blocking
3 1/2" rigid insulation
Sill pan flashingbeyond
Window trim beyond
2x blocking
1/2" exteriorgrade plywood
Weather barrier
Existing cinderblock
Existing brick
1x4 PVC trim
1/2" exteriorgrade plywood
12" peel and stick flashingcont. around rough opening
1x10 PVC trim mechanically fastenedto sill block. Apply sealant over
fasteners and match to finish. Verifydimensions in field prior to ordering
Shim as required
PVC jamb trim beyond
2x4 blocking
Sealant
2x8 blocking. Cut tomatch sill slope.
3 1/2" rigid insulation
EIFS
Window sill.Trim width as required fornew window installation
Single hung vinyl windowanchored through jambs
Weather barrier. Lap overEIFS weather barrier below
Existing sill block
Existing cinder block
Furred wall with paintedGWB finish. See PartitionTypes for details. Finishas scheduled.
Existing brick
Sealant
Window trim
Drip edge
Single hung vinyl windowanchored through jambs
Painted wood jambbeyond.
Sealant
EIFS finish coat
Shim as required
2x4 blocking
1/2" exterior grade plywood
1 1/2" rigid insulation
PVC jamb beyond
Backer rod and sealant withweeps @ 24" O.C.
2x4 blocking,non continuous
Continuous weather barrier
Existing concrete beam
3/4" insulation board[EPS type I]
EIFS soffit
Backer rod and sealant
1x PVC trim
5/4x4 rabbeted PVC trim
Sealant
Single hung vinyl window
Mounting clip w/ trim
3/4" PVC trim
Furred wall with paintedGWB finish. See PartitionTypes for details. Finish asscheduled.
Shims
2x8 buck frame
12" peel and stick flashing
2x4 blocking
1 1/2" rigid insulation
Sill pan flashingbeyond
Window trim
Weather barrier
2x blocking
Fiber cement siding1/2" exterior grade
plywoodExisting brick
Existing cinder block
5/4 x 4 rabbeted PVC trim
1/2" ply
12" peel and stick flashing cont.around rough opening
Sealant
Shim as required
PVC jamb trim beyond
2x4 blocking
1 1/2" rigid insulation
Cont. weather barrier
Window sill. Trim width asrequired for new windowinstallation
Single hung vinyl windowanchored through jamb
Hardie lap siding
Sealant
Existing sill block
Existing cinder block
Existing brick
Furred wall with paintedGWB finish. See PartitionTypes for details. Finishas scheduled.
1x PVC trim mechanically fastened tosill block. Apply sealant over
fasteners and match to finish. Verifydimensions in field prior to ordering.
1" min
Window trim
Drip edge
Single hung vinyl windowanchored through jambs
Sealant
EIFS finish coat
Shims
Continuous weather barrier
2x4 cont. sill plate
1 1/2" rigid insulation
PVC jamb trim beyond
1/2" exterior gradeplywood
Backer rod and sealant withweeps @ 2'-0" O.C.
Existing concrete beam
3/4" insulation board[EPS type I]
Painted wood jambbeyond
HSS, refer to structural
EIFS soffit
Sealant
1x PVC trim
1x4 PVC trim
Sealant
Single hung vinyl window
Mounting clip w/ trim
3/4" PVC trim
Furred wall with paintedGWB finish. See PartitionTypes for details. Finish asscheduled.
EIFS
Shims
2x8 buck frame
12" peel and stick flashing
(x3)2x4 blocking
4 1/2" rigid insulation
Sill pan flashing beyond
Window trim
2x blocking
Weather barrier
Existing brick
Existing cinder block
1x4 PVC trim
2x4 blocking
12" peel and stick flashingcont. around rough opening
Sealant
Shim as required
PVC jambtrim beyond
2x6 blocking
4 1/2" rigid insulation
Window sill. Trim width asrequired for new windowinstallation
Single hung vinyl windowanchored through jambs
EIFS
2x8 blocking. Cut tomatch sill slope
Existing sill block
Existing brick
Existing cinder block1" min
Sealant
Weather barrier. Lap over EIFSweather barrier below
Furred wall with painted GWBfinish. See Partition Types formore details. Finish as scheduled.
Window trim
DONNA M. PHANEUF
No. 07150
O
WELA
HT
MNO
MCO
IF V
AINI
RG
ERAHC TI C T
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
A802
12022-2
Window Details
New
port
New
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Hou
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10.03.2014
New
port
New
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irgin
ia
10.03.2014
D4
1/4" = 1'-0"New Fiberglass Windows
1
3" = 1'-0"A802
1 Typical Window Head - EIFS Level 1
3" = 1'-0"A802
2 Typical Window Jamb - EIFS
3" = 1'-0"A802
3 Typical Window Sill - EIFS
3" = 1'-0"A802
4 Typical Window Head - EIFS Level 2
3" = 1'-0"A802
5 Typical Window Jamb - Siding
3" = 1'-0"A802
6 Typical Window Sill - Siding
3" = 1'-0"A802
7 Typical Window Head - EIFS Level 2 Bump Out
3" = 1'-0"A802
8 Typical Window Jamb - EIFS Bump Out
3" = 1'-0"A802
9 Typical Window Sill - EIFS Bump Out
REVISIONS
NO. DATE DESCRIPTION1 Date 1 Revision 1
ATTACHMENT C
ARCH. ARCHITECT, ARCHITECTURALBLDG. BUILDINGBOTT. BOTTOMC.M.U. CONCRETE MASONRY UNITC.J. CONTROL JOINTCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONT. CONTINUOUSDIA. DIAMETERDIAG. DIAGONALDWG. DRAWINGE.F. EACH FACEELEV. ELEVATIONEXIST. EXISTINGEXP. EXPANSIONFOUND. FOUNDATIONFNDN. FOUNDATIONF.O. FACE OFF.O. FACE OF BRICKFTG. FOOTINGGALV. GALVANIZEDHORIZ. HORIZONTALINSUL. INSULATIONJT. JOINTL ANGLELLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMECH. MECHANICALOPP. OPPOSITEP.S.I. POUNDS PER SQUARE INCHP.S.F. POUNDS PER SQUARE FOOTREF. REFERENCEREINF. REINFORCE,REINFORCINGREQ'D. REQUIREDSCHED. SCHEDULESECT. SECTIONSHT. SHEETSPECS. SPECIFICATIONSSTL. STEELT.O. TOP OFTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDVERT. VERTICALW.W.F. WELDED WIRE FABRICW/ WITHW/O WITHOUTC.L. CENTERLINEPL. PLATEO.C. ON CENTERØ DIAMETER° DEGREES± PLUS OR MINUS
STRUCTURALABBREVIATIONS LIST
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Marshall Courts Renovations - Building #6
S001
12022-2
GENERAL NOTES
Newport News Redevelopment and Housing Authority
Newport News, Virginia
10.03.2014
GENERAL NOTES:
GENERAL NOTES:
1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THEPROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION, AS ADOPTEDBY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2012 EDITION, EFFECTIVEJULY 14, 2014.
2. ALL WORK SHALL COMPLY WITH THE CODES LISTED BELOW AND IN THESPECIFICATIONS.
3. VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATESLOTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES.PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FORVARIOUS TRADES.
4. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, ETC.,NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEWPORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. MAKE ALLMEASUREMENTS NECESSARY PRIOR TO THE FABRICATION AND ERECTION OFSTRUCTURAL MEMBERS.
5. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING STRUCTURE,BECOME FAMILIAR WITH STRUCTURAL CONDITIONS OF THE EXISTINGSTRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALLNECESSARY SAFEGUARDS, TO MAINTAIN ALL PARTS OF THE STRUCTURE IN ASAFE CONDITION AT ALL TIMES DURING THE PROCESS OF CONSTRUCTION AND TOPROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING BUILDING WHICHARE TO REMAIN.
6. SUBMIT SHOP DRAWINGS OF TIMBER ROOF TRUSSES, TIMBERCONNECTORS, REINFORCEMENT DETAILS, STRUCTURAL STEEL, ETC. FORAPPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALLCHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONALCORRECTNESS.
7. UNDER NO CIRCUMSTANCES SHALL REPRODUCTION OF CONTRACTDRAWINGS BE USED AS SHOP DRAWINGS.
8. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT ANDHOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORKAND CONNECTIONS HAVE BEEN COMPLETED.
9. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OFCONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THESTRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF THISSTRUCTURE ARE INDICATED IN THE “DESIGN CRITERIA NOTES”. DO NOT APPLYANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS PROPERLYCONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.
10. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONOF JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURINGPERFORMANCE OF THE WORK.
11. THE DUTY OF THE ARCHITECT IN CONDUCTING CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OFADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THECONSTRUCTION SITE.
12. GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERESPECIFICALLY DETAILED OR NOTED OTHERWISE.
13. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAMING.REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THECONSTRUCTION OF THE STRUCTURAL FRAME.
14. INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATIONFROM THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT RELIEVED OF THERESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEWOF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HASSPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION ATTHE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVENWRITTEN APPROVAL TO THE SPECIFIC DEVIATION.
FOUNDATION NOTES:
1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED FOR DESIGNBEARING PRESSURE OF 1500 PSF (ASSUMED PER EXISTING AS BUILT DRAWINGS).NO GEOTECHNICAL INVESTIGATION WAS PERFORMED FOR THIS PROJECT.SHALLOW CONCRETE SPREAD FOOTINGS AND CONTINUOUS FOOTINGS AREASSUMED TO BE ACCEPTABLE BASED ON THE EXISTING CONSTRUCTION OF THEEXISTING BUILDING.
2. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FOOTING WORK HASBEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES, ETC.
3. THE NEW PORTIONS OF THE STRUCTURE SHALL BE FOUNDED ON VERYWELL COMPACTED STRUCTURAL FILL OR UNDISTURBED SOIL WITH AN ASSUMEDDESIGN BEARING PRESSURE OF 1500 P.S.F.
4. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATIONEXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER TO VERIFYTHE EXISTING SOIL IS SUITABLE FOR FOUNDATION PLACEMENTS. THEGEOTECHNICAL ENGINEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTIONWHERE REQUIRED.
5. DO NOT PUT IN UNBALANCED BACKFILL AGAINST FOUNDATION WALLSUNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING.
CAST IN PLACE CONCRETE NOTES:
1. CAST IN PLACE CONCRETE SHALL COMPLY WITH THE AMERICAN CONCRETEINSTITUTE (ACI- 318-11), COMMENTARY, (ACI-318R-11), AND THE SPECIFICATIONSFOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).
2. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETEHAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETEEXPOSED TO WEATHER SHALL BE AIR ENTRAINED.
3. ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60.
4. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS(CONT.) SHALL BE LAPPED 48 X BAR DIAMETER AT SPLICES.
5. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENTDISLOCATION DURING THE POURING OPERATION. SUPPORT SLAB REINFORCINGBARS ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE DESIGN, OR CONCRETEBLOCKS HAVING THE SAME MINIMUM COMPRESSIVE STRENGTH OF THECONCRETE SLAB.
7. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE INACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILINGREINFORCED CONCRETE STRUCTURES (ACI-315).
8. DO NOT PLACE CONCRETE UNTIL ALL EMBEDDED WORK HAS BEENINSTALLED, TESTED AND INSPECTED.
9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
CONCRETE SURFACES CAST AGAINST SOIL: 3" CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER:1-1/2"
ROUGH CARPENTRY NOTES:
1. ROUGH CARPENTRY SHALL COMPLY WITH THE NATIONAL FORESTPRODUCTS ASSOCIATION (NFPA) “NATIONAL DESIGN SPECIFICATION FOR WOODCONSTRUCTION”.
2. UNLESS OTHERWISE NOTED, ALL NAILING SHALL BE IN ACCORDANCE WITHTHE “FASTENING SCHEDULE” SHOWN IN TABLE 2304.9.1 OF THE INTERNATIONALBUILDING CODE.
3. ALL WOOD FRAMING SHALL MEET THE REQUIREMENTS OF PS 20 “AMERICANSOFTWOOD LUMBER STANDARD” AND THE FOLLOWING MINIMUM REQUIREMENTS:
MOISTURE CONTENT - SEASONED, WITH 19% MAXIMUM MOISTURE CONTENTGRADE – NO.2SPECIES - SOUTHERN PINE GRADED UNDER SPIB RULES
4. CONSTRUCTION PANELS SHALL COMPLY WITH PS1 “U.S. PRODUCTSTANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD” FOR PLYWOODCONSTRUCTION PANELS AND THE FOLLOWING:
ROOF SHEATHING - ¾” APA RATED SHEATHING, EXTERIOR EXPOSUREDURABILITY CLASSIFICATION
5. STAGGER ALL END JOINTS FOR SHEATHING 4'-0". ALL ROOF SHEATHINGSHALL BE PLACED PERPENDICULAR TO THE DIRECTION OF THE SUPPORTINGMEMBER. ALL END JOINTS SHALL BE MADE ON SUPPORTING MEMBERS.
6. ALL SHEATHING SHALL BE NAILED AS FOLLOWS:
ROOF SHEATHING - 10d NAILS @ 6” O/C EDGE NAILING AND 12” O/C FIELDNAILING/INTERMEDIATE SUPPORTS
7. STORE LUMBER AND PLYWOOD ON LEVEL RACKS AND KEEP FREE OFGROUND TO AVOID WARPING. STACK TO INSURE PROPER VENTILATION ANDDRAINAGE.
8. PRESSURE TREAT ALL WOOD MEMBERS PERMANENTLY EXPOSED TOWEATHER, SILL PLATES, OR ANY WOOD IN CONTACT WITH CONCRETE ORMASONRY IN ACCORDANCE WITH THE SPECIFICATIONS.
9. PROVIDE JOIST BRIDGING, BRACING, ETC. AS REQUIRED BY THESPECIFICATIONS. IN ADDITION CROSS BRIDGING OR FULL DEPTH BLOCKING ISREQUIRED AT THE PORCH JOISTS NOT RECEIVING CEILING SHEATHING. UNLESSOTHERWISE NOTED, CROSS BRIDGING SHALL BE SIMPSON TBC (OR EQUIVALENT).MAXIMUM BRIDGING/BLOCKING SPACING SHALL BE AT 8’-0” O.C. OR AT 1/3 POINTSOF MEMBER SPAN WHICHEVER IS LESS. COORDINATE EXTENTS CEILINGSHEATHING WITH ARCHITECTURAL DRAWINGS.
10. COORDINATE JOIST LOCATIONS WITH PLUMBING, MECHANICAL ANDARCHITECTURAL REQUIREMENTS PRIOR TO INSTALLATION.
11. PROVIDE METAL FRAMING CONNECTORS OF SIZE TO FIT MEMBERS AND OFSUFFICIENT STRENGTH TO DEVELOP THE FULL STRENGTH OF THE SUPPORTEDMEMBER, COMPLETE WITH SPECIAL NAILS AS REQUIRED. ALL FRAMINGCONNECTORS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.
12. AT A MINIMUM, PROVIDE GALVANIZED METAL FRAMING CONNECTORS INACCORDANCE WITH ASTM A653, GRADE A (STRUCTURAL QUALITY). GALVANIZEMETAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD INACCORDANCE WITH ASTM A 653 WITH A G185 COATING.
13. METAL FASTENERS (NAILS, BOLTS, SCREWS, ETC.) IN CONTACT WITHPRESSURE TREATED WOOD SHALL BE GALVANIZED PER ASTM A-153.
14. WHERE MULTIPLE FRAMING MEMBERS ARE INDICATED, SCAB CONTINGENTMEMBERS TOGETHER WITH 16d NAILS AT 12” ON CENTER, ALTERNATING AT 2INCHES FROM EACH EDGE, UNLESS OTHERWISE NOTED.
DESIGN CRITERIA
1. LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:
2. UNIFORM LIVE LOADS:
SLAB ON GRADE 100 PSFROOF 20 PSF
3. ROOF SNOW LOADS:GROUND SNOW LOAD Pg = 10 PSFSNOW EXPOSURE FACTOR Ce = 1.0SNOW LOAD IMPORTANCE FACTOR I =1.0THERMAL FACTOR Ct=1.0FLAT ROOF SNOW LOAD: Pf = 10 PSF
4. WIND LOADS:OCCUPANCY CATEGORY = IIULTIMATE WIND SPEED = 120 MPHEXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): CEXPOSURE CATEGORY (COMPONENTS AND CLADDING): CINTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED)
COMPONENTS AND CLADDING: WIND PRESSURE TO BE USED FOR DESIGN OFEXTERIOR COMPONENTS AND CLADDING MATERIAL NOT SPECIFICALLYDESIGNED ON THESE DRAWINGS SHALL BE 30 PSF.
5. SEISMIC LOADS:OCCUPANCY CATEGORY IIIMPORTANCE FACTOR I = 1.0Ss = .10gS1 = .05gSOIL SITE CLASS D (ASSUMED BASED ON EXISTING AS-BUILT DRAWINGS)Sds = 0.107Sd1 = 0.080SEISMIC DESIGN CATEGORY BBASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY PLAIN (UNREINFORCEDMASONRY SHEAR WALLSRESPONSE MODIFICATION FACTOR, R=1.5SEISMIC RESPONSE COEFFICIENT, Cs = 0071DESIGN BASE SHEAR: 0.071WANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
6
S301S101
1
S301S101
3
S301S101
7
S301S101
1
1
2
3' - 5" 3' - 5"
8' - 7"
222
2 2
6 6
6 6
66
6
6
6
6
40' - 8"
30' - 2"
6 Sim
S301S101
6 Sim
S301S101
6 Sim
S301S101
6 Sim
S301S101
6 Sim
S301S101
8 88
8
8
88
8
8
2
S301S101
1
S301S101
5
S301S101
3
S301S101
4
S301S101
7 7
4
3
33
5
7 7
4
3
33
3' - 5" 3' - 5"
8' - 7"(TYP)1' - 0"
(TYP)1' - 0"
5
3
3
77
4
3
5
3 Sim
S301S101
4 Sim
S301S101
5 Sim
S301S101
5 Sim
S301S101
9
99
9
9 9
5 9
9 9
1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN IS EXISTING FINISHED FIRSTFLOOR ELEVATION = 0’-0”.
2. FOR TOP OF CONCRETE PORCH SLAB REFER TO ARCHITECTURAL DRAWINGS.
3. UNLESS OTHERWISE NOTED PORCH SLAB SHALL BE A 4" CONCRETE SLAB ONCOMPACTED 4" POROUS FILL. REINFORCE SLAB WITH #4@12" O.C., TOP, EACH WAY.PROVIDE 1-1/2" CLEAR COVER FROM TOP OF CONCRETE SLAB. FOR TOP OF SLABELEVATION, REFER TO ARCHITECTURAL DRAWINGS.
4. NEW PORCH ROOF CONSTRUCTION CONSISTS OF 3/4" APA RATED PLYWOOD ROOFSHEATHING SUPPORTED ON TIMBER JOISTS BEARING ON TIMBER BEAMS. ROOFSHEATHING SHALL BE CONNECTED TO JOISTS WITH 8d NAILS @ 6" ON CENTERS ALONGPANEL EDGES AND 12" ON CENTERS ALONG INTERMEDIATE SUPPORTS.
5. TOP OF PORCH ROOF FRAMING (UNDERSIDE OF PLYWOOD) SHALL BE (+8'-9")INDICATING DISTANCE ABOVE EXISTING FINISHED FIRST FLOOR.
6. TOP OF EXISTING WALL FOUNDATIONS AND FOOTINGS ARE ASSUMED TO BE -1'-10"FROM TOP OF EXISTING FINISHED FLOOR. THE CONTRACTOR SHALL VERIFY ELEVATIONIN THE FIELD.
7. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL UNDERGROUNDUTILITIES, ETC HAVE BEEN COORDINATED WITH FOUNDATION LOCATIONS ANDELEVATIONS.
8. FOR GENERAL NOTES, REFER TO SHEET S001.
9. PORCH BEARING AT TOP OF COLUMNS IS +7'-4" ABOVE DATUM = 0'-0".
10. FOR BOTTOM OF CORNICE STRUCTURE, REFER TO ARCHITECTURAL DRAWINGS.
1. EXTENTS OF CONCRETE PORCH SLAB. REFER SHEET S301 FOR RELEVANTSECTIONS AND INFORMATION.
2. 4"x4" PRESSURE TREATED, SOUTHERN PINE No.2 TIMBER POST WITH PLASTICCOLUMN WRAP. REFER TO ARCHITECTURAL DRAWINGS FOR COLUMN WRAP.
3. (2)-2x12 PRESSURE TREATED SOUTHERN PINE No.2 BEAMS.
4. 2x8 TIMBER JOISTS @ 16" O.C. MAX. JOISTS SHALL BE PRESSURE TREATEDSOUTHERN PINE No.2.
5. DASHED LINE SHOWS EXTENT OF ENTRY WAY ROOF.
6. EXISTING BUILDING FOUNDATION.
7. 2x8 OUTRIGGERS @ 12" O.C. MAX. OUTRIGGERS SHALL BE PRESSURETREATED SOUTHERN PINE No.2..
8. NEW BRICK FOUNDATION WALL, REFER SECTION 6/S301 AND ARCHITECTURALDRAWINGS FOR REQUIREMENTS.
9. 2x8 RIM JOIST, PRESSURE TREATED
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150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Marshall Courts Renovations - Building #6
S101
12022-2
Building D4 - New Work Plans -Building #6
Newport News Redevelopment and Housing Authority
Newport News, Virginia
10.03.2014
1/4" = 1'-0"
BUILDING D4 NEW WORK FOUNDATION PLAN
1/4" = 1'-0"
BUILDING D4 NEW WORK PORCH ROOF FRAMINGPLAN
GENERAL NEW WORK NOTES KEYED NEW WORK NOTES *
D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
1
S302S102
2
S302S102
1
1
1
1
11 1
1
3
355
4
4
4
4
1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN IS FINISHED FIRST FLOORELEVATION = 0’-0”.
2. EXISTING ROOF CONSTRUCTION CONSISTS OF A CONCRETE SLAB, 4" T0 5" THICK.EXISTING CONCRETE ROOF SLAB IS REINFORCED WITH #4 BARS @ 6-1/2" ON CENTERS.
3. NEW ROOF CONSTRUCTION IS 3/4" APA RATED PLYWOOD ROOF SHEATHINGSUPPORTED ON TIMBER BEAMS BEARING ON MASONRY BEARING WALLS. ROOF SHEATHINGSHALL BE CONNECTED TO BEAMS WITH 8d NAILS @ 6" ON CENTERS ALONG PANEL EDGESAND 12" ON CENTERS ALONG INTERMEDIATE SUPPORTS.
4. FOR GENERAL NOTES, REFER TO SHEET S001.
1. FACE OF NEW PARAPET. REFER TO SHEET S302 FOR STRUCTURALSECTIONS AND ARCHITECTURAL DRAWINGS FOR MORE REQUIREMENTS.
2. 2x12 PRESSURE TREATED TIMBER BEAMS SPACED AT 24" O.C MAX. TIMBERBEAMS SHALL BE SOUTHERN PINE No.2.
3. EXISTING MASONRY BEARING WALLS BELOW THE CONCRETE ROOF SLAB.
4. 2x8 PRESSURE TREATED CONTINOUS PLATE ALONG CENTERLINEEXTERIOR/INTERIOR BEARING WALLS. REFER SECTION SHEET S302.
5. EXISTING CHIMNEY.
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Marshall Courts Renovations - Building #6
S102
12022-2
Building D4 - New Work RoofFraming Plans - Building #6
Newport News Redevelopment and Housing Authority
Newport News, Virginia
10.03.2014
1/4" = 1'-0"
BUILDING D4 NEW WORK ROOF PLAN
ROOF FRAMING NOTES KEYED NEW WORK NOTES - ROOF FRAMING
D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
1' - 4"
8" (MIN)
EXISTING GRADEVERIFY IN FIELD
1'-0" (MIN)
EXISTING CONCRETEFOOTING AND CMUFOUNDATION WALL (TYP)
FOR SLAB ANDREINFORCING,REFER TO PLAN
(2)-#5 CONT.(TYP)
POROUS FILL(TYP)
EXISTING FIRSTFLOOR SLAB ONGRADE (TYP)
SIMPSONSTRONGTIE POSTBASE, PBS44A @EACH POST,GALV.
SHIM TIGHT BETWEENBOTTOM OF 4x4 COLUMNWRAP, ALL AROUND. TIMTO BOTTOM OF COLUMNWITH GALV. SCREWS (TYP)
FACE OFEXISTINGBUILDING
EXISTING WALL IS 4"BRICK AND 6" CMUBLOCK, UNGROUTED,UNREINFORCED (TYP)
(2)-2x4 PRESSURETREATED JACK STUDS.CONNECT TO BRICKWALL WITH GALV.MASONRY NAILSSPACED AT 4" O.C.
FOR POST REFER TOPLAN, SHEET S101
SIMPSON STRONGTIEPOST CAP, BCS2-2/4,GALV. (TYP)
SHIM TIGHTBETWEEN BOTTOMOF 4x4 COLUMNWRAP, ALL AROUND.TIM TO BOTTOM OFCOLUMN WITH GALV.SCREWS (TYP)
2x8 PRESSURETREATED RIMJOIST (TYP)
SIMPSONSTRONGTIEA34 FRAMINGANGLE (TYP)
3/4" ROOFSHEATHING TYPICAL
FOR ROOFING, REFERTO ARCH. DRAWINGS
FOR JOISTS,REFER PLAN
FOR BEAMREFERPLAN
1/2"x6" EXPANSIONANCHORS AT 16" O.C.(TYP)
PRESSURE TREATED2x8 LEDGER
SIMPSON STRONGTIEH2.5A, GALV. (TYP)
SECOND FLOOR SLAB(TYP)
SIMPSON STRONGTIEA35 FRAMING ANGLE,GALV. (TYP)
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
(TYP)
2"
1' - 4"
(MIN)
1' - 0"
EXISTING GRADEVERIFY IN FIELD
FOR SLAB ANDREINFORCING,REFER TO PLAN
(2)-#5 CONT.(TYP)
SIMPSONSTRONGTIE POSTBASE, PBS44A @EACH POST,GALV.
FOR POST, REFER TOPLAN, SHEET S101
FOR BEAM, REFER TOPLAN, SHEET S101
FOR BEAM, REFER TOPLAN, SHEET S101
2x8 PRESSURETREATED RIMJOIST (TYP)
SIMPSONSTRONGTIE A34FRAMINGANGLE, GALV.(TYP)
3/4" ROOFSHEATHING TYPICAL
FOR ROOFING, REFERTO ARCH. DRAWINGS
FOR JOISTS,REFER PLAN
SIMPSON STRONGTIEH2.5A, GALV. (TYP)
SIMPSON STRONGTIEA35 FRAMING ANGLE,GALV. (TYP)
FOROUTRIGGERS,REFER PLAN
FOR ARCH. ELEMENTS/DETAILSNOT SHOWN, REFER TO ARCH.DWGS (TYP)
6"
SAWCUT EXISTING CONCRETEOVERHANG FULL DEPTH.CONTRACTOR SHALL LEAVE 6" OFEXISTING CONCRETE AROUNDPERIMETER OF OVERHANG.CONCRETE OVERHANG CANNOT BECHIPPED OR HAMMERED OUT,MUST BE SAW CUT FULL DEPTH
FOR DETAILS NOT CALLEDOUT IN SECTION 3/S301,REFER TO SECTION 1/S301FOR REQUIREMENTS
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
FOR POST, REFERTO SHEET S101
SIMPSONSTRONGTIE POSTBASE, PBS44A @EACH POST,GALV.
FORREINFORCINGREFER TO 1/S301
FOR SLAB ANDREINFORCING,REFER TO SHEETS101
EXISTING CONCRETEFOOTING AND CMUFOUNDATION WALL (TYP)
EXISTING FIRSTFLOOR SLAB ONGRADE (TYP)
EXISTING WALL IS 4"BRICK AND 6" CMUBLOCK, UNGROUTED,UNREINFORCED (TYP)
SECOND FLOOR SLAB(TYP)2x8 PRESSURE TREATED
RIM BOARD (TYP)
FOR BEAM REFER TOPLAN SHEET S101
EXISTING GRADEVERIFY IN FIELD
MIN
1' - 0"
1' - 4"
FOR DETAILS NOT CALLEDOUT IN SECTION 4S301,REFER TO SECTION 2S301FOR REQUIREMENTS
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
FOR BEAM, REFER TOPLAN, SHEET S101
2x8 PRESSURETREATED RIMJOIST (TYP)
3/4" ROOFSHEATHING TYPICAL
FOR ROOFING, REFERTO ARCH. DRAWINGS
FOR JOIST, REFERTO PLAN SHEET S101
FOR SLAB ANDREINFORCING,REFER TO PLAN
SIMPSONSTRONGTIE POSTBASE, PBS44A @EACH POST,GALV.
FOR POST, REFER TOPLAN, SHEET S101
FOR BEAM, REFER TOPLAN, SHEET S101
SIMPSONSTRONGTIEA34 FRAMINGANGLE (TYP)
SIMPSON STRONGTIEH2.5A, GALV. (TYP)
SIMPSON STRONGTIEA35 FRAMING ANGLE,GALV. (TYP)
FOR BEAM, REFER TOPLAN, SHEET S101
2x8 PRESSURETREATED RIMJOIST (TYP)
SIMPSONSTRONGTIEA34 FRAMINGANGLE (TYP)
3/4" ROOFSHEATHING TYPICAL
FOR ROOFING, REFERTO ARCH. DRAWINGS
FOR JOISTS,REFER PLANSHEET S101
SIMPSON STRONGTIEH2.5A, GALV. (TYP)
FOR ARCH. ELEMENTS/DETAILSNOT SHOWN, REFER TO ARCH.DWGS (TYP)
SIMPSONSTRONGTIE JOISTHANGER, LUS26,GALV. (TYP)
SECOND FLOOR SLAB(TYP)
PRESSURETREATED 2x8LEDGER (TYP) EXISTING SLAB ON
GRADE (TYP)FACE OFEXISTING WALL
FINISH GRADE,REFER TO ARCHDRAWINGS(TYP)
FOR BRICKBASE, REFERARCH. DWGS.
8"
10"
(ASSUMED)
1' - 10"
EXISTING CONT.CONCRETE WALLFOOTING
#4 DOWELS @ 12" O.C. DRILL ANDEPOXY INTO EXISTING CONCRETEFOOTING. EXTEND INTO EXISTINGFOUNDATION 6" MIN.
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
CONTRACTOR VERIFY
#5 CONTINOUSBAR (TYP)
FORREINFORCINGREFER TO 1/S301
FOR SLAB ANDREINFORCING,REFER TO SHEETS101
EXISTING CONCRETEFOOTING AND CMUFOUNDATION WALL (TYP)
EXISTING FIRSTFLOOR SLAB ONGRADE (TYP)
1' - 4"
8" MIN
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
1' - 0" MIN
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Marshall Courts Renovations - Building #6
S301
12022-2
FOUNDATION AND PORCHFRAMING SECTIONS
Newport News Redevelopment and Housing Authority
Newport News, Virginia
10.03.2014
SECTION 3/4" = 1'-0"S101 S301
1 SECTION 3/4" = 1'-0"S101 S301
2 SECTION 3/4" = 1'-0"S101 S301
3 SECTION 3/4" = 1'-0"S101 S301
4
SECTION 3/4" = 1'-0"S101 S301
5 SECTION 3/4" = 1'-0"S101 S301
6 SECTION 3/4" = 1'-0"S101 S301
7
D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
2x4 @ 16" O.C.
2x8 SISTERED TO2x4 @ 16" O.C.
FOR CAP ANDFRAMING, REFERTO ARCH. DWGS(TYP)
1/2"x4" EXP.ANCHORS @48" O.C., GALV.
EXISTING BRICKON 6" CMU WALL(TYP)
FOR EXTERIORFINISH, REFER TOARCH. DWGS
FOR ROOF SHEATINGREFER TO SHEET S102
SIMPSON STRONGTIE, H3HURRICANE CLIP @ EACH2x12 BEAM (TYP), GALV.
SIMPSON STRONGTIE, H3HURRICANE CLIP @ EACH 2x12BEAM (TYP), GALV.
1/2"x4" EXP. ANCHORS@ 48" O.C., GALV.
CONTINUOUS 2x8 TIMBERPLATES, PRESSURETREATED
CONTINUOUS 2x8 TIMBERPLATES, PRESSURETREATED
CONTINUOUS 2x6TIMBER PLATES,PRESSURE TREATED
CONTINUOUS 2x10 BLOCKING BETWEENENDS OF ROOF BEAMS (TYP)
2x4 BLOCKING, CONT.(TYP)
2x6 STUD WALL,CONTINUOUS. CONNECTSHEATHING TO TOP OF WALL
EXISTING CMU BEARING WALLSBELOW
CONTINUOUS 2x6TIMBER PLATES,PRESSURE TREATED
SIMPSON STRONGTIE, H3HURRICANE CLIP @ EACH2x12 BEAM (TYP), GALV.
1/2"x4" EXP. ANCHORS@ 48" O.C., GALV.
FOR DETAILS NOT CALLED OUTON THIS END, REFER TO HIGHEND OF ROOF THIS SECTION
SIMPSON STONGTIE A34FRAMING ANGLE @ EACHVERTICAL 2x6 (TYP), GALV.
FOR DETAILS NOT CALLED OUTON THIS END, REFER TO LOWEND OF ROOF THIS SECTION
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
SIMPSON STRONG TIE HGAM10ANCHOR @ EACH VERTICAL(TYP), GALV.
OVERLAP BEAMS A MINIMUM OF 3'-0" (TYP)
CONTINUOUS 2x10 BLOCKINGBETWEEN ENDS OF ROOFBEAMS (TYP)
FOR ROOF SHEATINGREFER TO SHEET S102
FOR GUTTER, REFER TOARCH. DWGS. (TYP)
SIMPSON STRONG TIE HGAM10ANCHOR @ EACH VERTICAL(TYP), GALV.
1/2"x6" EXP. ANCHORS@ 24" O.C., GALV. (TYP)
A34 FRAMINGANGLE @ EACHVERTICAL 2x6 (TYP),GALV.
EXISTING CMU BEARING WALLSBELOW
2x6 @ 16" O.C.
2x10 SISTEREDTO 2x4 @ 16" O.C.
FOR CAP ANDFRAMING, REFERTO ARCH. DWGS(TYP)
1/2"x4" EXP.ANCHORS @48" O.C., GALV.
EXISTING BRICKON 6" CMU WALL(TYP)
FOR EXTERIORFINISH, REFER TOARCH. DWGS
2x12 BLOCKING BEWTWEEN ENDSOF ROOF BEAMS (TYP)
2x6 BLOCKING, CONT.(TYP)
2x6 STUD WALL,CONTINUOUS. CONNECTSHEATHING TO TOP OF WALL
FOR ROOF SHEATINGREFER TO SHEET S102
SIMPSON STRONGTIE, H3HURRICANE CLIP @ EACH2x12 BEAM (TYP), GALV.
CONTINUOUS 2x8 TIMBERPLATES, PRESSURETREATED
CONTINUOUS 2x6TIMBER PLATES,PRESSURE TREATED
FOR DETAILS NOT CALLED OUTON THIS END, REFER TO SECTION1/S302.
FOR ARCH. ELEMENTS/DETAILS NOTSHOWN, REFER TO ARCH. DWGS (TYP)
SIMPSON STRONG TIE HGAM10ANCHOR @ EACH VERTICAL(TYP), GALV.
SIMPSON STRONGTIE, H3HURRICANE CLIP @ EACH 2x12BEAM (TYP), GALV.
1/2"x6" EXP. ANCHORS@ 24" O.C., GALV. (TYP)
1/2"x4" EXP. ANCHORS@ 48" O.C., GALV.
A34 FRAMINGANGLE
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150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
Marshall Courts Renovations - Building #6
S302
12022-2
ROOF FRAMING SECTIONS
Newport News Redevelopment and Housing Authority
Newport News, Virginia
10.03.2014
SECTION 3/4" = 1'-0"S102 S302
1
SECTION 3/4" = 1'-0"S102 S302
2
D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
GAS WATER HEATER SCHEDULETOTAL
0.77 GAL0.32 GAL
ACCEPTANCEEXPANSION TANK
RECOVERY IS GALLONS PER HOUR AT INDICATED TEMPERATURE RISE.
INLET GAS PRESSURE IN INCHES OF WATER COLUMN
REFER TO MECHANICAL DRAWINGS FOR FLUE & GAS PIPING ROUTING.
SELECTION BASED UPON STATE, MODEL # GS6 40 YBPDT L, ORAPPROVED EQUAL.
REMARKSMOUNTINGBTU/HRINPUT@ 100°
- 7"-14"FLOOR30,400
@ 80°STORAGECAPACITYMARK TYPE LOCATION
41 GPH40 GALWH-1 GAS STORAGE 3"/3"
INLET/OUTLETRECOVERY FLUE SIZE
WC
NOTES:
WATER HEATER BLOWER MOTOR/CONTROL CONNECTION SHALL BE 6.0 AMPS MAX., 120 V.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
BUILDING #6, TYPE D4MECHANICAL CLOSETS
SEE COMBINATION AHU/WATER HEATER DETAIL ON SHEET M502 FOR ADDITIONAL REQUIREMENTS.
1
2
1
3
32
4
4
5
5 6
6
7
7
ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFFSET A MINIMUM OF 3'-0" AT ROOF BEFOREROOF PENETRATION.
ALL PLUMBING VENTS WITHIN A 10'-0" RADIUS OF EXHAUST VENTS SHALL BE EXTENDED TO A HEIGHTOF 2'-0" ABOVE EXHAUST VENT CROWN.
ALL PLUMBING VENTS WITHIN A 10'-0" RADIUS OF ANY FRESH AIR INTAKE SHALL BE EXTENDED TO AHEIGHT OF 3'-0" ABOVE THE FRESH AIR INTAKE.
ALL PLUMBING & PLUMBING MATERIALS SHALL MEET THE REQUIREMENTS OF THE STATE & LOCALPLUMBING CODES.
SLOPES & INVERT ELEVATIONS OF ALL INTERIOR PIPING SHALL BE ESTABLISHED BEFORE ANY PIPINGIS INSTALLED, IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. ALL PIPING SHALL BE RUN TOAVOID CONFLICTS WITH OTHER TRADES.
COORDINATE WITH ARCHITECTURAL WORKING DRAWINGS BEFORE ROUGHING-IN PLUMBINGFIXTURES.
MAKE PROPER HOT & COLD WATER, WASTE, & VENT, & GAS, ETC., PIPING CONNECTIONS TO ALLFIXTURES & EQUIPMENT EVEN THOUGH ALL BRANCHES, FITTINGS & CONNECTIONS ARE NOT SHOWN.
COORDINATE LOCATION OF ALL EQUIPMENT, FIXTURES & PIPING WITH STRUCTURAL & ALL OTHERTRADES. PIPING RUN AC SHALL BE RUN AS HIGH AS POSSIBLE.
ALL OPENINGS IN CEILINGS & PLENUM WALLS FOR PLUMBING PIPES SHALL BE SEALED AIR TIGHT.
ALL HOT & COLD WATER PIPING INDICATED TO RUN ABOVE FINISHED CEILINGS OR IN EXTERIORWALLS SHALL BE INSTALLED ON THE CONDITIONED SPACE SIDE OF THE BUILDING INSULATION.
SLOPES & INVERT ELEVATIONS OF EXTERIOR SEWERS, MANHOLES, ETC., SHALL BE ESTABLISHED &VERIFIED BY PLUMBING CONTRACTOR BEFORE ANY PIPING IS INSTALLED IN ORDER THAT PROPERSLOPES WILL BE MAINTAINED & NECESSARY INVERT ELEVATIONS OBTAINED.
PROVIDE AUTOMATIC TRAP PRIMERS FOR ALL FLOOR DRAINS.
IT IS THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK & MATERIAL FOR A COMPLETEFIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE &/OR DEVICESUSUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ONTHE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THEWORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED & INSTALLED BY THECONTRACTOR AS PART OF HIS TOTAL WORK.
VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT, PIPING,FIXTURES, ETC.
SEAL AROUND ALL WALL PENETRATIONS AIR TIGHT AT MECHANICAL ROOM, & FILL ANY VOIDS WITHMORTAR.
INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS & ALLAPPLICABLE LISTING REQUIREMENTS.
PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED FOR VALVES OR OTHERAPPURTENANCES REQUIRING SERVICE. INDICATE ON COORDINATION DRAWINGS AND SUBMIT TO A/EFOR REVIEW PRIOR TO BEGINNING WORK.
NEW POINT OF CONNECTION
VENT THROUGH ROOF (VTR)
SANITARY WASTE PIPE (WP)
SANITARY VENT PIPE (VP)
FLOOR DRAIN (FD)
PIPE TURN UP
PIPE TURN DOWN (DN)
CHECK VALVE (CV)
PIPE SLEEVE
BALANCING VALVE (BV)
PIPE CAPPED
ACCESS PANEL (AP)
BALL VALVE (BV)
STRAINER
GATE VALVE (GV)
WALL CLEAN OUT (WCO)
CLEAN OUT (CO)
LIMIT OF DEMOLITION WORK
SHEET WHERE SHOWN/CUTDETAIL/RISER/ENLARGED PLAN
DEMOLITION NOTE DESIGNATION
NEW WORK NOTE DESIGNATION
REDUCED PRESSURE
FLOOR CLEAN OUT (FCO)
EXISTING PIPING TO BE REMOVED
DOMESTIC COLD WATER (CW)
DOMESTIC HOT WATER (HW)
BACKFLOW PREVENTER (RPBP)
SOLENOID VALVE
WASTE STACK
LAVATORY
PRESSURE PER SQUARE INCH
POLYVINYL CHLORIDE
POLYVINYLIDENE FLUORIDE
NOT IN CONTRACT
POUNDS PER HOUR
PLUMBING FIXTURE MARK
UNDER COUNTER
PHASE/DIAMETER
TEMPERATURE
WATER COLUMN/WATER CLOSET
AUTOMATIC TRAP PRIMER
WALL MOUNTED
TRENCH DRAIN
OWNER FURNISHED,
STANDARD CUBIC
MIN MINIMUM
WS
GALLONS PER HOURGPH
UL UNDERWRITERS LABORATORY
PSI
SCFM
PVC
PVDF
NIC
OFCI
PPH
P-#
UC
Ø
TEMP
TYP TYPICAL
WC
° DEGREE
W/ WITH
TP
WM
TD
EXISTINGEXIST
BTU BRITISH THERMAL UNIT
BFF BELOW FINISH FLOOR
ELEV ELEVATION
CUBIC FEET PER MINUTECFM
CAST IRONCI
BELOW FLOORBF
FAHRENHEITF
FLUSH TANK/FEETFT
CT COUNTER TOP
ELECTRICELEC
FINISH FLOORFF
FINISH GRADEFG
COMP COMPARTMENT
INDIRECTIND
HR HOUR
GAL GALLON
GPM GALLONS PER MINUTE
G GAS
HEADHD
INVERTINV
LAV
MAX MAXIMUM
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AFF
AFG
ADA
AC ABOVE CEILING
AMERICANS WITHDISABILITIES ACT COMPLIANT
CONTRACTOR INSTALLED
FEET PER MINUTE
ETR EXISTING TO REMAIN
NFPA NATIONAL FIREPROTECTION ASSOCIATION
WATER HEATER MARKWH-#
DFU DRAINAGE FIXTURE UNITSUPPLY FIXTURE UNITSFU
WALL HYDRANT NOTE:EXISTING WALL HYDRANTS SHALL BE REMOVED AND CAPPED
WATER METER NOTE:NEW WATER METER AND ALL ASSOCIATED PIPING UNDER KITCHEN SINKS SHALL BEINSTALLED SO AS TO NOT INTERFERE WITH NEW KITCHEN CABINETS. COORDINATEWORK WITH CABINET INSTALLER.
AINI
GRIVFOHTLAEWNOM
MO
C
PROFESS I ONAL ENG I N
EER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
P100
12022-2
PLUMBING LEGEND, NOTESAND ABBREVIATIONS
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D4
GENERAL NOTES LEGENDS & ABBREVIATIONS
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUP DNDN
2 3
4
5 6 7 8
9
2 5
1
4 4
1
3/4" 3/4"
3/4" CW ETR4" WP ETR
257
2 3
4
5 6 7 8
9
1
3
1
3
7
2 3
4
5 6 7 8
9
6
1 REMOVE EXISTING PLUMBING FIXTURE. REMOVE AND REPLACEROUGH-IN IN KIND. REMOVE EXISTING ANGLE STOPS. REFER TONEW WORK PLAN ON DRAWING D4P101.
REMOVE EXISTING GAS FIRED WATER HEATER. REFER TO NEWWORK PLAN ON DRAWING D4P101. REMOVE EXISTING VENT/AIRINTAKE PIPING FOR WATER HEATER.
REMOVE EXISTING BATHTUB. REMOVE AND REPLACE ROUGH-INSAND DRAIN LINE IN KIND COMPLETE. REFER TO NEW WORK PLANON DRAWING D4P101.
REMOVE WATER METER IN ACCESS PANEL BELOW WINDOW.
REMOVE LIMITED AREA SPRINKLER SYSTEM AND ALL ASSOCIATEDAPPURTENANCES.
REMOVE AND REPLACE VENT PIPING IN KIND AND ALL ASSOCIATEDAPPURTENANCES COMPLETE.
REMOVE AND REPLACE ALL DW AND SANITARY PIPING AND ALLASSOCIATED APPURTENANCES IN KIND ABOVE GRADECOMPLETELY.
2
3
4
5
6
7
WALL HYDRANT NOTE:EXISTING WALL HYDRANTS SHALL BE REMOVED AND CAPPED
WATER METER NOTE:NEW WATER METER AND ALL ASSOCIATED PIPING UNDER KITCHEN SINKS SHALL BEINSTALLED SO AS TO NOT INTERFERE WITH NEW KITCHEN CABINETS. COORDINATEWORK WITH CABINET INSTALLER.
EXTENT OF DEMOLITION/NEW WORK NOTE:ALL WATER, WASTE, VENT, SPRINKLER PIPING, ROUGH-INS, VALVES, ANDASSOCIATED APPURTENANCES ABOVE THE 1ST FLOOR SLAB SHALL BE REMOVEDAND REPLACED.
AINI
GRIVFOHTLAEWNOM
MO
C
PROFESS I ONAL ENG I N
EER
1/4" = 1'-0"5' 10'0' 5'
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
GRAPHIC SCALES
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
PD101
12022-2
PLUMBING FIRST FLOORDEMOLITION PLAN
New
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10.03.2014
D4
SCALE: 1/4" = 1'-0" BUILDING #6, TYPE D4 PLUMBING DEMOLITION PLAN - LEVEL 1
SCALE: 1/4" = 1'-0" BUILDING #6, TYPE D4 PLUMBING DEMOLITION PLAN - LEVEL 2
SCALE: 1/4" = 1'-0" BUILDING #6, TYPE D4 PLUMBING DEMOLITION PLAN - ROOF
NOTES THIS SHEET
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUP
DNDN
3/4" CW ETR 4" WP ETR
61 P-4
2 WH-1
3/43/4"
2WH-1 6
P-41
4 4
LIVING ROOM LIVING ROOM
BEDROOM
KITCHEN
BEDROOM
KITCHEN
WCO
5 P-5
6
1 P-1
1 P-2
3 P-3
5P-5
1P-1
1P-2
3P-3
73" VTR
BEDROOMBEDROOMBEDROOM
BEDROOM
BEDROOM BEDROOM
3" VTR
1 PROVIDE NEW PLUMBING FIXTURE. MODIFY ROUGH-INS ASREQUIRED TO ACCOMODATE THE NEW FIXTURE. PROVIDE NEWANGLE STOPS ON LAVATORY, TOILET, AND KITCHEN SINKS.
PROVIDE NEW GAS FIRED WATER HEATER, REFER TO WATERHEATER SCHEDULE ON DRAWING P100 AND WATER HEATERDIAGRAMATIC LAY-OUT COMBINATION SYSTEM DETAIL ONDRAWING M502 FOR MORE INFORMATION.
CONNECT NEW TUB DRAIN TO 3" WP IN WALL.
PROVIDE NEW WATER METER IN ACCESS PANEL UNDERWINDOW.
PROVIDE NEW WASHING MACHINE WALL BOX WITH WATERHAMMER ARRESTOR. CONNECT TO NEW PIPING IN WALL.
NEW 3" WASTE STACK ABOVE GRADE.
PROVIDE NEW ABOVE GRADE DCW, DHW, SANITARY VENT,SANITARY WASTE, INSULATION, HANGERS, AND SUPPORTSCOMPLETE.
2
3
4
5
6
7
WATER METER NOTE:NEW WATER METER AND ALL ASSOCIATED PIPING UNDER KITCHEN SINKS SHALL BEINSTALLED SO AS TO NOT INTERFERE WITH NEW KITCHEN CABINETS. COORDINATEWORK WITH CABINET INSTALLER.
AINI
GRIVFOHTLAEWNOM
MO
C
PROFESS I ONAL ENG I N
EER
1/4" = 1'-0"5' 10'0' 5'
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
GRAPHIC SCALES
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
P101
12022-2
PLUMBING FIRST FLOOR NEWWORK PLAN
New
port
New
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elop
men
t and
Hou
sing
Aut
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y
New
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New
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ia
10.03.2014
D4
SCALE: 1/4" = 1'-0" BUILDING #6, TYPE D4 PLUMBING NEW WORK PLAN - LEVEL 1
SCALE: 1/4" = 1'-0" BUILDING #6, TYPE D4 PLUMBING NEW WORK PLAN - LEVEL 2
SCALE: 1/4" = 1'-0" BUILDING D4 PLUMBING NEW WORK PLAN - ROOF
NOTES THIS SHEET
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
LW
D
PEDESTAL SINK TUB & SHOWER ADA - KITCHEN SINK COUNTER TOP
WASHER WALL BOX
MOUNTINGPIPE SIZES
HW CW WP VPTRAPMARK DESCRIPTION
WALL MOUNTED LAVATORY WALLMOUNTED1-1/2"2"1/2"1/2"'P'-TRAP
SPECIFICATIONS:1. VITREOUS CHINA WALL MOUNTED LAVATORY WITH FRONT OVERFLOW & FAUCET
HOLES ON 4" CENTERS & SELF DRAINING DECK.
2. CHROME PLATED CAST BRASS SINGLE CONTROL CENTERSET FAUCET POLISHCHROME PLATED FINISH, CERAMIC VALVE, LEVER HANDLE WITH COLOR INDEX, 0.5GPM VANDAL RESISTANT AERATING SPRAY OUTLET, WITH POP-UP. ASMANUFACTURED BY CAMBRIDGE BRASS. PROVIDE THERMOSTATIC MIXING VALVE SETAT 110°F MAX (ASSE 1070).
3. CHROME FINISH CAST BRASS LOOSE KEY ANGLE STOPS WITH CHROME FINISH RIGIDSUPPLY RISERS. GRID STRAINER AND ADJUSTABLE 'P'-TRAP.
4. CONCEALED FLOOR MOUNT SUPPORT. WALL BRACKETS SHALL NOT BE USED.DETAIL BASED ON AMERICAN STANDARD, "CADET" SERIES
P-2
MOUNTING
-
PIPE SIZESHW CW WP VP
TRAPMARK DESCRIPTION
1/2" 1/2" 2" 1-1/2"'P'-TRAPTUB & SHOWER
SPECIFICATIONS:
1. PORCELAIN ENAMELED STEEL TUB, WHITE WITH OVERFLOW & DRAIN. COORDINATEDIMENSIONS WITH ARCHITECTURAL DRAWINGS.
2. PRESSURE BALANCED TUB & SHOWER VALVE WITH SHOWER HEAD (1.5 GPM), SPOUT &DIVERTER.
3. REFER TO TUB INSTALLATION NOTE ON DRAWING P101.
DETAIL BASED ON DELTA
P-3
MOUNTINGPIPE SIZES
HW CW WP VPTRAPMARK DESCRIPTION
ADA - KITCHEN SINK (2COMPARTMENT) [19"Wx33"Lx6-1/2"D]
COUNTERTOP1-1/2"2"1/2"1/2"'P'-TRAP
DETAIL BASED ON JUST, "STYLIST" GROUP
SPECIFICATIONS:1. SEAMLESS DIE DRAWN 18 GAUGE STAINLESS STEEL ADA COMPLIANT SINK WITH
EXPOSED SURFACE POLISHED TO A NON-POROUS FINISH. FULLY COATED UNDERSIDEINSULATED FOR SOUND AND CONDENSATE.
2. 8" CENTER, TWO HANDLE BELOW DECKMOUNT FAUCET, POLISHED CHROME PLATEDFINISH TRIM, CAST BRASS BODIES, BRASS SPOUT AND TRIM, WALL FORM SWINGSPOUT, STANDARD 2.2 GPM FLOW CONTROL AERATOR, 4" BLADE HANDLES, COLORINDEX METAL HANDLES WITH VANDAL RESISTANT SCREWS, AS MANUFACTURED BYCAMBRIDGE BRASS.
3. CHROME FINISH CAST BRASS LOOSE KEY ANGLE STOPS WITH CHROME FINISH RIGIDSUPPLY RISERS. OFFSET GRID STRAINER AND ADJUSTABLE 'P'-TRAP WITH ANSI ANDADA APPROVED, VINYL MOLDED INSULATION WITH NYLON FASTENER KITS, PAINTEDAS DIRECTED BY THE ARCHITECT.
P-4
MOUNTING
WALL
PIPE SIZESHW
3/4"
CW
3/4"
WP
2"
VP
1-1/2"
TRAP
'P'-TRAP
MARK DESCRIPTION
WASHER WALL BOX
DETAIL BASED ON GUY GRAY
SPECIFICATIONS:1. PLASTIC RECESSED WALL BOX. (2) 3/4" HOSE BIBB & 2" STANDPIPE CONNECTION.
P-5
WATER CLOSET
P-1
MOUNTINGPIPE SIZES
HW
-
CW WP VPTRAPMARK DESCRIPTION
FLUSH TANK WATER CLOSET INTEGRAL 1/2" 4" 2" FLOOR
SPECIFICATIONS :1. VITREOUS CHINA CLOSE COUPLED WATER CLOSET WITH FULLY GLAZED 2"
TRAPWAY, ELONGATED SIPHON JET BOWL, 1.6 GALLONS PER FLUSH. FLUSHHANDLE LOCATED ON WIDE SIDE OF STALL
2. CHROME FINISH CAST BRASS LOOSE KEY ANGLE STOP WITH CHROME FINISHRIGID SUPPLY RISER.
3. WHITE SOLID PLASTIC OPEN FRONT ELONGATED SEAT WITH EXTERNAL CHECKHINGES, INTEGRAL BUMPERS, LESS COVER.
DETAIL BASED ON AMERICAN STANDARD, "CADET" SERIES
15"
FLOOR
60"
WALL CLEANOUT DETAIL
SANITARY RISER
CLEANOUT TEECAULK FORTIGHT SEAL
WALL, SEEARCH. DWG'S
ESCUTCHEON
FLOOR
CAST IRON1/8 BENDSCAST IRONPIPE
WALL CLEANOUTASSEMBLY
NOT TO SCALE
AINI
GRIVFOHTLAEWNOM
MO
C
PROFESS I ONAL ENG I N
EER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
P501
12022-2
PLUMBING FIXTURE PLATES
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D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
NEW POINT OF CONNECTION
PIPE CAPPED
ISOLATION VALVE
LIMIT OF DEMOLITION WORK
DEMOLITION NOTE DESIGNATION
NEW WORK NOTE DESIGNATION
EXTERNAL STATIC PRESSURE
DRY BULB TEMPERATURE
EXISTING TO REMAIN
ABOVE FINISHED FLOOR
ENTERING WATER TEMPERATURE
DIAMETER
CALC. CALCULATED
ESP
ENTERING AIR TEMPERATURE
CUBIC FEET PER MINUTE
DB
ETR
EWT
Ø
APPROX. APPROXIMATELY
FULL LOAD AMPSFLA
1
1
CU-1 CONDENSING UNIT DESIGNATION
AHU-1 AIR HANDLING UNIT DESIGNATION
EF-1 EXHAUST FAN DESIGNATION
A.F.F.
CFM
EAT
GALLONS PER MINUTEGPM
HORSEPOWERHP
INCHIN
MAXIMUMMAX
1000 BRITISH THERMAL UNITS PER HOURMBH
MINIMUM CIRCUIT AMPSMCA
MINIMUMMIN
MAXIMUM OVERCURRENT PROTECTIONMOCP
NOISE CRITERIANC
OPPOSED BLADE DAMPEROBD
PRESSURE DROPP.D.
RETURN AIRR.A.
SUPPLY AIRS.A.
SENSIBLESENS.
SQUARE FEETSF
TOTAL STATIC PRESSURETSP
TYPICAL(TYP.)
UNLESS OTHERWISE NOTEDU.O.N.
VOLTSV
WET BULB TEMPERATUREWB
WATER GAUGEWG
RETURN AIRR.A.
°F DEGREE FAHRENHEIT
TRAP
PIPE TURNING UP
PIPE TURNING DOWN
DIRECTION OF FLOW
NATURAL GAS PIPINGG
HOT WATER SUPPLY PIPINGHWS
HOT WATER RETURN PIPINGHWR
REFRIGERANT LIQUID PIPINGRL
REFRIGERANT SUCTION PIPINGRS
PUMPED CONDENSATE PIPINGPC
WALL THERMOSTAT
VOLUME DAMPER
XXXX
GRILLE, REGISTER, OR DIFFUSER MARK(CFM AS INDICATED)
SUPPLY AIR/OUTSIDE AIR DUCT SECTION
RETURN AIR AIR DUCT SECTION
EXHAUST AIR DUCT SECTION
SUPPLY AIR/OUTSIDE AIR DUCT SECTION THROUGH ROOF
RETURN AIR DUCT SECTION THROUGH ROOF
EXHAUST AIR DUCT SECTION THROUGH ROOF
DUCT TURNING UP
DUCT TURNING DOWN
MITERED ELBOW WITH TURNING VANES
T
BDD BACKDRAFT DAMPER
DOOR UNDERCUT (1")UC
DEMOLITION
EXISTING HVAC PIPING, DUCTWORK, AND EQUIPMENT SHOWN IS BASED ONEXISTING PLANS AND FIELD OBSERVATION WITHOUT DEMOLITION. AFTERDEMOLITION, ANY CLARIFICATION REQUIRED TO DETERMINE SCOPE OF WORKSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZEHIMSELF WITH THE EXISTING CONDITIONS.
DRAWINGS DO NOT SHOW EVERY EXISTING PIPE, CONDUIT, DUCT, ETC.CONTRACTOR SHALL TAKE CARE TO REMOVE ONLY ITEMS REQUIRED TO BEREMOVED AND VERIFY PIPES, DUCTS, ETC. BEFORE REMOVAL.
REMOVAL OF ITEMS SHALL INCLUDE ASSOCIATED HANGERS, ANCHOR BOLTS ANDOTHER APPURTENANCES. WHERE SUCH REMOVAL RESULTS IN OPEN HOLES,VOIDS OR EXPOSURE OF DAMAGED SURFACES, THE CONTRACTOR SHALL BERESPONSIBLE FOR REPAIRING AND FINISHING THE SURFACE TO MATCH ADJACENTCONDITIONS. THIS WORK SHALL BE COORDINATED WITH ARCHITECTURAL FINISHSCHEDULES WHERE APPLICABLE.
REMOVE EXISTING DUCTWORK AND PIPING NOT TO BE REUSED.
ALL MATERIALS REMOVED UNDER DEMOLITION, NOT TO BE RELOCATED ORDESIGNATED TO BE TURNED OVER TO THE OWNER, SHALL BECOME THEPROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BEREMOVED COMPLETELY FROM THE SITE.
GENERAL ITEMS
GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH HVAC DRAWING OFTHIS SET. SEE EACH DRAWING FOR SPECIFIC NOTES APPLICABLE TO THATDRAWING.
OVERHEAD DUCTWORK AND PIPING IN SPACES WITH CEILINGS SHALL BECONCEALED UNLESS OTHERWISE NOTED.
COORDINATE LOCATION OF GRILLES, REGISTERS, DIFFUSERS, THERMOSTATS ANDOTHER WALL OR CEILING MOUNTED HVAC ACCESSORIES WITH ARCHITECTURALDRAWINGS, LIGHTING FIXTURE LAYOUT AND ACCESSORIES INSTALLED BY OTHERTRADES SO AS TO PRESENT A NEAT AND ATTRACTIVE INSTALLATION THROUGHOUTTHE ENTIRE BUILDING. IT IS THE INTENT FOR GRILLES, REGISTERS AND DIFFUSERSTO BE INSTALLED IN THE CENTER OF CEILING PANELS.
THE DIAMETER OF THE SUPPLY PIPE AT ANY GAS FIRED EQUIPMENT SHALL NOT BEOF A SMALLER SIZE THAN THE INLET CONNECTION TO THE EQUIPMENT.
ARRANGE PIPING AND DUCTWORK, PARTICULARLY ABOVE CEILING AS REQUIRED TOCLEAR STRUCTURE, DUCTS, CONDUITS, ETC. ALLOWING SPACE FOR PIPEHANGERS, EXPANSION LOOPS AND ACCESS TO VALVES, FILTERS, ANDMAINTENANCE OF EQUIPMENT.
CONTRACTOR SHALL VERIFY REFRIGERANT PIPE SIZES WITH EQUIPMENTMANUFACTURER FOR THE INDICATED INSTALLATION.
COORDINATE LOCATION AND INSTALLATION OF DUCTWORK, PIPING, EQUIPMENT,AND OTHER APPURTENANCES WITH OTHER TRADES. DRAWINGS AREDIAGRAMMATIC IN NATURE. GENERATE/SUBMIT COORDINATION DRAWINGS TOARCHITECT/ENGINEER FOR APPORAVAL DEMONSTRATING SUCCESSFULCOORDINATION WITH ALL OTHER TRADES PRIOR TO PURCHASING MATERIALS,FABRICATING DUCTWORK, ETC.
DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS OF DOORS, WINDOWS, ETC.
THERMOSTATS SHALL BE LOCATED IN THE ROOMS INDICATED. INSTALL AT APPROX.46" ABOVE FINISH FLOOR TO MATCH THE HEIGHT OF WALL SWITCHES OR OTHERWALL MOUNTED DEVICES.
PIPING, DUCTWORK, VENTS, ETC., EXTENDING THROUGH EXTERIOR WALLS ANDROOF SHALL BE FLASHED AND COUNTER FLASHED IN A WEATHERPROOF MANNER.
EXTEND DRAIN LINES TO NEAREST FLOOR DRAIN OR AS INDICATED. ROUTINGSHALL NOT INTERFERE WITH PASSAGEWAYS AND MAINTENANCE. DRAINS FROM AIRCONDITIONING CONDENSATE DRAIN PANS SHALL BE TRAPPED. SLOPECONDENSATE DRAIN PIPING AT 1/4" PER FOOT. VERIFY INVERT IS ESTABLISHEDAFTER AIR HANDLING UNIT IS INSTALLED BUT PRIOR TO DUCTWORK INSTALLATION.
EQUIPMENT CONTAINING AIR CONDITIONING COILS WHICH DO NOT HAVE ASECONDARY DRAIN OR AUXILIARY DRAIN PAN SHALL BE FITTED WITH A WATERLEVEL SENSOR IN THE PRIMARY DRAIN PAN. THE SENSOR SHALL BE WIRED TO DE-ENERGIZE THE EQUIPMENT IF WATER RISES ABOVE THE DRAIN OUTLET.
PIPING AND DUCTWORK INSULATION SHALL BE RUN CONTINUOUSLY THROUGH NON-RATED FLOORS, WALLS, ROOF AND PARTITIONS, UNLESS OTHERWISE INDICATED.
NO PIPING SHALL BE SMALLER THAN 3/4" UNLESS OTHERWISE NOTED.
FOR PIPE SIZES NOT INDICATED ON PLANS, SEE EQUIPMENT CONNECTION DETAILS,FLOW DIAGRAMS AND RISER DIAGRAMS AND PIPE SIZING SCHEDULE.
PROVIDE UNION OR FLANGED CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ONBOTH SIDES ON CONTROL VALVES AND PRESSURE REGULATING VALVES. PROVIDESHUT-OFF VALVES ON BOTH SIDES OF AUTOMATIC VALVES.
PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE SPECIFICATIONS.ADDITIONAL SUPPORTS OR HANGERS SHALL BE ADJACENT TO ELBOWS, TO PREVENTWEIGHT OF PIPING BEING PLACED ON THE EQUIPMENT.
CORRECT SETTING ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED.
LOCATE AND SIZE CONCRETE PADS AND CURBS FOR MECHANICAL EQUIPMENT INACCORDANCE WITH ACTUAL EQUIPMENT PURCHASED.
FOR LOCATION OF MOTOR STARTERS, SEE ELECTRICAL DRAWINGS.
THROUGH-PENETRATION FIRESTOP ASSEMBLIES
PROVIDE UL LISTED THROUGH-PENETRATION ASSEMBLIES FOR FIREWALLS ANDFLOORS. REVIEW ARCHITECTURAL DRAWINGS FOR FIRE PARTITION LOCATIONS AND ULLISTINGS.
HOT WATER PIPING
PROVIDE MINIMUM PITCH SUFFICIENT TO INSURE ADEQUATE VENTING AND DRAINAGE.
PROVIDE MANUAL AIR VENTS AT HIGH POINTS OF SYSTEM.
PROVIDE 1/2" DRAIN VALVES AND CAPPED CONNECTIONS AT LOW POINTS IN PIPINGSYSTEMS FOR DRAINING.
SHEET METAL
HIGH SIDEWALL REGISTERS OR GRILLES SHALL BE LOCATED 6" FROM CEILING TO TOPOF REGISTER OR GRILLE.
DUCTWORK SHALL BE CONSTRUCTED TO THE SMACNA STATIC PRESSURECLASSIFICATION OF 2 IN. WG AND SEAL CLASS "B".
PROVIDE EXTENDED VOLUME DAMPER CONTROL RODS SO THAT HANDLES ARE WELLCLEAR OF DUCT INSULATION.
MAINTENANCE
EQUIPMENT WITH FILTERS SHALL BE INSTALLED SO THAT FILTERS CAN BE EASILYREMOVED AND REPLACED.
PROVIDE ACCESS TO ANY INSPECTION OR MAINTAINABLE DEVICE, EQUIPMENT, ETC. -ACCESS OR ACCESS DOOR SHALL BE OF ADEQUATE SIZE TO WORK ON DEVICE.INDICATE LOCATIONS ON COORDINATION DRAWINGS AND SUBMIT TOARCHITECT/ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK.
EXAMINE MANUFACTURER'S LITERATURE TO DETERMINE RECOMMENDEDCLEARANCES. THESE CLEARANCES SHALL BE ESTABLISHED AND MAINTAINED. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE REQUIREMENTSWITH ALL OTHER TRADES.
AINI
GRIVFOHTLAEWNOM
MO
C
PROFESS I ONAL ENG I N
EER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
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CONSULTANT:
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JASON A. KULENGUSKILic. No. 052876
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#6
M100
12022-2
MECHANICAL LEGEND, NOTESAND ABBREVIATIONS
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D4
LEGENDS & ABBREVIATIONSGENERAL NOTES
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUP
T T
DNDN
1 AHU 1 AHU
2 RS/RL 2 RS/RL
3 CU3 CU
4 HWS/HWR 4 HWS/HWR5 5
6 6
77
8
5 5
GAS METER, ETR
8 8
10"x6"
10"x4"
10"x4"
10"x6"
10"x4"
10"x4"
8x12 UP 8x12 UP
5 5
5
6
55
5
6
8x12 DOWN 8x12 DOWN
6 6
REMOVE AIR HANDLER WITH HYDRONIC HEATING COIL, SUPPORTS, AND CONTROLSCOMPLETE. RECLAIM REFRIGERANT (R-22).
REMOVE RS/RL PIPING, DRAIN PIPING, INSULATION, HANGERS, AND SUPPORTSCOMPLETE.
REMOVE CONDENSING UNIT COMPLTETE. TURN METAL CAGE OVER TO OWNER. REMOVECONCETE EQUIPMENT PAD.
REMOVE HYDRONIC PIPE, INSULATION, HANGERS, AND SUPPORTS COMPLETE.
REMOVE REGISTERS, GRILLES, HANGERS, AND SUPPORTS COMPLETE.
REMOVE FLUE AND INTAKE PIPING, HANGERS, AND SUPPORTS COMPLETE UP THROUGHROOF.
REMOVE THERMOSTAT AND CONTROL WIRING COMPLETE. PATCH HOLE IN WALL TOMATCH ADJACENT WALL.
REMOVE 3/4" GAS PIPING, HANGERS, AND SUPPORTS COMPLETE.
1
2
3
4
5
6
7
8
REFRIGERANT RECOVERY NOTE:REFRIGERANT FROM EXISTING MECHANICAL SYSTEMS SHALL BE RECOVEREDAND RECYCLED FOR RECLAIM. EQUIPMENT CAPABLE OF PULLING A VACUUM OFLESS THAN 1000 MICRONS OF MERCURY SHALL BE USED TO RECOVERREFRIGERANT. MECHANICAL SYSTEMS SHALL NOT BE OPENED TO ATMOSPHEREUNTIL ALL REFRIGERANT IS FULLY RECOVERED. THE CONTRACTOR SHALLPROVIDE CONTAINERS FOR THE STORAGE OF THE REFRIGERANT. REFRIGERANT SHALLBECOME THE PROPERTY OF THE CONTRACTOR.
AINI
GRIVFOHTLAEWNOM
MO
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PROFESS I ONAL ENG I N
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1/4" = 1'-0"5' 10'0' 5'
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
GRAPHIC SCALES
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
shal
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Build
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#6
MD101
12022-2
MECHANICAL FIRST FLOORDEMOLITION PLAN
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D4
SCALE: 1/4" = 1'-0" BUILDING D4 MECHANICAL DEMOLITION PLAN - LEVEL 1
SCALE: 1/4" = 1'-0" BUILDING D4 MECHANICAL DEMOLITION PLAN - LEVEL 2
SCALE: 1/4" = 1'-0" BUILDING D4 MECHANICAL DEMOLITION PLAN - ROOF
DEMOLITION NOTES
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUP
T T
DNDN
1 AHU-D5 1 AHU-D6
2 CU-D62 CU-D5
3
A135
A100
A100
A105
4 HWS/HWR 4 HWS/HWR
C205
C190
5
5
7 78 8
9
10 10
8"x8"
8"x4"3
8"x8"
TO WATERHEATER
TO WATERHEATER
8x12 UP 8x12 UP
9
8"x4"8"x4"
8"x4"
Z895
Z905
20"x20" 20"x20"
UC
UC10"x6"10"x6"
LIVING ROOM LIVING ROOM
BEDROOM
BEDROOMKITCHEN KITCHEN
13
6 PUMPED CONDENSATE
6 PUMPED CONDENSATE
ROUTE TO AHU-D6ROUTE TO AHU-D5
6 6
WATER HEATER DRAINPIPING
3 3
B165
B175
A40
A40
A95
A95
B155
A120
8"x8"
8"x6"
8"x8"
8"x4"
8"x8"8"x8"
8x12 DOWN8x12 DOWN
EF-1 EF-11111
UC
UC
UCUC
UC
UC UC
UC
1212
56 65
A40
A40
BEDROOM BEDROOM BEDROOM BEDROOM
BEDROOMBEDROOM
BATH BATH
33
PROVIDE DX HYDRONIC HEAT AIR HANDLER, CONDENSATE PUMP, AND STRUCTURALSUPPORT BASE CAN/PLENUM COMPLETE. RETURN GRILLE IS AT FLOOR LEVEL.PLENUM/SUPPORT STAND SHALL BE FULL LENGTH/WIDTH OF AHU INLET AND 24" TALLUNLESS MORE STRINGENT REQUIREMENTS ARE DICTATED BY THE MANUFACTURER.
PROVIDE CONDENSING UNIT AND NEW CONCRETE EQUIPMENT PAD. PROVIDEINSULATED RS/RL PIPING TO RESPECTIVE AIR HANDLING UNIT. PROVIDE NEW METALPROTECTIVE CAGE (SEE DETAIL) SIZED TO FIT SELECTED UNIT.
PROVIDE 2" PVC INTAKE AND EXHAUST AND SUPPORTS COMPLETE FOR WATERHEATER. ROUTE THROUGH EXISTING CHIMNEY.
PROVIDE HYDRONIC HW SUPPLY AND RETURN PIPING, INSULATION, HANGERS, ANDSUPPORTS COMPLETE. REFER TO PIPING DIAGRAM ON DRAWING M-502
PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT COMPLETE.
PROVIDE 3/4" PUMPED CONDENSATE DRAIN PIPING, INSULATION, HANGERS, ANDSUPPORTS COMPLETE. ROUTE CONDENSATE DRAIN TO SPILL ONTO SPLASHBLOCK.
PROVIDE RS/RL, INSULATION, HANGERS, AND SUPPORTS.
PROVIDE WHITE PAINTED DUCTLESS RANGE EXHAUST HOOD WITH CHARCOALFILTER, 2-SPEED FAN, AND LAMP. MOUNT UNDER CABINET. CONFIRM SIZING WITHFIELD MEASUREMENTS PRIOR TO SELECTION.
PROVIDE 3/4" GAS PIPING WITH HANGERS AND SUPPORTS COMPLETE. PENETRATEWALL WITH GAS PIPING APPROXIMATELY 3'-0" ABOVE GRADE.
PROVIDE GAS PIPING TO RANGE CONNECTION. SEE TYPICAL GAS CONNECTIONDETAIL. ROUTE GAS PIPING IN CEILING THROUGH SOFFIT.
PROVIDE CABINET EXHAUST FAN IN WINDOW INFILL. ORIENT FAN TO ENSUREGRAVITY CLOSURE OF BACKDRAFT DAMPER.
ROUTE DUCTWORK AS CLOSE AS POSSIBLE TO CENTER WALL.
PROVIDE SLEEVES AT PIPE PENETRATIONS.
1
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4
5
6
7
8
9
10
11
12
13
AINI
GRIVFOHTLAEWNOM
MO
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PROFESS I ONAL ENG I N
EER
1/4" = 1'-0"5' 10'0' 5'
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
GRAPHIC SCALES
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
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Build
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#6
M101
12022-2
MECHANICAL FIRST FLOORNEW WORK PLAN
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D4
SCALE: 1/4" = 1'-0" BUILDING D4 MECHANICAL NEW WORK PLAN - LEVEL 1
SCALE: 1/4" = 1'-0" BUILDING D4 MECHANICAL NEW WORK PLAN - LEVEL 2
SCALE: 1/4" = 1'-0" BUILDING D4 MECHANICAL NEW WORK PLAN - ROOF
NEW WORK NOTES
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
MULTIPLE PIPERUNS
SINGLE PIPE RUN
ELBOW
TEE
REFRIGERANT PIPING DETAIL EMERGENCY DRAIN PAN DETAIL
PIPE SUPPORT DETAILS
FLEXIBLE DUCT INSTALLATION DETAIL
CONCRETE PAD DETAIL - EXTERIOR SWITCH/THERMOSTAT MOUNTING HEIGHT DETAIL
DUCT SUPPORT DETAIL
GAS PIPING CONNECTION DETAIL
NO SCALE
DUCTWORK DETAIL
REFRIGERANT SERVICE VALVES-NOT REQUIRED IN PIPING IFPROVIDED WITH OUTDOOR UNIT
OUTDOORUNIT
EXPANSION VALVE
INDOOR UNIT
REFRIGERANTSERVICE VALVE
SOLENOID VALVE
FILTER DRYER
SIGHT GLASS
INSULATE
NOTE: CHARGING CONNECTIONS AND SERVICE PORTS SHALL BE PROVIDEDWHERE RECOMMENDED BY THE MANUFACTURER.
NO SCALE
RLRS
LENGTH SHALL BEEQUAL TO EQUIPMENTPLUS 6"
ROLL INSHARPEDGES
SECTION 'A-A'
PROVIDE PERMANENTBREAK IN PAN TODIRECT FLOW TO DRAIN
6" MINIMUM
WELD ALL SEAMS (TYP.)
WIDTH SHALL BE EQUAL TOEQUIPMENT PLUS 6" (150)
PAN SHALL BE CONSTRUCTEDOF 20 GAUGE GALVANIZEDSHEET METAL
NO SCALE
B'
B'
A'
A'
SUPPORT FROMROOF JOISTS
3/8" THREADEDROD
CLEVIS HANGER(SIZE AS REQUIRED)
SUPPORT FROMROOF JOIST
BOLT AND CLAMPINGNUT (TYP.)
STEEL PIPESTRAP
1-5/8" x 1-5/8" x 12 GAUGESTEEL CHANNEL
INSULATION SADDLE
3/8" THREADED ROD
LENGTH AS REQUIRED
INSULATION SADDLE (TYP)
NO SCALE
TURNING VANES,SINGLE THICKNESS
NO SCALE
BELL MOUTH DUCT TAP -IN WITH VOLUME DAMPERAND INSULATION
FLEXIBLE DUCT
BEAD
DUCT STRAP CABLE TIE,PLENUM RATED AND LISTEDFOR USE PER UL-181SHEET METAL DUCT WITHEXTERIOR INSULATION
NO SCALE
6" ALL AROUND UNIT
45° CHAMFER
GRADE 4"2"
NO SCALE
6/6 10/10WIRE MESH
EQUIPMENT
SUPPORT FROMSTRUCTURE ABOVE
THREADED ROD(TYPICAL)
STEEL ANGLE
NUT WITH LOCK WASHER(TYPICAL)
METAL HANGER STRAP
SECURE TO BOTTOM ANDSIDES OF DUCT WITH SHEETMETAL SCREWS
NOTE: FOR ANGLE SIZE AND HANGER STRAP GAUGE, SEESMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS.
NO SCALE
UL LISTEDGAS COCK
EQUIPMENT
NO SCALE
SEDIMENTTRAP
G
UL LISTED FLEXIBLECONNECTOR FORGAS APPLIANCE
SECONDARY DRAIN LINEWITH VALVE AND 3/4"HOSE THREAD WITH CAP
NOTE: INSTALL FLOAT SWITCH IN PAN, WIRED TO CONTROLCIRCUIT TO SHUT DOWN UNIT UPON WATER DETECTION
ADAPTER
RUBBER LEAKTIGHT BUSHING
1" DOUBLE TAPBUSHING, 1-1/2"LONG
SECTION 'B-B'
20 GAUGE GALAVANIZEDSHEET METAL PAN
SOLDER JOINT
COPPER TUBING OR PVCTO VALVE AND CAP
APPROX. 46"
THERMOSTAT/TEMPERATURE SENSOR,MOUNTED CENTERLINEWITH ADJACENT WALLSWITCHES
FINISHED FLOOR
WALL SWITCH
WALL FRAMING (TYP.)
T
9 GAUGE GALVANIZEDCHAIN LINK
2-1/2" 0.130 WALLTHICKNESS GALVANIZEDPOSTS
AINI
GRIVFOHTLAEWNOM
MO
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PROFESS I ONAL ENG I N
EER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
Mar
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Build
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#6
M501
12022-2
MECHANICAL DETAILS
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D4NO SCALECONDENSING UNIT PROTECTIVE CAGE TYPICAL DETAIL
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
GRILLE, REGISTER & DIFFUSER SCHEDULE - BUILDING D4C.F.M. NECK MAX. MANUFACTURER/
TAG TYPE SERVICE RANGE SIZE P.D. MODEL NO. REMARKS
A SIDEWALL REGISTER SUPPLY 0-130 8x4 0.1 540 SIDEWALL, SINGLE DEFLECTION
B SIDEWALL REGISTER SUPPLY 135 - 175 8x6 0.1 540 SIDEWALL, SINGLE DEFLECTION
C SIDEWALL REGISTER SUPPLY 195-205 10x6 0.1 540 SIDEWALL, SINGLE DEFLECTION
Z SIDEWALL GRILLE RETURN 895 - 905 20x20 0.1 530 45° DEFLECTION, 3/4" SPACING AND FILTER
THE FOLLOWING NOTES ARE TYPICAL UNLESS OTHERWISE NOTED:
1. SELECTIONS BASED ON PRICE.
2. PROVIDE ALUMINUM DIFFUSERS AND REGISTERS WITH OPPOSED BLADE VOLUME DAMPERS, BAKED STANDARD WHITE ENAMEL FINISH
(INCLUDING HEAD OF SCREWS), MAXIMUM NC=25 AT HIGHEST CFM AND PROVIDE SQUARE TO ROUND TRANSITION AS REQUIRED. 3. PROVIDE 4-WAY PATTERN CEILING DIFFUSERS, U.O.N. ON PLANS OR SCHEDULE.
4. MAXIMUM PRESSURE DROP SHALL INCLUDE VOLUME DAMPER WHERE DAMPER IS PROVIDED.
AIR COOLED CONDENSING UNIT SCHEDULE - BUILDING D4MIN. REFRIG. O.A. TEMP. COMPRESSOR MOTOR(S) CONDENSER FAN MOTORS ELECTRICAL CHARACTERISTICS
TAG SERVES EFFECT (M.B.H.) (ºF D.B.) NO. R.L.A. (EACH) NO. F.L.A. (EACH) M.C.A. M.O.C.P. VOLTS PHASE MODEL NO.CU-D5 AHU-D5 24.0 95.0 1.00 13.4 1.00 0.7 17.5 30.0 230 1 13ACX-024CU-D6 AHU-D6 24.0 95.0 1.00 13.4 1.00 0.7 17.5 30.0 230 1 13ACX-024
NOTES: 1. SELECTIONS BASED ON LENNOX. 2. VERIFY CERTIFIED COMBINATION RATING WITH AIR HANDLER PURCHASED.
FAN SCHEDULE - BUILDING D4E.S.P. MAX MODEL
TAG LOCATION FAN TYPE C.F.M. (IN. WG.) SONES DRIVE WATTS VOLTS PHASE NO. REMARKSEF-1 BATHROOM CABINET 50 0.125 2 DIRECT 48 115 1 SP-5 SEE NOTES
NOTES: 1. SELECTIONS BASED ON GREENHECK 2. PROVIDE WITH HOODED WALL CAP, MODEL WC. 3. PROVIDE CABINET FANS WITH CHATTERPROOF BDD, INTEGRAL ELECTRICAL DISCONNECT, DUCT FLANGE, AND INTEGRAL WHITE PLASTIC INTAKE GRILLE.
AIR HANDLING UNIT SCHEDULE - BUILDING D4SUPPLY FAN DATA DX COIL DATA HOT WATER HEATING COIL DATA
ELECTRICAL DATA TOTAL SENS. TOTALS.A. E.S.P. CAPACITY CAPACITY CAPACITY E.W.T. MCA MOCP MODEL
TAG C.F.M. (IN. WG.) H.P. VOLTS PHASE M.B.H. M.B.H. M.B.H. (ºF) G.P.M. NO. REMARKSAHU-D5 895 0.40 3/4 120 1 22.4 21.3 27 120 3.5 11 15.0 32UCXQB SEE NOTESAHU-D6 905 0.40 3/4 120 1 22.8 21.7 27 120 3.5 11 15.0 32UCXQB SEE NOTES
NOTES: 1. LEAVING AIR TEMPERATURE IS TO BE PROVIDED AT THE UNIT DISCHARGE, TOTAL & SENSIBLE CAPACITIES ARE "NET" VALUES TO BE PROVIDED DOWNSTREAM OF THE SUPPLY FAN. 2. PROVIDE WITH INTEGRAL HOT WATER COIL AND PUMP SUITABLE FOR CONNECTION TO DOMESTIC HOT WATER HEATER. PUMP SHALL BE SIZED TO SUPPORT THE FLOW AND PRESSURE OF HEATING COIL, ASSOCIATED PIPING, FITTINGS, ETC. 3. SELECTIONS BASED ON FIRST COMPANY. 4. PROVIDE WITH RETURN AIR KIT AND CONDENSATE OVERFLOW SWITCH.
5. COOLING CAPACITY BASED ON E.A.T. =76.7ºF DB / 61.3ºF WB AND 95ºF. AMBIENT AIR TEMPERATURE.
6. HEATING CAPACITY BASED ON E.A.T. = 68ºF DB.
VALVE W/TAPSMANUAL BALANCINGRETURN MAIN
SUPPLY MAIN
2.
W/ HOSE CONNECTION
1. ARRANGE PIPING TO PERMIT REMOVAL OF COIL.
3/4" DRAIN VALVE
HWRHWS
PRESSURE GAGE TAP W/
THERMOMETER, 0°- 200°F
CAP & PET COCK (TYP.)
MANUAL AIR VENTRANGE (TYP)
INSTALL FLOW CONTROL BALANCING VALVES IN CONFORMANCE WITHVALVE MANUFACTURER'S RECOMMENDED SPACING UP ANDDOWNSTREAM FROM PIPE CHANGES IN DIRECTION AND/OR OTHERVALVES AND PIPING COMPONENTS.
AND CAP
3-WAY CONTROL VALVE
NO SCALEHOT WATER COIL PIPING DETAIL - AHU TYPICAL CONDENSATE DRAIN TRAP
PIPE SLEEVE THRU EXTERIOR WALL DETAIL
DIAGRAMMATIC LAYOUT COMBO SYSTEM
NOTES:
NO SCALE
3/4" COLD WATER SUPPLY
3/4" SHUT-OFF VALVE (TYP)
PRESSURE GAUGE
3/4" CHECK VALVE WITH 1/8" HOLE
ATMOSPHEREVACUUM BREAKER
GAS DIRECT-VENT
3/4" TEMPEREDWATER TO HOUSE120° MAXIMUM
3/4" CHECK VALVE
INSTALL THERMOMETERS ONBOTH SIDES OF MIXINGVALVE (HOT WATER ENTRYAND EXIT TO VALVES)
NOMINAL 3/4" SIZE THERMOSTATICMIXING VALVE, OR EQUAL.CONTACT SPARCO INC. AT401-738-4290. MIXING VALVE MUSTBE INSTALLED BELOW THE TOP OFTHE WATER HEATER AS PERRECOMMENDATIONS.
2" PVC VENT PIPING. ROUTEUP THROUGH CHIMNEY TOABOVE ROOF
WATER HEATER DRAIN PAN
GASFIRED WATER
HEATER
TO HVAC UNITFAN ON OFFHEAT COOL
CHECK VALVEINTERNAL IN PUMP.
ALL BRONZE PUMP
HOT WATER COIL
HOT WATER TO SPACEHEATER
AIR HANDLINGUNIT
WATER SAMPLE TAP
BLEED VALVE
3/4" HWS & HWRTO HEATING COIL
2 GALLON EXPANSION TANK
ELECTRONICALLYCONTROLLED PUMPTIMER. ACTIVATES
FOR 60 SECONDS.WIRE TO BRONZEPUMP
100°F TO 110°F
120°F
RETURN AIRPLENUM/STAND
PROVIDE FLEXIBLECONNECTOR
PROVIDE TRANSITIONDUCT AND CONNECT TODUCTWORK
3/4" DRAIN, ROUTE TOCONDENSATE PUMP IN
GAS CONNECTION, SEE GASCONNECTION DETAIL
EVERY 5 HOURS2" AIR INLET PIPING. ROUTE UP THRUCHIMNEY ON ROOF
PROVIDE PACKAGED CONDENSATE PUMPWITH RECEIVER, FLOAT SWITCH,INTEGRAL CHECK VALVE AND HIGH WATERLEVEL SWITCH WIRED TO SHUT-OFF AIR HANDLER.
INOUT
FROM AIR HANDLINGUNIT TRAP
UNION (TYP.)
WATER HEATER ROOM.
ROUTE TO OUTDOORS, SPILL ONTO SPLASH BLOCK.
RELIEF VALVEPIPING TO SPILLINTO DRAIN PAN.
PROVIDE CONDENSATE PUMP RATED FOR 212°F, 139 GPH AT12' LIFT. HARTELL MODEL A2SA-115 OR APPROVED EQUAL.ROUTE DRAIN TO OUTDOORS, SPILL ONTO SPLASH BLOCK.
ELEVATE HEATER ON 2x4 OR 4x4HDPE BLOCKS AS REQUIRED TOPERMIT DRAIN PIPING SLOPE OF1/8"/FOOT MIN. TO PUMP INLET.
DRAIN PAN
FAN PLUS 1/2"TO TOTAL PRESSURE ONDEPTH OF SEAL IS EQUAL
NO SCALE
RUN AS INDICATEDON PLAN
THE SAME SIZE AS THE NIPPLEDRAIN LINE SHALL BE AT LEAST
ON THE DRAIN PAN
TOWARD DRAINPITCH DOWN
CLEANOUT
INSULATION
NO SCALE
WALL
PIPE SLEEVE
PIPE
ANCHOR
INTERIOREXTERIOR
BACK-UPMATERIAL
WATERPROOFSEALANT
ESCUTCHEON PLATE(WHERE EXPOSED)
AINI
GRIVFOHTLAEWNOM
MO
C
PROFESS I ONAL ENG I N
EER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JASON A. KULENGUSKILic. No. 052876
10.03.2014
13066
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#6
M502
12022-2
MECHANICAL DETAILS ANDSCHEDULES
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REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
THREE-WAY SWITCH, 20A, 120/277V, 46" AFF UON
FOUR-WAY SWITCH, 20A, 120/277V, 46" AFF UON
DOWNLIGHT OR PENDANT MOUNTED FIXTURE. SUBSCRIPT SHALL INDICATEFIXTURE CONTROLLED BY OCCUPANCY SENSOR.
SINGLE POLE SWITCH, 20A, 120/277V, 46" AFF UON
WALL MOUNTED LIGHTING FIXTURE. SUBSCRIPT SHALL INDICATEFIXTURE CONTROLLED BY OCCUPANCY SENSOR.LIGHTING FIXTURE TYPE SYMBOL. SEE LIGHTING FIXTURE DETAILS.
MOUNTEDAIR HANDLING UNIT
FRACTIONAL AC HORSEPOWER
AMPERE
GROUND FAULT INTERRUPTER
KILO-VOLT-AMPERES
NON-FUSED
MINIMUM CIRCUIT AMPS
HORSE POWER/HEAT PUMP
MAIN LUGS ONLY
EXISTING
ABOVE FINISHED GRADE
AVAILABLE INTERRUPTING CURRENT
GROUND
NATIONAL ELECTRICAL CODE
LIGHTING
ABOVE FINISHED FLOORA
MAIN CIRCUIT BREAKER
MANUFACTURER
FULL LOAD AMPS
LIGHTING
SAFETY SWITCH, 60A-3P, FU @ 30A, 3R
SWITCH RATINGNUMBER OR POLESFUSE RATING (NF INDICATES NON-FUSED)NEMA ENCLOSURE IF OTHER THAN NEMA 1
ELECTRICAL PANELBOARD
ELECTRICAL CIRCUIT AND HOMERUN TO PANELBOARD (PANEL AND CIRCUITDESIGNATION AS INDICATED). AS A MINIMUM CONDITION, EACH SINGLE PHASECIRCUIT SHALL HAVE 1 #12 PHASE CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1#12 GROUNDING CONDUCTOR. PROVIDE ADDITIONAL PHASE CONDUCTORS ASREQUIRED FOR "MULTIPLE PHASED" ELECTRICAL LOADS. PROVIDE ADDITIONAL"SWITCH LEG" CONDUCTORS TO PROVIDE THE LIGHT FIXTURE CONTROLINDICATED. CONDUCTORS LARGER THAN #12 SHALL BE AS INDICATED.
SURFACE MOUNTED METAL RACEWAY. RACEWAY MAY BE REQUIRED BUT IS NOTPREFERRED. CONCEAL CONDUITS TO THE MAXIMUM EXTENT POSSIBLE. PROVIDEWIREMOLD 700 SERIES PAINT TO MATCH INTERIOR WALL.
DUPLEX CONVIENCE RECEPTACLE 20A, 120V, 18" AFF UON. DEVICES SHALL BEARC FAULT PROTECTED AND TAMPER PROOF.
DUPLEX CONVIENCE RECEPTACLE 20A, 120V, 6" ABOVE COUNTER
DUPLEX RECEPTACLE, GROUND FAULT INTERRUPTING TYPE, 20A, 120V, 46" AFFUON (OR 6" ABOVE COUNTER AS APPLICABLE)
EQUIPMENT CONNECTION
JUNCTION BOX
MOTOR CONNECTION
MOTOR RATED SWITCH WITH TERMINAL OVERLOADS 20A, 120V, UON, MOUNTEDWITHIN SIGHT OF MOTOR, 48" AFF
SINGLE POLE TOGGLE, 20A, 120/277V, 60" A.F.F. U.O.N., "EMERGENCY GASSHUTOFF" RED COVER PLATE
TELECOMMUNICATIONSRESIDENTIAL UNIT TELEPHONE OUTLET. PROVIDE 4 PAIR CAT 6 CABLEFROM RJ11 JACK IN FACE PLATE TO N.ID. AT BUILDING EXTERIOR
RESIDENTIAL COAXIAL TV OUTLET. PROVIDE RG-6/U COAXIAL CABLEFROM F PORT ON FACEPLATE TO N.I.D. AT BUILDING EXTERIOR.
SATELLITE INTERFACE BOX. SEE SIB RISER DETAIL SHEET E601 FORDETAILS.
CABLE TELEVISION INTERFACE BOX. SEE COX CABLE RISER DIAGRAMSHEET E601 FOR DETAILS.
FIRE ALARMCOMBINATION 120VAC PHOTOELECTRIC SMOKE AND CARBONMONOXIDE DETECTOR. CEILING MOUNT.
GENERALDETAIL OR SECTION NOTATIONENUMERATION: A = DETAIL, 1 = SECTION
SHEET WHERE SECTION IS SHOWN/CUT
NEW WORK NOTE SYMBOL
DEMOLITION NOTE SYMBOL
1 HOUR FIRE RATED WALL
2 HOUR FIRE RATED WALL
SMOKE PARTITION
BELOW FINISHED GRADECONDUITCOMPACT FLUORESCENT LAMPCIRCUITCIRCUIT BREAKER
EMPTY CONDUITEXHAUST FANEQUIPMENTEXISTING TO REMAIN
NOT IN CONTRACTNOT TO SCALEON CENTEROWNER FURNISHED,CONTRACTOR INSTALLEDPOLEPOWER FACTORPANELPANELBOARDPHASERECEPTACLEREQUIRED
TRIPLE TUBE FLUORESCENT LAMPTYPICALUNLESS OTHERWISE NOTEDVOLT(S)VOLT-AMPERESWATTS/WIREWIREGUARDWATER HEATER
AFFAFGAHUAIC
BFGC
CFLCKT
CB
ECEF
EQUIPETR
EXISTFHPFLAGFI
GNDHP
KVA
LTGMCAMCB
MFRMLOMTDNEC
NFNICNTSOC
OFCI
PPF
PNLPNLBD
ØRECEPT
REQ'D
TRTTYPUON
VVAW
WGWH
AND
ABBREVIATIONSGENERAL NOTES
SERVICE ENTRANCESE
GFI
3
4
M
1
1 S
E
J
GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALLWORK SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BEPROVIDED UNDER THIS CONTRACT.
COORDINATION: COORDINATE AND COOPERATE WITH ALLTRADES ON THE PROJECT. THE CONTRACTOR SHALL REVIEW ALLCONTRACT DOCUMENTS INCLUDING CIVIL, STRUCTURAL,ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONTRACTORSHALL COORDINATE AN ADJUST ACCORDINGLY AS DIRECTED BYTHE ENGINEER.
AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICALDRAWINGS TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGSIN RED AS THE PROJECT PROGRESSES IN ORDER TO KEEP ANACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORKSHOWN ON THE DRAWINGS AND THE WORK WHICH IS ACTUALLYINSTALLED. THESE MARKED DRAWINGS SHALL REFLECT ANY ANDALL CHANGES AND REVISIONS TO THE ORIGINAL DESIGN WHICHEXISTS IN THE COMPLETED WORK. DELIVER THE MARKEDDRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT.
TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDSBEFORE CONNECTING ANY FIXTURES OR DEVICES. PERFORMINSULATION RESISTANCE TESTS ON ALL WIRING #8 OR LARGER TOINSURE THAT ALL PORTIONS ARE FREE FROM SHORT-CIRCUITSAND GROUNDS.
ELECTRICAL SERVICE: PROVIDE THE ELECTRICAL SERVICE.COMMUNICATE WITH THE LOCAL POWER COMPANY, VERIFY ALLREQUIREMENTS, AND COORDINATE ALL EFFORTS.
GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITHTHE NEC FOR THE ENTIRE ELECTRICAL SYSTEM INCLUDINGEQUIPMENT FRAMES CONDUITS, SWITCHES, CONTROLLERS, WIRE-WAYS, NEUTRAL CONDUCTORS, AND OTHER EQUIPMENT.PROVIDE A GROUNDING CONDUCTOR IN ALL POWER CONDUITS.
LABELS: PROVIDE LABELS FOR ALL SWITCHBOARDS,SWITCHBOARD BREAKERS, PANELBOARDS, CABINETS, SAFETYSWITCHES, MOTOR-DISCONNECT SWITCHES, AND MOTORCONTROLLERS. LABELS SHALL BE MACHINE ENGRAVED,LAMINATED PLASTIC, PERMANENTLY ATTACHED WITH SELF-TAPPING SCREWS OR RIVETS. DO NOT USE SELF-ADHESIVELABELS.
J-BOX LABELING: LABEL ALL JUNCTION BOXES WITHPERMANENT MARKER IDENTIFYING CIRCUIT NUMBER ANDPANELBOARD OF CIRCUITS WITHIN.
PANEL DIRECTORY: PROVIDE TYPEWRITTEN PANELBOARDDIRECTORY CARD IN EACH PANELBOARD WITH CIRCUIT LOADINFORMATION AND ROOM NUMBER CLEARLY IDENTIFIED. USEACTUAL ROOM NUMBERS IN THE BUILDING, NOT THE ROOMNUMBERS SHOWN ON THE CONTRACT DRAWINGS, AS THEY AREOFTEN DIFFERENT.
MOTOR COORDINATION: MOTORS, MOTOR STARTERS,CONTROLLERS, INTEGRAL DISCONNECT SWITCHES, ANDCONTACTORS SHALL BE PROVIDED WITH THEIR RESPECTIVEPIECES OF EQUIPMENT BY THE EQUIPMENT SUPPLIER.COMMUNICATE WITH THE TRADES PROVIDING THE EQUIPMENT,VERIFYING ALL REQUIREMENTS, PROVIDE ALL ELECTRICALCONNECTIONS REQUIRED THEREIN, AND INSTALL MOTORSTARTERS.
MOTOR DISCONNECTS: ALL MOTORS SHALL HAVEDISCONNECTING MEANS.
MOTOR FUSE PROTECTION: WHERE FUSE PROTECTION ISSPECIFICALLY REQUIRED BY THE EQUIPMENT MANUFACTURER,PROVIDE FUSED SWITCHES IN LIEU OF NON-FUSED SWITCHES ORIN LIEU OF ENCLOSED CIRCUIT BREAKERS, OR OTHER DEVICESINDICATED.
CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGSSHOWING WIRING DIAGRAMS, ROUGH-IN AND HOOK UP DETAILSFROM OTHER INVOLVED CONTRACTORS FOR EQUIPMENT WHICHMUST BE CONNECTED ELECTRICALLY.
COORDINATION DETAILS: MECHANICAL EQUIPMENT WILL BEFURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.THE LOCATIONS SHOWN ON THE ELECTRICAL DRAWINGS AREAPPROXIMATE. COORDINATE WITH THE MECHANICALCONTRACTOR TO DETERMINE THE EXACT LOCATION OF EACHPIECE OF EQUIPMENT AND DETERMINE THE EXACT ROUGH-IN ANDCONNECTION REQUIREMENTS.
WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OFELECTRICAL EQUIPMENT WITH MECHANICAL DUCTWORK, PIPINGETC. AND ASSURE WORKING CLEARANCE REQUIRED BY NEC WILLBE MET. SUFFICIENT ACCESS AND WORKING SPACE SHALL BEPROVIDED AND MAINTAINED AROUND ELECTRICAL EQUIPMENT ASREQUIRED BY THE NATIONAL ELECTRICAL CODE. CONTRACTORSHALL COORDINATE FINAL LOCATION OF EQUIPMENT PROVIDEDAND INSTALLED BY OTHER TRADES.
LIGHTING ARRANGEMENT: ARRANGE LIGHTING FIXTURES INACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILINGPLANS.
LIGHTING COORDINATION: COORDINATE LIGHTING FIXTURESWITH GRILLES, DIFFUSERS, SPRINKLER HEADS, AND ACCESSPANELS, ETC. PROVIDE FIXTURE MOUNTING BRACKETS,ACCESSORIES, PLASTER FRAMES, ETC.. SUITABLE FOR THECEILING TYPES INDICATED ON THE ARCHITECTURAL PLANS.
MATERIAL COORDINATION: VERIFY CEILING AND WALLCONSTRUCTION AND MATERIAL PRIOR TO ORDERING LIGHTFIXTURES OR OTHER DEVICES TO INSURE PROPER FIXTURE ORDEVICE IS FURNISHED TO MATCH CONSTRUCTION.
MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED AREFROM THE FINISHED FLOOR TO THE CENTERLINE OF THE WIRINGDEVICE UNLESS OTHERWISE NOTED. MOUNTING HEIGHTS OFLIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTUREUNLESS OTHERWISE NOTED.
DEVICE LOCATIONS: COORDINATE LOCATIONS OF SWITCHES,RECEPTACLES, AND TELE/DATA OUTLETS WITH OTHER WALLMOUNTED DEVICES SUCH AS THERMOSTATS AND CONTROLSTATIONS.
DEVICE COORDINATION: THOROUGHLY REVIEW ANDCOORDINATE ALL CASEWORK AND CABINET DRAWINGS ANDARCHITECTURAL ELEVATIONS WITH DEVICE LOCATIONS PRIOR TOROUGH-IN OF OUTLET BOXES.
FIRE PROOFING: FOR ANY WALL OR FLOOR PENETRATIONSTHROUGH FIRE-RATED STRUCTURES PROVIDE FIRE-PROOFINGTO SEAL ALL THE PENETRATIONS AFTER THE CONDUIT HAS BEENINSTALLED. FIRE PROOFING FOR PENETRATIONS SHALL BE ULAPPROVED PER THE PENETRATION MADE IN ORDER TO MAINTAINFIRE-RATED INTEGRITY OF THE STRUCTURE.
CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICALDEVICES, LIGHTING FIXTURES, LAMPS AND LENSES, AND REMOVEALL PAINT SPATTERS FROM DEVICES, FIXTURES AND PLATES.REPLACE ALL INOPERATIVE LAMPS.
POWER
FIRE STOPPING NOTE:CONTRACTOR SHALL PROVIDE AN APPROPRIATE LISTED THROUGH-PENETRATION FIRE STOPPINGASSEMBLY AT EACH PENETRATION OF FIRE RATED CONSTRUCTION (I.E. WALLS AND SLABS, ETC.).SLEEVES SHALL ONLY BE PERMITTED WHERE INDICATED IN THE CONTRACTOR SELECTED THROUGH-PENETRATION FIRE STOPPING ASSEMBLY. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OFALL RATED ASSEMBLIES AND ASSOCIATED UL DESIGNATIONS. DEVICES INSTALLED RECESSED WITHINFIRE RATED CONSTRUCTION (I.E. LIGHT SWITCHES, RECEPTACLES, ETC.) ARE ONLY PERMITTED WHENAN APPROVED LISTED FIRE STOPPING SYSTEM EXISTS FOR THE APPLICATION. IF AN APPROVED LISTEDFIRE STOPPING SYSTEM IS UNAVAILABLE, THE CONTRACTOR SHALL BRING THE CONDITION TO THEATTENTION OF THE A/E FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK.
SM
R
CONDENSING UNITCU
A
KILO-WATTSKW
GENERAL: DEMOLITION DRAWINGS ARE BASED ON EXISTING PLANS AND FIELD INVESTIGATION PRIOR TODEMOLITION. VISIT THE EXISTING BUILDING PRIOR TO BID IN ORDER TO BECOME FAMILIAR WITH THEEXISTING CONDITIONS AND IN ORDER TO AVOID CONFLICTS.
DASHED ITEMS: ALL ITEMS SHOWN DASHED ON DEMOLITION PLANS ARE EXISTING AND SHALL BEREMOVED.
SOLID ITEMS: ALL ITEMS SHOWN SOLID ON DEMOLITION PLANS ARE EXISTING TO REMAIN.
ASSOCIATED APPURTENANCES: REMOVE ALL ELECTRICAL APPURTENANCES (DISCONNECTS, STARTERS,WIRING, CONDUIT, ETC.) ASSOCIATED WITH EQUIPMENT TO BE REMOVED BY OTHERS.
KNOCKOUT PLUGS AND COVERS: ALL CONDUIT REMOVED SHALL BE REMOVED IN ITS ENTIRETY, INCLUDINGFITTINGS, MOUNTING DEVICES , MOUNTING HARDWARE, ETC. PROVIDE CONDUIT PLUGS AND BLANKS FORALL OPENINGS CREATED BY THE REMOVAL OF CONDUIT. PROVIDE BLANK COVER PLATES FOR ALLOPENED OUTLET BOXES CREATED BY THE REMOVAL OF EQUIPMENT AND/OR DEVICES
DEMOLISHED MATERIALS: ALL MATERIALS REMOVED UNDER DEMOLITION, NOT TO BE RELOCATED ORDESIGNATED TO BE TURNED OVER TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTORAND SHALL BE REMOVED COMPLETELY FROM THE SITE.
SCHEDULE OUTAGES: ALL WORK AND ALL POWER OUTAGES IN THE EXISTING BUILDING SHALL BESCHEDULED AT TIMES CONVENIENT TO THE OWNER.
NOTIFICATION: NOTIFY THE OWNER PRIOR TO TURNING OFF ANY CIRCUITS.
ABANDONED COMMUNICATIONS CABLING: ABANDONED COMMUNICATIONS CABLING (TELEPHONE ORDATA) ABOVE THE CEILING SHALL BE REMOVED PER NEC ARTICLE 645.
ELECTRICAL DEMOLITION NOTES
TVR
R
SIB
WEATHERPROOFWP
CATV
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PRO
FESS I ONA L ENG I NEER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JAMES S. BEDOISLic. No. 032929
10.03.2014
13066
Mar
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Build
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#6
E100
12022-2
ELECTRICAL LEGEND, NOTESAND ABBREVIATIONS
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REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUP
GFI
GFI
GFI
GFI
WH WH
S S
J J
R R
DNDN
GFI
GFI
GFI GFI
S S
SERVICE HEAD
#2 SE CABLE
#2 SE CABLE
KWH METER BASE
KWH METER BASE
PANEL "R" 100A MLO240/120V, 1ɸ, 3W
REMOVE OVERHEADSERVICE DROP
2 3
4
5 6 7 8
9
E E
WATER HEATER, 120V
FAN COIL UNIT, 120V
E E
KITCHENHOOD, 120V
WATER HEATER, 120V
FAN COIL UNIT, 120V
KITCHENHOOD, 120V
TV TV
3 3
2 2
2 2
TI
EXISTINGTELEPHONEINTERFACE BOX
CATV
EXISTING CABLETELEVISIONINTERFACE BOX
2 3
4
5 6 7 8
9
TV TV
TV TV
TV TV2
2
2
2
2
2
EF, 120V, 1Ø EF, 120V, 1Ø
1 REMOVE EXISTING FIXTURES, CONDUCTORS, DEVICES AND CONNECTION TOAPPLIANCES AND MECHANICAL EQUIPMENT. UNIT HAS BEEN DAMAGED BY FIRE. ALLELECTRICAL EQUIPMENT SHALL BE REMOVED COMPLETELY.
REMOVE EXISTING JACK AND CABLE BACK TO EXTERIOR NETWORK INTERFACEDEVICE.
DISCONNECT AND REMOVE EXISTING WATTHOUR METER SERVING EXISTINGCONDENSING UNIT.
2
3
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PRO
FESS I ONA L ENG I NEER
1/4" = 1'-0"5' 10'0' 5'
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
GRAPHIC SCALES
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JAMES S. BEDOISLic. No. 032929
10.03.2014
13066
Mar
shal
l Cou
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ns -
Build
ing
#6
ED101
12022-2
ELECTRICAL FIRST FLOORDEMOLITION PLAN
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D4
SCALE: 1/4" = 1'-0" BUILDING D4 ELECTRICAL DEMOLITION PLAN - LEVEL 1
SCALE: 1/4" = 1'-0" BUILDING D4 ELECTRICAL DEMOLITION PLAN - LEVEL 2
DEMOLITION NOTES THIS SHEET
NO SCALEELECTRICAL POWER RISER - DEMOLITION
1 1
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
UPUP
S
3
S3
3
GFI
GFI
GFI3 3
GFI
GFI
GFI
3
S
S
33
4 4
R
DNDN
GFI GFI
S S
3 3
GFI
GFI
3 3
S
S
S
S
S
S
WEATHER HEAD
3 #2, AL - 2" GRS
#2 SE CABLE
PANEL "R" 100A MCB240/120V, 1ɸ, 3W
100A KWH METER BASE
100A KWH METER BASE
#6 CU GND PER NEC
PROVIDE #2 TRI-PLEXOVERHEAD SERVICEDROP FROM UTILITY POLE±75'. SEE SHEET E601 FORDETAIL.
R
M M
R
2 3
4
5 6 7 8
9
TV
SM
SM
SM
LIVING ROOM
BEDROOM
KITCHEN
BEDROOM
SM
SM SM
SM
I
E
PANEL "R" PANEL "R"
E ECU-D5,17.5 MCA,240V, 1Ø
CU-D6,17.5 MCA,208V, 1Ø
30A-3F, FU@30A, 3R 30A-3F, FU@30A, 3R
KWH METER
I
I
I
MECH
E
I
I
SM
SM
SM
SM
SMSM
SM
SM
SM SMSM
SM
4
4
R-1
R-12
R-3
100A KWH METER 100A KWH METER
R-6
R-8
R-2
KITCHEN HOOD,120V, 1Ø
R-8 SM
SM
SM
R-3
SM
SM R-5
SM
SMR-5
KITCHEN
ISM SM
SM
R-22 R-22
5
6
6
5
SM
4
4
TV
SM
SM R-1 SM
LIVING ROOM
R-4
R-2
R-4
SM
SMSM
SM
SM
SMSM
KK
2 2
GAS RANGE,120V, 1Ø
REFRIGERATOR,120V, 1Ø
MECH
R-6
KITCHEN HOOD,120V, 1Ø
GAS RANGE,120V, 1Ø
REFRIGERATOR,120V, 1Ø
R-12
I
66 6 6
E1011
TI
CATV
EXISTINGTELEPHONEINTERFACE BOX
EXISTING CABLETELEVISIONINTERFACE BOX
R R
RR
K
SIB
SATELLITEINTERFACE BOX
SIB
SATELLITEINTERFACE BOX
SM
SM
SM
SM
SM
SM
SMSM SM SM
SM SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
2 3
4
5 6 7 8
9R-13EF-1,
120V, 1Ø
R-7
R-9
R-11
R-13 EF-1,120V, 1Ø
R-7
R-9
R-10 R-10
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
R-11
I
I I
I
SM SM SM
SM SM
SMSM SM
SM
SM SMSMSM
SM SMSM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SMSM SM SM
SM
SMSM SM
SM
SM SM
33
4
4
4
4 I
4
4
4
4
7
I
7
SM SM
WASHER,120V, Ø
WASHER,120V, Ø
SM SM
SM SM
SM SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
II
BEDROOM BEDROOM BEDROOM BEDROOM
BEDROOMBEDROOM
BATH BATH
1 PROVIDE CIRCUITING, DEVICES AND APPURTENANCES AT ALLLOCATIONS. PROVIDE LUMINAIRES INDICATED. CONNECT TOCIRCUITRY INDICATED.
ROUTE ALL HOMERUNS TO PANEL "R" THROUGH WIREWAY IN KITCHENAT CEILING TO MAXIMUM EXTENT POSSIBLE.
CONNECT EXHAUST FAN EF-1 AS INDICATED IN SAME LOCATION ANDCONNECT TO NEW BRANCH CIRCUIT.
CONNECT DETECTORS FOR TANDOM OPERATION. COORDINATE EXACTREQUIREMENTS IN FIELD.
PROVIDE OUTLET JACK. ROUTE CABLE BACK TO UTILITY NETWORKINTERFACE DEVICE.
ROUTE CIRCUITRY TO FLOOR ABOVE. CIRCUITRY SHALL BECONCEALED TO THE MAXIMUM EXTENT POSSIBLE.
ROUTE CIRCUITRY TO FLOOR BELOW. CIRCUITRY SHALL BECONCEALED TO THE MAXIMUM EXTENT POSSIBLE.
2
3
4
5
6
7
E E
I IAHU-D5,120V, 1Ø AHU-D6,
120V, 1Ø
SM
SM
SMSM
E
SM
SMI
WATERHEATER,120V, 1Ø
SM
SM
SM
SMSM
ESM
SM
SM
I
SM
SM
R-14
J
SM
J
SM
SM
R-15
SM
R-15
R-14
SM SM
WATERHEATER,120V, 1Ø
SM
SM
SM
SM
AINI
GRIVFOHTLAEWNOM
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PRO
FESS I ONA L ENG I NEER
1/2" = 1'-0"5'0'1'2'
1/4" = 1'-0"5' 10'0' 5'
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
GRAPHIC SCALES
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JAMES S. BEDOISLic. No. 032929
10.03.2014
13066
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Build
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#6
E101
12022-2
ELECTRICAL FIRST FLOORNEW WORK PLAN
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SCALE: 1/4" = 1'-0" BUILDING D4 ELECTRICAL NEW WORK PLAN - LEVEL 1
SCALE: 1/4" = 1'-0" BUILDING D4 ELECTRICAL NEW WORK PLAN - LEVEL 2
NO SCALEELECTRICAL POWER RISER - NEW WORK
NEW WORK NOTES THIS SHEET
SCALE: 1/2" = 1'-0" E1011 BUILDING D4 ENLARGED MECHANICAL ROOM PLAN
1 1
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C
PANELBOARD R SCHEDULESEE POWER RISER DIAGRAM FOR RATINGS
LOAD (AMPS) BKR CKT PHASE CKT BKR LOAD (AMPS)LOAD SERVED A B TRIP NO. A B NO. TRIP A B LOAD SERVED
TOTAL TOTALTOTAL CONNECTED AMPS A: 68.8 B: 51.4
LTG/REC 10.8 20/1P 1 2 20/1P 1.5 KITCHEN RECLTG/REC 6.2 20/1P 3 4 20/1P 1.5 KITCHEN RECLTG/REC/EF 4.3 20/1P 5 6 20/1P 8.0 REFRIGERATORLTG/REC 7.7 20/1P 7 8 20/1P 8.0 RANGE/RANGE HOODLTG/REC 6.2 20/1P 9 10 20/1P 8.5 WASHERLTG/REC 6.2 20/1P 11 12 20/1P 4.5 SMOKE DETECTORSBATHROOM 3.0 20/1P 13 14 20/1P 12.5 WH/AHULTG/REC 3.3 20/1P 15 16 20/1P SPARESPARE 20/1P 17 18 20/1P SPARESPARE 20/1P 19 20 20/1P SPARESPARE 20/1P 21 22 30/2P 14.0 CUSPARE 20/1P 23 14.0
24.3 23.4 44.5 28.0
NO SCALE
I K
1
2
SIB
2 2
1
1
2
1
TI
TI TVCATV
TV
CATV
SIB
12"
10"8"
SURFACE CIRCULAR FLUORESCENT - LENSED 12" ROUND CFL - LENSED
TELEPHONE COMPANY RISER DIAGRAM COX CABLE RISER DIAGRAM
SATELLITE INTERFACE BOX RISER DETAILSERVICE MAST DETAIL - SIDE ELEVATION
1. HOUSING - DIE-FORMED ALUMINUM WITH KEYHOLE SLOTS FOR DIRECTMOUNTING TO 4" OCTAGONAL OUTLET BOX.
2. FINISH - MULTI-STAGE PHOSPHATE BONDING TREATMENT FINISHED WITH BAKEDWHITE ENAMEL FINISH.
3. LENS - FORMED WHITE TRANSLUCENT OPAL ACRYLIC DIFFUSER.
4. LAMPS - MULTI-TUBE COMPACT FLUORESCENT WITH 4-PIN BASE. PROVIDE WITHWATTAGES AS INDICATED.
5. BALLAST - CLASS P, THERMALLY-PROTECTED, HIGH POWER FACTOR (≥ .95).PROGRAMMED RAPID START ELECTRONIC TYPE WITH ≤ 10% TOTAL HARMONICDISTORTION. SEE SPECIFICATION OR LIGHTING FIXTURE SCHEDULE FOR OTHERBALLAST OPTIONS AND SPECIFICS.
6. CERTIFICATION - UL LISTED AND LABELED.
LUMINAIRE REQUIREMENTS
DETAIL BASED ON COOPER, "CIRCLINE DECROTIVE" SERIES DETAIL BASED ON COOPER, "RDS" SERIES
1. HOUSING SHALL BE FULLY GASKETED AROUND LENS AND BETWEENLUMINAIRE AND CEILING WITH DOUBLE BAKED NEOPRENE GASKETS. PROVIDEINTERNAL GREEN GROUNDING SCREW.
2. BALLAST SHALL BE ENCASED AND POTTED ELECTROMAGNETIC WITH A HIGHPOWER FACTOR (≥ 0.90) AND DESIGNED FOR LOW TEMPERATURE STARTING.
3. MOUNT BACK PLATE TO CEILING WITH 4-1/4"� SCREWS OR ANCHORS.
4. UL LISTED FOR WET LOCATIONS.
5. PROVIDE WITH INTEGRAL PHOTOCELL.
LUMINAIRE REQUIREMENTS
SURFACE CEILING1
LAMP # LAMP TYPE INPUT WATTS VOLTS MOUNTINGTYPE
120V22W T9 19 SURFACE CEILING / WALL 5'-6" AFF1
LAMP # LAMP TYPE INPUT WATTS VOLTS MOUNTINGTYPE
120V22W T9 19
1-3/8"
GRADE12" AFG
18" AFG
3/4" SCH 80 PVCCONDUIT SLEEVE ATTURN-UP
SEAL WATERTIGHT
TELECOM N.I.D. TYPICALFOR EACH RESIDENCE
1-CAT 5 TELEPHONERJ11
INDOOR JACK
TELEPHONECOMPANYPEDESTAL
24GA, 2PR, PE89OUTSIDE PLANT CABLE
LOCATE N.I.D. TO PROVIDE ACCESS TO CHASE WALL BETWEEN RESIDENCES. ROUTE CAT 6 CABLE TOJACK OUT BACK OF N.I.D. THROUGH CHASE WALL TO PHONE JACK SHOWN ON ENLARGED PLAN.
AT SECOND FLOOR UNIT LOCATE N.I.D. ADJACENT TO FIRST FLOOR N.I.D. BELOW. ROUTE CAT 6 CABLEUP THROUGH CHASE WALL TO ABOVE.
TWO GANG, SURFACE MOUNTED DEVICE BOXAND BLANK PLATE 18" AFG. TERMINATE COAXCABLES WITH F TYPE CONNECTORS. PROVIDE12" OF SLACK CABLE AND COIL IN BOX.
4 CONDUCTOR RG6U COAXIAL CABLE- ROUTE THROUGH BRICK.
4-PORT RG6 GROUND BLOCK INSTALL 6"ABOVE FINISHED GRADE ON EXTERIOR OFRESIDENCE.
TERMINATE COAX CABLES WITHWATER TIGHT F-TYPE CONNECTORS.
NO SCALE NO SCALE
NO SCALE
OVERHEAD TRIPLEX SERVICE DROP CABLE.PROVIDE AMPACITY AS AT PRESENT.WEATHER HEAD. PROVIDE SIZE ASREQUIRED.SERVICE BRACKET
PIPE RISER MOUNTING BRACKETS (3) TYP.INSTALL WITH 3" FASTENERS
2" GALVANIZED RIGID STEEL CONDUIT
ANCHOR TO MASONRY
METERING EQUIPMENT TO REMAIN AS ATPRESENT
18" MIN. ROOFTO DRIP LOOP
GRADE12" AFG
18" AFG
3/4" SCH 80 PVCCONDUIT SLEEVE ATTURN-UP
SEAL WATERTIGHT
COX CABLE N.I.D. TYPICALFOR EACH RESIDENCE
1-CAT 5 TELEPHONE,1 RG-6 COAX
F-TYPE COAXRJ11
INDOOR JACK
COX CABLEPEDESTAL
RG11U COAXIAL CABLE -DIRECT BURIED 24" BFG MIN.
LOCATE N.I.D. ON EXTERIOR FACE OF RESIDENCE IN LINE WITH JACK IN RESIDENCE. ROUTE GF6U COAXAND CAT6 OUT OF BACK OF N.I.D. TO OUTLET BOX. CONCEAL CABLES TO MAXIMUM EXTENT POSSIBLE.
AT SECOND FLOOR UNIT LOCATE N.I.D. ADJACENT TO FIRST FLOOR N.I.D. BELOW. ROUTE CONDUCTORS ONFACE OF BUILDING WITHIN INSULATION TO BE INSTALLED. PROTECT CONDUCTORS FROM DAMAGE BYINSTALLING IN EMT CONDUIT.
5'-0"
AFG
AINI
GRIVFOHTLAEWNOM
MO
C
PRO
FESS I ONA L ENG I NEER
MECHANICAL ELECTRICAL ENGINEERS
VIRGINIA BEACH, VA - 757-499-7223
COLLABORATIVE
www.viadesignarchitects.com
150 RANDOLPH STREETNORFOLK, VIRGINIA 23510757.627.1489 FAX 627.1692
VIA design architects, pc
SHEET TITLE:
SHEET NUMBER:
PROJECT NUMBER:
DATE:
CHECKED BY:
SHEET STATUS:
KEY PLAN:
PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS
A
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
CONSULTANT:
BUILDING TYPE:
JAMES S. BEDOISLic. No. 032929
10.03.2014
13066
Mar
shal
l Cou
rts R
enov
atio
ns -
Build
ing
#6
E601
12022-2
ELECTRICAL DETAILS ANDSCHEDULE
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10.03.2014
D4
REVISIONS
NO. DATE DESCRIPTION
ATTACHMENT C