ATTACHMENT C Newport News Redevelopment and Housing ... NNRHA MC.pdf · d4-a501 building d4 - exterior details d4-a601 building d4 - stairs, casework, miscellanious details d4-a801

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



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

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Build

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#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

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

BUILDING TYPE:

Mar

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Build

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#6

T101

12022-2

Building D4 - Entry Details +Residential Signage

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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


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

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

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rts R

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Build

ing

#6

D101

12022-2

Building D4 - Demolition Plans -Building #6

New

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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


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.


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

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

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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:

Mar

shal

l Cou

rts R

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ns -

Build

ing

#6

D201

12022-2

Building D4 - DemolitionElevations - Building #6

New

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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


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.).


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

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MNO

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RG

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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


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

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ERAHC TI C T




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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


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


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.


2x10 blocking


Existing cinder block foundation

Existing cinder block

Existing brick



3" rigid insulation.

2" rigid insulation




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


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


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


8" x 8" .034 zinc coated,pre-finished, steel gutter



2x12 pressure-treatedwood beams. Seestructural for more details.

Roof insulation

Metal fascia wrap



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.


DONNA M. PHANEUF

No. 07150

O

WELA

HT

MNO

MCO

IF V

AINI

RG

ERAHC TI C T




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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


ATTACHMENT C

Existing cast-in-placeconcrete slab

Shim level asrequired.

2x10 blocking


Existing continuously castbeam and slab

Existing brick

0' - 2

"

slope

slope


.040 prefinished aluminumcoping. Match typical.

2x4 blocking,non continuous


Overlap membrane and heatweld to base flashing

2x top plate

EIFS - architect to select color frommanufacturer's full range


Aluminum counter flashing

2x2 blocking

2x6 double top plate

2x10 framing sistered to2x6 framing.

Continuous 2x6 framing



Vented soffit


2x6 sole plate

0' - 2"


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


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


8' - 0

3/4"

0' - 9

"

Roof insulation



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.


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


1 1/2" rigid insulation between 2x4wood studs @ 16" O.C. Mechanically

fasten insulation to existing brick


fasten insulation to existing cast inplace beam and parapet framing.


2x4 blocking

2x10 top plate

2x2 blocking

Sloped 2" blocking. Matchtypical slope



Continuous 2x4 framing. Notchwhere blocking is let in

Sealant


3" rigid insulation


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


Control joint at top of windows.Install backer rod and sealant to

manufacturer's specifications

(2)2x4 blocking with 1/2" exteriorgrade plywood


Sealant


Wood blocking to provide slopeover step out

2x4 blocking





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"


Sawcut EIFS to existing masonry for 2x6blocking + 1/2" exterior grade plywood

Brick base






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



2x6 knee wall

2x6 blocking

2x10 blocking

1' - 2

1/4"

7' - 8

"8'

- 10"



F2

F2



Existingconcrete slab

Existingconcrete slab

Existing cinderblock foundation

Refer to Structural

0' - 4 1/2"


1' - 8"




2x4 blocking



5/4 x 10 PVC trim

3 1/2" rigid insulation between (2)2x4 woodstuds + 1/2" ply @ 16" O.C. Mechanically


(2)2x6 blocking w/ 1/2" exteriorgrade plywood

Sealant

Wood blocking to provide slope over step out




2x4 blocking


3 1/2" rigid insulation between (2)2x4 woodstuds + 1/2" ply @ 16" O.C. Mechanically



Existing 2" rigid insulation to remain


Sawcut EIFS to existing masonry for 2x6blocking + 1/2" exterior grade plywood



Weep


Brick base

Concrete foundation expansion.Dowel into existing foundation.Reference structural drawings.



Matc

h Exis

ting D

epth

0' - 1

0"Va

ries

slope

0' - 2"2x8 framing sistered to2x4 framing.



.040 prefinished alum.snap lock coping

Vented soffit




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



2x6 knee wall

2x2 blocking

slope


F2

F2


DONNA M. PHANEUF

No. 07150

O

WELA

HT

MNO

MCO

IF V

AINI

RG

ERAHC TI C T




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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


ATTACHMENT C

PVC membrane roofing


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"


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


1/4"

Gap

EIFS

Existing brick

1 1/2" rigid insulation

2" rigid insulation asrequired by conditions

2x4 blocking

2x6 blocking


1' -

0" m

in

Fiber cement siding

0' -

1 1/

2"

Fiber cement siding


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


1/2" 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


0' - 6"

2x4 blocking, let-in


.040 prefinished aluminumcoping. Match typical slope

3/4" insulation board[EPS type I]

2x8 framing sisteredto 2x4 framing

Fiber cement siding


EIFS finish coat

Existing concrete beam

slope

slope

Sloped 2" blocking.Match typical slope

2x4 blocking

2x10 top plate

2x2 blocking


Existing brick

Furred wall with painted GWB finish.Refer to Partition Types for details.

Sealant

Vented soffit


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


Cont. weather barrier

1/2 exterior grade plywood


Drip edge

2x12 pressure-treated wood beamswith R38 insulation. See structural formore details.

Roof insulation



2x6 knee wall

2x10 blocking

2x6 blocking

1/2" GWB ceiling on 7/8" metalfurring. Finish as scheduled.

Min.

0' - 2

"

Ventilation space


3/4" insulation board [EPS type I]


Baker rod and sealant withweeps @ 2'-0" O.C.


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.



8" x 8" .034 zinc coatedsteel gutter



2x12 pressure-treated wood beamswith R38 insulation. See structuralfor more details.

Roof insulation

Metal fascia wrap



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

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

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Hou

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10.03.2014

New

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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


ATTACHMENT C


.040 prefinished aluminumcoping. Match typical slope


.040 prefinished aluminumsnap-lock coping

2x10 framing sistered to 2x6 framing

Adhered PVC membrane. Installper manufacturer's instructions.

Vented soffit

EIFS finish coat



EIFS finish coat

(3x)2x4 blocking


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


2x top plate

2x2 blocking


Existing brick

Furred wall with paintedGWB finish. Refer toPartition types for details.


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



Drip edge




2x2 blocking


Shim level as required.

2x12 pressure-treated wood beamswith R38 insulation. See structural formore details.

Roof insulation



2x6 knee wall

2x10 blocking

2x6 blocking

slope

Min.

0' - 2

"Ventilation space

3" rigid insulation


Brick base

Concrete foundation expansion.Dowel into existing foundation.Reference structural drawings.







Sawcut exterior wall toexisting brick for 2x6blocking + 1/2" exteriorgrade plywood

2" rigid insulation

Weep

Existing cinder blockfoundation

Refer to Structural


1' - 8"M

atch

Exi

stin

g D

epth

0' -

10"

Ver

ify D

epth

of F

ound

atio

n

Var

ies


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



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

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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


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"


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


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


Weather barrier

2x10 wood stud infill framing

Fiber cement siding


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

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

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elop

men

t and

Hou

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Aut

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10.03.2014

New

port

New

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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


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"


1/2" drawer sides and back

3/4" drawer front

1/4" drawer bottom

3/4" face frame

Drawer web frame with roller guides


3/4" adjustable shelf

3/4" sides and door

1/4" back

3/4" bottom



4"3'

- 0"

2' - 0"


1/2" drawer sides and back

3/4" drawer front

1/4" drawer bottom

3/4" face frame

Drawer web frame with roller guides


3/4" sides and door

1/4" back

3/4" bottom



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


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



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


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



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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ERAHC TI C T




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

port

New

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Hou

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10.03.2014

New

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New

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ia

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


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


2x6 treated lumber


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


Hollow metal door frame withfactory punched and dimpledlocations for installation intotreated wood framing as shown

1x2 PVC trim


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.


PVC jamb beyond

Continuous Sealant

shim to level as required

Continuous sealant

2x blocking


Peel and stick flashing

Continuous sealantand backer rod

1" PVC trim

1 x 4 PVC trim

Continuous sealant


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


Existing concrete threshold

1 x 2 PVC trim


Existing brick


Continuous sealantand backer rodPeel and stick flashing


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

WELA

HT

MNO

MCO

IF V

AINI

RG

ERAHC TI C T




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

port

New

s R

edev

elop

men

t and

Hou

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Aut

horit

y

10.03.2014

New

port

New

s, V

irgin

ia

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


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 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


2x4 blocking


Sill pan flashingbeyond

Window trim beyond

2x blocking


Weather barrier

Existing cinderblock

Existing brick

1x4 PVC trim


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.


EIFS

Window sill.Trim width as required fornew window installation


Weather barrier. Lap overEIFS weather barrier below

Existing sill block


Furred wall with paintedGWB finish. See PartitionTypes for details. Finishas scheduled.

Existing brick

Sealant

Window trim

Drip edge


Painted wood jambbeyond.

Sealant

EIFS finish coat

Shim as required

2x4 blocking



PVC jamb beyond

Backer rod and sealant withweeps @ 24" O.C.

2x4 blocking,non continuous




EIFS soffit


1x PVC trim

5/4x4 rabbeted PVC trim

Sealant



3/4" PVC trim

Furred wall with paintedGWB finish. See PartitionTypes for details. Finish asscheduled.

Shims

2x8 buck frame


2x4 blocking


Sill pan flashingbeyond

Window trim

Weather barrier

2x blocking

Fiber cement siding1/2" exterior grade

plywoodExisting brick


5/4 x 4 rabbeted PVC trim

1/2" ply

12" peel and stick flashing cont.around rough opening

Sealant

Shim as required


2x4 blocking



Window sill. Trim width asrequired for new windowinstallation

Single hung vinyl windowanchored through jamb

Hardie lap siding

Sealant

Existing sill 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


Sealant

EIFS finish coat

Shims


2x4 cont. sill plate



1/2" exterior gradeplywood

Backer rod and sealant withweeps @ 2'-0" O.C.



Painted wood jambbeyond

HSS, refer to structural

EIFS soffit

Sealant

1x PVC trim

1x4 PVC trim

Sealant



3/4" PVC trim

Furred wall with paintedGWB finish. See PartitionTypes for details. Finish asscheduled.

EIFS

Shims

2x8 buck frame


(x3)2x4 blocking


Sill pan flashing beyond

Window trim

2x blocking

Weather barrier

Existing brick


1x4 PVC trim

2x4 blocking

12" peel and stick flashingcont. around rough opening

Sealant

Shim as required

PVC jambtrim beyond

2x6 blocking


Window sill. Trim width asrequired for new windowinstallation


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




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

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"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




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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, 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


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




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

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D

E

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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:


S101

12022-2

Building D4 - New Work Plans -Building #6



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


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.




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


S102

12022-2

Building D4 - New Work RoofFraming Plans - Building #6



10.03.2014

1/4" = 1'-0"

BUILDING D4 NEW WORK ROOF PLAN

ROOF FRAMING NOTES KEYED NEW WORK NOTES - ROOF FRAMING

D4

REVISIONS


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"



(2)-#5 CONT.(TYP)


FOR POST, REFER TOPLAN, SHEET S101

FOR BEAM, REFER TOPLAN, SHEET S101



SIMPSONSTRONGTIE A34FRAMINGANGLE, GALV.(TYP)



FOR JOISTS,REFER PLAN



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 POST, REFERTO SHEET S101


FORREINFORCINGREFER TO 1/S301

FOR SLAB ANDREINFORCING,REFER TO SHEETS101



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


MIN

1' - 0"

1' - 4"

FOR DETAILS NOT CALLEDOUT IN SECTION 4S301,REFER TO SECTION 2S301FOR REQUIREMENTS






FOR JOIST, REFERTO PLAN SHEET S101



FOR POST, REFER TOPLAN, SHEET S101










FOR JOISTS,REFER PLANSHEET S101


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.


CONTRACTOR VERIFY

#5 CONTINOUSBAR (TYP)

FORREINFORCINGREFER TO 1/S301

FOR SLAB ANDREINFORCING,REFER TO SHEETS101



1' - 4"

8" MIN


1' - 0" MIN




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


S301

12022-2

FOUNDATION AND PORCHFRAMING SECTIONS



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


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 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




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


SIMPSON STRONG TIE HGAM10ANCHOR @ EACH VERTICAL(TYP), GALV.

OVERLAP BEAMS A MINIMUM OF 3'-0" (TYP)

CONTINUOUS 2x10 BLOCKINGBETWEEN ENDS OF ROOFBEAMS (TYP)


FOR GUTTER, REFER TOARCH. DWGS. (TYP)


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 DETAILS NOT CALLED OUTON THIS END, REFER TO SECTION1/S302.



SIMPSON STRONGTIE, H3HURRICANE CLIP @ EACH 2x12BEAM (TYP), GALV.

1/2"x6" EXP. ANCHORS@ 24" O.C., GALV. (TYP)


A34 FRAMINGANGLE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

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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:


S302

12022-2

ROOF FRAMING SECTIONS



10.03.2014

SECTION 3/4" = 1'-0"S102 S302

1

SECTION 3/4" = 1'-0"S102 S302

2

D4

REVISIONS


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




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

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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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Build

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#6

P100

12022-2

PLUMBING LEGEND, NOTESAND ABBREVIATIONS

New

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D4

GENERAL NOTES LEGENDS & ABBREVIATIONS

REVISIONS


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


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


EER

1/4" = 1'-0"5' 10'0' 5'



COLLABORATIVE

GRAPHIC SCALES




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

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Build

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#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


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


AINI

GRIVFOHTLAEWNOM

MO

C


EER

1/4" = 1'-0"5' 10'0' 5'



COLLABORATIVE

GRAPHIC SCALES




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

Mar

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Build

ing

#6

P101

12022-2

PLUMBING FIRST FLOOR NEWWORK PLAN

New

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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


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

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COLLABORATIVE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

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#6

P501

12022-2

PLUMBING FIXTURE PLATES

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REVISIONS


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.

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COLLABORATIVE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

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Build

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#6

M100

12022-2

MECHANICAL LEGEND, NOTESAND ABBREVIATIONS

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LEGENDS & ABBREVIATIONSGENERAL NOTES

REVISIONS


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.

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1/4" = 1'-0"5' 10'0' 5'



COLLABORATIVE

GRAPHIC SCALES




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

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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


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

2

3

4

5

6

7

8

9

10

11

12

13

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1/4" = 1'-0"5' 10'0' 5'



COLLABORATIVE

GRAPHIC SCALES




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

Mar

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Build

ing

#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


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

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COLLABORATIVE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

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#6

M501

12022-2

MECHANICAL DETAILS

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D4NO SCALECONDENSING UNIT PROTECTIVE CAGE TYPICAL DETAIL

REVISIONS


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)

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EER



COLLABORATIVE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

Mar

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Build

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#6

M502

12022-2

MECHANICAL DETAILS ANDSCHEDULES

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D4

REVISIONS


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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FESS I ONA L ENG I NEER



COLLABORATIVE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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

E100

12022-2

ELECTRICAL LEGEND, NOTESAND ABBREVIATIONS

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D4

REVISIONS


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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1/4" = 1'-0"5' 10'0' 5'



COLLABORATIVE

GRAPHIC SCALES




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

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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:


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13066

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#6

ED101

12022-2

ELECTRICAL FIRST FLOORDEMOLITION PLAN

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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


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

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1/2" = 1'-0"5'0'1'2'

1/4" = 1'-0"5' 10'0' 5'



COLLABORATIVE

GRAPHIC SCALES




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


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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D4

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


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

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COLLABORATIVE




SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


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:


10.03.2014

13066

Mar

shal

l Cou

rts R

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atio

ns -

Build

ing

#6

E601

12022-2

ELECTRICAL DETAILS ANDSCHEDULE

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D4

REVISIONS


ATTACHMENT C

Documents

ATTACHMENT C Newport News Redevelopment and Housing ... NNRHA MC.pdf · d4-a501 building d4 - exterior details d4-a601 building d4 - stairs, casework, miscellanious details d4-a801