PERMANENT STABILIZATION/VEGETATIVE MEASURES

0000

Cover Sheet

SHEET INDEX

A001 Demolition Plans

A005 Sections and Elevations

A007 Details

M001 Mechanical Diagram and HVAC Load Calculations

P001 Plumbing Diagrams

DCRA ZONING

0000 Cover Sheet

MARK SIZE

A 36 x 80

B 30 x 80

C 30 x 80

D 30 x 80

E001 Electrical Panel Schedule and Riser Diagram

CODE DATA

2012 ICC International Plumbing Code

DCMR Title 11, Zoning Regulations

Applicable Codes and Regulations:

DCMR Title 12b, DC Construction Codes (2013)

2012 ICC Fuel Gas Code

2012 ICC International Residential Code

2011 National Electrical Code (NFPA)

2012 ICC International Building Code

2012 ICC International Mechanical Code

2012 ICC Existing Building Code

OwnerLee Wells and Malcolm Haith(502) 558-4042(336) [email protected]@gmail.com

Architect of RecordSteve FotiuLicense Number: ARC102277(301) [email protected]

Year Built: Estimated 1909

IBC Use Group: Residential R-3

IBC Construction Type: V - Non-Resistivewith 2-Hour Walls at Property Lines

Building Sprinklered: Yes

Scope of Work Summary: Interior alterations to

basement to create separate unit, change from

One-Family to Two-Family property with a certificate of

occupancy for the basement, renovation of 3 upper

floors, 2-story addition, and roof deck over 2nd floor.

NOTE

Left-hand outswing door, louvered

Right-hand outswing door

Left-hand inswing door

Right-hand inswing door

M002 Mechanical Plans

BUILDING INFORMATION

Renovation and Addition:

1834 Ontario Place NWWashington, DC 20009

Square 2583, Lot 0351

PROJECT

TITLE

SCALE

10/01/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

Revisions 7/10/172

Revisions 10/01/173

A002 Demolition Plans

A003 Floor Plans

A004 Floor Plans

M003 Mechanical Plans

E002 Electrical Plans

E003 Electrical Plans

P002 Plumbing Plans

P003 Plumbing Plans

A006 Elevations

A000 Erosion and Sediment Control Plan

SITE PLAN01SCALE: 1" = 100'

1834 Ontario Place NW

GENERAL NOTES:

1. PROVIDE GUARDRAIL AT EXTERIOR ENTRIES TO CELLARLEVEL UNIT FOR STAIRS ABOVE 30", AT MAX 42" ABOVENOSING.

2. ALL STAIRS AND GUARDRAILS PROVIDED PER IRC R311.7.

3. PER DCMR 12, PROVIDE MIN. 3" HIGH STREET NUMBER ATEXTERIOR OF CELLAR LEVEL UNIT, USING ARABIC NUMERALSON CONTRASTING BACKGROUND. SHALL BE POSTED OVERTHE MAIN ENTRANCE AND VISIBLE FROM THE PUBLICRIGHT-OF-WAY.

4. DOWNLIGHTS IN CEILING OF CELLAR LEVEL UNIT TO BEFIRE-RATED, OR BOXED WITH (2) LAYERS OF 5/8" TYPE XGYP. BOARD.

5. EGRESS WINDOWS PROVIDED PER IRC R310.

6. PROVIDE ADDITIONAL BLOCKING AT TOWEL ROD AND TOILETPAPER HOLDERS.

7. WHERE EXISTING MASONRY PARTY WALLS TO BE LEFTEXPOSED, USE MATTE SEALER ON BRICK SURFACE.

8. PER 2012 IECC SECTION 402.4.2, NEW WOOD BURNING

FIREPLACES TO HAVE TIGHT FITTING FLUE DAMPERS ANDOUTDOOR AIR FOR COMBUSTION. S001 Structural Notes

MARK SIZE GLAZING AREA

B1 -- --

B2 --

B3 36 x 80

B4 72 x 80

MARK SIZE

Exterior Windows:

A1 36 x 88 15.6 SF

A2 72 x 88 35.6 SF

MANUFACTURER / MODEL

Andersen 100 Series

Andersen A-Series

--

13.2 SF

26.4 SF

NOTE

Removed

Removed

Right-hand inswing door, gull glass

Sliding patio door, full glass

Fixed, picture window

Fixed, picture window

NOTEGLAZING AREA MANUFACTURER / MODEL

OPERABLE AREA

--

N/A

N/A

--

20 SF

20 SF

OPERABLE AREA

E

F

G

H

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

DD

30 x 80

30 x 80

28 x 80

30 x 80





48 x 80

48 x 80

18 x 96

28 x 96

Double closet outswing door, lock

Double closet outswing door

Left-hand outswing door

Pocket door

36 x 96

--

--

28 x 96

Right-hand outswing door, flat panel, angled top

Removed

Removed


30 x 80

48 x 80

24 x 80

28 x 80


Double pocket door

Pocket door

Pocket door

18 x 80

30 x 80

30 x 80

30 x 80





72 x 80

30 x 80

48 x 80

30 x 80

Double closet bi-fold door, louvered


Double closet outswing door


30 x 80

30 x 80



EE 72 x 80 Double closet outswing door

B5 31 x 80 11.8 SF Left-hand inswing door, cellar floor bedroom egress, full glass17.2 SF

B6 39 x 80 Eto Doors10.3 SF First floor entry, right-hand inswing door, transom21.7 SF

B7 31 x 80 Andersen 100 Series8.0 SF Cellar floor entry, right-hand inswing door, half glass17.2 SF

A3 -- -- Removed--

A4 18 x 36 3.1 SF Fixed, transomN/A

A5 30 x 64 10.5 SF Double-hung, 2nd floor bedroom egress, tempered6.5 SF

A6 30 x 64 10.5 SF Double-hung6.5 SF

A7 31 x 66 11.2 SF Replace original, double-hung, tempered6.9 SF

A8 18 x 30 3.1 SF Casement, obscure finish glass, tempered4.5 SF

A9 30 x 80 13.0 SF Double-hung


A11 36 x 60 12.0 SF Double-hung, provide interior lock, cellar floor bedroom egress7.3 SF

A12 36 x 72 Double-hung8.8 SF

A13 34 x 72 13.8 SF Replace original, double-hung8.3 SF


A15 34 x 66 12.5 SF Replace original, double-hung, 2nd floor bedroom egress7.6 SF

A16 34 x 66 Double-hung




A20


A22 34 x 74 14.2 SF " Replace original, double-hung8.5 SF

39 x 56 12.1 SF Replace original, double-hung7.3 SF

"

"

"

"

"

"

"

"

"

"

"

"

"

"

"

"

Andersen 100 Series

"

"

"

"

"

"

"

A23 28 x 74 11.3 SF Replace original, double-hung7.0 SF "



A26 34 x 70 13.3 SF Replace original, double-hung, 2nd floor bedroom egress8.0 SF "

A27 30 x 30 4.7 SF Casement5.7 SF "

A28 30 x 30 4.7 SF Casement, 3rd floor bedroom egress5.7 SF "

B8 36 x 80 Andersen 100 Series0 SF 3rd floor utility room, right-hand outswing door20 SF

INTERIOR DOOR SCHEDULEEXTERIOR DOOR SCHEDULE

WINDOW SCHEDULE

S002 Structural Floor Plans

S003 Structural Floor Plans

Zone: RF-1

Lot Area: 2,484.4 SF

Lot Occupancy

Allowed: 60% Max. (1,490.6 SF)

Provided: 50.6% (1,257 SF)

Pervious Area

Required: 20% Min. (496.88 SF)

Provided: 20.2% (501.4 SF, See A000 for calculation)

Lot Occupancy CalculationExisting Footprint:Covered Porch:Proposed Addition:-------------------------------------------

GROSS FLOOR AREA

Existing Addition Total

1,065 SF45 SF

147 SF

Total 1,257 SF

1,257 / 2,484 = 50.6%

Cellar Floor 1,057 SF 0 SF 1,057 SF

1st Floor 1,057 SF 156 SF 1,213 SF

2nd Floor 1,013 SF 147 SF 1,160 SF

3rd Floor 519 SF 307 SF 826 SF

Total 3,646 SF 610 SF 4,256 SF

14.7 SF

8.0 SF

FF 24 x 66 Right-hand outswing door

SPECIFICATIONS

1. PER 2013 DC ENERGY CODE, ALL EXTERIOR WINDOWS AND DOORS MUST MEET OR EXCEED THE FOLLOWING PRESCRIBED VALUES, AS DETERMINED IN ACCORDANCE WITH NFRC: U-FACTOR = U-0.35 AND SHGC = 0.4

2. PER 2013 DC ENERGY CODE, FENESTRATION MUST MEET PERFORMANCE SPECIFICATIONS OF AAMA / WDMA 101/I.S.2/A440, OR MUST NOT EXCEED CODE LIMITS PER NFRC 400 .

S004 Structural Details

2012 IECC TABLE R402.4.1.1. AIR BARRIER AND INSULATION INSTALLATION

AIR BARRIER AND THERMALBARRIER

COMPONENT

A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDINGENVELOPE.

EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER.BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL.

CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH

THE INSULATION AND ANY GAPS IN THE AIR BARRIER SEALED.ACCESS OPENINGS. DROP DOWN STAIR OR KNEE WALL DOORS TOUNCONDITIONED ATTIC SPACES SHALL BE SEALED.

3" RIGID INSULATION (@ R-3 PER INCH = R-15), PLUS ADDITIONAL R-34 OF

EITHER BLOWN OR 7" OF RIGID INSULATION IN FRAMING CAVITY, FOR TOTALOF AT LEAST R-49. SEE 01, 03, 04, 05 & 06 ON A007.

WALLS CORNER AND HEADERS SHALL BE INSULATED AND THE JUNCTION OF THEFOUNDATION AND SILL PLATE SHALL BE SEALED.EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BEINSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITHTHE AIR BARRIER.KNEE WALLS SHALL BE SEALED.

WINDOWS, SKYLIGHTS AND

DOORS

THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING AND SKYLIGHTS

AND FRAMING SHALL BE SEALED.

R-20 BLOWN INSULATION

RIM JOISTS RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER. R-20 BLOWN INSULATION, SEE 01, 03 & 04 ON A007. CONTINUOUS AIR BARRIERON OUTSIDE.

FLOORS (INCLUDINGABOVE-GARAGE AND

CANTILEVERED FLOORS)

INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITHUNDERSIDE OF SUBFLOOR DECKING.

THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OFINSULATION.

R-20 BLOWN INSULATION, SEE 01, 03 & 04 ON A007. CONTINUOUS AIR BARRIERON OUTSIDE.

R-20 BLOWN INSULATION IN WALL CAVITY, AND CONTINUOUS AIR BARRIER ONOUTSIDE OF SHEATING. JOINTS TAPED WITH AIR BARRIER MANUFACTURER'S

RECOMMENDED TAPE. SEE 01, 03, 04, 05 & 06 ON A007.

CRITERIA PROPOSED DESIGN

R-20 BLOWN INSULATION IN WALL CAVITY, AND CONTINUOUS AIR BARRIER ONOUTSIDE OF SHEATING. JOINTS TAPED WITH AIR BARRIER MANUFACTURER'SRECOMMENDED TAPE. SEE 01, 03, 04, 05 & 06 ON A007.

RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPESHALL BE AIR TIGHT, IC RATED, AND SEALED TO THE DRYWALL.

PROVIDE IC-RATED FIXTURES, ASTM E283-RATED TO LIMIT AIR LEAKAGE.

ADDITIONAL 2012 IECC ENERGY CODE REQUIREMENTS

IECC 403.2.1

CODE SECTION

SUPPLY DUCTS IN THE ATTIC ARE INSULATED TO = R8. ALL OTHER DUCTS IN

UNCONDITIONED SPACES OR OUTSIDE THE BUILDING ENVELOPE ARE = R6.R-8 INSULATION WRAP TO BE PROVIDED AROUND DUCTS IN BULKHEADSBELOW ATTIC.

CRITERIA PROPOSED DESIGN

IECC 402.4.1.2 PROJECT IS REQUIRED TO SUBMIT AT FINAL INSPECTIONA WHOLE BUILDING

BLOWER DOOR TEST SHOWING A PASSING RATE OF �5 AIR CHANGES PER

HOUR AT A PRESSURE OF THE 50 PASCAL. WRITTEN TEST REPORT SHALL BE

SIGNED BY THE PARTY CONDUCTING THE TEST.

A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PROVIDED TOTHE CODE OFFICIAL UPON REQUEST.

IECC 402.3.2.2 PER IECC 402.3.2.2, PROJECT IS REQUIRED TO SUBMIT AT FINAL INSPECTION A

DUCT LEAKAGE TEST SHOWING A PASSING RATE OF �8 CFM PER 100 SF

CONDITIONED FLOOR AREA AT A PRESSURE OF THE 25 PASCAL. WRITTEN

TEST REPORT SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST. AWRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PROVIDED TO THECODE OFFICIAL UPON REQUEST.

A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PROVIDED TOTHE CODE OFFICIAL UPON REQUEST.

A29 12 x 30 1.4 SF Fixed clerestoryN/A "

A30 12 x 30 1.4 SF Fixed clerestoryN/A "

A31 24 x 64 8.3 SF Double-hung5.3 SF "

GG 24 x 66 Left-hand outswing door

HH 36 x 80 Double closet outswing door, louvered

30 x 80 Right-hand outswing door

3

3

3

3



12.5 SF 7.6 SF

3

3

3

B1705868

Mechanical Review - Wayne Ferguson - 10-20-2017 Plumbing Review - Wayne Ferguson - 10-20-2017 Electrical Review - Alina Mahmood - 10-20-2017 DOEE SE-SW Review - Charles Edwards - 10-20-2017 DC Water Review - Vahid Bilvardi - 10-20-2017 Structural Review - Wayne Ferguson - 10-20-2017 Energy Review - Robert Campbell - 10-20-2017

10/20/17

Board of Zoning AdjustmentDistrict of Columbia

Case No. 197718

Board of Zoning AdjustmentDistrict of ColumbiaCASE NO.19771EXHIBIT NO.8

Board of Zoning AdjustmentDistrict of Columbia

Case No. 197718

Board of Zoning AdjustmentDistrict of ColumbiaCASE NO.19771EXHIBIT NO.8

ALLE

Y

ON

TA

RIO

PL N

W

SCE

EXISTING 3-STORY PLUS

CELLAR

ROW DWELLING

#1834

EXISTING CONC.DRIVEWAY

PR

OP

ER

TY

LIN

E 1

8.7

5'

LIMITS OF DISTURBANCE = 930 SF

VOLUME OF CUT = 850 CU FT

VOLUME OF FILL = 400 CU FT

SF

LOD

2'

EXISTING CONC.

PARKING PAD

EXTENDED CONC.

PARKING PAD

17.33'

PROPERTY LINE 132.5'

REDUCED COVERED

WOOD PORCH

NEW PERMEABLEPAVER WALKWAY

(AREA = 52.0 SF)

PROPOSED TRELLIS

NEW OPEN

WOOD STEPS

10.0'

19.0' 4.5'20.5'

PROPOSED

2-STORY

ADDITION

61.17'

19.88'

40.26' 4'

14.7

5'

18.7

5'

EXISTING LANDSCAPED

GROUND COVER

(AREA = 136.4 SF)

EXISTING SUNKEN

CONC. PATIO

EXISTING WOOD

STEPS

EXISTING CONC.

STEPS

EXISTING CONC.

LANDING

EXISTING CONC.

WALKWAY BELOW

EXISTING CONC.

STEPS BELOW

NEW PLANTER

(AREA: 49.5 SF)

SF

RELOCATED

STORM DRAIN

EXISTING GRASS

(AREA: 263.5 SF)

SILT FENCESF

LOD

SCE

LIMITS OF DISTURBANCE

SILT FENCE

LIMITS OF DISTURBANCE

STABILIZED CONSTRUCTIONENTRANCE

SYMBOLS

PERVIOUS AREA CALCULATION:

REQUIRED:2,484.4 SF LOT AREA x 20% =496.88 SF MIN. PERVIOUS AREA

PROVIDED:136.4 SF + 263.5 SF + 52.0 SF + 49.5 SF =

501.4 SF TOTAL AREA

ALLE

Y

ON

TA

RIO

PL N

W

EXISTING 3-STORY PLUS

CELLAR

ROW DWELLING

#1834

PR

OP

ER

TY

LIN

E 1

8.7

5'

EXISTING CONC.

PARKING PAD

25.58'

PROPERTY LINE 132.5'

EXISTING COVERED

WOOD PORCH

EXISTING CONC.WALKWAY AND

STEPS

15.25' 4.5'13.5'

61.17'

19.88'

40.26' 4'

14.7

5'

18.7

5'

EXISTING LANDSCAPED

GROUND COVER

(AREA = 136.4 SF)

EXISTING WOOD

STEPS

EXISTING CONC.

STEPS

EXISTING CONC.

LANDING

EXISTING CONC.

WALKWAY BELOW

EXISTING CONC.

STEPS BELOW

EXISTING GRASS

(AREA: 332.7 SF)

EXISTING STORMDRAIN

EXISTING COVERED

WOOD PORCH

5.5'

5.5'

14.3

3'

18.7

5'

7.0'

7.0'

EXISTING PLANTER

(AREA: 30.7 SF)

A000

EROSION AND SEDIMENTCONTROL PLAN

1" = 10'




PROJECT

TITLE

SCALE

6/6/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION:THE PURPOSE OF THIS PROJECT IS TO EXTEND THE REAR OF THETHREE ABOVE-GRADE LEVELS OF THE EXISTING 3-STORY ROWDWELLING. ALSO, IN THE FRONT, THE EXISTING COVERED PORCHWILL BE REDUCED. THE DWELLING WILL CONTINUE TO BECONNECTED TO THE EXISTING WATER AND SANITARY SEWERSYSTEM. A TOTAL OF 650 SF WILL BE DISTURBED DURINGCONSTRUCTION.

EXISTING SITE CONDITIONS:THE EXISTING PARKING PAD IN THE REAR SLOPES DOWN FROMNORTH TO SOUTH WITH A VERY SLIGHT PERCENT SLOPE. RUNOFFFROM THIS PARKING PAD FLOWS TO THE ALLEY TO THE SOUTH. THEYARD BETWEEN THE PARKING PAD AND THE BUILDING SLOPES DOWNFROM SOUTH TO NORTH WITH A VERY SLIGHT PERCENT SLOPE.RUNOFF FROM THE YARD FLOWS TO A DRAIN IN THE NW CORNER OFTHE YARD. THE FRONT YARD SLOPES DOWN FROM SOUTH TO NORTHWITH A SLIGHT PERCENT SLOPE, AND A RETAINING WALL EXISTSWHERE THE YARD MEETS THE SIDEWALK.

NEW SITE CONDITIONS:THE EXISTING GRADE IN THE REAR YARD, BEYOND THE PROPOSEDADDITION, WILL BE ALTERED SLIGHTLY TO FLOW TO THE EXISTINGDRAIN. THE EXISTING GRADE OF THE FRONT YARD WILL REMAIN THESAME. THE REMAINING SITE WILL BE VEGETATED WITH GRASS OVERA MAJORITY OF THE REAR YARD AND LANDSCAPED GROUND COVERIN THE FRONT YARD, AND EXCEEDS THE MINIMUM 20% PERVIOUSAREA.

ADJACENT PROPERTIES:TO THE NORTH AND SOUTH ARE EXISTING 3-STORY ROW DWELLINGS.ACCESS TO THE REAR YARD OCCURS FROM THE ALLEY TO THE EAST.

OFFSITE AREAS:NO OFFSITE AREAS ARE TO BE DISTURBED WITH THIS PROJECT.

CRITICAL EROSION AREAS:MINIMAL LAND DISTURBANCE OR EARTHWORK OPERATIONS AREANTICIPATED WITH THIS RENOVATION/ADDITION PROJECT. NOCRITICAL EROSION AREA IDENTIFIED WITH THIS PROJECT. INSTALLEDSILT FENCE WILL BE ADEQUATE TO PREVENT SEDIMENT TO RUN TOTHE TWO NEIGHBORING ROW DWELLINGS.

SEDIMENT CONTROL PROGRAM:THE EROSION AND SEDIMENT CONTROL PROGRAM IS PROPOSED ASONE PHASE DUE TO THE MINIMAL LAND DISTURBANCE ANDEARTHWORK OPERATIONS REQUIRED FOR THIS PROJECT. ALLEROSION CONTROL MEASURES SHALL BE INSTALLED BEFORE OTHERCLEARING, GRADING AND CONSTRUCTION STARTS AND SHALLREMAIN IN PLACE AND IN PROPER FUNCTIONING ORDERTHROUGHOUT THE DURATION OF THE PROJECT. ADDITIONALCONTROLS SHALL BE PROVIDED AS NEEDED OR AS REQUESTED BYTHE SITE INSPECTOR.

MAINTENANCE PROGRAM:1. ALL MEASURES ARE TO BE INSPECTED DAILY BY THE SITE

SUPERINTENDENT. ANY DAMAGED STRUCTURAL MEASURES ARETO BE REPAIRED BY THE END OF THE DAY.

2. INSPECTIONS SHALL BE PERFORMED WITHIN 48 HOURS OF THEEND OF A STORM EVENT THAT IS 0.5 INCHES OR GREATER.

3. WHERE AREAS HAVE BEEN TEMPORARILY STABILIZED ORRUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, SUCHINSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE A MONTH.

4. TRAPPED SEDIMENT IS TO BE REMOVED WHEN CAPACITY HASBEEN DECREASED BY A MAXIMUM OF 50% TO MAINTAINEFFICIENCY AND TO BE DISPOSED OF BY SPREADING ON-SITE.

5. CONTROLS MAY BE REMOVED AFTER AREAS ABOVE THEM HAVEBEEN STABILIZED AND WITH APPROVAL OF THE SITE INSPECTOR,AND MUST BE REMOVED WITHIN 30 DAYS OF SAID STABILIZATIONAND APPROVAL.

EROSION CONTROL REMOVAL:ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESSHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITESTABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NOLONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCALPROGRAM AUTHORITY, TRAPPED SEDIMENT AND THE DISTURBEDSOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARYMEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENTFURTHER EROSION AND SEDIMENTATION.

SOIL STOCK PILES AND BORROW AREAS:DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES ANDBORROW AREAS SHALL BE STABILIZED OR PROTECTED WITHSEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLEFOR THESE MEASURES, AS WELL AS SOIL INTENTIONALLYTRANSPORTED FROM THE PROJECT SITE. TOPSOIL THAT HAS BEENSTOCKPILED IS TO BE SURROUNDED BY SILT FENCE AND SHALL BEPROTECTED BY MULCH AND/OR TEMPORARY VEGETATIONIMMEDIATELY AFTER GRADING.

PERMANENT STABILIZATION/VEGETATIVE MEASURES:ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZEDWITH SOD IMMEDIATELY FOLLOWING FINAL GRADING. THE PLANTINGSOIL MUST HAVE ENOUGH FINE GRADED SOIL, FAVORABLE PH,SUFFICIENT PORE SPACE, SUFFICIENT DEPTH AND FREE FROM TOXICAMOUNTS OF HARMFUL MATERIALS OR EXCESSIVE QUANTITIES OFROOTS/STONES.

DUST CONTROL:THE CONTRACTOR SHALL UTILIZE DUST CONTROL MEASURES TOPREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSEDSOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNESUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFICSAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.

ANTICIPATED PHASING:1. FLAG LIMITS OF CONSTRUCTION ACTIVITIES2. INSTALL SAFETY FENCING AROUND STAGING AREA3. INSTALL TREE PROTECTION FENCING4. INSTALL CONSTRUCTION ENTRANCE5. INSTALL PERIMETER CONTROLS6. PERFORM EARTHWORK, FILLING AND ROUGH GRADING7. BEGIN BUILDING FOUNDATION CONSTRUCTION8. COMPLETE CONSTRUCTION OF ADDITION9. FINAL GRADING AND PAVING10. RESTORE AND STABILIZE DISTURBED AREAS11. REMOVE ALL DEBRIS AND WASTE WITHIN LIMITS OF SITE12. REMOVE EROSION CONTROL MEASURES

EROSION AND SEDIMENT CONTROL MEASURES:1. TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK TO

MINIMIZE SEDIMENT/MUD CARRIED FORM SITE ONTO PUBLICROADS.

2. SILT FENCE TO FILTER RUNOFF FROM DISTURBED AREASBEFORE IT LEAVES THE PROPERTY.

3. TREE PRESERVATION AND PROTECTION TO PROTECT TREEAREAS TO BE SAVED.

4. NO DISTURBED AREA SHALL BE LEFT DENUDED FOR MORE THAN7 DAYS. TEMPORARY SEEDING MAY BE USED.

EROSION AND SEDIMENT CONTROL PLAN01SCALE: 1"=10'

1

1

0 10'

1

NOTE:APPLICANT SHALL CONTACT THE DEPARTMENT OF ENERGY ANDENVIRONMENT AT 202-535-2977 TO SCHEDULE A PRECONSTRUCTIONMEETING BEFORE THE START OF ANY LAND-DISTURBING ACTIVITY.DCMR 21, SECTION 542.9.S

1

EXISTING SITE PLAN02SCALE: 1"=10'

0 10'

1

STABILIZED CONSTRUCTION ENTRANCE03SCALE: 1/2"=1'-0"

SILT FENCE05 SCALE: 3/4"=1'-0"

SEDIMENT TANK04SCALE: 3/4"=1'-0"

STRAW BALE DIKE06SCALE: 3/4"=1'-0"

STORM INLET PROTECTION07SCALE: NOT TO SCALE

CURB - DANDY CURB SACK, OR SIMILAR IN GROUND - DANDY SACK, EAGLE STORM NEST, OR SIMILAR

1

UNDERPINNING

LOD..DISTRUBANCE

=400SF

TOTAL DISTURBANCE = 1330 SF

B1705868


10/20/17

Owner-PC 06/29/17 21:32:44: UNDERPINNING LOD..DISTRUBANCE =400SF

Owner-PC 06/29/17 21:36:36: TOTAL DISTURBANCE

Owner-PC 06/29/17 21:37:17: = 1330 SF

A001

DEMOLITION PLANS

DEMOLITION CELLAR FLOOR PLAN01SCALE: 1/4" = 1'-0"

1/4" = 1'-0"




PROJECT

TITLE

SCALE

6/6/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

DEMOLITION FIRST FLOOR PLAN02SCALE: 1/4" = 1'-0"

DEMOLITION REAR YARD03SCALE: 1/4" = 1'-0"

GENERAL DEMOLITION NOTES:

1. DEMOLISH EXISTING PLUMBING THROUGHOUT, EXCEPT FOREXISTING SOIL STACK IN BASEMENT..

2. DEMOLISH ALL EXISTING PLASTER WALL FINISH AND LATH

BACKUP.

1

B1705868


10/20/17

A002

DEMOLITION PLANS

DEMOLITION SECOND FLOOR PLAN01SCALE: 1/4" = 1'-0"

1/4" = 1'-0"




PROJECT

TITLE

SCALE

6/6/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

DEMOLITION THIRD FLOOR PLAN02SCALE: 1/4" = 1'-0"

DEMOLITION ROOF FLOOR PLAN03SCALE: 1/4" = 1'-0"

1

1

B1705868


10/20/17

A003

FLOOR PLANS

PROPOSED CELLAR FLOOR PLAN01SCALE: 1/4" = 1'-0"

1/4" = 1'-0"




PROJECT

TITLE

SCALE

10/01/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

Revisions 7/10/172

Revisions 10/01/173

PROPOSED FIRST FLOOR PLAN02SCALE: 1/4" = 1'-0"

PROPOSED REAR YARD03SCALE: 1/4" = 1'-0"

3

3

3

B1705868


10/20/17

A004

FLOOR PLANS

PROPOSED SECOND FLOOR PLAN01SCALE: 1/4" = 1'-0"

1/4" = 1'-0"




PROJECT

TITLE

SCALE

10/01/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

Revisions 7/10/172

Revisions 10/01/173

PROPOSED THIRD FLOOR PLAN02SCALE: 1/4" = 1'-0"

PROPOSED ROOF FLOOR PLAN03SCALE: 1/4" = 1'-0"

3

3

3

3

3

B1705868


10/20/17

A005

SECTION AND ELEVATIONS

PROPOSED LONGITUDINAL SECTION01SCALE: 1/4" = 1'-0"

1/4" = 1'-0"




PROJECT

TITLE

SCALE

10/01/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

Revisions 7/10/172

Revisions 10/01/173

PROPOSED WEST ELEVATION03SCALE: 1/4" = 1'-0"

PROPOSED EAST ELEVATION04SCALE: 1/4" = 1'-0"

PROPOSED PARTIAL EAST ELEVATION05SCALE: 1/4" = 1'-0"

PROPOSED PARTIAL WEST ELEVATION02SCALE: 1/4" = 1'-0"

EXISTING PARTIAL WEST ELEVATION06SCALE: 1/4" = 1'-0"

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A006

ELEVATIONS

PROPOSED SOUTH ELEVATION01SCALE: 1/4" = 1'-0"

1/4" = 1'-0"




PROJECT

TITLE

SCALE

10/01/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

Revisions 7/10/172

Revisions 10/01/173

PROPOSED NORTH ELEVATION02SCALE: 1/4" = 1'-0"

EGRESS WINDOW SECTION03SCALE: 1/4" = 1'-0"

EGRESS WINDOW ELEVATION04SCALE: 1/4" = 1'-0"

PARTIAL SOUTH ELEVATION05SCALE: 1/4" = 1'-0"

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WALL SECTION - WALL TYPE WT2SCALE: 3/4" = 1'-0" 04




PROJECT

TITLE

SCALE

10/01/2017

DATE

FOR DCRA USE

1 Revisions 6/6/17

Revisions 7/10/172

Revisions 10/01/173

A007

DETAILS

3/4" = 1'-0"



PLAN DETAIL - WALL TYPE WT1SCALE: 3/4" = 1'-0"07

PLAN DETAIL - WALL TYPE WT2SCALE: 3/4" = 1'-0" 08

WALL SECTION @ ADDITION TRANSITIONSCALE: 3/4" = 1'-0"02

WALL SECTION - WALL TYPE WT1SCALE: 3/4" = 1'-0"05


GENERAL NOTES:

1. CONSTRUCTION AND INSTALLATION OF ALL AIR ANDTHERMAL BARRIER COMPONENTS TO COMPLY WITH 2012IECC TABLE 402.4.1.1.

2. AIR AND THERMAL BARRIERS INSTALLED PERMANUFACTURER SPECIFICATIONS AND INSTRUCTIONS.

3. ALL INSTALLED INSULATION TO DISPLAY R-VALUE, ORCONTRACTOR TO PROVIDE INSTALLED VALUES UPONINSPECTOR'S REQUEST.

4. CEILING INSULATION INSTALLED PER MANUFACTURERSPECIFICATIONS AND INSTRUCTIONS. BLOWN INSULATION

TO BE MARKED EVERY 300 SF.

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Documents

PERMANENT STABILIZATION/VEGETATIVE MEASURES