Hoffland Garage Rebuild - dcra.dc.gov

HofflandArchitects

issuedPermit 05.25.2017

1810 Kilbourne Place NWWashington, DC [email protected]

Garage Rebuild1758 Park Road NWWashington, DC 20010

COVER SHEET

Garage Rebuild1758 Park Road NW Washington DC 20010

0001 COVER SHEETA001 EXISTING CONDITION PHOTOSA100 PLANSA200 SITE SECTIONSA201 GARAGE ELEVATIONSS100 STRUCTURAL PLANS & DETAILS

DRAWING INDEX

ZONING RF-1SQUARE 2607LOT 0059LOT SIZE 2001 SFFOOTPRINT ALLOWED 1201 SF (60%) ROW DWELLINGEXISTING FOOTPRINT 1385 SF (1202 HOUSE+183 GARAGE)PROPOSED FOOTPRINT 1385 SF (NO CHANGE)HISTORIC DISTRICT MOUNT PLEASANT

ZONING DATA

CODE INTERNATIONAL RESIDENTIAL CODE 2012INTERNATIONAL EXISTING BUILDING CODE 2012INTERNATIONAL PLUMBING CODE 2012INTERNATIONAL MECHANICAL CODE 2012INTERNATIONAL FUEL GAS CODE 2012INTERNATIONAL FIRE CODE 2012INTERNATIONAL ENERGY CONSERVATION CODE 2012NFPA NATIONAL ELECTRICAL CODE 2011ANSI A117.1 - 2009DCMR TITLE 12 CODE SUPPLEMENT - 2013

CONSTRUCTION VBFIRE SUPPRESSION N/A

BUILDING DATA

1. REBUILD EXISTING GARAGE2. ALTER CONCRETE STEPS & WALK TO ALLEY

SCOPE OF WORK

0001

HofflandArchitects




A001EXISTING CONDITIONPHOTOS

1/4" = 1'-0"

REAR YARD PLAN - PROPOSED3

10'-2"

18'-0

"

10'-2

"3'

-8"

1'-0"

3'-0" 3'-10"

1'-4

"2'-1

0"33280

23684

19684

A

A

ARCHITECTURAL NOTESA. ALL WALL TYPES, SEE SECTION DETAILS ON S100B. ALL DIMENSIONS ARE SHOWN TO FINISHED FACE OF WALL. CONTRACTOR

SHALL ALERT ARCHITECT/OWNER WHEN WALL LINES ARE CHALKED FORAPPROVAL PRIOR TO CONSTRUCTION.

C. ANY DISCREPANCIES BETWEEN DRAWINGS AND SITE CONDITIONS TO BEBROUGHT TO THE ATTENTION OF THE ARCHITECT/OWNER IMMEDIATELYFOR RESOLUTION.

MATERIALS & EQUIPMENT1. WINDOWS (2) JELD-WEN PREMIUM VINYL 28W X 24H, USE SILL FLASHING

PER MNFR INSTRUCTIONS2. DOORS

2.1. 1 - OVERHEAD DOOR CO. OR SIM. STEEL W/ 5-PANEL DESIGN AS SHOWNON ELEVATIONS. SUPPLY WITH ELECTRIC OPENER W/ KEYPADCONTROL AT EXTERIOR (ALLEY), ON/ON/LIGHT CONTROL AT INTERIOR(SWING DOOR), AND REMOTE

2.2. WOOD GATE AS SHOWN ON ELEVATIONS. PROVIDE LOCKINGHANDLESET (KEYED ALIKE)

2.3. SOLID PANEL STEEL SECURITY DOOR & FRAME, PROVIDE LOCKINGHANDLESET (KEYED ALIKE)

3. EXTERIOR SIDING HARDIE PLANK, PAINTED, SEE SECTION DETAIL S1004. TRIM BORAL COMPOSITE, SEE SECTION DETAILS ON S1005. LIGHTING FIXTURES, SWITCHES & OUTLETS SEE ELECTRICAL PLAN

Xxxxx

X

ARCHITECTURAL LEGEND

DEMOLISHED PARTITION/ITEM

EXISTING PARTITION TO REMAIN

NEW PARTITION/PARTITION TYPE

WINDOW NUMBERX

DOOR NUMBER

DOOR SIZE

LIMIT OFDISTURBANCE= 307 SF

1/4" = 1'-0"

SOIL EROSION CONTROL PLAN2

L.O.D.

L.O.D.

L.O.D.

L.O

.D.

L.O

.D.

SILT FENCE

11/4" = 1'-0"

REAR YARD PLAN - DEMOLITION

REMOVE EXISTINGGARAGE, FOUNDATION,

& SLAB

REMOVE CONCRETE STAIRS & SLAB

REMOVE FENCE & GATE

PARTIAL CONCRETE WALL FACING ALLEY TO REMAIN

18'-0

"

10'-2"4'-2"2'-8"

1'-0"

EXISTING TREE TO REMAIN

NOTE: PRECAUTION SHOULD BE TAKENDURING DEMOLITION TO NOT HARM TREEOR TREE ROOTS. AN ARBORIST WILL BERETAINED BY THE OWNER TO OBSERVEDEMOLITION AND TO ASSESSCONSERVATION/PROTECTION MEASURESDURING DEMOLITION AND CONSTRUCTION.

EXISTING HOUSE

EXISTING REAR PORCH

1/4" = 1'-0"

REAR YARD PLAN - ELECTRICAL4

GFI ELECT.

GARAGEDOOROPENER

PORCELAINLAMPHOLDER

HofflandArchitects




A100ARCHITECTURAL PLANS

SCALE: 1/4" = 1'-0"

2' 4'0 8'

A2012

ELECTRICAL NOTES1. ALL ELECTRICAL TO BE FED OFF OF EXISTING 15A CIRCUIT AT GARAGE.

A2011

A2001

A2013

A2015

A2014

A2002

A2016

+5'-3" FIRST FLOOR

+0'-0" FRONT/REAR GRADE

-3'-2" REAR ALLEY

1/2" = 1'-0"

SITE SECTION - EXISTING1

1/2" = 1'-0"

SITE SECTION - PROPOSED2

+5'-3" FIRST FLOOR

+0'-0" FRONT/REAR GRADE

-3'-2" REAR ALLEY

+6-8" GARAGE ROOF PEAK

+6-8" GARAGE ROOF PEAK

4'-8

" 6'-8

"

9'-1

0"

7'-1

0"

4'-8

" 6'-8

"

9'-1

0"

7'-1

0"

HofflandArchitects




A200SITE SECTIONS

SCALE: 1/2" = 1'-0"

1' 2'0 4'

3/8" = 1'-0"

SOUTH (ALLEY) ELEVATION - PROPOSED6

3/8" = 1'-0"

SOUTH (ALLEY) ELEVATION - EXISTING3

3/8" = 1'-0"

WEST ELEVATION - PROPOSED5

3/8" = 1'-0"

WEST ELEVATION - EXISTING2

2" BORAL COMPOSITE TRIM, PAINTED

3/8" = 1'-0"

NORTH ELEVATION - EXISTING1

3/8" = 1'-0"

NORTH ELEVATION - PROPOSED4

CORRUGATED METAL ROOF

METAL LAP SIDING

METAL LAP SIDING

ADJACENT GARAGE STRUCTURE

ADJACENT FENCE

WOOD FENCE & GATE


ADJACENT FENCE

WOOD FENCE & GATE

METAL LAP SIDING

PLYWOOD SIDING


MASONRY WALL

PARGED CMU WALL

HARDIE-PLANK SIDING, 4" EXPOSURE, PAINTED

FIBERGLASS SECURITY DOOR

BORAL TRIM & METAL CAP

HARDIE-PLANK SIDING, 4" EXPOSURE, PAINTED

ELECTRIC FLUSH-PANEL FIBERGLASS GARAGE DOOR

1X4 WOOD BOARDS, PAINTED,1X6 PAINTED WOOD CAP AT TOP

2X4 WOOD GATE W/BOARDS TO MATCH FENCE,

3 HEAVY-DUTY BLACK HINGES& KEYED DEADBOLT LOCK

MATCH HEIGHT

DRAIN PIPE SLOPED TO DAYLIGHT @ ALLEY

PAINTED STEEL HAND/GUARDRAIL,SEE SECTION DETAIL ON S100

HofflandArchitects




A201GARAGE ELEVATIONS

1/4" = 1'-0"

FOUNDATION PLAN1

LINE OF FOOTER BELOW,SEE SECTION FOR DETAILS

COURSE CMU ABOVE FOOTER TO FILL 4" CANTILEVERBETWEEN WALL AND PROPERTY LINE/ADJACENT STRUCTURE

3'-0"

3'-0

"

2'-0"

2'-0"

3'-0

"

3'-0"

+5" A

BOVE GRADE

+1" A

BOVE GRADE

DRAIN TILE SLOPE TODAYLIGHT @ ALLEY

1/4" = 1'-0"

WALL/FENCE FRAMING PLAN2

2X8

@ 2

4" O

.C.

1/4" = 1'-0"

ROOF FRAMING3

1/4" = 1'-0"

SECTION4

BACKFILL WALL WITH GRAVELCOVERED WITH FILTER FABRIC

1'-0

"

30" M

IN.

SEE PLAN

4" CONCRETE SLAB REINFORCED WITHWIRE MESH, OVER 4" GRAVEL BASE

4-#4 BARS

NEW 8" CMU WALL WITH #4 BARS @ 16" O.C.IN FILLED CELLS AND 9ga TRUSS STYLE JOINT

REINFORCEMENT @ 16" O.C. PLACE AN 8" BONDBEAM ON THE TOP OF THE WALL WITH A 4" SOLID

CMU CAP.

PARGE THE BACKSIDE OF THE WALL

P.T. 2X4 SILL PLATE OVER SILL SEALER,ANCHOR BOLT TO TOP OF WALL

2X4 STUD WALL

12" EXTERIOR PLYWOOD SHEATHING

HARDIE-PLANK LAP SIDING, 4" EXPOSURE, PAINTED

BORAL 1X TRIM, PAINTED

METAL FLASHING/DRIP CAP

3-PLY ASPHALTIC ROOF OVERROOFING FELT OVER 5 8" ROOF SHEATHING

ROOF JOISTS, SEE STRUCTURAL PLAN

CONTINUOUS BLOCKINGBETWEEN JOISTS

5"

SEE PLAN

12" EXTERIOR PLYWOOD SHEATHING,

APPLY TO WALL PRIOR TO TILT-UP

FLASHING, MIN. 4" UP ADJ. WALL

CONTINUOUS BLOCKINGBETWEEN JOISTS

ADJACENT STRUCTURE 8" CMU WALL;VERIFY EXISTING FOOTER DOES NOT EXTEND

PAST PROPERTY LINE

3/4" = 1'-0"

FOOTER/WALL/ROOF SECTION DETAIL6

4" PERFORATED DRAIN WRAPPEDIN FILTER FABRIC, SLOPE TO DAYLIGHT

#4 BAR DOWELS @ 8" O.C. WITH 20"EMBEDMENT IN THE FOOTING AND WALL P.T. 2X4 SILL PLATE OVER SILL SEALER,

ANCHOR BOLT TO TOP OF WALL

12" EXTERIOR PLYWOOD SHEATHING

HARDIE-PLANK LAP SIDING,4" EXPOSURE, PAINTED

BORAL 1X FASCIA & TRIM, PAINTED

METAL FLASHING W/ DRIP

3-PLY ASPHALTIC ROOF OVERROOFING FELT OVER 5 8" ROOF SHEATHING

ROOF JOISTS, SEE STRUCTURAL PLAN

ALUMINUM K-STYLE GUTTER

HEADER, SEE STRUCTURAL



METAL FLASHING W/ DRIP

SIDING OVER SHEATHING, TYP.

OVERHEAD GARAGE DOOR

BACKFILL WALL WITH GRAVELCOVERED WITH FILTER FABRIC

12" FOOTING WITH #4 BARS @ 12" O.C.IN EACH DIRECTION

NEW 8" CMU WALL WITH #4 BARS @ 16" O.C.IN FILLED CELLS AND 9ga TRUSS STYLE JOINT

REINFORCEMENT @ 16" O.C. PLACE AN 8" BONDBEAM ON THE TOP OF THE WALL WITH A 4" SOLID

CMU CAP.

PARGE BOTH SIDES OF THE WALL

#4 BAR DOWELS @ 8" O.C. WITH 20"EMBEDMENT IN THE FOOTING AND WALL

4" PERFORATED DRAIN WRAPPEDIN FILTER FABRIC, SLOPE TO DAYLIGHT

1'-0

"

30" M

IN.

EPOXY DOWEL REBAR INTO THE WALL WITHSIMPSON SET EPOXY AND 6" EMBEDMENT

SLAB ON GRADE STAIR,SEE PERPENDICULAR

SECTION

EXISTING ADJ. FENCEHANDRAIL @

36" ABOVE STEPS

36" HIGH GUARDRAIL,VERTICAL PICKETS

<4" SPACING

1/4" = 1'-0"

SECTION5

#3 BAR @ 15" O.C. EACH WAYDOWEL REBAR INTO THE FOUNDATIONWALL WHERE APPLICABLE

4" GRAVEL

10" MIN.

4"4"

73 4" MA

X.

3/4" = 1'-0"

SLAB ON GRADE STAIR DETAIL9

HofflandArchitects




S100STRUCTURAL PLANS &DETAILS

S1004

1

1

1

FRAMING PLAN NOTES1. (2)2X8 HEADER ON (2) STUDS EACH SIDE2. (2)2X12 HEADER ON (2) STUDS EACH SIDE3. 4X4 P.T. POST, LAG BOLT TO CMU WALL & ADJ. FENCE/WALL

FRAMING4. 4X4 P.T. POST, USE SIMPSON POST BASE TO SLAB5. LATERAL 2X4'S TO BRACE POSTS & AS NAILERS FOR 1X4

HORIZONTAL FENCE BOARDS EACH SIDE

233 4 5

S1005

S1006

S1007

1/4" = 1'-0"

WALL/ROOF SECTION DETAIL7

S1009

S1007

1/4" = 1'-0"

RETAINING WALL/STAIR SECTION DETAIL8

Documents

Hoffland Garage Rebuild - dcra.dc.gov