1302 W. 25TH STREET, INDIANAPOLIS, INDIANA 46208

(1)

THESE DRAWINGS AND ALL COPIES ARE AND SHALL REMAIN THE PROPERTY AND COPYRIGHT OF THE ARCHITECT AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS, MECHANICAL OR ELECTRONIC, W ITHOUT EXPRESS WRITTEN PERMISSION OF THE ARCHITECT. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK W ITHOUT PRIOR WRITTEN PERMISSION FROM THE ARCHITECT. COPYRIGHT 2020, BY RG Collabrative L.L.C.

PROJECT NUMBER DATE DRAWN BY CHECKED BY

FOR

CONSTRUCTION

456 N Meridian St #441247 Indianapolis, Indiana, 46244 (317) 506-4411

(317) 280-7037 (Fax)

1 1 /3 /2 0 2 0 1 2 :0 0 :4 5 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

000-G

1302 W. 25TH STREET

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

COVER SHEET

1971200 09-08-2020 EEHD SEG

BWI- 1630 North Meridian Street, Suite 350

Sheet List

Sheet Number Sheet Name

000-G COVER SHEET

001-G GENERAL NOTES & SITE PLAN

002-G SURVEY

A-100 FOUNDATION PLAN

A-101 FLOOR PLANS

A-102 ROOF/FRAMING PLANS

A-103 CEILING PLAN

A-200 ELEVATIONS

A-300 BUILDING / WALL SECTIONS

A-500 ENLARGED PLANS/INTERIOR ELEVATIONS

A-700 SCHEDULES

1302 W. 25TH STREET, INDIANAPOLIS, INDIANA 46208

NO. DESCRIPTION DATE

(2)

0' 4' 8' 16' 32' 5' - 0"

128' - 0"

5' - 5 7/8"

ALLEYWAY

GRAVEL PARKING

AREA

CONCRETE SIDEWALK

CODE SUMMARY

2020 INDIANA RESIDENTIAL CODE

DESIGN WIND SPEED 90

SEISMIC ZONE B

TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS

ATTICS - INACCESSIBLE 10 PSF ATTICS - W/ LIMITED STORAGE 20 PSF BALCONIES - EXTERIOR 60 PSF

DECKS 40 PSF

GARAGES 50 PSF

ROOMS OTHER THAN SLEEPING ROOMS 40 PSF

SLEEPING ROOMS 30 PSF

GUARDS & HANDRAILS 200 SF CONCENTRATED LOAD

STAIRS 40 PSF W/ 300 PSF

CONCENTRATED LOAD

EMERGENCY ESCAPE AND RESCUE OPENINGS EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING

SMOKE ALARMS

REQUIRED SMOKE ALARM LOCATIONS:

LIVING AREA

ALL BEDROOMS OR SLEEPING AREAS ON THE CEILING OF THE UPPER LEVEL NEAR THE TOP OR ABOVE EACH STAIRWAY

BUILDING GROSS S.F.

SINGLE FAMILY 1604 S.F.

PARKING PAD 528 S.F.

TOTAL AREA: 2,132 S.F.

TOTAL LIVABLE SPACE 1604 S.F.

LAND ZONING D5

ALL WORK SHALL BE WARRANTED SATISFACTORY, IN MATERIALS AND WORKMANSHIP, FOR A MINIMUM PERIOD OF ONE (1) YEAR OR FOR THE CUSTOMARY PERIOD OF

WARRANTY OR AS STIPULATED FOR THE TRADE, CRAFT OR PRODUCT WHICHEVER IS LONGER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO STARTING CONSTRUCTION UNLESS OTHERWISE INDICATED. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.

THE COORDINATION OF ALL MATERIALS, LABOR AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

COMMENCING WORK BY A CONTRACTOR OR SUBCONTRACTOR CONSTITUTES

ACCEPTANCE OF THE CONDITIONS AND SURFACE CONCERNED. IF SUCH CONDITIONS OR SURFACES ARE UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE NOTIFIED IMMEDIATELY AND WORK SHOULD CEASE UNTIL THE UNACCEPTABLE CONDITIONS CAN BE REMEDIED.

THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL BUILDING OFFICIALS AND INSPECTORS FOR PERMITS AND INSPECTIONS. ADVISE THE ARCHITECT IMMEDIATELY OF AN DISCREPANCIES.

THE GENERAL CONTRACTOR IS SHALL PROVIDE A THOROUGH CONSTRUCTION CLEAN- UP PRIOR TO OWNER/TENANT TAKING OCCUPANCY OF ANY SPACE. CLEAN-UP SHALL INCLUDE, BUT NOT BE LIMITED TO CLEANING ALL SURFACES AND VACUUM AND CLEANING ALL CARPETING AND WINDOW TREATMENTS.

PROVIDE METAL OR FIRE RETARDANT TREATED WOOD BLOCKING IN NEW AND EXISTING WALLS FOR ALL WALL SUPPORTED ITEMS. AT ALL EXISTING WALLS, PATCH AND REPAIR WALL FINISH TO MATCH ADJACENT WALL SURFACE AS REQUIRED FOLLOWING THE INSTALLATION OF BLOCKING.

TRANSPORT TRASH, RUBBISH AND DEBRIS FROM THE SITE AND LEGALLY DISPOSE OF SAME. THE MANNER OF REMOVAL MUST BE CONFIRMED WITH THE OWNER AND AS ALLOWED BY CITY AND STATE REGULATIONS.

ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD OR FACE OF BLOCK OR CONCRETE TO FACE OF STUD OR FACE OF BLOCK OR CONCRETE, COLUMN LINES, UNLESS

OTHERWISE SPECIFIED.

DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS ILLUSTRATED ON DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER OF DISCREPANCIES FOR CLARIFICATION.

WALL PENETRATIONS SHALL BE FITTED WITH CHROMIUM PLATED ESCUTCHEONS.

FIXTURES INDICATE AS HANDICAP ACCESSIBLE SHALL COMPLY WITH A.D.A.

REQUIREMENTS.

HOT WATER AND DRAIN PIPES UNDER LAVATORIES AND HANDICAP ACCESSIBLE SINKS SHALL BE INSTALLED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.

WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF A DOOR UNLESS OTHERWISE INDICATED.

HINGE SIDE OF FINISH DOOR JAMB IN METAL STUD WALLS SHALL TYPICALLY BE LOCATED 6" FROM ADJACENT FINISHED WALL UNLESS OTHERWISE INDICATED.

MATERIALS EXPOSED WITHIN PLENUM SPACES DESIGNED TO ALLOW AIR MOVEMENT AND FUNCTION AS PART OF THE AIR DISTRIBUTION SYSTEM ARE REQUIRED TO BE

NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A SMOKE DEVELOPED INDEX LESS THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.

APPLICATION OF FINISH COAT TO SURFACE INDICATES THAT CONTRACTOR HAS ACCEPTED SUBSTRATE AS BEING SATISFACTORY.

ALL WALLS AROUND TOILET ROOMS ARE TO HAVE BATT INSULATION INSTALLED FULL DEPTH AND HEIGHT.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS AND KEEPING THE STRUCTURE IN SQUARE. THE GENERAL CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE CONSTRUCTION OF THE WORK. THEY SHALL CALL THE ARCHITECT'S ATTENTION TO ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY REQUIRED CORRECTION TO THE WORK.

ALL LUMBER IN CONTACT WITH CONCRETE MASONRY OR SOIL SHALL BE WATER RESISTANT PRESSURE TREATED.

PROVIDE RODENT AND INSECT PROOFING WHERE ALL PLUMBING, WIRING, AND VENTS PASS THROUGH PLATES, AS PER CODE REQUIREMENTS.

CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND SERVICES PRIOR TO START OF CONSTRUCTION. TAKE EVERY PRECAUTION NECESSARY TO PROTECT EXISTING SERVICES DURING CONSTRUCTION.

REVIEW ALL DRAWINGS (ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL), FOR ALL INFORMATION CONCERNING SLEEVES, BOXES, ANCHORS, VENTS, OPENINGS, ETC., THAT MAY BE REQUIRED. EACH RESPECTIVE TRADE IS RESPONSIBLE FOR PROVIDING AND INSTALLING THESE ITEMS.

Room name 101

101

1

A.F.F.

1i 1'-0"

EXISTING DOOR

EXISTING WALL

NEW DOOR NEW WALL

ROOM NAME, NUMBER

DOOR NUMBER ELEVATION NUMBER

SHEET NUMBER

SECTION NUMBER SHEET NUMBER ENLARGED PLAN

OR DETAIL

DETAIL NUMBER

SHEET NUMBER

REVISION TAG

ELEVATION TARGET CEILING TAG

WALL TAG

TYPE OPTIONS

SURFACE MOUNTED

FIRE EXTINGUISHER CABINET PARTIAL RECESSED

FIRE EXTINGUISHER CABINET

C.J.

CONTROL JOINT

#

PLAN NOTE (NEW CONSTRUCTION)

PLAN NOTE (DEMOLITION)

ACCESSORY NOTE

WINDOW TAG 1t

E.J.

EXPANSION JOINT MATCH LINE

W1 4" inch WALL W2 6" inch WALL

ACP ACOUSTIC CEILING PANEL ACG ACOUSTIC CEILING GRID

ADJ ADJACENT

A.F.F. ABOVE FINISHED FLOOR

ALUM ALUMINUM

APC ACOUSTICAL PANEL CEILING

ASSBY ASSEMBLY

CLG CEILING

C.J. CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONST CONSTRUCTION

DIA DIAMETER

DIV DIVISION

DWGS DRAWINGS

E.J. EXPANSION JOINT

ELEV ELEVATION

EQ EQUAL

ETC ETCETERA

EX/EXIST'G EXISTING

FD FLOOR DRAIN

FIN FINISH

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HR HOUR

JT. JOINT

LAM LAMINATE

MAT'L MATERIAL

MAX MAXIMUM

MFR MANUFACTURER

M.O. MASONRY OPENING

MIN MINIMUM

MTL METAL

N.I.C. NOT IN CONTRACT

OFCI OWNER FURNISHED CONTRACTOR INSTALL OFOI OWNER FURNISHED OWNER INSTALL

O.C. ON CENTER

O.H. OVERHEAD

OPP. OPPOSITE HAND P-LAM PLASTIC LAMINATE REF. REFERENCE, REFER TO REQ'D REQUIRED

R.O. ROUGH OPENING

S.F. SQUARE FOOT

SHT SHEET

SIM SIMILAR

STRUCT. STRUCTURAL

TYP. TYPICAL

T&G TONGUE AND GROOVE V.I.F. VERIFY IN FIELD

U.N.O. UNLESS NOTED OTHERWISE

W/ WITH

W/O WITHOUT

GENERAL FRAMING NOTES

1. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE BOARD AND JOIST 48" O.C. AT CONVENTIONAL ROOF FRAMING.

2. ALL HEADERS TO BE DOUBLE 2" X 12" WITH CONTINUOUS FULL PLYWOOD BETWEEN AT EXTERIOR WALLS.

3. PROVIDE "X" BRIDGING AT 8'-0" FOR CONVENTIONAL FLOOR JOIST FRAMING.

4. PROVIDE DOUBLE 2" X 8" STRONGBACK AT CONVENTIONAL CEILING JOIST SPANS OVER 10'-0".

5. PROVIDE MIN. 3 STUDS UNDER ALL BEAM BEARING LOCATIONS.

6. PROVIDE CONTINUOUS 2 1/2" EAVE VENT IN SOFFIT FOR ATTIC VENTILATION.

7. PROVIDE 1/2" CDX FIR PLYWOOD SHEATHING AT ALL EXTERIOR STUD WALLS.

8. FLOOR AND ROOF TRUSSES SHALL BE EQUAL TO TRIM JOIST OR MITEX TRUSSES.

9. SUBMIT FRAMING LAYOUT TO ARCHITECT FOR CHECKING RELATIONSHIP TO DRAWINGS.

10. PROVIDE SOLID WOOD BLOCKING AT MID POINT OF HEIGHT IN ALL STUD WALLS.

11. SUB FLOORING TO BE 3/4" T & G FIR PLYWOOD.

12. ROOF DECKING TO BE 1/2" CDX PLYWOOD FOR SHINGLES & SHAKES. 3/4" T & G CDX PLYWOOD FOR SLATE & TILE ROOFING.

13. DESIGN LOADS:

ROOF SYSTEM SLATE OR TILE 45 PSF LL 25 PSF DL L/480 DEFL ROOF SYSTEM SHINGLES, SHAKES

OR METAL 30 PSF LL 10 PSF DL L/360 DEFL FLOOR SYSTEM 60 PSF LL 40 PSF DL L/480 DEFL

SEISMIC LOAD ZONE B OCCUPANCY IV

WIND LOAD BASIC SPEED - 90 MPH EXP. B ROOF TRUSSES TOP CHORD 30 PSF LL, 20 PSF DL

BOTTOM CHORD 10 PSF DL

FOR

CONSTRUCTION

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001-G

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

GENERAL NOTES &

SITE PLAN

1971200 09-08-2020 EEHD SEG

1" = 10'-0"

1 Site Plan

VICINITY PLAN

LOCATION PLAN

1/8" = 1'-0"

PLAN LEGEND 1/8" = 1'-0"

ABBREVIATIONS

1/2" = 1'-0"

GENERAL FRAMING NOTES

(3)

UP UP

4 1/4"

1' - 4"

6' - 0"30' - 0"8' - 0"

1' - 6" 21' - 0" 1' - 6"

24' - 0"

11 7/8" 23' - 4 3/8" 4 1/4"

Bearing Footing - 16" x 6"

16' - 0 1/8"

Bearing Footing - 16" x 6"

10' - 0 5/8" 4' - 8 5/8" 6' - 2 3/4"

4' - 0 3/8"

24''" x 24''" x 12''

6' - 0"38' - 8 3/8"3' - 4"

1' - 6" 21' - 8 3/8" 1' - 6"

1' - 6" 21' - 8 3/8"

10' - 0 5/8" 5' - 5" 6' - 2 3/4"

6' - 3 1/8"2' - 0"12' - 4 3/8"2' - 0"6' - 1 1/4"

4' - 0 3/8"

7 5/8"

5' - 8 1/2" 2' - 0"

C O N D IT IO N E D C R A W L S P A C E

CRAWLSPACE PANEL

3' - 2"2' - 8"2' - 2"

CONDITIONED CRAWLSPACE

1' - 6" 21' - 0" 1' - 6"

FOUNDATION NOTES

1. REINFORCED CONCRETE DESIGN STRENGTH AIR

ENT.

A. WALL FLOORING, SPREAD FOOTINGS, AND 3000 PSF 2%

ALL CONCRETE BELOW FROST LINE.

B. EXTERIOR SLABS, PIERS, WALLS, COLUMNS, 3000 PSF 6%

GRADE BEAMS, AND ALL CONC. EXPOSED TO FREEZE/THAW

C. INTERIOR SLABS 4000 PSF 2%

2. ALLOWABLE SOIL BEARING PRESSURE

A. SPREAD FOOTING 1500 PSF

B. WALL FOOTING 1500 PSF

3. FOOTINGS SHALL BE PLACED ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL & MIN. OF 32" FROM TOP OF FOOTING TO FINISH GRADE.

4. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED AND SITTING ON CONTINUOUS SILL SEAL.

5. ANCHOR BOLTS SHALL BE 1/2" X 18" AT 6'-0" O.C. AND WITHIN 12" FROM END OF SILLS AND CORNERS. PROVIDE MIN. OF 2 BOLTS PER SILL IF LESS THAN 8'-0"

LONG. PLATES ON TURNED DOWN SLAB MIN. 2 BOLTS PER SILL EMBEDDED 5 1/2" INTO FOOTING.

6. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAM UNLESS BEARING ON CONCRETE WHEREAS THEY SHALL BEAR ON 1/4" STEEL PLATE. USE EITHER

TUBE COLUMN OR ROUND STANDARD PIPE COLUMN UNLESS OTHERWISE NOTED.

7. WHERE STEEL COLUMNS BEAR ON CONCRETE FLOOR, PROVIDE A CONCRETE FOOTING PAD WITH REBARS AS NOTED ON PLAN.

6' - 0"30' - 0"6' - 10 1/4"

1' - 5 7/8" 22' - 0 3/8" 1' - 5 7/8"

25' - 0"

7 5/8"1/4" 24' - 4 1/4"

4 1/4"

25' - 0"

FOR

CONSTRUCTION

456 N Meridian St #441247 Indianapolis, Indiana, 46244 (317) 506-4411

(317) 280-7037 (Fax)

1 1 /3 /2 0 2 0 1 2 :0 0 :4 6 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-100

1302 W. 25TH STREET

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

FOUNDATION PLAN

1971200 09-08-2020 EEHD SEG

BWI- 1630 North Meridian Street, Suite 350

1/4" = 1'-0"

1 Foundation

0' 4' 8' 16' 32'

1/4" = 1'-0"

FOUNDATION NOTES

1/4" = 1'-0"

2 Framing Plan

(4)

REF.

DW

UP

WH UP

WD UP

1 A-300

38' - 0"

LIVING ROOM A102

MASTER BEDROOM

A105

BATH A106

MECH

KITCHEN A104

PORCH

A107

A105-A

A105 W16

W16 W16

W3

W4

21' - 0"

11' - 1 3/4"

3'-0"X6'8" CASED OPNG.

2 A-300

DINING ROOM A101

A-500 3 A-500

1

A104

W4

W16

--- -

11' - 1 3/4"

8' - 0 1/2"

MECH ROOM A107

HVAC RETURN

1' - 3 1/8" 6' - 0" 1' - 3 3/4"

3 1/2"

2' - 3 3/8"

3 1/2"

3 1/2" 2' - 0"

3' - 0" 7 1/2" 3' - 0" 1' - 6 5/8" 3' - 0" 1' - 6 3/4" 3' - 0" 6" 3' - 0" 2' - 0"

3 1/2"

23' - 2 7/8"

23' - 9 7/8"

6' - 4 1/8" 29' - 9 7/8"

3 7/8" 8' - 0" 4' - 4 3/8" 8' - 0" 3 7/8"

3' - 2 1/8"

3 1/2"

4' - 4 5/8" 3 1/2"

9' - 6 3/4" 2' - 6" 6"

3 1/2" 2' - 6" 3 1/2"

10' - 5"3 1/2" 7' - 8 3/8"2"1 1/2"

STORAGE CLOSET

A103

A102

W16 W16 W17 W16

4 1/8"7' - 7 3/4"3 1/2" 6"3' - 0"3' - 5"3' - 0"6"

3 1/2" 2' - 6"

3 1/2" 6' - 8 3/4"3"8' - 9 1/8" A103 3 1/2"7' - 8 3/8"3 1/2"6' - 11 3/4"2' - 1" 4"

2' - 1"4' - 6 1/2"3' - 0"6' - 0"3' - 0" 1' - 2 5/8" 3 1/2"

1' - 6" 10' - 8 1/8" 3' - 0" 2' - 9 1/2" 2' - 8" 1' - 8 1/4" 1' - 6"

20' - 9 7/8"

7' - 11 7/8"

6 1/2"2' - 10"4' - 3 7/8"

A106

3' - 5 1/8"

4' - 8 1/4"

8' - 6 1/8"3' - 0"6' - 10 3/4" 3 1/2"

2' - 6" 3 1/2"

4 3/4"

3' - 0"

4 1/2"

14' - 8 1/4"

8' - 2 1/4"

3' - 0"

3 1/2"

7' - 8 1/4"

5' - 8 1/4"

6X6 POST

2' - 9 3/4"1' - 6"

1' - 0"2' - 8"4' - 0 3/8"

8"

1' - 6" 6' - 4 3/8" 2' - 10" 6"

5' - 0 1/8" 3 5/8" 4' - 4 5/8"

J.

K.

SEE BOTH OVERALL AND ENLARGED PLANS IF PROVIDED IN SET

MIRROR ALL INTERIOR ELEVATIONS WHEN TYPICAL UNIT IS MIRRORED IN PLAN

1 A-300 3

A-300

BEDROOM A202

BEDROOM A201 A201

A205

A202

W16

2 A-300

W16

W17

W16

A201-AA202-A

CLOSET A201-A CLOSET A202-A

BATHROOM A205

2X6 WALL

W16

23' - 10 1/8"

8' - 10" 3 1/2"

9' - 11 1/2"3 1/2"9' - 10 1/4"3 1/2"

7' - 6 7/8" 3' - 0" 4' - 3 1/4"

3 1/2"

3' - 6"

2' - 0"6' - 0"1' - 10 1/4"

3 1/2"

4' - 4"

3 1/2"

1' - 0" 3' - 0" 6' - 9 7/8" 3' - 0"

1' - 0"

3 1/2"

3' - 6 1/4" 3 1/2"

29' - 9 7/8"2' - 9 3/8" 2' - 8 1/4"3' - 0"4' - 7"3' - 0"7' - 6 5/8"3' - 0"5' - 11 7/8"

23' - 10 1/8"

3' - 11 7/8" 3' - 0" 8' - 10 1/4" 3' - 0" 5' - 0"

4' - 7 5/8"6' - 0"2' - 0"

3 1/2" 5' - 0" 3 1/2"4' - 8"

3 1/2" 1' - 5"6' - 0"1' - 5" 8' - 9 3/8"3 1/2"4' - 8"3 1/2"5' - 0"3 1/2" 2' - 9 3/8"29' - 9 7/8"

4" / 1'-0" 4" / 1'-0"

4" / 1'-0"

4' - 7 1/2" 15' - 4 7/8" 3' - 9 3/4"

LAUNDRY A203

3 1/2" 6' - 5 7/8"

5 1/2"

7 1/2"

3' - 0" 6"

3 1/2" 7' - 3 1/4"

4' - 1 1/2"

8' - 10"

1' - 0" 3' - 0" 15' - 11 5/8" 3 1/2"

3' - 0"

3 1/2"6' - 5 1/2"3' - 0"6"

3 1/2"

6"

3' - 0"

2' - 11 7/8" 5 1/2"

8' - 10"

3 1/2" 4' - 0 5/8" 3 1/2"

5' - 5 3/8" 2"3 1/2"

12' - 7 5/8"

A203

3 1/2" 19' - 11 5/8"

3 1/2"

3' - 0"

15' - 8 3/8"

3 1/2"

7' - 3 1/4"

5' - 11 5/8"

3' - 1 3/8"1' - 6"

W18

4' - 4 7/8" 2' - 10 3/8"

1' - 4" 2' - 0"

1' - 4"

7' - 4 1/2"

22' - 0"

8' - 7 5/8"

22' - 4 1/4"

1/4" = 1'-0"

1 1st FLOOR

0' 4' 8' 16' 32'

FOR

CONSTRUCTION

1 1 /3 /2 0 2 0 1 2 :0 0 :4 8 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-101

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

FLOOR PLANS

1971200 09-08-2020 EEHD SEG

1/4" = 1'-0"

6 2nd FLOOR

(5)

2' - 0"2' - 0"2' - 0"2' - 0"

2' - 0" 2' - 0"

1' - 6" 2' - 0" 2' - 0"

2' - 0" 2' - 0" 1' - 4"

1' - 5 3/4" 1' - 8"

2' - 0"2' - 0"

8"

10 1/2"

24' - 2"

2' - 0"

RIDGE VENT

FOR

CONSTRUCTION

456 N Meridian St #441247 Indianapolis, Indiana, 46244 (317) 506-4411

(317) 280-7037 (Fax)

1 1 /3 /2 0 2 0 1 2 :0 0 :4 8 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-102

1302 W. 25TH STREET

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

ROOF/FRAMING PLANS

1971200 09-08-2020 EEHD SEG

BWI- 1630 North Meridian Street, Suite 350

0' 4' 8' 16' 32'

3/8" = 1'-0"

1 T.O. Roof Framing

3/8" = 1'-0"

2 T.O. Roof

(6)

SD

SD SD

SD

SD 142 SF

DINING ROOM A101

162 SF LIVING ROOM

A102

210 SF KITCHEN

A104

115 SF MASTER BEDROOM

A105

72 SF BATH A106

46 SF MECH ROOM

A107

GWD 7' - 6" A.F.F.

GWD 9' - 0" A.F.F.

GWD 8' - 0" A.F.F.

8' - 10"

BLUKHEAD FOR MECH TO BE FRAMED AFTER MEP HAVE BEEN RAN

17' - 0 1/4"

3 1/2"

1' - 2 5/8"

1' - 8 7/8" 3 1/2"27' - 1 3/4"

GWD 8' - 0" A.F.F.

3' - 10"

185 SF BEDROOM

A202

33 SF CLOSET

A202-A

70 SF BATHROOM

A205 34 SF

LAUNDRY A203

173 SF BEDROOM

A201 25 SF

CLOSET A201-A

GWD 8' - 0" A.F.F.

GYB BOARD CEILING (REFER TO PLAN FOR SUSPENSION TYPE)

ACOUSTIC CEILING TILE

2 x 4 LIGHT FIXTURE

DOWNLIGHT

MECHANICAL RETURN REGISTER

MECHANICAL AIR SUPPLY DIFFUSER SPOT ELEVATION MARKER

XXX-01 28'-10" A.F.F.

CEILING TAG CEILING TYPE CEILING HEIGHT (ABOVE FINISH FLOOR)

CEILING PLAN LEGEND

CEILING FAN

SD SMOKE/Co2 DETECTOR

CEILING CAN LIGHTS

FOR

CONSTRUCTION

1 1 /3 /2 0 2 0 1 2 :0 0 :4 9 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-103

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

CEILING PLAN

1971200 09-08-2020 EEHD SEG

1/4" = 1'-0"

1 1st FLOOR

1/4" = 1'-0"

2 2nd FLOOR

1/8" = 1'-0"

CEILING LEGEND

1/2" = 1'-0"

CEILING PLAN LEGEND

(7)

GRADE +/- 0"

B.O Roof 19' - 5"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

T.O. Roof 27' - 1 5/8"

W16

.44" VINYL SIDING 4" MIN. EXPOSURE 6" ALUMINUM GUTTER

CONCRETE 12" FASCIA BOARD

THREE TAB 25 YEAR SHINGLES

W16

W16 W16

6" / 1'-0"

W16 W17

A102

6" / 1'-0"

GRADE +/- 0"

B.O Roof 19' - 5"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

T.O. Roof 27' - 1 5/8"

W16 W3

W3

W16 4" / 1'-0"

RIDGE VENT

W18

GRADE +/- 0"

B.O Roof 19' - 5"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

T.O. Roof 27' - 1 5/8"

W4 W4

W16 W16

GRADE +/- 0"

B.O Roof 19' - 5"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

T.O. Roof 27' - 1 5/8"

W16 W16

W16 W17 W16

4" / 1'-0"

.44" VINYL SIDING 4" MIN. EXPOSURE

6" ALUINUM GUTTER

CONCRETE

12" FASICA BOARD

THREEITAB 25 YEAR SHINGLES

W4

FOR

CONSTRUCTION

456 N Meridian St #441247 Indianapolis, Indiana, 46244 (317) 506-4411

(317) 280-7037 (Fax)

1 1 /3 /2 0 2 0 1 2 :0 0 :5 1 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-200

1302 W. 25TH STREET

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

ELEVATIONS

1971200 09-08-2020 EEHD SEG

BWI- 1630 North Meridian Street, Suite 350

1/4" = 1'-0"

1 SOUTH

1/4" = 1'-0"

2 WEST

1/4" = 1'-0"

3 NORTH 1/4" = 1'-0"

4 EAST

0' 4' 8' 16' 32'

(8)

GRADE +/- 0"

Foundation Wall -3' - 0"

B.O. Footing -4' - 0"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

1' - 0"3' - 0"1' - 4"10' - 1"8' - 0"

4X4 Col.

8' - 0"9' - 0"

GRADE +/- 0"

Foundation Wall -3' - 0"

B.O. Footing -4' - 0"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

8' - 0"9' - 0"

GRADE +/- 0"

B.O Roof 19' - 5"

Foundation Wall -3' - 0"

B.O. Footing -4' - 0"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

T.O. Roof 27' - 1 5/8"

7' - 8 5/8"8' - 0"10' - 1"1' - 4"3' - 0"1' - 0"

2 A-300

7' - 8" 8' - 0"

FRONT PORCH

4" / 1'-0"

7' - 8 5/8" 3' - 2"

4"

6' - 11 3/8"

6x6 POST 2X10

4' - 6"

1' - 3 1/8"

TUFF-N-DRY

WATERPROOFING

3 #5 BASE CONT.

# 4 DOWELS @12" O.C

DRAINAGE GRAVEL

4" DRAIN PIPE W/ FILTER GRAVEL

VAPOR BARRIER (R-10) VINYL FACED DRAPE

3/4" OSB T&G GLUED & NAILED ENGINEERED WOOD JOIST

SPEC. ON LUMBER PACKAGE

1/2" DRYWALL 2X4 WALL R-15 BATT INSULATION

12" FASCIA BOARD FLASHING

BUILDING WRAP 1/2" SHEATHING .44 VINYL SIDING W 4"

(MIN) EXPOSURE

2X6 TREATED TOP PLATE ON CONT SILL SEAL

J-BOLT 2X12 BLOCKING

BUILDING WRAP 1/2" SHEATHING

.44 VINYL SIDING W 4" (MIN) EXPOSURE

R-15 BATT INSULATION 1/2" DRYWALL

2X4 WALL

2X12

2X4 DOUBLE TOP PLATE OPEN WEB JOIST 24" O.C 3/4" OSB T&G GLUED &

NAILED 6" GUTTER

FLASHING

6" FASCIA BOARD 2X4 BLOCKING

1/4 " SOFFIT W/ CONT.

VENT

DRIP EDGE

24" ICE & WATER SHIELD 1/2" PLYWOOD

ROOFING FELT 25 YEAR ROOFING SHINGLES

(2) 2X8 HEADER 1/2" DRY WALL 2X4 DOUBLETOP PLATE

1/2" DRYWALL

BATT INSULATION R-38

1' - 1 3/4"

8" CMU BLOCK

1' - 6"

8"

4"

8"

4"

2' - 10"

HEEL BLOCKING

FOR

CONSTRUCTION

1 1 /3 /2 0 2 0 1 2 :0 0 :5 2 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-300

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

BUILDING / WALL SECTIONS

1971200 09-08-2020 EEHD SEG

1/4" = 1'-0"

1 Section 1

1/4" = 1'-0"

2 Section 3

0' 4' 8' 16' 32'

1/4" = 1'-0"

3 Section 2

3/4" = 1'-0"

4 WALL SECTION 2

(9)

REF.

DW 6' - 7 1/4"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

7 1/8"

11"

6' - 0"

7 5/8"

A-500 4Elevation 1 - KITCHEN 11 1/8"1' - 6"1' - 0"1' - 11"3' - 6"1' - 6"2 7/8"

2' - 6" 1' - 0" 2' - 6"

2' - 5 3/8" 3 5/8" 2' - 6" 6"

GRADE +/- 0"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

GRADE +/- 0"

1st FLOOR 1' - 4"

2nd FLOOR 11' - 5"

2' - 0" 2 7/8" 1' - 6" 3' - 6" 1' - 11" 1' - 0" 1' - 6" 3' - 0 1/8"

2' - 10 1/2"

1' - 3" 1' - 3" 5' - 3 3/8" 1' - 3" 1' - 3" 2' - 0" 1' - 0"

GRADE +/- 0"

1st FLOOR 1' - 4"

4' - 6"

4' - 0"

6' - 0 1/4"

2' - 7"

FOR

CONSTRUCTION

456 N Meridian St #441247 Indianapolis, Indiana, 46244 (317) 506-4411

(317) 280-7037 (Fax)

1 1 /3 /2 0 2 0 1 2 :0 0 :5 4 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-500

1302 W. 25TH STREET

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

ENLARGED

PLANS/INTERIOR ELEVATIONS

1971200 09-08-2020 EEHD SEG

BWI- 1630 North Meridian Street, Suite 350

1/2" = 1'-0"

1 First Floor -Door under Stairs

1/2" = 1'-0"

2 Section 4 - Door under Stairs 1/2" = 1'-0"

3 First Floor - Kitchen

1/2" = 1'-0"

6 NORTH STAIR ELEVATION 1/2" = 1'-0"

4 Elevation 1 - KITCHEN

1/2" = 1'-0"

5 Elevation 7 - LIVING ROOM/ STAIR WALL 1/2" = 1'-0"

7 Elevation 8 - MASTER BATH

(10)

W16 W18 W4

3' - 0" 4' - 0" 4' - 6"

W17

3' - 0"

TEMPERED GLASS

EGRESS W INDOW OPENING MIN.

OPENING 5.7 Sq. Ft.

2' - 8 7/8"

3' - 7 1/2"

Double Top Plate

2 - 2'' x 8''

2 '' x 4 '' S tu d s

Header

1 0 ' M a x

Trimm er Stud Double King

Studs

Treated Bottom Plate

Top Plate

2 - 2'' x 8''

Window Sill

2' ' x 4' '

2'' x 4''

Treated Bottom Plate

10' M a x

FOR

CONSTRUCTION

1 1 /3 /2 0 2 0 1 2 :0 0 :5 4 P M C :\ U s e rs \D J \D o c u m e n ts \1 9 7 1 2 0 0 - 3 B e d ro o m _ 2 B a th _ 2 S to ri e s _ 1 3 0 2 W .2 5 th 0 9 -1 1 -2 0 2 0 _ e m ile d ix o n .r v t

A-700

1 3 0 2 W . 2 5 T H S T R E E T In d ia n a p o lis , In d ia n a 4 6 2 0 8 Is s u e D a te / P ro je c t S ta tu s

SCHEDULES

1971200 09-08-2020 EEHD SEG