anand & sudha residence

DW

A200

1

A2002

A201

18' - 5" 23' - 7" 18' - 5"

5' - 0" 4' - 2 1/2" 4' - 2 1/2" 5' - 0" 11' - 9 1/2" 11' - 9 1/2" 5' - 0" 4' - 2 1/2" 4' - 2 1/2" 5' - 0"

30.00°

MUD ROOMMUD ROOMMUD ROOMMUD ROOM

MASTER SUITE ALCOVEMASTER SUITE ALCOVEMASTER SUITE ALCOVEMASTER SUITE ALCOVE

10 1/

2"2'

- 4

"6'

- 0

"2'

- 0

"5'

- 2

"8

' - 4

1/4"

8' -

10"

2' -

0 1/

4"1'

- 10

"12

' - 9

1/2"

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

4' -

4"

2' -

8"

4' -

2"

5' -

6"

3' -

6"

4' -

5 1/

2"6'

- 8

3/4

"6'

- 10

1/4"

2' -

6"

2' -

6"

7' -

0"

5' -

0"

UP UP

DN

FRONT ENTRY

60' - 5"

1' - 0" 5' - 10 3/4" 6' - 0" 4' - 7 1/4" 2' - 8" 2' - 0" 2' - 1" 5' - 3" 5' - 9" 1' - 9" 2' - 0" 3' - 0" 3' - 10"

14' -

0 1/

4"4'

- 9

1/4"

1' -

6 3/

4"

2' -

0"

2' -

6"

5 3/

4"

3' -

11 1/

2"3'

- 6

"5'

- 7

"

TOILET TOILET TOILET TOILET ---- 1111

1' - 6" 10' - 0" 1' - 5 1/2" 2' - 7" 7' - 10" 6' - 3" 7' - 10" 2' - 0" 2' - 6" 7" 3' - 6" 2' - 7" 6' - 4"

HIS WALKHIS WALKHIS WALKHIS WALK----ININININ

26' -

2 1/

2"55

' - 2

1/2"

PANTRY lPANTRY lPANTRY lPANTRY l

2' -

0"

8' -

0"

2' -

0"

8' -

0"

6' -

0"

FAMILY ROOMFAMILY ROOMFAMILY ROOMFAMILY ROOM

W

BARNYARD DOOR (TYP.)

ISLAND

3' - 7 1/4" 1' - 11 1/2" 2' - 6" 1' - 10" 7 1/4" 5' - 0"

3 1/4"

4' - 11 3/4" 5' - 9" 5' - 9" 2' - 9" 2' - 2 3/4" 5' - 11 1/4" 3' - 9" 8' - 1"

16' - 0" 10' - 6" 10' - 11 1/2" 17' - 6"

HERS WALKHERS WALKHERS WALKHERS WALK----ININININ

MASTER SUITE MASTER SUITE MASTER SUITE MASTER SUITE ---- SHOWERSHOWERSHOWERSHOWER

TWOTWOTWOTWO----STORY GREAT ROOMSTORY GREAT ROOMSTORY GREAT ROOMSTORY GREAT ROOM

16R

@ 7

1/2" =

10'-0

"

EQ EQ

ARCHED OPENING

ARCHED OPENING

GAS FIREPLACEw/ MASONRY HEARTH

A201 2

GAS RANGE

VEGGIE WASH

D

BENCH

BAY WINDOW

MASTER SUITE MASTER SUITE MASTER SUITE MASTER SUITE ---- BATHBATHBATHBATH

TUB

SEAT

TOWE

LS

TOWE

LS

NICH

E NICH

E

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

ISLAND

ALIGN

ALIGN

30"x30"SHOWER

OFFICEOFFICEOFFICEOFFICE

HALL HALL HALL HALL ---- 1111

TOILET TOILET TOILET TOILET ----MBMBMBMB

1' - 0" 2' - 0" 16' - 0" 22' - 5" 18' - 0" 1' - 0"

1

39' -

0"

11' -

2 1/

2"

83'

- 5

"

P3

P8P8

P3

P3

P8

P3

P3P9

P5

P8

P4

P3

P3

P3

P7

P5

P3

P5P3

P8

P8

P3

P10

P3

P3

P8

P3

P8P8

P3

BEDROOM #1/ POOJABEDROOM #1/ POOJABEDROOM #1/ POOJABEDROOM #1/ POOJA

P5

1

A300

ARCHED DOOR

3' - 0" 57' - 5"

A

J

J

C F

C

J

D

E

C

C

H

A1 A1

G

B

2

A300

2' -

0"2

' - 0

1/4"

24' -

2 1/

4"50

' - 2

1/2"

5' -

0"

F

P1

A500

1

TRAY CEILING

ARCHED OPNG.

7 1/4"

36"

9"

ARCHED OPNG.

2' -

6"

ARCH

ED OP

NG.

9"

36"

7 1/4

"

2' -

6"

FORMAL DININGFORMAL DININGFORMAL DININGFORMAL DINING

WINE RACK

SLIDING DOOR

ARCH

ED

OPNG

.

OPNG.

OPNG.

1' -

0 1/

2"2'

- 6

"

F

P7P7 P9 P9

P3

P3 P3

P1

P10

60' - 5"

A1012

BP

10

1A400

3

33

3

4

(TYP.)

5

(TYP.)

GARAGE GARAGE GARAGE GARAGE ---- 1111 GARAGE GARAGE GARAGE GARAGE ---- 2222

KITCHENKITCHENKITCHENKITCHEN

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

16R

@ 7

1/2"

= 10'

-0"

HIGH SHELF

LOW SHELF

P1

P3

30.00°

MASTER SUITE lMASTER SUITE lMASTER SUITE lMASTER SUITE l

TWOTWOTWOTWO----STORY FOYERSTORY FOYERSTORY FOYERSTORY FOYER

C10

C11

C13

C15C18

C14

C12

LVL

BEAM

(R

EFER

TO

FRAM

ING

PLAN

S)

LVL

BEAM

(R

EFER

TO

FRAM

ING

PLAN

S)

SDCMD

SD

SD

SD CMD

A1014

A1013

A200

4

A200

3

P6

16' - 3 1/4" 21' - 5 1/2" 18' - 3 1/4"

A5002

A500 3

REF.

2' -

1 1/

2"5'

- 0

"10

' - 0

"3'

- 6

"A500

4

A500

6

A50074'

5'6'

8

A500 9

BEAM -B22 BEAM -B23

C21C22 C25 C26

C9

C16 C17

P82' - 8 1/2"

ART NOOK ART NOOKSOFFIT ABOVE

P1

2' - 1 1/2" 2' - 5" 2' - 1 1/2" 12' - 9" 1' - 6 1/2" 3' - 1"

2A400

P1

P1

P1

P1

P9

P3

P1

P3

P1

P2

P3

P3

BASEMENT STAIRBASEMENT STAIRBASEMENT STAIRBASEMENT STAIR

J

12A12B

SOFFIT ABOVE

SOFFIT ABOVE

GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES ---- FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:A. CONTRACTOR SHALL VERIFY ALL CONDITIONS & DIMENSIONS AT SITE BEFORE BEGINNING

CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER FOR JUSTIFICATION AND/ OR CORRECTION BEFORE PROCEEDING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED.

B. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.

C. CONTRACTOR SHALL ENSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.

D. IF BACKFILL EXCEED 4" AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.

E. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE.

F. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS & SHOULD BE SUPPORTED WITH PROPER BASE PLATE CONNECTION AT FLOOR LEVELS BEARING POINT DESIGNED TO CARRY THE LOAD. VERIFY WITH STRUCTURAL ENGINEER.

G. ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED.

H. ALL SMOKE DETECTORS ARE AC POWERED w/ BATTERY BACKUP & INTERCONNECTED.

I. ALL ELECTRICAL RECEPTACLES IN GARAGE, ADJACENT TO SINKS, & ON EXTERIOR WALLS TO BE GFI.

J. ALL INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STUD TO FACE OF STUD. SEE WALL PARTITION TYPES FOR WALL CONSTRUCTION.

K. ALL DOOR FRAME STUDS SHOULD BE LOCATED 4" MIN. FROM NEAREST FINISH WALL.

2 1/2"

1/2"

5 1/2" 1/2"2

1/2"

1/2"

1 1/2

"2"

3 1/

2"1/

2"

4 1/

2"6"

GARAGE GARAGE GARAGE GARAGE ---- 1111

MUD ROOMMUD ROOMMUD ROOMMUD ROOM

9"

1

2 FLOOR PLANS FLOOR PLANS FLOOR PLANS FLOOR PLANS ---- KEYED NOTES:KEYED NOTES:KEYED NOTES:KEYED NOTES:1. E.I.F.S.. WALL SYSTEM: PROVIDE 2 1/2" ON 1/2" EXTERIOR GYPSUM BOARD OR 1/2" EXTERIOR

GYPSUM BOARD SHEATHING WHEN A SPECIFIC SHEER STRENGTH IS REQUIRED. REFER TO PLAN FOR LOCATIONS. CLAD SHEATHING WITH VAPOR BARRIER AND BACK SHEATHING UP TO PRESSURE TREATED 2"x 6" WOOD FRAMING. FINISH INTERIOR WITH 1/2" GYPSUM WALL BOARD.

2. PROVIDE PLUMBING LINE FOR OUTDOOR, FREEZE PROTECTED HOSE BIB.

3. PROVIDE GARAGE DOOR OPENER w/ LIGHTING; VERIFY TYPE w/ OWNER.

4. EXTERIOR LIGHTING (COLOR: GLOSS BLACK) w/ ELECTRIC FLICKERING FLAME (TYP.); VERIFY TYPE w/ OWNER.

5. PROVIDE CONCRETE SPLASH BLOCK.

6. PROVIDE 6'-0" H. PRE-MANUFACTURED COLUMN CLADDING BUILT-UP P.T. WD. COLUMN.

7. PROVIDE 16"x 16" CONCRETE PIER; MINIMUM 30" BELOW FINISH GRADE. PROVIDE CAST-IN-PLACE, CORROSION RESISTANT, STEEL BASE CONNECTOR @ 6"x 6" P.T. WOOD COLUMN.

8. PROVIDE 2" x6" WOOD SILL PLATE, PRESSURE TREATED, WITH ANCHOR BOLT SPACED MINIMUM 16" O.C. ANCHOR BOLT TO EMBED A MINIMUM 7" INTO FOUNDATION WALL. A NEOPRENE PAD SHALL SEPARATE THE TOP OF CONCRETE FOUNDATION WALL AND P.T. WOOD SILL PLATE.

9. 8" CONCRETE FOUNDATION WALL. (REFER TO SHEET A100 FOR DETAILS)

10. FAUX COLUMN AT GARAGE CORNERS SHALL BE MADE OF BUILT-UP E.I.F.S.. WALL.

11. 16"x 16" CONCRETE PIER AND FOOTING. T.O. FOOTING, MIN. 30" BELOW FINISH GRADE. PROVIDE (4) #5 REBAR, VERTICAL w/ #3 TIES @ 12" O.C. CAST-IN-PLACE A STEEL COLUMN BASE CONNECTOR TO SUPPORT P.T. 6"x 6" WOOD COLUMN.

12. GAS RANGE: PROVIDE GAS CONNECTION AT GAS RANGE (12A) & ROUTE GAS RANGE EXHAUST DUCT THRU CEILING & RUN EA DUCT PARALLEL w/ SECOND FLOOR TJI FLOOR JOIST. TERMINATE EA DUCT AT EXTERIOR WALL w/ A CORROSION RESISTANT ANGLED VENT DOWN. VERIFY SIZE w/ MECHANICAL CONTRACTOR (12B).

4" 2 1/4"

1/2"

5 1/2" 1/2" 1 1/2"

1' - 2 1/4"

4"2

1/4"

1/2"5

1/2"

1/2"

1 1/2

"

2' - 4"

2' -

4"

1' -

2 1/

4"

1

8

10

1/4"

1/4"

1/4"

5" 6" 5"

1' - 4"

5"6"

5"

1' -

4"

7

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET NUMBER:

PROJECT NUMBER:

SHEET NAME:

REVISIONS

DESCRIPTIONNO. DATE

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T S

ET

(9

5%

SU

BM

ITT

AL

)

Disclaimer:Any reproduction or unauthorized use of this document or any part of this document without the expressed consent of Arckiev, LLC is prohibited.

PROJECT TEAMPROJECT TEAMPROJECT TEAMPROJECT TEAM

PROFESSIONAL ARCHITECT Date

SEAL:

P.O. BOX 1072ST. PETERS, MO 63376314.346.7276CONTACT: KIERAN VAUGHN

ARCKIEV, LLCARCHITECT:

11607 FANCETTA LANEST. LOUIS, MO 63138314.520.6844CONTACT: KUMAR S. VADIVELU

AZACK CONSTRUCTION COMPANYCONSTRUCTION CONTRACTOR:

SUITE 70, 12015 MANCHESTER ROAD ST. LOUIS, MO 63131314.965.6132CONTACT:

ST. LOUIS COUNTY SURVEYING & ENGINEERING, INC.CIVIL ENGINEER:

ST. LOUIS, MO 63131314.965.6132CONTACT: RON ROMACKER

STRUCTURAL ENGINEER:

As indicated

KTV

KTVA101

21.004

FIRST FLOOR PLAN

AN

AN

D &

SU

DH

A R

ESI

DE

NC

E2

3 A

LF

RE

D R

OA

D,

OL

IVE

TT

E,

MIS

SO

UR

I 6

313

2

(PR

IVA

TE

HO

ME

)

09/28/21

1/4" = 1'-0"1

FIRST FLOOR PLAN - CD

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

ENLARGED PLAN DETAIL

1 1/2" = 1'-0"3

ENLARGED PLAN DTL. @ GARAGE CORNER

1 1/2" = 1'-0"4

ENLARGED PLAN @ GARAGE EXTERIOR COLUMNS

1 QAQC REVIEW 10/03/2021

2 PROJECT ISSUE DATE 10/07/2021

DN

OPEN TO FOYER

(BELOW)

OPEN TO FOYER OPEN TO FOYER OPEN TO FOYER OPEN TO FOYER (BELOW)(BELOW)(BELOW)(BELOW)

( ATRIUM)( ATRIUM)( ATRIUM)( ATRIUM)

BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4 BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2

W.I.C.W.I.C.W.I.C.W.I.C.


BATH BATH BATH BATH ---- 3333


BEDROOM SUITE BEDROOM SUITE BEDROOM SUITE BEDROOM SUITE ---- AREA BAREA BAREA BAREA B


MEDIA ROOMMEDIA ROOMMEDIA ROOMMEDIA ROOM

LOFTLOFTLOFTLOFT

5' -

0"

50' -

5"

0"

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

6' -

4 1/

2"6'

- 0

"8

' - 0

"8

' - 0

"5'

- 6

"10

' - 10

"4'

- 11

1/2"

9"

10' -

10"

5' -

8 1/

2"7'

- 8

"5'

- 6

"7'

- 11

"6'

- 3

"6'

- 6

1/2"

665"

GARAGE (BELOW)

GARAGE (BELOW)

WOOD HAND RAILING (TYP.)

RAILING

ø 20' - 0"

DN DN

16R

@ 7

1/2" =

10'-0

" 16R @ 7 1/2" = 10'-0"

9' -

0 1/

2"3'

- 0

"7'

- 11

"18

' - 10

1/2"

10' -

1"9"


WET BAR

55' -

5"

FRONT PORCH(BELOW)

TWOTWOTWOTWO----STORY GREAT ROOMSTORY GREAT ROOMSTORY GREAT ROOMSTORY GREAT ROOM

ARCHED OPNG.

VANITY & BASE CABINET

BEDROOM SUITE BEDROOM SUITE BEDROOM SUITE BEDROOM SUITE ---- AREA AAREA AAREA AAREA A

16' - 0" 22' - 5" 16' - 0"

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

15' - 7 1/2"

4 1/2"

10' - 5 1/2" 10' - 5 1/2" 3' - 4 1/2"

7 1/2"

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

21' - 3" 5' - 9" 5' - 9" 3' - 0" 1' - 11"

3' - 6"

1' - 9" 8' - 0" 2' - 7"

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

RAILING

0"50

' - 5

"5'

- 0

"

P3

P3P5

P9

P5

P3

P3

P3

P3

P9

P2

P2

P3

P3

P3

P5

P8

P3

P9

1

A300

2

A300

C C

C C

C

C

C

CC

E E

KK

TRAY CEILING

F

BALCONY

F

33 3/

4"

P9

P4

P3

54' - 5"

C7 C8

SDCMD

SD

SDCMD

SD

SDCMD

SD

TRUS

S GI

RDER

(R

EFER

TO

FRAM

ING

PLAN

S)

SDCMD

BALCONY

4' - 8"

BALCONY

4' - 8"

3' - 0" 12' - 0"

BALCONY

3' - 0"12' - 0"

TRUS

S GI

RDER

(R

EFER

TO

FRAM

ING

PLAN

S)

6"

A5005

P8 P8

P3

PULL LADDERATTIC ACCESSDOOR

A400

5

C27C28

C29 C30 C31 C32 C33 C34

RAILING

GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES ---- FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:A. CONTRACTOR SHALL VERIFY ALL CONDITIONS & DIMENSIONS AT SITE BEFORE BEGINNING

CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER FOR JUSTIFICATION AND/ OR CORRECTION BEFORE PROCEEDING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED.

B. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.

C. CONTRACTOR SHALL ENSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.

D. IF BACKFILL EXCEED 4" AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.

E. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE.

F. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS & SHOULD BE SUPPORTED WITH PROPER BASE PLATE CONNECTION AT FLOOR LEVELS BEARING POINT DESIGNED TO CARRY THE LOAD. VERIFY WITH STRUCTURAL ENGINEER.

G. ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED.

H. ALL SMOKE DETECTORS ARE AC POWERED w/ BATTERY BACKUP & INTERCONNECTED.

I. ALL ELECTRICAL RECEPTACLES IN GARAGE, ADJACENT TO SINKS, & ON EXTERIOR WALLS TO BE GFI.

J. ALL INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STUD TO FACE OF STUD. SEE WALL PARTITION TYPES FOR WALL CONSTRUCTION.

K. ALL DOOR FRAME STUDS SHOULD BE LOCATED 4" MIN. FROM NEAREST FINISH WALL.

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET NUMBER:

PROJECT NUMBER:

SHEET NAME:

REVISIONS

DESCRIPTIONNO. DATE

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T S

ET

(9

5%

SU

BM

ITT

AL

)




SEAL:









As indicated

KTV

KTVA102

21.004

SECOND FLOOR PLAN

AN

AN

D &

SU

DH

A R

ESI

DE

NC

E2

3 A

LF

RE

D R

OA

D,

OL

IVE

TT

E,

MIS

SO

UR

I 6

313

2

(PR

IVA

TE

HO

ME

)

09/28/21

1/4" = 1'-0"1

SECOND FLOOR



BALCONY BALCONY

16

6

6 6

22

22

2

22

2

4

4 (TYP.)

4

4 (TYP.)

6

6

22

2

2 2

2

4 (TYP.)

33

(TYP.)(TYP.)

4

3(AT LOWER ROOFWALL INTERSECTION)

3 (AT LOWER ROOFWALL INTERSECTION)

3 (AT LOWER ROOFWALL INTERSECTION)

3(AT LOWER ROOFWALL INTERSECTION)

1

1 (TYP.)

(TYP.)

1' -

2"

7 (TYP.)

3

4

(TYP.)

ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ---- KEYED NOTES:KEYED NOTES:KEYED NOTES:KEYED NOTES:1. PROVIDE (0'- 13 1/4" x 0'- 9 3/4") SPANISH CLAY TILE ROOFING WITH 1/2" BUTT THICKNESS. EACH

TILE TO HAVE END CLOSURE. LAY TILE OVER 3/4" EXTERIOR GRADE PLYWOOD ROOF SHEATHING. PROVIDE MINIMUM 30# BUILDING FELT OVER PLYWOOD ROOF SHEATHING AND NON-CORROSIVE COPPER NAILS WILL BE USED FOR FASTENERS.

2. AT ROOF EAVE PROVIDE: MINIMUM 5"D. x 4"H. PRE-FINISHED METAL GUTTER. & 4"W. PRE-FINISHED METAL DOWNSPOUT ATTACHED TO P.T. 1"x FASCIA BOARD. ALSO AT RAKES PROVIDE NON-CORROSIVE FLASHING W/ AN ICE & WATER SHIELD TO EXTEND 24" FROM BACK OF GUTTER, UP ROOF SLOPE. LAP ICE & WATER SHIELD MIN. OF 2" AT JOINTS OR PER MANUF. RECOMMENDATIONS.

3. ALL ROOF VALLEYS AND ROOF INTERSECTIONS AT WALL SHALL BE PROVIDED WITH NON-CORROSIVE MTL. FLASHING. THIS OCCURS AT SLOPED EDGE OF ROOF/ WALL INTERSECTIONS & LEVEL EDGE OF ROOF/ WALL INTERSECTIONS.

4. PROVIDE SPANISH CLAY TILE RIDGE. (REFER TO DTL. 2/A103)

5. PROVIDE SPANISH CLAY TILE EAVE FASCIA.

6. PROVIDE PRE-FINISHED METAL ARCHITECTURAL RAILING AT BALCONY.

7. PROVIDE COPPER ATTIC VENTS & SEALANT ON UNDERSIDE. ATTACH w/ COPPER NAILS ON ENDS AND MIDDLE, BOTH SIDES. APPLY MEMBRANE ANT MASTIC FLASHING. REFER TO DETAIL 5/A103 FOR DESIGN INTENT.

GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES ---- ROOF PLAN:ROOF PLAN:ROOF PLAN:ROOF PLAN:A. SPANISH CLAY TILE ROOFING WEIGHT BASIS OF DESIGN IS 900 POUNDS PER SQUARE.

STRUCTURAL ENGINEER TO VERIFY WITH CONTRACTOR FINAL PRODUCT SELECTION AND WEIGHT. ALL LOAD BEARING WALLS TO BE DESIGNED TO CARRY LOADS THRU ALL LEVELS & TERMINATE AT FOUNDATION & BE SUPPORTED BY FOOTING DESIGNED TO CARRY LOAD.

B. SPANISH CLAY TILE ROOF SLOPE SHALL BE A MINIMUM OF 4" PER FOOT.

C. ALL COPPER NAILING MUST COMPLY WITH THE APPENDIX IN BUILDING CODE.

D. PROVIDE VENTILATED SOFFITS AT EAVES AND PROVIDE ATTIC VENTS AT ROOF SURFACE FOR PROPER ATTIC VENTILATION. (REFER TO SHEET A103)

PROVIDE STRINGER AT RIDGE. REFER TO CLAY TILE MANUFACTURER RECOMMENDATIONS

3/4"

2"x P.T. ROOF FRAMING

SPANISH CLAY TILE CIRCULAR COVER. REFER TO MANUFACTURER FOR RECOMMENDATIONS

2"x 6" P.T. WOOD RIDGE

#30 FELT UNDERLAYMENT

PROVIDE CEMENT

1

4

3/4"

PROVIDE COPPER GUTTER FORMED FLASHING OF 16 OZ COPPER .

PROVIDE THRU-WALL COPPER FLASHING REGLET & SEALANT AT 2 1/2" E.I.F.S.. WALL. (REFER TO E.I.F.S.. MANUF. FOR REGLET RECOMMNENDATIONS)4"

6"

#30 FELT UNDERLAYMENT ON3/4" EXTERIOR GRADE PLYWOOD ROOF SHEATHING

2"x ROOF FRAMING. (REFER TO ROOF FRAMING PLAN)

3/4"

1

3/4"

PROVIDE COPPER COPPER NAILS WILL BE USED FOR FASTNERS.

PROVIDE WOOD NAILER STRIPS@ UNDERSIDE OF TILE ROOFING.

#30 FELT UNDERLAYMENT ON3/4" EXTERIOR GRADE PLYWOOD ROOF SHEATHING

2"x ROOF FRAMING. (REFER TO ROOF FRAMING PLAN)

SPANISH CLAY TILE EAVE COVER OVER 1"x P.T. FASCIA BD.

NOTE: PROVIDE END CLOSURE AT EACH TILE.

1

COPPER ATTIC VENT COVER

COPPER ATTIC VENT w/ CORROSION RESISTANT SCREEN

1' -

2"

6"

COPPER ATTIC VENT

COPPER ATTIC VENT COVER

NOTE: SEE FINAL PRODUCT SELECTION FOR DIMENSIONS

COPPER NAILING

1

2

INSTALL DRIP EDGE PERMANUF. RECOMMENDATIONS

CAULK PER MANUF. RECOMMENDATIONS

PROVIDE CORROSIVE RESISTANT STEP FLASHING EXTENDING A MIN. 6" UP ROOF. INSTALL E.I.F.S. MANUF. RECOMMENDATIONS.

PROVIDE 2" GAP FROM BOT. OF E.I.F.S. WALL SYSTEM AND ROOF

INSTALL DIVERTER FLASHING PERMANUF. RECOMMENDATIONS

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET NUMBER:

PROJECT NUMBER:

SHEET NAME:

REVISIONS

DESCRIPTIONNO. DATE

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T S

ET

(9

5%

SU

BM

ITT

AL

)




SEAL:









As indicated

KTV

KTVA103

21.004

ROOF PLAN

AN

AN

D &

SU

DH

A R

ESI

DE

NC

E2

3 A

LF

RE

D R

OA

D,

OL

IVE

TT

E,

MIS

SO

UR

I 6

313

2

(PR

IVA

TE

HO

ME

)

09/28/21

1/4" = 1'-0"1

ROOF PLAN

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

ROOF DETAIL @ RIDGE VENT1 1/2" = 1'-0"

3ROOF DETAIL @ BLDG WALL & ROOF INTERSECTION

1 1/2" = 1'-0"4

ROOF DETAIL @ RAKE1 1/2" = 1'-0"

5ROOF DETAIL @ ATTIC VENT

1 1/2" = 1'-0"6

FLASHING @ VERTICAL E.I.F.S. WALL & ROOF INTERSECTION (TYP.)



FIRST FLOOR0' - 0"

TRUSS BRG.19' - 0"

SECOND FLOOR10' - 0"

GARAGE TRUSS BRG.8' - 0"

1

A300

W4

W3 W3

W3 W3

W4W4 W4

W4W4W4W5 W5

W2 W2

1 (TYP.)

2 (TYP.)

3 (TYP.)

3 (TYP.)

126

126

127

127

127

4

(TYP.)

5 (TYP.)

6

(TYP.)

7 (TYP.)

7

(TYP.)

13' -

2 1/

4"9'

- 0

"2'

- 0

"8

' - 0

"

9 (TYP.)

W5 W5

17

17

11' -

6"

13' -

3 3

/4"

17

126

126

17

12 (TYP.)

(T2) (T2)(T2)(T3) (T3)

(T4) (T4)(T1)

6

A301

126

126

12612

6

FIRST FLOOR0' - 0"

TRUSS BRG.19' - 0"



2

A300

W6W6 W6

W8

W6 W6W6

W6W6

126

125

127

1 (TYP.)

2 (TYP.)

3 (TYP.)

4 (TYP.)

5

(TYP.)6

7

E.J.

E.J.

1

A301

6' -

2 1/

4"9'

- 0

"2'

- 0

"8

' - 0

"

(TYP.)13

3

A302

GGWWW

12A

KEYED NOTES KEYED NOTES KEYED NOTES KEYED NOTES ---- EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:1. PROVIDE (0'- 13 1/4" x 0'- 9 3/4") SPANISH CLAY TILE ROOFING WITH 1/2" BUTT THICKNESS. LAY

TILE OVER 3/4" EXTERIOR GRADE PLYWOOD ROOF SHEATHING. PROVIDE MINIMUM 30lb. -45 lb. FELT OVER PLYWOOD ROOF SHEATHING AND NON-CORROSIVE COPPER NAILS WILL BE USED FOR FASTENERS.

2. PROVIDE CLAY RIDGE TILE.

3. PROVIDE 2 1/2" E.I.F.S.. WALL SYSTEM ON PRESSURE TREATED 2"x 6" WOOD FRAMING.

4. PROVIDE PRE-FINISHED METAL ARCHITECTURAL RAILING AT BALCONY. REFER TO CONTRACTOR OR OWNER FOR MANUFACTURER.


6. E.I.F.S. BUILT-UP KEYSTONE & ARCHED E.I.F.S.. TRIM. (COLOR: T.B.D.).

7. E.I.F.S. BUILT-UP KEYSTONE & LINEAR E.I.F.S.. TRIM. (COLOR: T.B.D.).

8. PROVIDE 6'-9" H. PRE-MANUFACTURED DECORATIVE COLUMN.

9. PROVIDE WALL MOUNTED EXTERIOR LIGHTING (COLOR: GLOSS BLACK) w/ ELECTRIC FLICKERING FLAME (TYP.)

10. PROVIDE EXTERIOR HANGING LIGHT & CHAIN AND MOUNT TO PORCH HIGH CEILING.

11. PROVIDE DOOR BELL WITH LED PUSH BUTTON.

12. PROVIDE MASONRY SPLASH BLOCK (TYP.)

13. PROVIDE 4"W. PRE-FINISHED METAL DOWNSPOUT AND 5"D. x 4"H. PRE-FINISHED METAL GUTTER. INSERT PIPE SLEEVE AT E.I.F.S. WALL SYSTEM PRIOR TO INSTALLING DOWNSPOUT STRAPS. ADD SEALANT IN PIPE SLEEVE PRIOR TO SCREWING CORROSIVE RESISTANT SCREW AND SEALANT BETWEEN SYSTEM & STRAP. (REFER TO E.I.F.S. MANUF. RECOMMENDATIONS).

14. PROVIDE EXPANSION JOINT AT E.I.F.S. WALL SYSTEM. EXPANSION JOINT WILL BE PROVIDED AT...

15. PROVIDE EXTERIOR WALL PACK LIGHTING.


17. PROVIDE 1" VERTICAL REVEAL AT E.I.F.S. FACE.

18. GAS RANGE: PROVIDE GAS CONNECTION AT GAS RANGE (12A), VERIFY SIZE w/ MECHANICAL CONTRACTOR. ALSO, ROUTE GAS RANGE EXHAUST DUCT THRU CEILING. RUN EXHAUST AIR DUCT PARALLEL & BETWEEN THE 16" O.C. SECOND FLOOR JOIST. TERMINATE EXHAUST AIR DUCT THRU EXTERIOR WALL w/ A CORROSION RESISTANT ANGLED MESHED VENT DOWN. VERIFY SIZE w/ MECHANICAL CONTRACTOR (12B).

GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES ---- EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:A. EXPANSION JOINTS: PROVIDE A MINIMUM 3/4" EXPANSION JOINTS AT EACH FLOOR LINE AND

WHEN THE E.I.F.S.. SYSTEM TERMINATES AGAINST A DISSIMILAR MATERIAL.

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

6' - 0"

7"

5 1/4"R 1

0' - 5

"

R 1

1' - 2

"

4"

1" 1" 2"

1"

16 1/

2"

4 1/

2"9"

1"2"

R 1

1' -

3"

R 1

1' -

5"

4"

1"

15 3

/4"

3 3/

4"1"

8"

1"2"

8"

R 1

1' - 2

"

R 1

1' -

3"

R 1

1' -

5"

1" 6 1/4" 1"R 1

0' - 5

"

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

4' - 11 3/4"

1" 1" 2"

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

7' - 9 3/4"

7"

1" 5 1/4" 1"

1' -

0"

10"3"

4"

1" 3"

1" 1 1/2"

R 1

1' -

3"

R 1

1' -

5"

R 1

1' -

5"

R 1

1' -

3"

R 1

1' - 2

"

R 1

0' - 5

"

1" 5 1/4" 1"

7"

3' - 0 3/4"

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

4"

1" 1" 2"

1 1/2"

1' -

1"

2"1"

5 1/

4"

3 3/

4"1" (T1)(T2)(T4) (T3)

NOTE: SHADED COLORS OF GREY ARE FOR GRAPHICAL PURPOSE ONLY.

FIRST FLOOR0' - 0"


(T1)

1"1' - 3"1' - 1"5' - 5"1' - 1"1' - 3"1"

10' - 3"

1' -

2"

(CRO

WN)

1' -

6"6'

- 9

"

A1A1

A

W1

1717

9

10

11

8

(TYP.)

(TYP.)

3

9

A301

Sim

12

A301

Sim

FIRST FLOOR0' - 0"



T2

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

2' -

5 3

/4"

10 1/

4"6'

- 0

"

5 5

W3W3

W2

9' -

4"

8' - 5"

33

3

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET NUMBER:

PROJECT NUMBER:

SHEET NAME:

REVISIONS

DESCRIPTIONNO. DATE

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T S

ET

(9

5%

SU

BM

ITT

AL

)




SEAL:









As indicated

KTV

KTVA200

21.004

EXTERIOR ELEVATIONS

AN

AN

D &

SU

DH

A R

ESI

DE

NC

E2

3 A

LF

RE

D R

OA

D,

OL

IVE

TT

E,

MIS

SO

UR

I 6

313

2

(PR

IVA

TE

HO

ME

)

09/28/21

1/4" = 1'-0"1

EAST EXTERIOR ELEVATION

1/4" = 1'-0"2

NORTH EXTERIOR ELEVATION

1" = 1'-0"5

E.F.I.S. EXTERIOR WINDOW TRIM DETAILS

1/2" = 1'-0"3

EXTERIOR ELEVATION @ FRONT ENTRY

1/2" = 1'-0"4

EXTERIOR ELEVATION @ GARAGE EAST FACADE(BOTH GARAGES SIM.)



FIRST FLOOR0' - 0"

TRUSS BRG.19' - 0"



1

A300

W6

W8

W6W6

W6W6W6

W6

W6W6W6 FF W7

126

125 12

6

126

1 (TYP.)

2 (TYP.)

3 (TYP.)

4

(TYP.)

8' -

0"

2' -

0"

9' -

0"

E.J.

E.J.

15

126

126

16

FIRST FLOOR0' - 0"

TRUSS BRG.19' - 0"



2

A300

W3

W6

W6W6W6

W6 W6

D

126

127

125

1 (TYP.)

2 (TYP.)

3 (TYP.)

4

6

7

5

9' -

0"

2' -

0"

8' -

0"

E.J.

E.J.

1

A301

16

1

A302

Sim 3

A302

12B

KEYED NOTES KEYED NOTES KEYED NOTES KEYED NOTES ---- EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:1. PROVIDE (0'- 13 1/4" x 0'- 9 3/4") SPANISH CLAY TILE ROOFING WITH 1/2" BUTT THICKNESS. LAY

TILE OVER 3/4" EXTERIOR GRADE PLYWOOD ROOF SHEATHING. PROVIDE MINIMUM 30lb. -45 lb. FELT OVER PLYWOOD ROOF SHEATHING AND NON-CORROSIVE COPPER NAILS WILL BE USED FOR FASTENERS.

2. PROVIDE CLAY RIDGE TILE.

3. PROVIDE 2 1/2" E.I.F.S.. WALL SYSTEM ON PRESSURE TREATED 2"x 6" WOOD FRAMING.

4. PROVIDE PRE-FINISHED METAL ARCHITECTURAL RAILING AT BALCONY. REFER TO CONTRACTOR OR OWNER FOR MANUFACTURER.


6. E.I.F.S. BUILT-UP KEYSTONE & ARCHED E.I.F.S.. TRIM. (COLOR: T.B.D.).

7. E.I.F.S. BUILT-UP KEYSTONE & LINEAR E.I.F.S.. TRIM. (COLOR: T.B.D.).

8. PROVIDE 6'-9" H. PRE-MANUFACTURED DECORATIVE COLUMN.

9. PROVIDE WALL MOUNTED EXTERIOR LIGHTING (COLOR: GLOSS BLACK) w/ ELECTRIC FLICKERING FLAME (TYP.)

10. PROVIDE EXTERIOR HANGING LIGHT & CHAIN AND MOUNT TO PORCH HIGH CEILING.

11. PROVIDE DOOR BELL WITH LED PUSH BUTTON.

12. PROVIDE MASONRY SPLASH BLOCK (TYP.)

13. PROVIDE 4"W. PRE-FINISHED METAL DOWNSPOUT AND 5"D. x 4"H. PRE-FINISHED METAL GUTTER. INSERT PIPE SLEEVE AT E.I.F.S. WALL SYSTEM PRIOR TO INSTALLING DOWNSPOUT STRAPS. ADD SEALANT IN PIPE SLEEVE PRIOR TO SCREWING CORROSIVE RESISTANT SCREW AND SEALANT BETWEEN SYSTEM & STRAP. (REFER TO E.I.F.S. MANUF. RECOMMENDATIONS).

14. PROVIDE EXPANSION JOINT AT E.I.F.S. WALL SYSTEM. EXPANSION JOINT WILL BE PROVIDED AT...

15. PROVIDE EXTERIOR WALL PACK LIGHTING.


17. PROVIDE 1" VERTICAL REVEAL AT E.I.F.S. FACE.

18. GAS RANGE: PROVIDE GAS CONNECTION AT GAS RANGE (12A), VERIFY SIZE w/ MECHANICAL CONTRACTOR. ALSO, ROUTE GAS RANGE EXHAUST DUCT THRU CEILING. RUN EXHAUST AIR DUCT PARALLEL & BETWEEN THE 16" O.C. SECOND FLOOR JOIST. TERMINATE EXHAUST AIR DUCT THRU EXTERIOR WALL w/ A CORROSION RESISTANT ANGLED MESHED VENT DOWN. VERIFY SIZE w/ MECHANICAL CONTRACTOR (12B).

GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES ---- EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:EXTERIOR ELEVATION:A. EXPANSION JOINTS: PROVIDE A MINIMUM 3/4" EXPANSION JOINTS AT EACH FLOOR LINE AND

WHEN THE E.I.F.S.. SYSTEM TERMINATES AGAINST A DISSIMILAR MATERIAL.

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET NUMBER:

PROJECT NUMBER:

SHEET NAME:

REVISIONS

DESCRIPTIONNO. DATE

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T S

ET

(9

5%

SU

BM

ITT

AL

)




SEAL:









As indicated

KTV

KTVA201

21.004

EXTERIOR ELEVATIONS

AN

AN

D &

SU

DH

A R

ESI

DE

NC

E2

3 A

LF

RE

D R

OA

D,

OL

IVE

TT

E,

MIS

SO

UR

I 6

313

2

(PR

IVA

TE

HO

ME

)

09/28/21

1/4" = 1'-0"1

WEST EXTERIOR ELEVATION

1/4" = 1'-0"2

SOUTH EXTERIOR ELEVATION1 QAQC REVIEW 10/03/2021


anand & sudha residence

Documents