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.
W.I.C.W.I.C.W.I.C.W.I.C.
BATH BATH BATH BATH ---- 3333
BATH BATH BATH BATH ---- 2222
BEDROOM SUITE BEDROOM SUITE BEDROOM SUITE BEDROOM SUITE ---- AREA BAREA BAREA BAREA B
BATH BATH BATH BATH ---- 4444
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"
W.I.C.W.I.C.W.I.C.W.I.C.
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
)
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
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
1 QAQC REVIEW 10/03/2021
2 PROJECT ISSUE DATE 10/07/2021
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
)
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
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.)
1 QAQC REVIEW 10/03/2021
2 PROJECT ISSUE DATE 10/07/2021
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"
SECOND FLOOR10' - 0"
GARAGE TRUSS BRG.8' - 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.
5. PROVIDE 6'-0" H. PRE-MANUFACTURED COLUMN CLADDING BUILT-UP P.T. WD. COLUMN.
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.
16. PROVIDE PLUMBING LINE FOR OUTDOOR, FREEZE PROTECTED HOSE BIB.
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"
SECOND FLOOR10' - 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"
SECOND FLOOR10' - 0"
GARAGE TRUSS BRG.8' - 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
)
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
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.)
1 QAQC REVIEW 10/03/2021
2 PROJECT ISSUE DATE 10/07/2021
FIRST FLOOR0' - 0"
TRUSS BRG.19' - 0"
SECOND FLOOR10' - 0"
GARAGE TRUSS BRG.8' - 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"
SECOND FLOOR10' - 0"
GARAGE TRUSS BRG.8' - 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.
5. PROVIDE 6'-0" H. PRE-MANUFACTURED COLUMN CLADDING BUILT-UP P.T. WD. COLUMN.
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.
16. PROVIDE PLUMBING LINE FOR OUTDOOR, FREEZE PROTECTED HOSE BIB.
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
)
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
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
2 PROJECT ISSUE DATE 10/07/2021
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