This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
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)
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"
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
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.
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.)
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.
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