THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
OWNER: JOHN AND TONA ALDERMAN
GENERAL NOTES:
CUSTOMER REVIEWED AND APPROVED PLANS
CUSTOMER SIGNATURE:______________________________
CUSTOMER SIGNATURE:______________________________
CONTRACTOR SIGNATURE:_____________________________
DATE:__________________________________________
ANY REQUESTED CHANGES TO PLAN AFTER THIS DATE MAY
REQUIRE A DESIGN FEE
*SELECTIONS ITEMS SHOWN ON PLAN ARE FOR
REPRESENTATION ONLY.
PRODUCT MAY VERY BASED ON SELECTIONS AND/OR BUDGET
THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE
RESIDENTIAL PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE
CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED
SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK
SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES.
CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE,
ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE
THROUGHOUT THE DURATION OF THE BUILDING PROJECT.
WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR
CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF
DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE
INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL
DIMENSIONS (INCLUDING ROUGH OPENINGS).
ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY.
PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.
PROJECT:
ADDRESS:
NEW BUILT
184 N. RIVER DR, CROSSVILLE, TN 38572
LEGAL: 184 N RIVER DR , CROSSVILLE, TN.
FIRE DISTRICT
WATER/SEWER:
STORM WATER PERMIT:
BUILDING PERMIT:
DESIGNER:
DESIGN CONSULTANT:
BUILDER:
ENGINEERING:
COVER PAGE
GENERAL NOTES & SPECIFICATION
SCHEDULES
SITE PLAN
FOUNDATION PLAN
FLOOR PLAN
ROOF PLAN
ELEVATION PLAN
ELEVATION PLAN
FLOOR FRAMING
GARAGE UPPER FLOOR FRAMING
ROOF FRAMING PLAN
SECTION VIEW
BUILDING SECTION VIEW
184 N. RIVER RD
CROSSVILLE, TN 38572
Project Overview Edited
PLAN INDEX
PAGE TITLE:
FOR ILLUSTRATION ONLY
JONATHAN AND TONA ALDERMAN
NEW HOME PLANS FOR:
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
DRAWN BY:
EVERETT E.
EVERETT ELKINS
DATE:
7/21/2021
SCALE:
SEE PAGE
SHEET #:
1
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
PROJECT TEAM:
CONTRACTOR:
MECHANICAL
ELECTRICAL
PLUMBING
BIDDER DESIGNED
BIDDER DESIGNED
BIDDER DESIGNED
PROJECT DATA:
PROJECT
ADDRESS:
LEGAL
DESCRIPTION:
184 N. RIVER RD
CROSSVILLE,TN 38572
184 N. RIVER RD
CROSSVILLE, TN 38572
EVERETT ELKINS
COUTRY CLASSIC HOME DESIGNS
CROSSVILLE, TN 38555
(931)-210-4020
JONATHAN AND TONA ALDERMAN
DESIGNER:
JOHN AND TONA ALDERMAN
184 N. RIVER RD
CROSSVILLE, TN. 38572
NEW HOME PLANS FOR:
OWNER:
184 N. RIVER RD
CROSSVILLE,TN 38572
PAGE TITLE:
LOT AREA:
BUILDING DATA:
CODES:
USE:
OCCUPANCY:
TYPE OF
CONSTRUCTION:
BUILDING SQUARE
FOOTAGE
IRC BUILDING CODE 2012 ED.
SITE PLANE
TAX PARCEL
NUMBER:
ZONING:
SINGLE FAMILY RESIDENTIAL
R-3
TYPE V-B, UNSPRINKLERED
RESIDENCE 1344 S.F.
BASEMENT 1344 S.F.
NON-HEATED
COVER DECK
797 S.F
DRAWN BY:
EVERETT E.
DATE:
SITE PLAN NOTES:
SITE PLAN
1" = 20'
SITE SURVEY TO VERIFY PIN LOCATIONS
AND HOME LOCATION PRIOR TO
EXCAVATION. CONTRACTOR TO VERIFY
LOCATION OF ALL EXISTING UTILITIES. ALL
FINISH GRADES SHALL BE SMOOTH AND
UNIFORM
ENERGY CODE:
2012 WSEC
VENTILATION CODE:
2012 WSVC
7/21/2021
SCALE:
SEE PAGE
SHEET #:
VICINITY MAP
1" = 30'
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
2
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
1
2
FOUNDATION NOTES
THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL
SHALL BE 9 SQUARE FEET (0.9M2), WITH A MINIMUM
HORIZONTAL PROJECTION AND WIDTH OF 36" (914 MM). THE
AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY
ESCAPE AND RESCUE OPENING TO BE FULL OPENED.
DAMPPROOFING, WHERE REQ.,INSTALLED WITH MATERIALS
AND AS REQ. BY SECT. R406.1(IRC
INSULATION
MEMBRANE
FINISH FLOOR & TRIM
SHEATHING
WOOD SUB-FLOOR
2X FRAMING MEMBER
7
FINISH SIDING
2X FLOOR JOISTS
3
FLOOR BEAM 1 1/2"X7 1/4"X560" 1 1/2" X7 1/4" LVL BEAM
4
22" DIA CONC. PADS 12" DEEP MIN.
2X RIM JOIST
2X SILL
1/2" DRYWALL
6X6 POSTS W / SIMPSON POST
BASE & CAPS PER DETAIL.
5
2"X6" P.T. (DOUG FIR) SILL PLATE W/ SILL SEAL
7
DECK BEAM LVL 1 1/2"X9 1/4"
8
BEAM POCKETS W/ MIN 3" BEARING W/ STEEL BEARING PLATE
9
24"SQ X 12"D FOOTING PADS. TYPICAL ALL LOCATIONS U.N.O.
2x TREATED BOTTOM PLATE
7
A
A4
8" POURED CONCRETE FOUNDATION WALL
24" HORZ/48" VERT #4 REBAR
1/2" X 10" MIN. ANCHOR BOLTS @ 72"O.C.
MIN. 12" FROM ALL CORNERS
W/ 2" RIGID
INSULATION (R-10)
18'-6"
16" X 8 "MIN POURED CONCRETE FOOTINGS
2-#4 REBAR CONTINUOUS IN FOOTING
CBSQ COLUMN BASE
INSTALLS WITH STRONG-DRIVE SDS WOOD SCREWS AND
FEATURES A 1" STANDOFF. HOT-DIP GALVANIZED COATING
RECOMMENDED.
6
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
CAST-IN-PLACE ANCHOR BOLT
C
L
8'-9 1/4"
CONCRETE SLAB
VAPOR BARRIER
REINFORCING STEEL AS REQUIRED
2
29'-6"
4" GRAVEL BASE
7
6
28'-0 1/8"
DRAINAGE SYSTEM
13'-4"
16" X 8 "MIN POURED CONCRETE FOOTINGS
2-#4 REBAR CONTINUOUS IN FOOTING
B
A-4
FOUNDATION SECTION VIEW (2X6 STUD WALL)
SCALE: 1/2" = 1'
9'-1"
2"X6" EXTERIOR WALLS (TYP).
SPF #2 OR BTR STUDS
FRAMED AT 16" O.C. MIN.
2 x TREATED MUDSILL
7
INTERIOR FINISH
FINISH FLOOR & TRIM
WOOD SUBFLOOR
INSULATION
SHEATHING /SIDING
6
2x RIM JOIST
W02
1
8
9
19'-7"
SILL SEAL
CAST IN PLACE ANCHOR BOLT
3'
3
2x TOP PLATE
2x WALL STUDS
INSULATION
VAPOR BARRIER
5
EXCAVATED BASEMENT
2
DRAINAGE SYSTEM
16" X 8 "MIN POURED CONCRETE FOOTINGS
2-#4 REBAR CONTINUOUS IN FOOTING
2"X6" EXTERIOR WALLS (TYP).
SPF #2 OR BTR STUDS
FRAMED AT 16" O.C. MIN.
A
A-4
FOUNDATION SECTION VIEW
VAPOR BARRIER
4" GRAVEL BASE
SCALE: 1/2" = 1'
7'-8 1/2"
UP
1
1
1
ALIGN WITH TOP OF
EXISTING RIM JOIST
7
1"
C
L
7
7
5
8"
7/
6'-11"
11
'11
C
A-4
8'
7
4
C
L
7
6"
W02
B
A-4
MIN.
W02
1" 2" MIN
W01
C
L
MIN.
C
L
9'-7 7/8"
C
L
3/8" DIA x 6" LAG BOLT
& WASHERS (TYP)
3"
3"
6"
3"
3"
6"
18 GA. GALV. METAL
HANGER (TYP)
LEDGER SAME SIZE AS
JOISTS (TYP)
NOTE: FOR JOISTS SPANS LESS THAN 10', LEDGER CAN BE ATTACHED
TO RIM JOISTS W/ SINGLE ROW 3/8" DIA x 6" LAG BOLTS & WASHERS
SPACED @ 6" O.C. TYPICAL
ALL FASTENERS, NAILS, BOLTS, SCREWS, ETC, MUST BE CORROSION
RESISTANT.
ALL LUMBER TO BE CEDAR OR PRESSURE TREATED (TYP)
7
C
L
10'-6 3/4"
C
A-4
TYP.LEDGER DETAIL (NEW)
18'-4"
26'-4"
34'-4"
42'-4"
184 N. RIVER RD
CROSSVILLE, TN 38572
SIDING-6
CONCRETE FOOTING
JONATHAN AND TONA ALDERMAN
11'-8"
INTERIOR-6
C
L
NEW HOME PLANS FOR:
8" CONCRETE STEM WALL
REINFORCED STEEL AS REQUIRED
7
T
WALL SCHEDULE
WALL TYPE
CONCRETE FOUNDATION WALL
4
9'-7 1/4"
2D SYMBOL
4" CONCRETE SLAB FLOOR ON 4" CRUSHED
STONE OR PEA GRAVEL BASE COMPACTED
TO 2000PSI. 6"X6",#10/#10 W.W.M., STAKED.
6MIL MI. VAPOR BARRIER, JOINTS LAPPED
NOT LESS THAN 6".
DRYWALL
2x TREATED BOTTOM PLATE
CONCRETE SLAB
REINFORCED STEEL AS REQUIRED
49'-9 1/4"
C
L
C
L
FOUNDATION PLAN 1/4" = 1FT
C
L
C
L
FOUNDATION NOTES
8" CONC. STEM WALL W/ #4 VERTS @18" O/C W/ STD 90° HOOK INTO FTG. & #4 HORIZ. @ 12" 0/C
1. FOUNDATIONS TO BEAR A MINIMUM OF 24” BELOW FINISH GRADE
2. ALL ANCHOR BOLTS TO BE 5/8” DIA X 10 @ 32” O/C UNO.
3. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60.
4. ALL REINFORCING STEEL TO OVERLAP A MINIMUM OF 24” FOR SPLICES.
5. PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL.
6. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 26 DAYS. MAXIMUM AGGREGATE SIZE IS
1”. MAXIMUM AIR ENTRAINMENT IS 3%. CEMENT SHOULD BE TYPE 1 OR 2.
7. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF (UBC TYPE 4 SOIL). IF SOIL CONDITIONS VARY FROM THIS, THE PROJECT
ENGINEER MUST BE NOTIFIED. ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL. ALL SLOPES MUST BE STABILIZED.
8. ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTURE DRAINAGE OF SURROUNDING AREA SHALL
ALSO BE PROVIDED TO PREVENT ACCUMULATION OF SOIL AND EROSION OF SOIL NEAR FOOTINGS.
9. UNIFORM SOIL CONDITIONS, MUST BE PROVIDED UNDER SLAB AND FOOTINGS. CUT/FILL OR NON-UNIFORM SOIL
CONDITIONS SHOULD BE EXCAVATED AND REPLACED W/ UNIFORM ENGINEERED FILL MATERIAL TO MINIMIZE DIFFERENTIAL
MOVEMENT.
10. THE TOPS OF FOUNDATION WALLS SHALL EXTEND 6” ABOVE THE ADJACENT FINISH GRADE
11. MINIMUM 18” CLEARANCE FOR WOOD JOIST GIRDERS REQUIRED IN THE CRAWL SPACE UNLESS TREATED WOOD IS USED
THROUGHOUT FLOOR SYSTEM
FOUNDATION PLAN
C
L
PAGE TITLE:
C
L
DRAWN BY:
EVERETT E.
DATE:
7/21/2021
SCALE:
SEE PAGE
SHEET #:
3
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
1
2
3
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
Note Schedule
EGRESS WINDOW (PER IRC R310)
1.MIN. OPENING AREA = %>& SF
EXCEPTION. GRADE FLR OPENING = 5 OSF
2. MIN. OPENING HEIGHT = 24"
3. MIN OPENING WIDTH = 20"
4. MAX SILL HEIGHT ABV F.F. = 44"
110V INTERCONNECT
W/BATTERY BACKUP
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A
POINT DIRECTLY ABOVE THE TOP RISER OF THE
FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST
RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE
RETURNED OR SHALL TERMINATE IN NEWEL POSTS
OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A
WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2"
BETWEEN THE WALL AND THE HANDRAILS.
TYPE I. HANDRAILS WITH A CIRCULAR CROSS
SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT
LEAST 1 1/4" & NOT GREATER THAN 2 INCHES.
EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH.
A
A4
48'
18'-6"
29'-6"
7'-11"
KITCHENETTE
13'-4"
9'-7" X 7'-10"
MECHANICALS & STORAGE
13'-3" X 11'-10"
9'-3"
WH
D03
STORAGE
3'-9" X 11'-10"
W02
LAUNDRY
3'
4'-4"
2
CO/SD
LIVING ROOM
9'-2" X 4'-0"
19'-1" X 26'-5"
9'-2"
CLOSET
9'-0" X 2'-8"
D02
SD
NEW HOME PLANS FOR:
2
11'-8"
BEDROOM
D05
5'
16'-10" X 11'-1"
BATH
9'-9" X 11'-2"
2
CO/SD
3'-6"
3
UP
1
W01
W02
W02
B
A-4
C
A-4
11'-10"
3'
3'-6"
3'-5"
3'-4"
12'
3'
4'-10 1/2"
PAGE TITLE:
3'-0 1/2"
FINSH BASEMENT
D01
D06
184 N. RIVER RD
CROSSVILLE, TN 38572
18'-0" X 2'-8"
2
7'-3"
3'
HALL
CO/SD
JONATHAN AND TONA ALDERMAN
28'
D04
DRAWN BY:
EVERETT E.
DATE:
WALL SCHEDULE
2D SYMBOL
WALL TYPE
7/21/2021
8" CONCRETE STEM WALL
SCALE:
INTERIOR-6
FINISH BASEMENT PLAN 1/4" = 1FT
SEE PAGE
SIDING-6
SHEET #:
4
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
NUMBER QTY SIZE
8'-1 1/2"
W01
W01
W01
W01
W01
W01
W01
W01
4'-6 1/4"
4'-6 1/4"
CL
4'-6 1/4"
CL
CL
WIDTH
DOOR SCHEDULE
THICKNESS HINGE
HEIGHT DESCRIPTION
HANDLE, INTERIOR HANDLE, EXTERIOR DOOR PANELS FIRE 3D PERSPECTIVE
D01
1
21168 L IN 34 7/8 " 80 "
HINGED-DOOR P04
1 3/8"
STANDARD (2) KNOB
KNOB
1+0
D02
4
2668 R IN
30 "
HINGED-DOOR P04
1 3/8"
STANDARD (2) KNOB
KNOB
0+1
D03
1
6668 L/R
77 1/2 " 80 "
4 DR. BIFOLD-LOUVERED
1 3/8"
HIDDEN (4)
D04
2
3068 R EX 36 "
80 "
EXT. HINGED-GLASS PANEL 1 3/4"
STANDARD (3) KNOB
LEVER
0+1
D05
1
3068 R EX 36 "
80 "
EXT. HINGED-DOOR E21
1 3/4"
STANDARD (3) KNOB
LEVER
0+1
D06
1
5868 L/R
4 DR. BIFOLD-LOUVERED
1 3/8"
HIDDEN (4)
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
8'-1 1/4"
CL
UPPER FRONT WINDOW 1/4 in = 1 ft
80 "
B-B
9
UP
2+2
UP
40'-0 1/2"
18'-1"
21'-11 1/2"
CL
CL
DECK
32'-2" X 10'-5"
2'-9 3/4"
LAUNDRY
SINK
VENT
7'-11" X 11'-5"
SD
REF.
5'-11"
110V INTERCONNECT
W/BATTERY BACKUP
11'-10"
DECK
1'-7"
SD
CL
6'-0 1/2"
CL
CL
1'-6 1/2"
7'-1" X 3'-8"
10'-5" X 40'-4"
CO
HALL
11'-5" X 3'-5"
D02
CLOSET
5'-11"
30'
8'-5 1/2"
2'-1"
FOLLOW ROOF LINE FOR TRADITIONAL VAULT CEILING
7:12
D01
D02
D05
D03
DN
COVER WALLS ADJACENT TO TUBS AND SHOWERS
WITH CEMENT BACKBOARD AND NON-ABSORBANT
MATERIAL TO A HEIGHT OF NOT LESS THAN 6'-0"
ABOVE THE FLOOR (PER IRC R307.2) OR USE
FIBERGLASS INSERT UNITS.
G
CL
WIS
MASTER BDRM
11'-10" X 13'-5"
DOUBLE HUNG 6.0
0.3
W02
5
3050DH 36 "
60 "
DOUBLE HUNG 15.0
0.3
W03
2
3050DH 36 "
60 "
DOUBLE HUNG 15.0
0.3
W04
1
4040CU 48 "
48 "
GARDEN
16.0
YES
0.3
W05
1
5030LS 60 "
35 7/8 "
LEFT SLIDING
14.95
YES
0.3
W06
1
9550
MULLED UNIT
46.88
CL
CL
YES
7'-8" X 13'-9"
14'-1 1/2"
16'
FAN/VTOS
FAMILY
15'-7" X 17'6"
C-C
9
W06
S
ES
TL
N
VE
W02
AS
G
CL
L
EP
R
FI
3'-3 1/2"
TOILET
112 1/2 " 60 "
TOTALS:
E
AC
SINK
D04
6'-11 1/2"
8'-8"
36 "
CL
BATH
EGRESS WINDOW (PER IRC R310)
1.MIN. OPENING AREA = %>& SF
EXCEPTION. GRADE FLR
OPENING = 5 OSF
2. MIN. OPENING HEIGHT = 24"
3. MIN OPENING WIDTH = 20"
4. MAX SILL HEIGHT ABV F.F. = 44"
2030DH 24 "
6'-7"
W03
17'-10 1/2"
F2
11
W02
D02
1
0.3
188.83
W01
AA
9
NUMBER QTY SIZE
WIDTH
UPPER FRONT WINDOW SCHEDULE
HEIGHT EGRESS DESCRIPTION AREA, ACTUAL (SQ FT)
TEMPERED U-FACTOR 3D PERSPECTIVE
DECK COVER
39'-1" X 10'-5"
W01
4
3020FX 36 "
24 "
FIXED GLASS
TOTALS:
NUMBER QTY SIZE
WIDTH
6.0
0.3
24.0
UPPER FRONT WINDOW SCHEDULE
HEIGHT EGRESS DESCRIPTION AREA, ACTUAL (SQ FT)
UPPER FLOOR
110V INTERCONNECT
W/BATTERY BACKUP
W01
PAGE TITLE:
4'-10"
RANGE
D02
TEMPERED U-FACTOR 3D PERSPECTIVE
30'
W02
BEDROOM
WINDOW SCHEDULE
HEIGHT EGRESS DESCRIPTION
AREA, ACTUAL (SQ FT)
2 1/4"
KITCHEN
21'-2" X 11'-6"
WIDTH
2 1/4"
DYER
1'-6" 1'-6"
12'-1 1/2"
W02
CLOSET
W03
1'-8" X 6'-3"
D06
1'-6" 1'-6"
7'-3" X 6'-3"
1'-6" 1'-6" 2'-0 1/4" 1'-6" 1'-6"
WASHER
W04
NUMBER QTY SIZE
2+2
184 N. RIVER RD
CROSSVILLE, TN 38572
D04
W05
W02
68 1/2 " 80 "
2'-0 3/4"
AA
9
JONATHAN AND TONA ALDERMAN
13'-3 3/4"
NEW HOME PLANS FOR:
5'-10"
TEMPERED U-FACTOR 3D PERSPECTIVE
DRAWN BY:
W01
10'-2"
2'
CL
12'-2"
2'
6'
4
3020FX 36 "
24 "
FIXED GLASS
6.0
0.3
EVERETT E.
15'-10 1/2"
TOTALS:
CL
8'
4'
40'-0 1/2"
FLOOR PLAN 1/4" = 1FT
15'-10 1/2"
FLOOR PLAN NOTES:
1.ALL EXTERIOR DIMENSIONS ARE TO THE FRAMING OR MAIN LAYER. DIMENSIONS TO
OPENINGS ARE TO THE CENTER FRAMING
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND IS RESPONSIBLE FOR ALL
DIMENSIONS (INCLUDING ROUGH OPENINGS).
DATE:
24.0
7/21/2021
SCALE:
SEE PAGE
2. EXTERIOR WALL ARE 2X6 UNLESS NOTED
3. INTERIOR WALL ARE 2X4 UNLESS NOTED
SHEET #:
5
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
INSTALL CONT. ROOF RIDGE VENT
PER CALCULATIONS & ROOF MANUFACTURES
RECOMMENDATIONS
RIDGE HEIGHT- 27'-6 1/4
FROM GROUND LEVEL
7:12
VAULT CEILING RIDGE HEIGHT
CONTINIOUS METAL GUTTER
OVER FASCIA BOARD PER DETAIL
TIGHTLINE IF REQUIRED
COMPOSITION ASPHALT SHINGLES
15# INTERWOVEN FELT
1/2" PLYWOOD OR O.S.B. SHEATHING
ENGINEERING TRUSSES PER ROOF PLAN
BLOWN IN R-49 INSULATION PER WSEC 2015
1/2" G.W.B.
7:12
3:12
W02
W02
CONTINIOUS METAL GUTTER
OVER FASCIA BOARD PER DETAIL
TIGHTLINE IF REQUIRED
W04
15'
W04
6x6 COLUMN
W06
W06
W06
W06
W06
SIDING PER ELEVATION
60 MIN. BLDG UNDERLAYMENT
7/16" O.S.B. SHEATHING OR EQ.
2X6 HF#2 STUDS @ 16" O.C. UNO
R-21 BATTS PER WSEC 2015 UNO
WDW HDRS MIN. R-10 INSULATION
1/2" G.W.B.
W06
D08
GARDEN WINDOW
CEILING
8"
TOP OF SUB-FLOOR
UPPER FLOOR
6x6 WOOD
POST
8'
D10
W03
GALV ABU44Z SET
IN CONC.
TOP OF SLAB
N.G.
NEW HOME PLANS FOR:
FRONT ELEVATION 1/4" = 1FT
INSTALL CONT. ROOF RIDGE VENT
PER CALCULATIONS & ROOF MANUFACTURES
RECOMMENDATIONS
RIDGE HEIGHT- 27'-6 1/4"
GROUND LEVEL
7:12
COMPOSITION ASPHALT SHINGLES
15# INTERWOVEN FELT
1/2" PLYWOOD OR O.S.B. SHEATHING
ENGINEERING TRUSSES PER ROOF PLAN
BLOWN IN R-49 INSULATION PER WSEC 2015
1/2" G.W.B.
7:12
CONTINIOUS METAL GUTTER
OVER FASCIA BOARD PER DETAIL
TIGHTLINE IF REQUIRED
PAGE TITLE:
3:12
9'-1 1/4"
CEILING
SIDING PER ELEVATION
60 MIN. BLDG UNDERLAYMENT
7/16" O.S.B. SHEATHING OR EQ.
2X6 HF#2 STUDS @ 16" O.C. UNO
R-21 BATTS PER WSEC 2015 UNO
WDW HDRS MIN. R-10 INSULATION
1/2" G.W.B.
6x6 COLUMN
W07
W07
8'
CEILING
8"
TOP OF SUB-FLOOR
GALV ABU44Z SET
IN CONC.
18" DIA CONC. PADS
8" DEEP MIN.
TOP OF SLAB
N.G.
N.G.
8" CONCRETE STEM WALL OVER
16" WIDE BY 8" DEEP CONC. FTG
(SEE DETAILS, TYPICAL)
ELEVATION NOTES:
1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING
2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CHAPTER 10
3. CAULK ALL EXTERIOR JOINTS & PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXT WALL ENVELOPE PER IRC R709.8
5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2 & 2.1
6. PROVIDE WEATHER STRIPPING AT ALL EXT & GARAGE INT DOORS.
7. PROVIDE CONTINOUS GUTTERS & DOWNSPOUTS @ ALL EAVES TYP.
8. ADDRESS OR HOUSE NUMBERS TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET.
9. PROVIDE STAIRWAY ILLUMINATION PER IRC R303.6
10. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND
WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS AND SIMILAR
HORIZONTAL SURFACES EXPOSED TO THE WEATHER.
11. SEE COVERSHEET FOR ADDITIONAL NOTES
ELEVATION
CONTINIOUS METAL GUTTER
OVER FASCIA BOARD PER DETAIL
TIGHTLINE IF REQUIRED
184 N. RIVER RD
CROSSVILLE, TN 38572
TOP OF FOOTING
JONATHAN AND TONA ALDERMAN
N.G.
24" DIA CONC. PADS
8" DEEP MIN.
DRAWN BY:
EVERETT E.
DATE:
7/21/2021
SCALE:
SEE PAGE
BACK ELEVATION 1/4" = 1FT
SHEET #:
6
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
W01
D09
W03
W03
W03
W09
W08
ELEVATION NOTES:
1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING
2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CHAPTER 10
3. CAULK ALL EXTERIOR JOINTS & PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXT WALL ENVELOPE PER IRC R709.8
5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2 & 2.1
6. PROVIDE WEATHER STRIPPING AT ALL EXT & GARAGE INT DOORS.
7. PROVIDE CONTINOUS GUTTERS & DOWNSPOUTS @ ALL EAVES TYP.
8. ADDRESS OR HOUSE NUMBERS TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET.
9. PROVIDE STAIRWAY ILLUMINATION PER IRC R303.6
10. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND
WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS AND SIMILAR
HORIZONTAL SURFACES EXPOSED TO THE WEATHER.
11. SEE COVERSHEET FOR ADDITIONAL NOTES
N.G.
184 N. RIVER RD
CROSSVILLE, TN 38572
ELEVATION
PAGE TITLE:
NEW HOME PLANS FOR:
LEFT ELEVATION 1/4" = 1FT
JONATHAN AND TONA ALDERMAN
N.G.
N.G.
DRAWN BY:
EVERETT E.
N.G.
DATE:
7/21/2021
RIGHT ELEVATION 1/4" = 1FT
SCALE:
SEE PAGE
SHEET #:
7
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
INSTALL CONT. ROOF RIDGE VENT
PER CALCULATIONS & ROOF MANUFACTURES
RECOMMENDATIONS
2X12 RAFTING BLOCKING
12
7
ASPHALT ROOFING
#15 BUILDING FELT
12
2X10 RAFTER
7
5/8" SHEATHING
2" X 10" JOISTS 16" OC
1/2" G.W.B. EACH SIDE
2X4 HF#2 STUDS @ 16" O.C. OR AS NOTED
(2) 2" X 6" TOP PLATE
2X12 LEDGE
KITCHEN
12
3
1/2" DRYWALL
HALL
2X4 HF #2 STUDS @ 16" OC / WITH
BLOW -IN FOAM INSULATION
GUTTER
3/4" FASCIA
2X8 BEAM
2" X 6" HEADER
6X6 POST
36" HIGH RAIL
FINISH FLOOR PER SPECS
3/4" T&G OSB SHEATHING
JOISTS PER FLOOR FRAMING PLAN
(GLUE & NAIL TO JOISTS)
R-38 BATT INSULATION
SOFFIT
SIDING OF CHOICE
FIREPLACE (GAS)
BASE BOARD OF CHOICE
FINISHED FLOOR OF CHOICE
3/4" PLYWOOD SUB FLOOR
BUILDING PAPER
BUILDING PAPER
1/2" SHEATHING
2" X 6" SOLE PLATE
2" X 8" HEADER
1/2" DRYWALL
2" X 6" TREATED PLATE
RIGID
INSULATION
EXTERIOR LANDING DETAIL TYP
SHEET 5
NTS
LIVING ROOM
2X6 WOOD FRAME WALL OVER
16" WIDE BY 8" DEEP CONCE. FTG
(SEE DETAILS, TYP)
18" DIA CONC. PADS 8" DEEP MIN.
WITH GALV ABU44Z IN CONC.
HALL
APPROVED SEALANT
8" CMU FOUNDATION WALL
FLOORING OF CHOICE
2X6 HF #2 STUDS @ 16" OC / WITH
BLOW -IN FOAM INSULATION
VERTICAL STEEL REINFORCING
REBAR
AS REQUIRED IN GROUT FILLED
CORE
COARSE GRAVEL SURROUND FILL
4" DIA. PERF. PVC.
DRAINAGE SYSTEM
2X6 WOOD FRAME WALL OVER
16" WIDE BY 8" DEEP CONCE. FTG
(SEE DETAILS, TYP)
8" X 16" CONCRETE FOOTING
TYPE I. HANDRAILS WITH A CIRCULAR
CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4" & NOT
GREATER THAN 2 INCHES. EDGES SHALL
HAVE A MINIMUM RADIUS OF 0.01 INCH.
NEW HOME PLANS FOR:
LIVING ROOM
CAST-IN- PLACE ANCHOR BOLT
8'-1"
6X6 POST
SILL SEAL
CROSS SECTION
3/8" = 1'
A-A / SHEET 5
HANDRAILS FOR STAIRWAYS SHALL BE
CONTINUOUS FOR THE FULL LENGTH OF
THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT TO A
POINT DIRECTLY ABOVE THE LOWEST
RISER OF THE FLIGHT. HANDRAIL ENDS
SHALL BE RETURNED OR SHALL
TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A
WALL SHALL HAVE A SPACE OF NOT LESS
THAN 1 1/2" BETWEEN THE WALL AND THE
HANDRAILS.
NOTE:
CONTRACTOR WILL
DETERMINE THE
CONSTRUCTION OF
THE EXTERIOR STAIR
1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF 34". HAND
RAILS MAY ENCROACH A MAX. OF 3 1/2" INTO THE
REQUIRED WIDTH.
2. TREADS SHALL HAVE A MIN. WIDTH OF 10". STAIR
TREADS MUST BE UNIFORM AND CAN NOT VARY FROM
THE LARGEST TO THE SMALLEST BY MORE THAN 3/8".
3. STAIRWAYS SHALL HAVE MIN. 6'-8" OF HEADROOM AT
THE NOSE OF THE STAIR.
4. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS
SHALL BE PROTECTED ON THE ENCLOSED FACE WITH 5/
8" TYPE "X" GYPSUM WALL BOARD.
5. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL
LOCATED 36" ABOVE THE NOSING OF TREADS AND
LANDINGS. THE HAND GRIP PORTION OF HANDRAILS
SHALL NOT BE LESS THAN 1-1/2" OR GREATER THAN 2" IN
CROSS-SECTIONAL DIMENSION.
6. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS. THE ENDS OF HANDRAILS SHALL
RETURN TO WALL OR TERMINATE INTO A NEWEL POST
OR SAFETY TERMINAL.
7. STAIRWAYS HAVING LESS THAN 2 RISERS DO NOT
REQUIRE A HAND RAIL.
8. GUARDRAILS SHALL BE PROVIDED FOR AT PORCHES,
DECKS, BALCONIES, STAIRWAYS AND LANDINGS WHERE
THE ADJACENT SURFACE IS GREATER THAN 24" BELOW
AND SHALL HAVE A 34" MIN. HEIGHT
9. RAILING AND GUARDRAIL BALUSTER SPACING SHALL
BE NO GREATER THAN 4".
10. THE TRIANGULAR OPENINGS FORMED BY THE RISER,
TREAD, AND BOTTOM OF GUARDRAIL SHALL NOT ALLOW
A 6" DIAMETER SPHERE TO PASS THROUGH.
11. INTERIOR STAIR RAILING TO BE SIMILAR TO PHOTO
BELOW.
PAGE TITLE:
STAIR NOTES: STAIR NOTES:
184 N. RIVER RD
CROSSVILLE, TN 38572
KITCHEN/
UTILITY
SECTION VIEW
8" BEAM 16" OC (2EA)
JONATHAN AND TONA ALDERMAN
4X8 BEAM
DRAWN BY:
EVERETT E.
DATE:
7/21/2021
SCALE:
EXTERIOR STAIRS
1/2" = 1'
B-B / SHEET 5
INTERIOR STAIRS
1/2" = 1'
C-C / SHEET 5
SEE PAGE
SHEET #:
8
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
7:12
PAGE TITLE:
1st Floor
184 N. RIVER RD
CROSSVILLE, TN 38572
ROOF PLAN 1/4" = 1FT
ROOF PLAN
2
.C.
24" O
@
ER
AFT
X6 R
NEW HOME PLANS FOR:
3:12
JONATHAN AND TONA ALDERMAN
7:12
DRAWN BY:
EVERETT E.
DATE:
7/21/2021
SCALE:
SEE PAGE
SHEET #:
9
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
THESE PLANS WERE DRAWN TO THE OWNER'S AND /OR BUILDER SPECIFICATIONS AND ANY CHANGE MADE TO THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE DESIGN DRAWINGS WERE NOT PREPARED OR CHECKED BY A LICENSED ENGINEER OR ARCHITECT. WHILE EVERY EFFORT HAS BEEN MADE ON THE PREPARATION OF THIS DESIGN TO AVOID MISTAKES, COUNTRY CLASSIC HOME DESIGNS WILL NOT BE RESPONSIBLE
FOR ANY DAMAGES RELATION TO THE ACCURACY AND OVERALL INTEGRITY OF THE DESIGN PLANS. THE OWNER/CONTRACTOR MUST AND VERIFY ALL DIMENSIONS AND OTHER PLAN DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER.
BASEMENT NORTH SIDE WALL FRAMING DETAIL 1/4 in = 1 ft
WEST SIDE WALL FRAMING DETAIL 1/4 in = 1 ft
BASEMENT EAST SIDE WALL FRAMING DETAIL 1/4 in = 1 ft
PAGE TITLE:
NEW HOME PLANS FOR:
NORTH SIDE WALL FRAMING DETAIL 1/4 in = 1 ft
LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS, JOISTS, AND
RAFTERS TO BE DF-#2
B. EXPOSED ARCH BEAMS TO BE DF-#1 OR
BETTER, CEDAR
C. SILLS, PLATES BLOCKING, AND BRIDGING TO
BE DF-#2
D. ALL STUDS TO BE DF#2 OR BETTER
E. SHEATHING SHALL BE AS FOLLOWS:
WALL SHEATHING SHALL BE 1/2'' INT-APA
RATED OR 7/16'' OSB
FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA
RATED PLYWOOD
184 N. RIVER RD
CROSSVILLE, TN 38572
BASEMENT WEST SIDE WALL FRAMING DETAIL 1/4 in = 1 ft
WALL FRAMING
EAST SIDE WALL FRAMING DETAIL 1/4 in = 1 ft
FRAMING & STRUCTURAL NOTES
1. WINDOW ROUGH OPENING: 1/2" FOR TOP/
BOTTOM & 1/2" FOR SIDES. CONFIRM WINDOW
MFG. SPECS. BEFORE FRAMING
2. WALL HEADERS ON EXTERIOR WALLS: (2) 2" X
10" DF 2 TYP. INSULATED w/ (1) 2x CRIPPLE &
(1) 2X KING, UNO
3. PROVIDE DOUBLE FLOOR JOISTS. UNDER ALL
WALLS RUNNING PARALLEL
4. PROVIDE FIRE BLOCKING, DRAFT STOPS AND
FIRE STOPS AS PER I.B.C. SEC. R502.12.
5. PROVIDE POSITIVE CONNECTIONS AT EACH
END OF ALL POSTS AND COLUMNS TO RESIST
LATERAL DISPLACEMENT
6. ALL LUMBER NOT SPECIFICALLY NOTED TO BE
D.F. #2 OR BETTER. ALL WOOD IN PERMANENT
CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED UNLESS AN APPROVED
BARRIER IS PROVIDED
7. SEE ROOF FRAMING FOR ADDITIONAL
FRAMING DETAIL
JONATHAN AND TONA ALDERMAN
WALL FRAMING NOTES:
3D VIEWS ARE NOT TO
SCALE AND MAY NOT
REFLECT EXACTLY WHAT IS
AVAILABLE FOR THE
PROJECT. RENDER VIEWS
ARE REPRESENTATIONS OF
WHAT THE VIEW COULD
LOOK LIKE, NOT WHAT IT
WILL LOOK LIKE.
2D VIEWS ALWAYS
SUPERCEDE 3D VIEWS
DRAWN BY:
EVERETT E.
DATE:
7/21/2021
SCALE:
Wall Layer 4 - Viewed From Inside
SEE PAGE
Wall Detail - 3
FRONT WALL 1/4 in = 1 ft
SHEET #:
WALL FRAMING PLAN 1/2" = 1FT
1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPRECIABLE CODES 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER/OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS. 4) VERIFY ALL BEAM SIZES AND LOCATIONS. 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIZES.
10