HomeMy WebLinkAbout0155.03.4d
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27'-8"
S-5�" 16'-4" - 0 11'2"
12 —1'
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GUUNTRYfill
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9 INC HARDWOOD CARPET
ENTY
KITCHEN
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5-6" 9'-7" 1 -5"
NEw
4'- 7"i 124' Q4SE 40' a=eK
25-0"
AAT
4'-10" 1'-2"
H DWOOD
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6'-10" I C
12'- 2"
CCM 454 3,h w; TKAPv�O�:'
19'-7"
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12'-0" S-94"
5-6" 7, O�"
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FLOOR
WALLS
CEILING
TRIM
REMARKS
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REMARKS
DINING ROOM
CARPET
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TEXTURED
TRIM
REMARKS
ENTRY HALL
3/4" OAX
PAINT
TEXTURED
TRIM
REMARKS
N
CARPET
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TRIM
12'- 2"
CCM 454 3,h w; TKAPv�O�:'
19'-7"
t
12'-0" S-94"
5-6" 7, O�"
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1
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
NORTH
ROOM FINISH SCHEDULE
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1
FLOOR
WALLS
CEILING
TRIM
REMARKS
LIVING ROOM
�-icv
I
I
M
REMARKS
DINING ROOM
CARPET
PAINT
TEXTURED
TRIM
REMARKS
ENTRY HALL
3/4" OAX
PAINT
TEXTURED
TRIM
REMARKS
FAMILY ROOM
CARPET
i
I
TRIM
REMARKS
EATING AREA
�I
PAINT
TEXTURED
_
REMARKS
KITCHEN
BAMBOO
I
TEXTURED
TRIM
REMARKS
M
BAMBOO
PAINT
TEXTURED
t
REMARKS
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
NORTH
ROOM FINISH SCHEDULE
ROOM NAME
FLOOR
WALLS
CEILING
TRIM
REMARKS
LIVING ROOM
CARPET
PAINT
TEXTURED
TRIM
REMARKS
DINING ROOM
CARPET
PAINT
TEXTURED
TRIM
REMARKS
ENTRY HALL
3/4" OAX
PAINT
TEXTURED
TRIM
REMARKS
FAMILY ROOM
CARPET
PAINT
TEXTURED
TRIM
REMARKS
EATING AREA
CARPET
PAINT
TEXTURED
TRIM
REMARKS
KITCHEN
BAMBOO
PAINT
TEXTURED
TRIM
REMARKS
REAR HALL
BAMBOO
PAINT
TEXTURED
TRIM
REMARKS
LAUNDRY
BAMBOO
PAINT
TEXTURED
TRIM
REMARKS
PANTRY
BAMBOO
PAINT
TEXTURED
TRIM
I REMARKS
GENERAL NOTES:
1. SCALE: DO NOT SCALE DRAWINGS.
2. CODES: ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND
LOCAL BUILDING CODES. IT IS THE RESPONSWI M OF THE CONTRACTOR AND ALL
SUBCONTRACTORS TO NISURE OOMPLIANCE WITH THESE CODES.
3. JOB SITE: PRIOR TO SUBMITTING 60, THE CONTRACTOR SHALL VISIT THE THE JOB SITE AND
NOTIFY THE OWNER OF ANY CONDITIONS NOT MlCLUDED IN THESE DOCUMENTS WHICH
REQUIRE CORRECTIVE OR ADDITIONAL ACTIONS.
4. DIMENSIONS: ALL OWENSIONS ARE TO THE FACE OF MASONRY, OR CENTERLINE OF
MASONRY IF NOTED. CONTRACTOR TO VERIFY ALL DAIS PRIOR TO CONSTRUCTION.
5. PLAN REVIEW: THESE PLANS ARE CONCEPTUAL IN NATURE AND THEREFORE SHALL BE
REVIEWED BY STRUCTURAL AND MECHANICAL ENGNMEERS PRIOR TO CONSTRUCTION. ALL
SHOP DRAWINGS SWILL BE PREPARED AND REVIEWED BY AN ENGINEER PRIOR TO
FABRICATION AND ERECTION. NO SITE INSPECTION HAS OCCURRED. THE OWNER IS
RESPONSIBLE FOR ALL SITE CONDITIONS, WCLUDIING, BUT NOT LIMITED TO: ORIENTATION.
DRAINAGE. SOIL BEARING, WIND LOADS, AND OTHER SUBSURFACE CONDITIONS.
'--FS ^R MODIFICATIONS TO PLANS: ANY MINOR OR REQUIRED CHANGES OR
ra TO THIS PLAN DOES NOT REDUCE OR VOID THE COPYRIGHTS COVERING 'r+l.
N ANY WAY MODIPCIAT17114S TO THIS PLAN FOR AN` REASON. St O ._-E
IvARICHITECT -!ti.�v E' 'NLN 'rt �LANDFc.;r+: -
`'JR THE QUAD" LSS .! A',
ac R THAT EVE(,
-,ER AREAS t; 4 t_
STAND THE R,ak`.
+� e_L MATEk -AI .
RECOMMEN'.�r -
ORAGE: MATER
"�D SUN AB„ A
IP; =LOOR PLAN NOTES
'v?
:_,,!OR STUD WALLS: AL Y-
• '-NTERiOR WALLS ARE _ C -
. �F5 ON -CENTER. PROVIDE �.Ivu�. JhSE �'L ,' L S h,NL DOL
,',Hot T PROVIDE R-11 3 112 -INCH BATT INSULATION AT AL.
'H WALLS WITH 1Q-1"JC. `'DS W `J AL -BOARD AS SHOVVN JN DE"AIL t, VIDE
KING AT MID -HEIGHT OF ALL WALLS. TR M ROOM FINISH SCHF�ut E
r' .> 7 )
i r i 1k STUD WALLS: ALL FIRST FI OOR WALLS TO BE 9-C'
BE CONSTRUCTED 1Jc K.,. GkiE �) 92 S Y P. MINIM)uV
t -CENTER PROVIDE c K'Gl.E 90_r70M P -ArES AND DC. -i,
T
PROVIDER-153NC T-, i-< BZTT !NSU'-ATION IN ALL EXTERIOP 'l At_i_
F !N1TERIOR WALLS. SNr ;, h V, Z INCH C' , r
3E PHOENIX BRICK k1A 7 NP" IS VANUr AC ruRED F > (4)(A
• RDIE PLANK PRE-FIN�SrI-'_i t AP SOINCG AS SHOWN _
�tESISTANTDRYWALI: P=i,w,�,E h�'ER RESISTHNT 1;� ^�:•.;_ ,
4REAS.
�E ;ESISTANT DRYWALL: PR(YIIIvr 51E -INCE- TYPE "X- FIRS
r r '"L'_S AND CEILINGS PRCAdJE S18 -INCH `YPE 'X" F!
+L '�iCAL ROOMS
5 Pr_ _ .•LIRE TREATED LUMBER: 'RO', Cit r"VHERE%ER tNCOD COMES IN CONTACT WITH
= -CA PRESSURE TREATEC, #2 S.`'.P FRAMING OR OTHERWISE NOTED.
6. H -' :'ERS PROVIDE (2)2x12#1 SOUTHERN YELLOW PINE Jti'
'TCH PLATE PROVIDE DOUBLt ,SACK SUPPORTS FOR ALL OPENINGS 5'-0' OR
GRE _ NLESS NOTED OTHERWISE.
OPTIONAL FURR DOWNS: .
8. DECK :,OLUMN FOOTINGS: USE '8 -INCH DIAMETER 8v 36 -INCH DEEP FOOTINGS FOR ALL
DECK S�_100GR T COLUMNS. COORDINATE COLUMN ANCHOR AS REQUIRED.
9, SLAB FINISH: PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS AND GARAGE.
CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLABS. USED PRESSED CONCRETE
'DENNSYLVANIA BLUE STONE' FINISH ON THE FRONT ENTRY PORC a ;NC THF READ - i 't;1".,"c
"'7RCH
10. WALL FOOTING: THE FRONT FOUNDATION WALL MUST BE CONSTRUCTED AS A CONCRE' E
::ANTI! EVERED RETAINING WALL DUE TO THE WALK -OUT BASEMENT SCHEME THE
:;ONS1 RUCTION OF THE BASEMENT WALLS SHALL BE AS SHOWN IN THE DETAIL ON SHEET A-1
THE REAR FOUNDATION WALL SHALL BE OF A MORE TYPICAL FOUNDATION CONSTRUCTION
"c REAR v'VAL� FOOTING SHALL BE 12 -INCHES DEEP BY 244NCHES WIDE MINIMUM PRO'vIDE 3
#5 CONTINUOUS REINFORCING BARS THE FOOTINGS MUST BE LOCATED ON UNDISTURBED
SOIL. THE BASE OF ALL FOOTINGS MUST BE LOCATED AT LEAST 30 -INCHES BELOW THE FINAL
GRADE. USE 1 -1/2 -INCH x 244NCHES RIGID INSULATION AROUND THE FOUNDATION PERIMETER
AS SHOWN.
11. CONCRETE MASONRY UNITS (CMU): SHALL BE IN ACCORDANCE WITH ASTM C90 OR C145
AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI,
12. MORTAR: SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270 GROUT MINIMUM 28
DAY COMPRESSIVE STRENGTH SHALL BE 2000 PSI WITH A MAXIMUM AGGREGATE SIZE OF
M4NCH AND A 84NCH TO 114MCH SLUMP.
I& REPPORCIIII16 SIMI.: SHALL BE A MHOUM OF ASTM A615, GRADE 40. ALL
REINFORCEMENT SPUCES SHALL BE 04 - 05 BARS: 254NCHES MINIMUM, #7 BARS: 35 -INCHES
kwe".
14. ANCHOR DOLTS: PROVIDE 1/24NCH ANCHOR BOLTS AT 48 -INCHES ON -CENTER, MAXIMUM
AND WITH 244NNCFES AT ALL CORNERS OF THE BASEMENT WALL AND WITH 12 -INCHES OF ALL
WALL OPENINGS.
1S. PRESiIJNE TAF ATED UI : PROVIDE CCA TREATED SOUTHERWYELLOW-PINE
WHEREVER WOOD COMES IN CONTACT WITH CONCRETE OR OTHERWISE NOTED.
16. VAPOR BAIT R: PROVIDE 6 -MIL POLYETHELENE VAPOR BARRIER UNDER ALL INTERIOR
FLAT CONCRETE WORK.
17. OUTDOOR NECNAIMCAL. PADS: PROVIDE CONCRETE SLAB FOR AIR CONDITIONER
COMPRESSOR AS REQINRED BY MECHANICAL EQUIPMENT MANUFACTURER. COORDINATE
PLACEMENT WITH FINISH GRADING AND SITE CONDITIONS.
18. CONCRETE 001 1 RaIFORCE#BNT BARE PROVIDE CORNER BARS AT ALL CORNERS
AND INTERSECTIONS, OF FOOTINGS, BEAMS AND WALLS.
19. CONTROL JOMNTM CONSTRUCTION OR CONTROL JOINTS SHALL BE PROVIDED IN ALL SLABS
ON GRADE SO THAT THE MAXIMUM AREA BETWEEN JOINTS SHALL BE 800 SQUARE FEET AND
THE LENGTH OF THAT AREA MUST NOT BE MORE THAN TWICE THE WIDTH. NO CONTROL JOINTS
SHALL BE SPACED MORE THAN 15 FEET APART.
20. GARAGE SLAB: PROVIDE POSITIVE DRAINAGE OF GARAGE SLAB SURFACE AND TAPERED
LIP AT GARAGE DOOR OPENING.
SHEET NO.:
A•