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FOUNDATION NOTES:
I. MIN. ALLOWABLE SOIL PRE55URE 2,000 P5F.
2. FLOOR SLAB AREAS TO BE COMPACTED TO
15% MAX. DRY DENSITY.
'_O" T -O"
3. STRUCTURAL CONCRETE FOOTI N65 TO BE
2500 PSI. WALLS AND 5LAB5 3500 PSI. 22'-0" 40, 3'-8" I I'-8"
31_8" 2'-4"
4. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW 10
-7I-0" 7,-O„ 3._5
LOCAL FR05T LINE. SEE DETAILS. I 11A/
NG TO BE POURED GONG. l
5. CONCRETE TRENCH FOOTI
REINFORCED PER LOCAL CODES AND CONDITIONS. T.O.F.
87.84'
T.O.DRAIN _ IKr 6. PROVIDE HOT DIPPED GALVANIZED ANCHOR BOLTS 10.00' T.O.W.1/2" DIA x 10" 5TARTIN6 @ 6" FROM EACH
6CORNER @ '-O"O.G. AND AT EACH 51DE OF T.O.F. \ \
ALL OPENINGS, MIN (2) PER PIECE OF SILL. l
---- -- Sg.84'
ABBREVIATIONS:o qI-r'
I I T.O.W. l a
cs m I 13.84'
T.O.BL. TOP OF BRICK LEDGE
T.O.F. TOP OF FOOTING 8'-O" 10'-8" I I = I — — — — — — — —) I T.O.F. I I.
T.O.P. TOP OF PIER I I o I I I= I 81.84'
T.O.S. TOP OF STEEL — — — — — =STEP IN FTG
— — — — — — — — T.O.F. T.O.W. I T.O.W.
T.O.W. TOP OF WALL81.84' 13.84' I 18.84'
' —
-- — ---- ----- LOIN.
IL
T.O.W.I �-1 I
aFIT.O.F. T.O.W. T.O.F. T.O.F. I I (
0 13.84' 15.84' 11.84' I I T.D.W. 87.84' 10.17'
16.1-71I 1'-4" x 8" THICK I I°
T.O.W. T.O.F. I ( 4" REINF. GONG. SLAB OVER I I llNDER5LA8 GONG.
15.17' I ( I I I VAPOR BARRIER I FOOTING, TYP.
6 HIL I I I
I I I ON 4" (MIN.) COMPACTED
I I T.O.5LAB I { GRANULAR FILL ( T.O.F.
15.64' I I LI I 80.17
4 REINF. GONG. SLAB
I I I 6RANULAI NR.) COMPACTED I a I I I I I
I I I I I
I a I I o I I ISI
SLOPE F OOR5LAB __.JL-----------------------� I L------
1/8" / 12" TO DOORS
m I I I
II I T.O.K T/O FLOOR SLAB
15.84
II
15.84'
I�
O I I I T/O FLOOR SLAB
= G.J. I 10.17'
o II1
II T.O.5LAB
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15.64' o _I
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T.O.W. II I------------------------------�
18.84' T.O.F. I I w N r T.O.F. T.O.W.
L---- 13.84' I I o= 81.84' 18.84'
MID
SLOPE FLOOR SLAB
1/16"/12"TO SUMP ---.I
------- I
T.D.F. T.O.W. ------------
.�------1 �°—�—°----��.— �=_—=—
_ Sg.84' 18.84'
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8'-O" 14'_0" 14'_8" '-O" q'-4" 2'-0" 14'_8"
Ir
22'_0" 16'_8" q'-4" 16'_8" 14'-O"
Foundation Plan LTN
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G E N E R A L N O T E S
I. Contractor shall field verify all dimensions and conditions prior to start of
construction and shall notify architect of any discrepancies immediately.
2. Contractor shall carefully study all of the contract documents and shall verify all
exiting site conditions with construction documents prior to proceeding with any portion of
the work and to notify the architect of any variances.
5. Contractor to verify all dimensions in field.
4. Any conditions, materials, devices or details not specificall shown on the drawings
shall be clarified with the architect before construction installation or application. General
subcontractors shall comply with all governing codes, building regulations of Federal,
State, City and County, whichever governs the construction work.
5. General and/or subs shall pay for all permits and fees and arrange for inspection by
authorities. They shall make arrangements and pay for work to be done by utility companies
pertaining to this work.
6. All material called out on drawings are to be new unless noted otherwise or "existing".
1. Each trade shall be responsible for any loss or damage to the owner or the work, make
good any loss, damage or injury without cosi to the owner.
8. Keep premises free from accumulation of trash and debris.
a. Upon completion remove all foreign materials from all exposed surfaces.
10. Confine all operations to areas of work as shown. Keep areas adjacent to the work
Clear at all times.
GENERAL FRA1'�-1 I NO NOTES:
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 PSF DEAD LOAD
ROOF 20 PSF LIVE LOAD
10 P5F DEAD LOAD
Rough Carpentry:
I. THE CARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL 5TRUGTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, SCREH5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DE51 ON SPECIFICATIONS FOR STRESS GRADE LUMBER
AND ITS FASTENINGS.
JOISTS AND ALL OTHERS:
NO2 DOU6LA5 FIR LARCH
OR SOUTHERN YELLOW PINE Fb = 1450 psi
Fc = 1000 psi
E = 1,760,000 psi
3. ALL FIRST FLOOR SILL PLATES, GRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXP05ED TO
WEATHER AND/OR CONCRETE SHALL BE
PRE55URE TREATED.
4. LAMINATED VENEER LUMBER (LVL) 5TRUGTURAL PROPERTIES:
Fb =.2b00 psi
Fc = 2700 ps i
E = 1,100,000 psi
5. FRAMING OVER GIRDERS AND BEARING, PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDED JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12.
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
1. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
8. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL
BE GRO55 BRIDGING U51 NO I X3 INCH BOARDS OR SOLID
BRIDGING OF JOIST DIMENSION. SET SOLID BRIDGING
IN AN OFFSET FASHION.
a. WALL $ PARTITION FRAMING. UNLE55 OTHERN15E
SHOWN SPACE STUDS @ 16" OIG. DOUBLE STUDS AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LE55 THAN 3 FULL MEMBERS. HALLS AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OR CONCRETE SHALL BE
ANCHORED WITH BOLTS.
10. GLUE 5UB-FLOOR U51NO RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL H/ IOD NAILS @ 12" O/G
II. PROVIDE NAILER5, NAILING STRIPS, AND GROUNDS
AS NEGE55ARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER HORK.
12. J015T HANGERS @ ALL FLUSH BEAMS SHALL BE MIN.
16 OA. GALV. STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.
13. J015T HANGERS EXP05ED TO TREATED LUMBER
SHALL HAVE A 6185 TRIPLE ZING GOATING OR BE
STAINLESS STEEL, AND FASTENERS SHALL BE HOT
DIPPED GALVANIZED.
ARCH 1 TECTLIRAL O ENERAL NOTES
I. These notes apply to all Architectural drawings
2. Dimensions are to face of studs unless noted otherwise.
5. Paint all new exposed steel lintels, handrails, ladders, beams, columns, etc.
in all areas unless otherwise noted.
4. Interior wall stud spacing shall be 16" O.G. unless otherwise noted.
5. Seal all countertops at juncture with wall and inset items in color to match surface.
6. Contractor shall verify all accessory/equipment/casework mounting heights
and provide solid blocking for all wall mounted items that require anchorage.
Coordinate with manufacturer, or where indicated, with architect.
7. Provide undercuts as required for doors where carpet is to be installed.
5. Floor finish transitions at doors shall align with stop side of door and continue under
door so that all transition materials are covered by door when in closed position.
All finish floor transition and reducer strips shall be provided by flooring contractor.
a. All work shown on these drawings and in the specifications shall be base bid, unless
otherwise specifically noted to be by alternate bid.
10. Additional chases and bulkheads may be required for HVAC, Plumbing,
and Elec. equipment.
Unexcavated
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Fo- E3
5141
8'-311 51_ (a,11
41-411
1_ �ji 11 1_D II
SAT I L I ME5TONE
GAP
UP 1
Bedroom 6
JO15TS DIRECTION
II -7/811 TJI ® I6" O/G
4
RIM
HOOD GAP
DECK ABOVE
Ea. Ea.
V9
ENGINEERED
m� I WOOD BEAM
JOISTS DIREGTION r
II --7 " TJI ® 1611 O/G m
J015T5 DIRECTION
II 7/8" TJI @ 1611 0/6
Recreation =ory
Room Nt
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Theater
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Area Tabulation
Basement Finished
Basement Unfinished
1,298 scj_ ft_
181 scj. ft.
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12 ASPHALT COMP051TION 5HIN6LE5
ON 15# ROOFING PAPER
VARIES 7/16" 055 ROOF 5HEATHIN6
AIR SPACE BAFFLE
ROOF RAFTERS @ 16" O.G.
-- - 1 PRE -FINISHED
METAL GUTTER
-38 (MIN.) ATTIC. IN5UL.
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4" COMPACTED
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B5M'T FLR. - 110.1-l'
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6 MIL VAPOR BARRIER I'-4"
PERFORATED PERIMETER PND.
DRAIN W/ FABRIC FILTER SLEEVE
NO FASCIA BOARD
ALUM. EAVE VENT ® 4'016
k AIC PLYWOOD SOFFIT
Ix FRIEZE BOARD
CASEMENT WINDOW UNIT,
SEE WINDOW SCHEDULE
BRICK BEYOND
ROWLOCK SILL
ENGINEERED RIM BOARD
WINDOW HEAD FLASHING -
LAP ( TAPE TYVEK OVER
FLA5HIN5 TOP EDGE
SOLDIER WIN. HEAD
STEEL LINTEL
CASEMENT WINDOW UNIT,
SEE WINDOW SCHEDULE
BRICK BEYOND
ROWLOCK SILL
WALL INSULATION
WALL SHEATHING
AIR SPACE
TYVEK HOME WRAP
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THWJ-WALL BASE FLASHING W/
CELL VENT WEEPS ® 32" O.G.
FIN15H GRADE- 6" (MIN)
BELOW TOP OF FND. WALL
Typ. Wall Section_
DAMP PROOFING W/
PROTECTION BOARD
REINF. GONG. FND. WALL
CRUSHED STONE OR
COARSE GRAVEL
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INSULATION DATA
WALLS:
AIR FILM
.68
BRICK
.70
AIR SPACE
84
SHEATHING
.82
CELL IN5UL
IQ.00
GWB
.45
AIR FILM
.68
TOTAL R
23.17
ROOF: R
5&.00
2/8
.41mY
-221-02 il
5LOPE FLOOR BLAB
/8" / l2" TO DOORS
3 -Gar Garage
J015T5 ABOVE
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-I'-241 6�_a4��
51-411
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16'-0" 10'-0" 16'-O"
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SHEET
Seconcl door Finished
1,913
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4,118
sq- ft_
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SHINGLES ON 15# ROOFING PAPER, TYP.
Roof Plan
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SCALE: I "=1'—O"
ATTIC
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GEMENT FIBER
STUCCO BOARD ELEVATION GENERAL NOTES:
* ALL FASCIA (OUTTERBOARDS) Ixb
L2 L2 * ALL 5UB-FA5CIA (FRIEZE BOARDS) I x6
5EE ROOF PLAN FOR ROOF SLOPES
L Q ALL OVERHANGS 1'-4" PAST FRAMING ON EAVES
ALL EXTERIOR WALLS TO BE 4" NOM. FACE BRICK
LLLL llNLE55 NOTED OTHERWISE.
12 12 SOLDIER COURSE, TYP.
11,.., ,. , ,. 1 11 ...,1111....1111 11 ..., ,. .. .... ..[1-111 IA -11 11
.... ..., ..., .... ..., .. .. ..., „ .... ..., ..., .... ., .. .. ,... ... ., ..., „ . T/O WALL _
NINDON EXTERIOR DOOR SCHEDULE
MARK
UNIT SIZE IN INCHES
T`(PE
FINISH
REMARKS
A
24 x 37
CASEMENT
GLAD
5
24 x 41
CASEMENT
GLAD
G
24 x 53
CASEMENT
GLAD
M
D
24 x 65
CASEMENT
GLAD
M
O
E
j 25 x 41
CASEMENT
GLAD
V
F
25 x 41
CASEMENT
GLAD
E6RE55, UNIT
0
25 x 53
CASEMENT
GLAD
EV 55 UNIT
H
25 x 51
CASEMENT
GLAD
J
25 x 65
CASEMENT
GLAD
K
32 x 45
CASEMENT
GLAD
L
32 x 51
FIXED CASEMENT
GLAD
V
M
52 x'13
FIXED CASEMENT
GLAD
N
32 x 65
FIXED ROUND TOP
GLAD
O
36 x 57
FIXED CASEMENT
GLAD
�V
P
I'i x 4q
FIXED CASEMENT
GLAD
N
Q
q2 WIDE
CIRCLE HEAD
GLAD
m
R
30x50
PATIO DOOR
GLAD
FULL 6LA55
5
32x50
UTILITY DOOR
PRIMED
STEEL EMB055ED 6 PANEL
T
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142 PROJECTION, TYP. I I I p 2 311
�— — LIMESTONE GAP I PORCH D TEPREGATE GONG. I Q I W/ PROJECTION
Front Elevation
I- 11 I ROWLOGK UNDER DOOR UNIT TOP OF FND. WALL
I I/4 - I o I
B5M'T FLOOR _
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