HomeMy WebLinkAboutF_A-2-2 - THIRD FLOOR PLANNEW WALL -2 x 6 STUDS @ 16" O.C.
NEW WALL -2 x 4 STUDS @ 16" O.C.
WALL W/. STONE VENEER -2 x 6 STUDS @ 16" O.C.
CONCRETE RETAINING WALL -REF. STRUCTURAL
CONCRETE MASONRY WALL -6" CMU U.N.O.
DOUBLE WALL CONSTRUCTION -2 x 4 MIN. STAGGERED
STUD @ 16" O.C.
WINDOW -REFERENCE SCHEDULE
DOOR -REFERENCE SCHEDULE
CABINET -BUILT IN CASEWORK
COLUMN -REF. STRUCTURAL DWGS.
FURNITURE -FOR PRESENTATION PURPOSES ONLY
FIREPLACE -PREFAB GAS-ONLY APPLIANCE
PLUMBING FIXTURE -SINK (AS SELECTED)
PLUMBING FIXTURE -TOILET (AS SELECTED)
PLAN LEGEND
LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS
FIRE RATED CEILING ASS'Y. REF. DTL. 7/AD-1
INT. FIRE RATED PARTITION REF. DTL. 7/AD-1
EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1
101
1i
?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT.
WINDOW TAG -REFERENCE SHEET A-7.0
DOOR TAG -REFERENCE SHEET A-7.0
1.PROVIDE WHOLE BUILDING MECHANICAL
VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION
4, WITH EXCEPTION THAT NATURAL VENTILATION
THROUGH DOORS AND WINDOWS IS NOT AN
ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING
VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION
152(a)). FOR CONTINUOUS WHOLE-BUILDING
VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1
CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA
PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT
PER BEDROOM +1). VENTILATION TO BE PROVIDED BY
EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND
SUPPLY AIR.
2.PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM
VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF
WHOLE-BUILDING VENTILATION REQUIREMENT).
MECHANICAL VENTILATION NOTE:
CALCULATIONS:
UNIT: 5,634 S.F.
(0.03)5,634 S.F.+ [7.5 CFM x OCC. (BED. +1)] =
169.09 CFM + (7.5 x 6) = 214.09 CFM REQ'D.
A-4.02
A-4.1
A-4.0
A-4.1
2
1
1
1
A-5.2
1
A-5.2
2
A-5.2
2
A-5.2
BONUS ROOM
VIEW DECK
VIEW DECK
TV. ABV.
DN.
(OPEN TO BELOW)
UP
BATH #6
16
52
15
64 63
54
53
61
62
MECH.
ELEV.
STAIRS
9:
1
2
7:12 7:12
9:
1
2
7:12 7:12 7:12 7:12
9:
1
2
9:
1
2
7:127:127:127:12 6:
1
2
6:12
6:
1
2
9:
1
2
0.24:12
7:
1
2
7:
1
2
7:12
7:
1
2
7:
1
2
7:
1
2
7:12
7:12
7:
1
2
6:
1
2
6:
1
2
13' - 3 5/8"9' - 3 1/4"19' - 7"19' - 3 5/8"9' - 10 1/4"13' - 8 1/8"
3' - 11"11' - 9 1/4"3' - 10 3/4"
13
'
-
4
1
/
2
"
40
'
-
6
7
/
8
"
6'
-
0
1
/
2
"
16
'
-
7
7
/
8
"
23
'
-
1
1
1
/
8
"
1'
-
1
1
1
/
4
"
1'
-
4
5
/
8
"
CLR.
13
'
-
6
"
1'
-
9
1
/
4
"
10
'
-
1
1
1
/
2
"
5'
-
7
1
/
4
"
7'
-
4
3
/
8
"
19' - 3 1/4"24' - 8 3/4"41' - 0"
3' - 8 3/8"6' - 10 1/2"5' - 6"8' - 7 7/8"
16' - 0 7/8"8' - 7 7/8"
6'
-
0
1
/
2
"
40
'
-
6
7
/
8
"
13
'
-
4
1
/
2
"
5'
-
8
1
/
8
"
8'
-
9
"
3'
-
5
1
/
4
"
1'
-
7
7
/
8
"
8 3
/
4
"
CLR.
13
'
-
6
"
1'
-
4
5
/
8
"
15
'
-
7
1
/
4
"
19
'
-
6
1
/
8
"
5'
-
5
1
/
2
"
1' - 10 1/8"
5' - 11 5/8"3' - 3 3/4"
34.24'
33.88'33.88'
34.19'33.88'33.88'
32.79'35.59'
35.59'35.59'
1
1
2
3
4
5
3
5
F.Y.S.B.
10' - 0"
2
2
29.00' T.O.S.
SE
A
T
6
CLOSET
2
FUTURE SPA
3
3
3
0.24:12
7
7A/C WELL
1
A-5.3
1
A-5.3
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
2
A-5.3
2
A-5.3
2
A-5.1
2
A-5.1
1
A-5.1
1
A-5.1
CLR.
5' - 0"
42" MAX. HT.
8 9 9
4' - 0 5/8"
3' - 2 3/8"1' - 10 1/4"2' - 6"9' - 3 1/4"2' - 6"1' - 10"
17' - 10 1/4"
CLR.
5'
-
0
"
TY
P
.
11
"
10
CLR.
2'
-
0
"
CLR.
19' - 2 3/4"
CLR.
9'
-
4
1
/
8
"
CLR.
30' - 11 1/2"
JOB NO.
DATE
DOCUMENT VALID UPON
ORIGINAL SIGNATURE
SHEET NO.
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PROJECT MANAGER/ARCHITECT
A-2.2
06/16/20
2019-41
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Designer
NO. REVISION DATE
KEYNOTE LEGEND
1 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1
FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1
2 BASE CABINET - BUILT-IN, FINISH AS SEL.
3 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 3/A-3.0.
4 CRICKET - SLOPE 2% MIN., REF. ROOF PLAN A-3.0
5 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0
6 SHOWER - HOT-MOP PAN, PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH; NET AREA 7.1 S.F. MIN.; 30" DIA. CIRCLE
MIN., REF. DTL. 17/AD-1
7 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY
C.N.B.) SEP. PERMIT REQ'D, REF. 7/T-1 DEF. SUBMT'L. #2
8 BBQ, AS SEL. - PROVIDE NATURAL GAS
9 PROVIDE POWER FOR BUILT-IN APPLIANCE/EQUIPMENT
10 INTERIOR GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 4 & 9/AD-1
TRUE NORTH PROJECT NORTH
1/4" = 1'-0"1 THIRD FLOOR T.O.S. (TYP.)
DIMENSION NOTE:
ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.)
TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" -CONTACT ARCHITECT IN WRITING FOR ANY
CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS.
ROUGH FRAMING:
ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS
SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8"
ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD
DUCTS PENETRATION:
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
GARAGE (R302.5.2)
STAIRWAY ILLUMINATION:
1. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO
ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF
ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11
LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL
SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY
HAS SIX OR MORE RISERS. (R303.7)
EXCEPTION:A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC
CONTROL OF LIGHTING IS PROVIDED.
2. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED
AT THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A
BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8)
GARAGE FLOOR:
GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF
FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO
FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY
DOORWAY. (R309.1)
*HERS VERIFICATION REQUIRED-REFERENCE T-24.1