HomeMy WebLinkAboutA2.11_Ramp and Stair Detail 03-16-18Bo
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10-11-17
17.115ev2 Job #:
CONCEPT REVIEW
11-21-17SITE PLAN REVIEW
T.B.D.95% PERMIT SET
1535 liberty lane
suite 110b
missoula, montana
59808
phone: 406.540.4437
design
inc
A2.11
SCALE :1 Ramp / Stair Entry
1/4" = 1'-0"
NN
1 2 3 4 5 7 9 10 11 12 13
A
B
C
D
E
A
B
C
D
E
1 2 3 4 5
F F
6 8
7 9 10 11 12 1368
1
A2.6
1
A2.5
1
A2.8
Keyed Notes - Floor Plan
EXTERIOR FLOOR DRAIN, COORDINATE WITH MECHANICAL & CIVIL.
RAILING, SEE DETAILS ON A8.4.
HANDRAILS BOTH SIDES PER CODE. EXTEND 1'-0" MIN FROM NOSE @ TOP
AND BOTTOM. RETURN TO WALL OR RAILING, TYP.
CONSTRUCTION DESIGNATION
Legend - Building Plans
SYMBOL DESIGNATION
6"
DIM. FROM FACE OF
STUD TO INSIDE OF
FINISH FRAME, TYP. AT
ALL DOORS, U.N.O.
CLEAR FLOOR SPACE
REQUIRED FOR
ACCESSIBILITY
1 HOUR FIRE BARRIER CONSTRUCTION
1 HOUR FIRE
BARRIER
ASSEMBLY
NEW
CONSTRUCTION
NOT REQUIRE TO
BE FIRE BARRIER
RATED DOOR
& FRAME,
SEE DOOR
SCHEDULE
ROOM NAME
ROOM NUMBER
DOOR TAG - SEE SCHEDULE
(SEE OVERALL FLOOR PLANS)
WINDOW TAG - SEE SCHEDULE
(SEE OVERALL FLOOR PLANS)
WALL TYPES - SEE A0.2
A5.1
1
2
3
4
SHEET NUMBER
INTERIOR ELEVATION NUMBER
CPT#RF
FLOORING DESIGNATION,
SEE FINISH PLANS
FLOOR DRAIN, SEE MECHFD
SLAB JOINT PROVIDE SELANTSJ
SECTION CUT
INDICATES
ACCESSIBLE
SPACE
GRID LINE
CONCRETE
42" GUARD RAIL
SEE DETAILS ON A8.4
##
A#.#
#
ROOM
RM#
I-A
EGRESS WINDOW, SEE
WINDOW SCHEDULE(E)
TEMPERED GLASS, SEE
WINDOW SCHEDULE(T)
EXTERIOR RATED WALL - SEE
A0.2 FOR WALL ASSEMBLY, SEE
ELEVATIONS FOR SIDING TYPE
E-#
24" DEEP SHELF W/ CLOSET ROD,
SEE SPEC.
EXTERIOR WALL LIGHT,
SEE ELECTRICAL
FURRED OUT
WALL, SEE A0.2
ASSEMBLIES
TYPICAL CONSTRUCTION
FOUNDATION
WALL, SEE
STRUCTURAL
FLOOR DRAIN, SEE
MECHANICAL
0.5 HOUR FIRE BARRIER CONSTRUCTION
0.5 HOUR FIRE
BARRIER
ASSEMBLY
NEW
CONSTRUCTION
NOT REQUIRE TO
BE FIRE BARRIER
RATED DOOR
& FRAME,
SEE DOOR
SCHEDULE
EXT. FIRE
BARRIER WALL
SUPPORTING
CONSTRUCTION,
SEE A0.2
ASSEMBLIES
HATCH DESIGNATION
GRAVEL AT BOTTOM OF
WINDOW WELL
METAL AWNING ABOVE, SEE
AWNING PLANS ON A2.12
T.S. COLUMN AND INTEGRATED
DOWN SPOUT, SEE AWNING PLANS
AND STRUCTURAL
1.USE WRITTEN DIMENSIONS, DO NOT SCALE DRAWINGS. USE WRITTEN
DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED,
CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE
WORK. THE CONTRACTOR SHALL BE COGNIZANT THAT THIS IS A REMODEL
PROJECT AND AS SUCH CERTAIN ITEMS CANNOT BE FULLY SHOWN OR
EXPLAINED WITHOUT FIELD OBSERVATION & VERIFICATION. THEREFORE PRIOR
TO SUBMITTING THE PROPOSAL THE CONTRACTOR & SUBCONTRACTORS SHALL
VISIT & EXAMINE THE SITE & BLDG IN DETAIL & MAKE ALLOWANCES FOR ALL
CONDITIONS THAT EFFECT WORK.
2.DIMENSIONS ARE FROM EITHER; FACE OF STUD AT NEW WALLS, OR FACE OF
GWB AT EXISTING WALLS. SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY
INFORMATION.
3.SET DOOR ROUGH OPENINGS 6" FROM F.O.S., TYP. U.N.O.
4.NOT USED.
5.PROVIDE 2x6 BLOCKING FOR ALL CABINETRY, GRAB BARS, TOILET
ACCESSORIES, TRAVERSE RODS, ETC.
6.SEE RCP & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS, TYP.
7.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS.
8.DASHED LINES AT DOORS, KITCHENS AND BATHROOMS INDICATE CODE
REQUIRED CLEAR FLOOR SPACE FOR ACCESSIBILITY. CONTRACTOR TO
COORDINATE. SEE CODE PLANS.
9.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO
PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO
PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF
WALL.
10.SHELF MOUNTING HEIGHTS THAT ARE ADA COMPATIBLE TO BE MAX 48" A.F.F.
HEIGHT.
11.ALL EXPOSED STRUCTURE, HVAC, CONDUIT, ECT. TO BE PAINTED, VERIFY
COLOR W/ ARCH.
12.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE
ASSEMBLIES, TYP.
13.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY
ROOMS, WATER HEATER ROOMS, ETC)
14.SEE A5.1 & A5.2 FOR ADA DETAILS.
15.SEE A7.1 FOR INTERIOR FLOOR BASE & FLOORING TRANSITION DETAILS.
16.SEE A7.1 FOR DOOR AND WINDOW DETAILS.
17.ALL DOORS, WINDOWS, PLUMBING, ETC TO REMAIN SHALL BE PROTECTED AS
REQUIRED DURING CONSTRUCTION.
18.VERIFY ALL HARDWARE WITH OWNER, PROVIDE ALLOWANCES.
General Notes - Building Plans
2 SIM
A2.11
2
A2.11 OFFICE 1
101
OFFICE 2
102
STAIRS
107
DECK
EXT103
9'-
0
"
17'-0"
5'-
0
"
15'-0"
5'-
0
"
4'-
0
"
4'-0"
5'-
0
"
5'-
0
"
30'-0" MAX 6'-0"
7'-0"11'-0"15'-0"
5'-
0
"
4'-
0
"
4'-
0
"
5'-
4
"
5'-
0
"
28'-0"5'-0"12'-0"5'-0"30'-0" MAX 6'-0"6'-0"
10
'
-
0
"
5'-
0
"
5'-
0
"
1'-0" TYP
4'-
4
"
53'-0"
9'-
0
"
17'-0"
THIS SHEET IS INTENDED TO BE
PRINTED IN COLOR TO FULLY
UNDERSTAND THE INFORMATION
BEING PRESENTED.
E-1*
I-E I-E
E-1*E-1*
E-1*
E-1*E-1*
E-1*
1
A4.2
1
A4.3
2
A4.3
5'-0" CLR
SCALE :2 Exterior Stair Basement Entry
1/4" = 1'-0"
NN
1
A4.2
1
A4.1
1
A4.4
BASEMENT
ENTRY
EXT001
1 2
A
B
C
D
E
G
F
26
'
-
0
"
9'-
0
"
17
'
-
0
"
1'
-
0
"
T
Y
P
1'
-
0
"
T
Y
P
1'-
0
"
T
Y
P
HANDRAILS BOTH SIDES PER CODE. EXTEND 1'-0" MIN FROM END OF RAMP
@ TOP AND BOTTOM. HANDRAILS SHALL REMAIN CONTINUOUS @ LANDINGS.
RETURN TO WALL OR RAILING, TYP.
ADJACENT ROOM,
INFORMATION NOT SHOWN
FOR CLARITY ON THIS PLAN
SC1
WD1
T1
INTERIOR CONCRETE - SEALED
NOTE: EXTERIOR CONCRETE NOT SEALED
WOOD LOOK FLOORING - TAS
FLOORING : TANDEM TILE : NORWICH
CW1 5/4 P.T. WOOD DECKING, STAIN.
CERAMIC TILE FLOORING
NOTE: OFFICE ONLY
CONC =
WD =
TILE =
GWB
CW =
GYPSUM WALL BOARD -
SEE ASSEMBLIES SHEET A0.2
WM WALK-OFF MATT
NOTE: STAIR ONLYWM =T2 CERAMIC TILE FLOORING
NOTE: OFFICE ONLY
TILE =
RF1 RESILIENT FLOORINGRF =
CPT1 CARPETCPT =
Legend - Finish Plan
T3 CERAMIC TILE FLOORING
NOTE: RESIDENTIAL ONLY
TILE =
ROOM #AREA NAME FLOOR WALLS TRIM, WINDOWS
& DOORS CEILINGBASEMILLWORK NOTES
** SEE INTERIOR FINISH NOTES ON A5.3Finish Schedule - Exterior
EXT101 Deck CW1 --- SEE ELEVS SEE ELEVATIONS SEE ELEVS
EXT102 Deck CW1 --- SEE ELEVS SEE ELEVATIONS SEE ELEVS
EXT103 Deck CW1 --- SEE ELEVS SEE ELEVATIONS SEE ELEVS
EXT001 Basement Entry CONC ---SEE ELEVATIONS SEE ELEVS
EXT002 ---SEE ELEVATIONS SEE ELEVS
EXT003 Patio / Window Well ---SEE ELEVATIONS SEE ELEVS
EXT004 ---SEE ELEVATIONS SEE ELEVS
Basement Entry CONC
CONC
CONC
CONC
CONCPatio / Window Well
CONC
CONC
EXT005 ---SEE ELEVATIONS SEE ELEVSCONCWindow Well GRAVEL
EXT006 ---SEE ELEVATIONS SEE ELEVSCONCWindow Well GRAVEL
HOSE BIB, SEE MECHHB
X
T.S. COLUMN INTEGRATED WITH RAILING, SEE STRUCTURAL.
4'-
0
"
12
'
-
3
"
DOWN SPOUT INTEGRATED WITH COLUMN & RAILING SYSTEM. SEE CIVIL
FOR DRAINAGE.
FD
1
2
3
LANDING LANDING
LANDING
DN
ACCESSIBLE ROUTE
RAMP
WINDOW WELL
BELOWDN DN
DN
DN
DN
WINDOW WELL
BELOW
UP
SEE CIVIL FOR FULL EXTENT
OF PARKING LOT,
SIDEWALKS & LANDSCAPING
SEE CIVIL FOR
FULL EXTENT OF
SIDEWALKS AND
CCESS ROAD
380 NET SQ FT
RAMPS & LANDINGS
530 NET SQ FT
SEESEE
SEE
SIM SIM
1:12 MAX SLOPE 1:12 MAX SLOPE
1:12 MAX SLOPE
UP
FD
D.S.
1
2
2
3
3
4 4
4
4
HB
HB
FD 1
FD
1
D.S.
5
5
5
6
6
6
2'-0"2'-0"
2'-0"2'-0"6'-0"
86'-0"
6'-0"17'-0"3'-0"12'-0"9'-0"12'-0"3'-0"
6'-0"
86'-0"
6'-0"17'-0"3'-0"12'-0"9'-0"12'-0"3'-0"17'-0"
4'-
0
"
5'-
0
"
4'-
0
"
3'
-
0
"
4'-
0
"
5'-
0
"
4'-
0
"
3'
-
0
"
17'-0"
9'-0"
3'-
0
"
3'-
0
"
9'-0"
32'-0"22'-0"32'-0"
6'-0"
4'-
0
"
5'-
0
"
4'-
0
"
3'
-
0
"
11
'
-
0
"
3'-
0
"
MDF, PAINTED.
RUBBER BASE.
MDF WALL BASE, PAINTED.
TR-1 =
B-1 =
B-2 =
PAINT - WALLS & CEILINGS, V.W.O.P-1 =
PAINT - FLOOR BASE, WINDOWS AND DOOR TRIM, V.W.O.P-2 =
CABINETS - BELMONT 1600 SERIES: TERRA: CARBON. V.W.O.CB-1 =
COUNTERTOPS - QUARTZ: WHITE. V.W.O.CT-1 =TILE WALL BASE, TO MATCH FLOOR TILE.B-3 =
Ramp Notes - Typical of All
RAMP NOTES:
·RAMPS AS PART OF A MEANS OF EGRESS SHALL NOT BE STEEPER THAN A MAXIMUM SLOPE OF 1:12 (RISE:RUN) (8%
SLOPE) (PER IBC 2012 : 1010.3)
·THE CROSS SLOPE OF THE RAMP SHALL NOT BE STEEPER THAN A MAXIMUM SLOPE OF 1:48 (2% SLOPE) (PER IBC 2012 :
1010.4)
·THE MAXIMUM RISE FOR ANY RAMP RUN SHALL BE 30" (PER IBC 2012 : 1010.5)
·THE CLEAR WIDTH BETWEEN THE HANDRAILS OF A RAMP SHALL BE NO LESS THAN 36" MINIMUM (PER IBC 2012 : 1010.6.1)
·THE CLEAR HEADROOM OF ALL PARTS OF A RAMP SHALL BE NO LESS THAN 80" MINIMUM (PER IBC 2012 : 1010.6.2)
RAMP LANDING NOTES:
·LANDINGS SHALL BE PROVIDED AT THE TOP & BOTTOM OF EACH RAMP, POINTS OF TURNING, ENTRANCE, EXITS, AND
DOORS (PER IBC 2012 : 1010.7)
·THE SLOPE OF A LANDING SHALL NOT BE STEEPER THAN A MAXIMUM SLOPE OF 1:48 (2% SLOPE) IN ANY DIRECTION (PER
IBC 2012 : 1010.7.1)
·THE LANDING WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN ADJOINED TO THE LANDING. THE LANDING
LENGTH SHALL BE 60" MINIMUM. U.N.O. (PER IBC 2012 : 1010.7.2 & 1010.7.3)
·AT CHANGES OF RAMP TRAVEL DIRECTION, A LANDING OF 60" x 60" MINIMUM SHALL BE PROVIDED U.N.O. (PER IBC 2012 :
1010.7.4)
·RAMP SURFACE SHALL BE SLIP-RESISTANT MATERIALS AND SECURELY ATTACHED (PER IBC 2012 : 1010.8.1)
RAMP HANDRAIL NOTES:
·RAMPS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS ON BOTH SIDES (PER IBC 2012 : 1010.9)
·SEE DETAIL 2 THIS SHEET FOR MORE INFORMATION ON HANDRAILS.
RAMP EDGE PROTECTION NOTES:
·EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND RAMP LANDINGS (PER IBC 2012 : 1010.10)
·SEE DETAIL 7 THIS SHEET FOR MORE INFORMATION ON EDGE PROTECTION.
RAMP GAURD NOTES:
·GUARDS SHALL BE PROVIDE AT RAMPS AND LANDINGS WHERE REQUIRED (PER IBC 2012 : 1010.11)
·SEE DETAIL 3 THIS SHEET FOR ADDITIONAL INFORMATION ON GUARD REQUIREMENTS.
SEE RAMP NOTES THIS SHEET FOR RAMP REQUIREMENTS.7
7
3
S5.1
6
S5.1
1
S5.2
3
A4.4