Hotel Project Basis of Design Report - storage.googleapis.com
Transcript of Hotel Project Basis of Design Report - storage.googleapis.com
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MA
ID
MEP
OPEN TO COURTYARD BELOW
P
SERVICE
STAIR TOL3
MA
ID
MEP
OUTDOOR TERRACES
OU
TD
OO
R T
ER
RA
CE
S
ST
AIR
TO
L1
DECK
DECK
DECK
DECK
DECK DECK
ME
CH
S
MEP
DECK
OPEN POOL AREA BELOW STAFF PARKING BELOW
HOTEL COURTYARDPLAZA BELOW
RO
OF
ROOF
ROOF GARDEN
RO
OF
DE
CK
RO
OF
STAIR STAIR
STAIR
ST
AIR
S (E) RETAIL BUILDING
(E) FEED STORE BUILDING(E) INDEX TRIBUNE BUILDING(E) LYNCH BUILDING
WEST NAPA STREET
FIR
ST
ST
RE
ET
WE
ST
(E) KRUG EVENT CENTER
ENTRY BELOW
SE
RV
ICE
DECK
DECK
DECK
DECKDECK DECK DECK
SPA PLAZABELOW
BE
ST
WE
ST
ER
N S
ON
OM
A V
AL
LE
Y IN
N
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/16" = 1'-0"
S2.02a
SECOND FLOOR SHEARWALL PLAN
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/16" = 1'-0"1SECOND FLOOR SHEAR WALL PLAN
N
S
EW
TRUE
PR
OJE
CT
NO
RT
H
Seismic separation jointthrough floor and walls
Plywood shear wallswith tie downs, typ.
Plywood shear wallswith tie downs, typ.
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S
SERVICE
MA
IDMEP
TERRACE
ST
AIR
TO
L2
ME
CH
MA
ID
MEP
OPEN TO COURTYARD BELOW DECK
DECK
DECK
DECK DECK
MEP
DECKS
P
STAIR STAIR
STAIR
ST
AIR
(E) RETAIL BUILDING
(E) FEED STORE BUILDING(E) INDEX TRIBUNE BUILDING(E) LYNCH BUILDING
WEST NAPA STREET
FIR
ST
ST
RE
ET
WE
ST
(E) KRUG EVENT CENTER
OPEN POOL AREA BELOW STAFF PARKING BELOW
SE
RV
ICE
ROOF GARDEN BELOW
HOTEL COURTYARDPLAZA BELOW
SPA PLAZABELOW
BE
ST
WE
ST
ER
N S
ON
OM
A V
AL
LE
Y IN
N
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/16" = 1'-0"
S2.03
THIRD FLOOR FRAMINGPLAN
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/16" = 1'-0"1THIRD FLOOR FRAMING PLAN
N
S
EW
TRUE
PR
OJE
CT
NO
RT
H
Glulam or PSL beams,level with joists
Floor Joists - 12" I-Joists at 24" bearing onstud walls, typical;Provide DBL joists at small shaft openings;Provide PSL beams at discontinuous walls
3/4" T&G floor plywoodglued and nailed, withblocked panel joints
Seismic separation jointthrough floor and walls
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S3.03
S
SERVICE
MA
ID
MEP
TERRACE
ST
AIR
TO
L2
ME
CH
MA
ID
MEP
OPEN TO COURTYARD BELOW DECK
DECK
DECK
DECK DECK
MEP
DECKS
P
STAIR STAIR
STAIR
ST
AIR
(E) RETAIL BUILDING
(E) FEED STORE BUILDING(E) INDEX TRIBUNE BUILDING(E) LYNCH BUILDING
WEST NAPA STREET
FIR
ST
ST
RE
ET
WE
ST
(E) KRUG EVENT CENTER
OPEN POOL AREA BELOW STAFF PARKING BELOW
SE
RV
ICE
ROOF GARDEN BELOW
HOTEL COURTYARDPLAZA BELOW
SPA PLAZABELOW
BE
ST
WE
ST
ER
N S
ON
OM
A V
AL
LE
Y IN
N
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/16" = 1'-0"
S2.03a
THIRD FLOOR SHEARWALL PLAN
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/16" = 1'-0"1THIRD FLOOR SHEAR WALL PLAN
N
S
EW
TRUE
PR
OJE
CT
NO
RT
H
Seismic separation jointthrough floor and walls
Plywood shear wallswith tie downs, typ.
Plywood shear wallswith tie downs, typ.
1 1
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MECHANICAL EQUIPMENT
MECHANICALEQUIPMENT
ME
CH
AN
ICA
L E
QU
IPM
EN
T
KIT
CH
EN
AIR
AN
DE
XH
AU
ST
EQ
UIP
ME
NT
GARAGE EXHAUSTEQUIPMENT
OPEN TO COURTYARD BELOW
OPEN POOL AREA BELOW
HOTEL COURTYARDPLAZA BELOW
STAFF PARKING BELOW
SPA PLAZA
SOLAR PANEL ARRAY
SO
LA
R P
AN
EL
AR
RA
Y
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/16" = 1'-0"
S2.04
ROOF FRAMING PLAN
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/16" = 1'-0"1ROOF FRAMING PLAN
N
S
EW
TRUE
PR
OJE
CT
NO
RT
H
Roof Joists - 12" I-Joists at 24" bearing onstud walls, typical;Provide DBL joists at shaft openings;Provide PSL beams at equipment > 500 lbs
Glulam or PSL beams,level with joists
Mansard Rafters -2x10 @ 24" typical
Dormer Rafters - 2x6@ 24" typical
2x10@24" Gablejoists, typical
Glulam or PSL Ridge,Hip and Valley beams,typical
Dormer rafters 2x6@24",typical
1/2" roof plywood withblocked panel joints
Dormer Rafters - 2x6@ 24" typical
Mansard Rafters -2x10 @ 24" typical
Roof Joists - 12" I-Joists at 24" bearing onstud walls, typical;Provide DBL joists at shaft openings;Provide PSL beams at equipment > 500 lbs
Glulam or PSL beams,level with joists
1/2" roof plywood withblocked panel joints
Pool/Storage BuildingRafters - 2x10 @ 24"typical
Glulam Ridge Beams
Equipment WellMansard Rafters -2x10 @ 24" typical
2x6 stud mansardwalls on glulam beams
12" I-Joists at 16" at SolarPanel Array, typical.Provide PSL beams atpoint loads >500 lbs.
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FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
Property LineWall Footing
12" Concrete Slab
5" Concrete Slab ongrade over waterproofingand subslab drainagesystem
3x6 @ 16"Stud Walls
12" Concrete Basement Wall,waterproofed and back drained
5" Concrete Slab ongrade
Heavy TimberColumns
2x10 Joist @ 24"
Glulam RidgeBeam
2x6 Dormer Joists@ 24" on center
GLULAM or PSL Beams atdiscontinuous bearing wallsand shear walls
1/2" Plywood over 12"I-Joists at 24" on center
2x6 @ 16" oncenter studs, typ.
3/4" T&G Plywoodover 12" I-Joists at24" on center
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
12" Concrete Slab
5" Concrete Slab on grade overwaterproofing and subslab drainagesystem
Property LineWall Footing
2x6 Dormer Joists@ 24" on center
2x10 Mansard Rafters@ 24" on center
1/2" Plywood over 12"I-Joists at 24" on center
3/4" T&G Plywood over 12"I-Joists at 24" on center
3/4" T&G Plywood over 12"I-Joists at 24" on center
2x6 @ 16"on centerstuds, typ.
2x6 @ 16"on centerstuds, typ.
3x6 @ 16"Stud Walls
12" Concrete BasementWall, waterproofed andbackdrained
GLULAM or PSL Beamsat discontinuous bearingwalls and shear walls
Heavy Timber Columns
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/8" = 1'-0"
S3.00
BUILDING SECTIONS
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/8" = 1'-0"1BUILDING SECTION
1/8" = 1'-0"2BUILDING SECTION
1 1
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
Landscape over waterproofing layeron structural slab, sloped to drains
Property LineWall Footing
12" Concrete BasementWall, waterproofed andback drained
6" Concrete Slab on grade over waterprotection and subslab drainage
3/4" T&G Plywoodover 12" I-Joists at24" on center
1/2" Plywood over 12"I-Joists at 24" oncenter
GLULAM or PSL Beamsat discontinuous bearingwalls and shear walls
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
3/4" T&G Plywoodover 12" I-Joists at24" on center
1/2" Plywood over 12"I-Joists at 24" oncenter
Property LineWall Footing
12" Concrete BasementWall, waterproofed andback drained 6" Concrete Slab on grade over water
protection and subslab drainage
Pool Deck Slab over highdensity polystyrene foam
Pool
2x10 Mansard Rafters@ 24" on center
2x6 Dormer Joists@ 24" on center
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/8" = 1'-0"
S3.01
BUILDING SECTIONS
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/8" = 1'-0"1BUILDING SECTION
1/8" = 1'-0"2BUILDING SECTION
1 1
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
6" Concrete Slab on grade over waterprotection and subslab drainage
3/4" T&G Plywoodover 12" I-Joists at24" on center
1/2" Plywood over 12"I-Joists at 24" oncenter
2x10 Mansard Rafters@ 24" on center
12" Concrete Slab
2x6 @ 16" oncenter studs, typ.
3x6 @ 16"Stud Walls
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
6" Concrete Slab on grade over waterprotection and subslab drainage
3/4" T&G Plywoodover 12" I-Joists at24" on center
1/2" Plywood over 12"I-Joists at 24" oncenter
2x10 Mansard Rafters@ 24" on center
12" Concrete Slab
2x6 @ 16" oncenter studs, typ.
3x6 @ 16"Stud Walls
Landscape over waterproofing layeron structural slab, sloped to drains
Property LineWall Footing
Property LineWall Footing
GLULAM or PSL Beamsat discontinuous bearingwalls and shear walls
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/8" = 1'-0"
S3.02
BUILDING SECTIONS
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/8" = 1'-0"1BUILDING SECTION
1/8" = 1'-0"2BUILDING SECTION
1 1
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
ROOF LEVEL35' - 0"
Basement-11' - 2"
6" Concrete Slab on grade over waterprotection and subslab drainage
3/4" T&G Plywood over 12"I-Joists at 24" on center
1/2" Plywood over 12" I-Joists at 24" on center
2x10 Mansard Rafters@ 24" on center
12" Concrete Slab
2x6 @ 16" oncenter studs, typ.
3x6 @ 16"Stud Walls
Property LineWall Footing
Pool Deck Slab over highdensity polystyrene foam
Pool
FIRST FLOOR0' - 0"
SECOND FLOOR12' - 4"
THIRD FLOOR22' - 8"
Basement-11' - 2"
1/2" Plywood over2x10 joists at 24"
2x6 @ 16" Walls
Property LineWall Footing
12" Concrete BasementWall, waterproofed andback drained
6" Concrete Slab on grade over waterprotection and subslab drainage
Pool Deck Slab over highdensity polystyrene foam
12" Concrete Slab
Landscape over waterproofing layeron structural slab, sloped to drains
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/8" = 1'-0"
S3.03
BUILDING SECTIONS
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/8" = 1'-0"1BUILDING SECTION
1/8" = 1'-0"2BUILDING SECTION
1 1
10" THICK DROPPANELS
0
FA
CE
OF
EX
TE
RIO
R W
ALL
STEP SLAB FOR PAVERSAND SAND BED
SLAB DRAIN
6" SLAB ON GRADE
INTERIOR EXTERIOR
0
12" MIN. THICK SLAB12" THICK SLAB
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Not For Construction
1/4" = 1'-0"
S3.04
TYPICAL PODIUM SLABSECTION
2015 / 03 / 31
HOTEL PROJECTSONOMA
BASIS OF DESIGNREPORT
KenwoodInvestments LLC
Sonoma, CA
1/4" = 1'-0"1TYPICAL PODIUM SLAB SECTION
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Drawing No.
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Drawn By
Date:
Scale:
Checked By
Sheet Title
1
2
3
4
5
6
7
8
9
10
Not For Construction
Project No.
HOTEL PROJECTSONOMA
Project Number
IC CL
KenwoodInvestments LLC
Sonoma, CA
REVISIONS
No. Description Date
NTS
Rev 1 04/29/2015
K:\2
015\
2015
-007
Ken
woo
d In
vest
men
ts\1
-DR
AW
ING
S\2
D\W
OR
KIN
G\E
5.00
.dw
g, 4
/29/
2015
3:2
9:40
PM
, Ign
acio
1 1
Drawing No.
If this drawing is not 24" x 36", it is a reduced print - scale accordingly.All rights reserved. Material may not be reproduced in any formwithout permission from RossDrulisCusenbery Architecture, Inc.
Drawn By
Date:
Scale:
Checked By
Sheet Title
1
2
3
4
5
6
7
8
9
10
Not For Construction
Project No.
HOTEL PROJECTSONOMA
Project Number
KenwoodInvestments LLC
Sonoma, CA
REVISIONS
No. Description Date
IC CL
NTS
Rev 1 04/29/2015
K:\2
015\
2015
-007
Ken
woo
d In
vest
men
ts\1
-DR
AW
ING
S\2
D\W
OR
KIN
G\E
5.01
.dw
g, 4
/29/
2015
3:3
2:22
PM
, Ign
acio
1 1
May 2015 SONOMA HOTEL PROJECT - KENWOOD INVESTMENTS, LLCBasis of Design Report
12-1
RossDrulisCusenbery Architecture, Inc. Visual Simulations
1 2V I S U A L S I M U L A T I O N S
1st Street West Before 1st Street West After
2nd Street West Before 2nd Street West After
SONOMA HOTEL PROJECT - KENWOOD INVESTMENTS, LLC May 2015Basis of Design Report
12-2
RossDrulisCusenbery Architecture, Inc.Visual Simulations
2nd Street West Elevation Before 2nd Street West Elevation After
1st Street West Elevation Before 1st Street West Elevation After
1 2
May 2015 SONOMA HOTEL PROJECT - KENWOOD INVESTMENTS, LLCBasis of Design Report
12-3
RossDrulisCusenbery Architecture, Inc. Visual Simulations
West Napa Street From Sonoma Plaza Before West Napa Street From Sonoma Plaza After
1 2
SONOMA HOTEL PROJECT - KENWOOD INVESTMENTS, LLC May 2015Basis of Design Report
12-4
RossDrulisCusenbery Architecture, Inc.Visual Simulations