-

-

-

-

-

-

2

S3.00

1

S3.00

1

S3.02

2

S3.02

1

S3.01

2

S3.01

1

S3.03 2

S3.03

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.

1 1

-

-

--

-

-

-

-

-

-

--

--

-

-

--

-

2

S3.00

1

S3.00

1

S3.02

2

S3.02

1

S3.01

2

S3.01

1

S3.03 2

S3.03

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

1 1

-

-

-

-

-

-

-

-

-

2

S3.00

1

S3.00

1

S3.02

2

S3.02

1

S3.01

2

S3.01

1

S3.03 2

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

-

-

-

-

-

-

-

-

2

S3.00

1

S3.00

1

S3.02

2

S3.02

1

S3.01

2

S3.01

1

S3.03 2

S3.03

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.

1 1

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