Jackson House Case Study

JACKON RETREAT Nicholas Guarna

WINDOWS AND DOOR SCHEDULES

SHEETS

Window Schedule Mark

1

9

1

1

1

3

Type (by type) JH (by type) JH Small 72x60 JH

Width 6' - 0" 5' - 0" 11' - 0"

Door Schedule Count

Mark

1

1

1

1 1 1 1 1

VICINITY MAP

11 2 3 4 5

Type

Width

Door-Curtai n-Wall-Sing le-Glass Door-Curtai n-Wall-Sing le-Glass Door-Curtai n-Wall-Sing le-Glass 68" x 80" 36" x 84" 36" x 84" 36" x 84" M10 x M21 Unclassifie dRight-hand ed JH

5' - 3 5/32"

Cover Sheet TITLE SHEET SITE PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN ELEVATIONS ELEVATIONS SECTIONS SECTIONS ROOF PLAN Wall Section Detail Details Auxiliary Auxiliary Cost Estimate Prices

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Consultant Address Address Phone Fax e-mail

3' - 0 1/8"

5' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 6"

EXCEPTION: 1.

RECESSED LIGHTING FIXTURES NOT OVER 56 LBS. IN WEIGHT, AND SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20 LBS. IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS. 2.

AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 LBS., AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS. THE ABOVE REQUIREMENTS ARE INTENDED TO BE IDENTICAL TO THOSE CURRENTLY ENFORCED BY THE CITY OF LOS ANGELES. THE 2007 CBC STANDARD IS ALSO AN ACCEPTABLE BRACING METHOD. OTHER METHODS USING THE LOADS SPECIFIED IN CHAPTER 23 OF THE 2007 C.B.C. MAY BE USED, PROVIDED THEY ARE SUBSTANTIATED BY DESIGN CALCULATIONS RC-4 CONTRACTOR TO COORDINATE ELECTRICAL, MECHANICAL AND CEILING CONTRACTOR TO VERIFY THAT ADEQUATE DEPTH IS PROVIDED ABOVE CEILING TO ACCOMMODATE RECESSED LIGHTING FIXTURES. BEFORE PROCEEDING WITH WORK, ARCHITECT SHOULD BE NOTIFIED OF ANY OBSTRUCTIONS THAT WOULD INTERFERE WITH LIGHTING LAYOUT. RC-5 GENERAL CONTRACTOR TO SUBMIT CUT SHEETS FOR ALL FIXTURES AND EQUIPMENT INCLUDING LIGHTS, SWITCHES, PLATES, PLUGS, DIMMERS, SENSORS AND GRILLES TO ARCHITECT FOR APPROVAL, PRIOR TO PURCHASE AND INSTALLATION. RC-6 ARCHITECT'S DRAWINGS GOVERN OVER ENGINEER'S FOR ALL INFORMATION CONCERNING TYPE, AMOUNT AND LOCATION OF FIXTURES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO ORDER. RC-7 THE GENERAL CONTRACTOR AND SUBCONTRACTORS MUST CERTIFY THAT ALL MATERIALS, EQUIPMENT AND PROCESSES THAT ARE TO BE USED OR INSTALLED ON THE PROJECT ARE FREE OF ASBESTOS CONTAINING MATERIALS (ACM), AND POLYCHLORINATED BIPHENYSIS (PCB).

RC-8 ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE AND ALL APPLICABLE LOCAL BUILDING CODES AND ORDINANCES. RC-9

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SHEET NAME

3' - 6 1/2"

NOTES

Project Location

SHEET NO.

LIGHT FIXTURES IN FIRE RATED CORRIDOR CEILINGS TO BE FIRE PROOFED PER LOCAL CODES.

RC-10 PROVIDE MOTORIZED FIRE DAMPERS AT ALL MECHANICAL DUCTS OR AIR RETURN OPENINGS WHICH PENETRATE FIRE RATED PARTITIONS. HVAC CONTRACTOR TO VERIFY EXISTING DAMPERS MEET CODE PRIOR TO BIDDING. RC-11 DIRECTIONAL EXIT SIGNS TO BE INSTALLED TO SATISFY REQUIREMENT OF LOCAL BUILDING AND FIRE CODES. ILLUMINATED EXIT SIGN TO BE DUAL CIRCUITED ON REGULAR POWER AND SELF-CONTAINED EMERGENCY BATTERY POWER OR PLEXIGLAS, MIRRORED LETTERS TO BE GREEN ON APPROVED EQUAL. ILLUMINATED FROM WITHIN CEILING, U.O.N. RC-12 PROVIDE NIGHT LIGHTING BY ASSIGNING SELECTED FIXTURES TO BE ON DUAL CIRCUIT REGULAR POWER AND SELF-CONTAINED BATTERY BACKUP (EMERGENCY), OR AS INDICATED ON PLANS. RC-13 WHERE ONE (1) SWITCH ONLY IS INDICATED ON PLAN, CONTRACTOR SHALL PROVIDE OTHER ADDITIONAL SWITCHES AS REQUIRED IN ACCORDANCE WITH CODE REQUIREMENTS AND BEST TRADE PRACTICE. SUCH ADDITIONAL SWITCHES SHALL BE IN LOCATIONS AS INDICATED ON PLAN AND GROUPED IN GANG PLATES AS REQUIRED. RC-14 WHERE LIGHT MOTION SENSORS ARE SPECIFIED, ENGINEERS TO LOCATE SENSORS FOR BEST APPLICATION. ARCHITECT TO APPROVE SENSOR

PARCEL INFORMATION ARCHITECT: ANNE FOUGERON ARCHITECTURE 720 YORK STREET #107 SAN FRANCISCO, CA 94110 P: 415.641.5744 F: 415.282.6434 CLIENT: MARILOUISE JACKSON 565 Bellvue Ave #801 Oakland, CA 94601 P:510.839.5420

JACKSON HOUSE

CONTRACTOR: ARDEN HANDSHY PO BOX 51758 PACIFIC GROVE, CA 93950 P: 831.649.6420 F: 831.649.1338 FACILITATOR: HAROLD GRICE 561 BRUNKEM AVE SUITE A SALINAS, CA 93901 P: 831.422.9619 CIVIL ENGINEER: JEFF NORMAN BOX 15 BIG SUR, CA 93920 P:831.667.2815 F:831.667.1105

Nicholas Guarna

BIOLOGICAL ENGINEER: JEFF FROKE 3158 BIRD ROCK ROAD PEBBLE BEACH, CA 93953 P: 831.649.3764.

F: 831.649.3763 AMPHIBIAN STUDIES: PAUL ENDRES 2444 SPAULDING AVE BERKELEY,CA 94703 P: 510.845.4533 F: 510.845.3906 STRUCTURAL ENGINEER: ROY WEBSTER & ASSOCIATES 512 CAPITOLA AVE, #201 CAPITOLA CA 95010 P:831.462.6237 FORESTER: ARCHAEOLOGICAL RESOURCE MGMT. 496 N. 5TH ST. SAN JOSE, CA 95112 P: 408.295.1373 ARCHAEOLOGICAL: THOMAS GEORGE CONSTRUCTION 8716 CARMEL VALLEY ROAD CARMEL, CA 93923 P: 831.624.7315 F: 831.601.1319 SPEC WRITER: GEORGE TIEDERMAN P: 415.999.4713

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TITLE SHEET

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Count

SHEET INDEX

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Consultant Address Address Phone Fax e-mail

2

A

.1 A3

1

B

2

.0 A3

F

"

G

4" 1/

H I

"

DN

32 1/

-1

2 1/

11

6'

' 25

-4

E '24

6

4

5"

5

D

1

'26

3

C

J

DN

K L '40

M

4 4" 1/ 2'

DN

' 11

'23 1 2" 1/

' 25

2" 1/

"

"

1

-2

-1

2 1/

/ 15

7'

JACKSON HOUSE

"

.1 A3

6' 8" 5/

6'

16 5/

-4

-7

" 32

-2

-9

'22 8 16 1/ "

'35

6

1 1/

6"

Nicholas Guarna

Project number

Project Number

SITE PLAN

True North

1

Site 1/16" = 1'-0"

A1.0

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A

B

C

D

14' - 2 1/4"

E

F

8' - 11 15/32"

G

H

I

16' - 8 3/4"

J

K

8' - 8 1/2"

L

17' - 7 5/8"

M

9' - 6 3/32"

2' - 9"

2' - 9"

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7' - 2 1/2"

7' - 2 1/2"

DN

Consultant Address Address Phone Fax e-mail

7' - 0"

1

15' - 4 15/32"

11

8' - 1 31/32"

2

3 1

LIVING ROOM 3

FIRE PLACE 2

BEDROOM 1

BEDROOM 4

4

12' - 9 1/2"

12' - 9"

A4.0

JACKSON HOUSE

5

5' - 1"

5' - 4"

4' - 10"

3

Nicholas Guarna

4

9' - 7 1/4"

2

21 DN

A4.0

20

KITCHEN 6

2

BATHROOM 7

BATHROOM 5

15

6

DN

6' - 5 1/4"

5' - 6 3/4"

5' - 6 3/4"

5' - 6 3/4"

5' - 6 3/4"

5' - 6 3/4"

6' - 1 1/4"

7' - 8 1/2"

5' - 6 1/2"

6' - 2 1/4"

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1

A4.1

A4.1

FIRST FLOOR PLAN Project North

1

02 - FIRST FLOOR 1/4" = 1'-0"

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3' - 8"

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14' - 2 3/4"

8' - 8 1/4"

16' - 11 1/4"

8' - 8 1/2"

11' - 2"

6' - 5 5/8"

Consultant Address Address Phone Fax e-mail

9' - 5 7/8"

4' - 5"

7' - 0"

4' - 9 1/2"

1

6' - 1 31/32"

8' - 4 19/32"

2

3 1

12' - 6 1/2"

A4.0

DN

LIBRARY 8

LOFT 9

JACKSON HOUSE

5' - 4"

5' - 4"

4' - 5 1/8"

4

5

5

9' - 10 1/4"

9' - 7 1/4"

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6

5' - 6 3/4"

5' - 6 3/4"

5' - 6 3/4"

5' - 6 3/4"

5' - 6 3/4"

6' - 1 1/4"

7' - 8 1/2"

2

1

A4.1

A4.1

6' - 1 1/4"

5' - 6 3/4"

6' - 2 1/4"

9' - 9 15/32"

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SECOND FLOOR PLAN Project North

1

03 - 2ND FLOOR 1/4" = 1'-0"

A2.1

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6' - 2 1/4"

M

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A

Chanel Glass

2

1

A4.1

A4.1

Concrete Wall With Stucco Finish

Cross Column

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05 - ROOF TOP 24' - 10"

Copper Finish

04 - ROOF BOTTOM 22' - 2 1/2"

Cherry Wood Fence

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03 - 2ND FLOOR 12' - 4"

02 - 1ST FLOOR 2' - 4" 01 - GROUND FLOOR 0' - 0" 00 - Below -2' - 4"

1

JACKSON HOUSE

North 1/4" = 1'-0"

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2

1

A4.1

A4.1

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05 - ROOF TOP 24' - 10"

Nicholas Guarna

04 - ROOF BOTTOM 22' - 2 1/2"

03 - 2ND FLOOR 12' - 4"

Project number

Project Number

02 - 1ST FLOOR 2' - 4" 01 - GROUND FLOOR 0' - 0" 00 - Below -2' - 4"

2

South 1/4" = 1'-0"

NORTH-SOUTH ELEVATIONS

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2

1

05 - ROOF TOP 24' - 10" 04 - ROOF BOTTOM 22' - 2 1/2" www.nicholas.guarna.com

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03 - 2ND FLOOR 12' - 4"

02 - 1ST FLOOR 2' - 4" 01 - GROUND FLOOR 0' - 0" 00 - Below -2' - 4"

1

East 1/4" = 1'-0"

1

2

3

1 A4.0

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5

2

JACKSON HOUSE

6

A4.0

05 - ROOF TOP 24' - 10" 04 - ROOF BOTTOM 22' - 2 1/2"

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03 - 2ND FLOOR 12' - 4"

Project number

Project Number

02 - 1ST FLOOR 2' - 4" 01 - GROUND FLOOR 0' - 0" 00 - Below -2' - 4"

EAST-WEST ELEVATIONS

A3.1 2

West 1/4" = 1'-0"

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05 - ROOF TOP 24' - 10" www.nicholas.guarna.com

04 - ROOF BOTTOM 22' - 2 1/2"

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03 - 2ND FLOOR 12' - 4"

02 - 1ST FLOOR 2' - 4" 01 - GROUND FLOOR 0' - 0" 00 - Below -2' - 4"

1

JACKSON HOUSE

Section 1 1/4" = 1'-0"

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05 - ROOF TOP 24' - 10" 04 - ROOF BOTTOM 22' - 2 1/2"

Nicholas Guarna

03 - 2ND FLOOR 12' - 4"

Project number

Project Number

02 - 1ST FLOOR 2' - 4" 01 - GROUND FLOOR 0' - 0"

SECTIONS

00 - Below -2' - 4"

2

Section 2 1/4" = 1'-0"

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2

6

A4.0

1

5

4

A4.0

3

2

1

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1 A6.0

1

JACKSON HOUSE

Section 3 1/4" = 1'-0"

2

6

A4.0

5

4

1 A4.0

3

2

1

Nicholas Guarna

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SECTIONS

2

Section 4 1/4" = 1'-0"

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8' - 8 1/2"

1

2 40' - 4 1/4"

3' - 0"

32' - 3 1/4"

3 1

25' - 4 1/2"

A4.0

JACKSON HOUSE

4 1" / 1'-0"

1" / 1'-0"

5

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1

05 - ROOF TOP 1/4" = 1'-0"

ROOF PLAN

A5.0

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2 A4.1

Truss C-Channel Beam Window Mullion www.nicholas.guarna.com Door Jam Swing Glass Door

Channel Glass

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3' - 6"

3' - 3 19/32"

0' - 2 13/16"

0' - 2 1/2"

1' - 9 15/16" 0' - 2 1/2" 1' - 0 19/32" 0' - 4"

Roof

0' - 4 1/4"

Second Floor Finish

Stud

0' - 4 1/4"

Gypsum Wall Board

Insulation

JACKSON HOUSE

11' - 8 1/2"

Insulation Board

Copper Finish

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Joist Project number

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0' - 11 7/32"

0' - 4 13/16"

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1

Wall Section Detail 3/4" = 1'-0"

Foundation Footing

Wall Section Detail

A6.0

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0' - 11"

First Floor Finish

ALTERNATING DIAGONAL BRACING 4' O.C. MAX

UNDERSIDE OF STRUCTURE CEILING WHERE OCCURS

GLASS STUDS @ 16" O.C.

NOTE: PROVIDE ACOUSTICAL SEALANT BOTH SIDES OF FLOOR & CEILING GLAZING CHANNEL. BUTT JOINT PANELS WITH CLR SILICONE CALUKING

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD, TYP.

1" MIN. CLR.

METAL STUDS @ 16" O.C.

METAL STUD TRACK SILL PLATE

ACOUSTICAL SEALANT CONT. BOTH SIDES

ACOUSTICAL SEALANT

TOP OF FLOOR

0' - 0 1/2"

1" MIN.

BATT INSULATION. CLR.

10"

PIPE CLAMP ALUM. THRESHOL: ATTACH WITH COUTNERSUNK FLAT HEAD SCREWS SET IN SEALANT AND CLOSED ENDS

CONC. SLAB CONT. BED OF SEALANT

1

SCALE: 3''= 1'-0''

AL. GLAZING ENTRANCE DOOR THRESHOLD SCALE: 3''= 1'-0''

2 1/4"

1"

11" MIN. SEE STAIR PLAN

2

CONCRETE FILL TREAD

3' - 6"

SCALE: 3''= 1'-0''

3"

CHECKERED PLATE TREAD AND RISERS

1/2"

SCALE: 3''= 1'-0''

EXISTING GLASS PANEL LINE OF PARTITION BEYOND CARPET PER FINISH PLAN CONT. CLEAR GLAZING SEALANT TOP AND BOTTOM CONT 1/8" THK CLR ANODIZED ALUMINUM GLAZING SILL CHANNEL

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4

CLOSURE PLATE CONCRETE DECK

STEEL STRINGER

JACKSON HOUSE

CHECKERED PLATE TREAD AND RISER

MT-15, PAINTED SEE ELEVATION FOR COLOR

STEEL STRINGER

FULL HEIGHT GLAZING

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3"

L 2X2" VERTICAL/HORIZONTAL FRAME SUPPORT, PAINTED SEE ELEVATION FOR COLOR

2' - 10"

SEE STAIR SECTION

7" MAX.

3

MCNICHOL #401 PAINTED STEEL "U" TRIM WELDED ALL AROUND MESH STEEL PIPE HANDRAIL 1-1/2" O.D. PAINTED TO MATCH GUARDRAIL

1/2" O.D. STEEL BAR, BENT WELDED TO SPACER PLATE

METAL ANGLE BRACKET

GUARDRAIL DETAIL

CONTINUOUS 1/8" MTL GLAZING RECESSED CHANNEL. SHIM AS REQUIRED

4"

AL. GLAZING ENTRANCE DOOR THRESHOLD

FINISH CEILING PER RCP

2 LAYERS OF 5/8" GYPSUM BOARD

BATT INSULATION. DOOR

MTL STUD 20 GA. CONT. HEADER & 25 GA. FRAMING @ 16" O.C. TO UNDERSIDE OF SLAB ABOVE.

0' - 1 1/2"

TOP PLATE

STEEL EMBED PLATE FLUSH TO FACE OF CONCRETE SLAB SEE STRUCTURAL FOR LOAD REQUIREMENTST.O. SLAB

6"

METAL ANGLE BRACKET AT EACH STRINGER

SEE SECTION

C.I.P. CONCRETE SLAB

TREAD & RISER SCALE: 1 1/2" = 1'-0"

5

ST005

GUARDRAIL DETAIL SCALE: 1 1/2''= 1'-0''

6

STRINGER AT TOP LANDING SCALE: 1 1/2" = 1'-0"

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7

Project Number

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Details

A7.0

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ST102

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Consultant Address Address Phone Fax e-mail

JACKSON HOUSE

Nicholas Guarna

Long Section Perspective

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Auxiliary

A8.0

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1

www.nicholas.guarna.com

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1

Short Section Perspective

JACKSON HOUSE

Nicholas Guarna

Project number

Project Number

Auxiliary

2

Short Section Perspective 2

A8.1

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www.nicholas.guarna.com

Consultant Address Address Phone Fax e-mail

JACKSON HOUSE

Nicholas Guarna

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Cost Estimate Prices

A9.0

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Total Estimate Cost: $ 363,723