13
The client for this project is acting as their own general contractor and they are on a very tight budget. They have worked with the builder and structural engineer on other projects. This house is going to be the new home for the builder and his family. Therefore the drawings are not quite as detailed as I would normally produce but, never the less, provide a good example of my work. These are the drawings that were submitted to the county building and planning departments. They were approved with only minor corrections. Those corrections were made on the printed drawings at the counter and are not reflected in these PDFs.

The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

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Page 1: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

The client for this project is acting as their own general contractor and they are on a very tight budget. They have worked with the builder and structural engineer on other projects. This house is going to be the new home for the builder and his family. Therefore the drawings are not quite as detailed as I would normally produce but, never the less, provide a good example of my work. These are the drawings that were submitted to the county building and planning departments. They were approved with only minor corrections. Those corrections were made on the printed drawings at the counter and are not reflected in these PDFs.

Page 2: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

iden

ce

11-001

Add

ition

and

Rem

odel

5421

Sob

rant

e Av

e., E

l Sob

rant

e, C

A 94

803

Scale: As Noted

Date

Title

She

et a

nd S

ite P

lan

Sun

day,

Apr

il 8,

201

2 - 3

:52

PM

- /U

sers

/jfc/

Doc

umen

ts/A

rchi

tect

ural

File

s/B

usin

ess/

Car

ico

Arc

hite

ctur

e/C

A P

roje

cts

2011

/11-

002

Ran

z - E

l Sob

rant

e/11

-002

BIM

-CA

D F

iles/

11-0

02 A

rchi

CA

D M

odel

s/11

-002

Ran

z - E

l Sob

rant

e.pl

n - A

-001

- Ti

tle S

heet

and

Site

Pla

n

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-001

SheetA-001

A-002

A-101

A-102

A-201

A-202

A-203

A-204

A-301

A-302

A-401

A-501

T-24.1

T-24.2

SN

S1

S2

S3

SD1

SD2

TitleTitle Sheet and Site Plan

Axonometric Views

Existing/Demolition Plans

Existing/Demolition Elevs and Sections

Lower Level Plan, Section, Details

Upper Level Plan

Clerestory and Roof Plans, Details

Electrical Plans

Exterior Elevations, Details

Exterior Elevations

Sections

Door and Window Schedules

Title 24 Calculations

Title 24 Calculations

Structural Notes

Foundation Framing Plan

Floor Framing Plan

Roof Framing Plan

Structural Details

Structural Details

DescriptionSheet Index, Vicinity Map, Team Directory, Project Notes,Abbreviations, Symbols and Wall Types, Site PlanViews from Southwest, Northwest, Northeast andSoutheast

Lower and upper level demolition plans

Exterior demolition elevations

Lower level plan, exterior stair section, stair details

Roof plan, clerestory plan, roof details

Lower and upper levels schematic electrical plans

West and South elevations, details

East and North elevations

Building sections cutting North-South

Door schedule, door types, door notes, window schedule,window types, window notes

Title 24 report, pages 1-6

Title 24 report, pages 7-12

Structural notes and specifications, shear wall schedule,horizontal diaphragm schedule, abbreviations, misc.

Foundation plan, notes, legend

Floor framing plan, notes, legend

Roof framing plan, notes, legend

Framing details

Foundation details, framing details

true

northPla

nN

orth

5'-0"

5'-0"

15'-0

"20

'-0" 54

'-3"

47'-9

"

8'-4

1/2

"

24'-0

"

41'-9

"

5'-8 1/4"

62'-9"

75'-6"

Existing concretedriveway apronto remain

Existingconc.gutter toremain

Existing asphalt paving

Deck edge angle to parallelNorth property line

Existing housefootprint

Proposedaddition

N 74º 21' W 252.50'

N 68º 37' S12.00'

N.B

. 94

.99'

N 80º 07' E 62.00'N 32º 0

7' 30" E 28.00'

N 47º 58' 30" W 277.50'

Proposed deck

Sobrante Ave.

setba

ck

setback

setback

setb

ack

Existing11'-8" x21'garageparking

9'x19' parkingspace

Existing CaliforniaCoastal Oak to remain.

Proposed addition

Up

SD

Existing wall to be demolished.

Exterior wall:2x4 studs at 16" o.c. for walls up to 10'-1", 2x6 studs for walls over 10'-1" tall; R-13 insulation;1/2" gyp. bd. at interior with light orange peel texture; stucco o/ metal lath and bldg. paper o/sheathing per Structural Drawings at exterior. Stucco texture shall match on all walls and shallbe one of the following: light dash, medium dash, fine sand float, medium sand float. Stuccoshall be integrally colored. Verify and coordinate color with Architect and Owner.

Smoke and Carbon Monoxide detector: Ceiling mounted, hard-wired with battery backup.Center above door where possible.

Indicates perimeter of one-hour rated area (Garage). Walls at this area to have 5/8" type 'x' gyp.bd. ea. side. Ceiling to be 5/8" type 'x' ceiling board. Finishes to match other walls and ceilings.

Furred wall:2x4 studs, flat, at 16" o.c.; rigid or closed-cell spray foam insulation; 1/2" gyp. bd. with lightorange peel texture.

Exhaust fan: Ceiling-mounted, minimum capacity of 50 cfm., ducted to outside.

Interior wall:2x4 studs at 16" o.c.; 1/2" gyp. bd. ea. side with light orange peel texture. At wet areas such astub and shower use 1/2" cementitious tile backer board instead gyp. bd.

Interior wall:2x6 studs at 16" o.c.; 1/2" gyp. bd. ea. side with light orange peel texture. At wet areas such astub and shower use 1/2" cementitious tile backer board instead gyp. bd.

Exterior wall:2x6 studs at 16" o.c.; stucco o/ metal lath and bldg. paper o/ sheathing per Structural Drawingsat ea. side. Stucco texture shall match on all walls and shall be one of the following: light dash,medium dash, fine sand float, medium sand float. Stucco shall be integrally colored. Verify andcoordinate color with Architect and Owner.

Standard duplex electrical outlet. GFCI at all wet locations (kitchen, bathrooms, laundry area).

Light switch

3-way light switch

Ceiling-mounted light fixture.

Wall-mounted light fixture.

N

Scale: 1/16" = 1'-0"

16 Site PlanA-001 0 8' 16' 32'

Project Site5421 Sobrante Ave.

a.b. anchor bolt

bd. board

bldg. building

b.o. bottom of

clg. ceiling

conc. concrete

cont. continuos

coord. coordinate

dbl. double

dia. diameter

dims. dimensions

(e) existing

ea. each

ext. exterior

fdn. foundation

f.o. face of

f.o.c. face of concrete

f.o.f. face of finish

f.o.s. face of stud

Vicinity Map

Sheet Index

Team Directory

Symbols and Wall Types

Project Notes

OwnerGary and Lauren Ranz224 Happy Hollow CourtLafayette CA [email protected]@sbcglobal.net

ArchitectJoel Freeson Carico : Architect : AIAC189894532-A Melody Dr.Concord CA 94521T/F: [email protected]

Structural EngineerOTB Construction Design/BuildTomas Fernandez P.E.[license #?]2678 N Main St.Walnut Creek CA 94597Contact: Ovette BalyutT: 925.216.2485F: [email protected]

480

Appian Way

Valley

View R

d.

Sobrante Ave.

Thompson Ln.

Heath Dr.

Hopkins Ct.

Circle Dr.

Ash Ln.

Appian Way

Fitzge

rald D

r.

Richmond Pkwy.

Abbreviationsftg. footing

f.v. field verify

ga. gauge

galv. galvanized

gyp. gypsum

horiz. horizontal

ht. height

int. interior

max. maximum

mfr. manufacturer

min. minimum

o/ over

o.c. on center

osb oriented strand board

plywd. plywood

p.t. pressure treated

re-bar reinforcing bar

req'd required

rev. reversed

sf square feet

sht. sheet

si square inches

sim. similar

specs. specifications

t.o. top of

vert. vertical

w/ with

Project Address: 5402 Sobrante Ave., El Sobrante, Contra Costa County, CAAPN: 430-401-001-2Existing Living Area: Lower floor 947 sfUpper floor 1,211 sfTotal Existing Living Area 2,158 sf Existing Garage Area: 260 sfTotal Existing Area: 2,418 sf

Proposed Addition: Lower floor 280 sfUpper floor 257 sfTotal Addition 537 sf

Total Revised Lower Floor 1,227 sfTotal Revised Upper Floor 1,458 sf (10 sf of existing upper floor to be demolished)Total Revised Living Area 2,685 sfGarage 260 sfTotal Revised Area 2,945 sf

Attic Venting:Area over bedrooms:912 sf ÷ 300 = 3.04 sf = 438 si; 29' ridge with 1" gap = 29x12 = 348 si; two 1'x1' low vents at East wall = 288 si438 si venting required, 636 si providedArea between roof trusses at 24" o.c. above Living/Kitchen:2'x28' = 56 sf = 8064 si ÷ 300 = 27 si = 13.5 si vent at top and 13.5 si at bottom between trusses

Page 3: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

iden

ce

11-001

Add

ition

and

Rem

odel

5421

Sob

rant

e A

ve.,

El S

obra

nte,

CA

9480

3

Scale: As Noted

Date

Axo

nom

etri

c V

iew

s

Sun

day,

Apr

il 8,

201

2 - 3

:52

PM

- /U

sers

/jfc/

Doc

umen

ts/A

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tect

ural

File

s/B

usin

ess/

Car

ico

Arc

hite

ctur

e/C

A P

roje

cts

2011

/11-

002

Ran

z - E

l Sob

rant

e/11

-002

BIM

-CA

D F

iles/

11-0

02 A

rchi

CA

D M

odel

s/11

-002

Ran

z - E

l Sob

rant

e.pl

n - A

-002

- A

xono

met

ric V

iew

s

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-002View from Southeast View from Northeast

View from NorthwestView from Southwest

Page 4: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

iden

ce

11-001

Add

ition

and

Rem

odel

5421

Sob

rant

e A

ve.,

El S

obra

nte,

CA

9480

3

Scale: As Noted

Date

Exi

stin

g/D

emol

ition

Pla

ns

Sun

day,

Apr

il 8,

201

2 - 3

:52

PM

- /U

sers

/jfc/

Doc

umen

ts/A

rchi

tect

ural

File

s/B

usin

ess/

Car

ico

Arc

hite

ctur

e/C

A P

roje

cts

2011

/11-

002

Ran

z - E

l Sob

rant

e/11

-002

BIM

-CA

D F

iles/

11-0

02 A

rchi

CA

D M

odel

s/11

-002

Ran

z - E

l Sob

rant

e.pl

n - A

-101

- E

xist

ing/

Dem

oliti

on P

lans

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-101

6'-3" 10'-7 3/4" 27'-9 1/4"

44'-8"

6'-0

3/4

"12

'-2"

12'-2

"3'

-7 1

/4"

34'-0

"

4'-11" 17'-9" 22'-2"

44'-10"

29'-1

0"4'

-2"

Verify and coordinate with Structural Engineerwhich wood studs, posts and beams may be re-used.

Remove all doors and windows.

(E) Bedroom

(E) Bedroom(E) Kitchen(E) Bath

(E) Living/Dining

(E) Mud Room

(E) Entry

12A-301

10A-302

12A-302

10A-301

14'-2 3/4" 30'-7 1/4"

44'-10" 2'-6"

6'-0

3/4

"12

'-5 1

/2"

10'-1

1 1/

2"3'

-11

3/4"

33'-5

1/2

"

4'-4 1/2" 17'-9" 22'-2"

44'-3 1/2"

21'-8

"7'

-9 3

/4"

29'-5

3/4

"3'

-11

3/4"

13'-9 1/2" 3'-11 1/2" 10'-1 3/4" 12'-0 1/4"

47'-4"

5'-9

3/4

"8'

-1 3

/4"

7'-8

1/2

"

Existing electricalpanel to remain.

Existing posts and beams, typ.Verify and coordinate withStructural Engineer whichwood members may be re-used.

Existing posts and beams, typ.Verify and coordinate withStructural Engineer whichwood members may be re-used.

Verify and coordinate selective interior concreteslab and footing demolition with Structural Drawings.

(E) Garage(E) Storage(E) Storage

(E) Storage

12A-301

10A-302

12A-302

10A-301

Existing gas meter tobe moved 6' west

Verify and coordinate with Structural Engineerwhich wood studs are to be re-used.

Remove all doors and windows.

Scale: 1/4" = 1'-0"

15 Upper Level Demolition PlanA-101 0 2' 4' 8' Scale: 1/4" = 1'-0"

7 Lower Level Demolition PlanA-101 0 2' 4' 8'

Page 5: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

iden

ce

11-001

Add

ition

and

Rem

odel

5421

Sob

rant

e A

ve.,

El S

obra

nte,

CA

9480

3

Scale: As Noted

Date

Exi

stin

g/D

emol

ition

Ele

vs a

nd S

ectio

ns

Sun

day,

Apr

il 8,

201

2 - 3

:52

PM

- /U

sers

/jfc/

Doc

umen

ts/A

rchi

tect

ural

File

s/B

usin

ess/

Car

ico

Arc

hite

ctur

e/C

A P

roje

cts

2011

/11-

002

Ran

z - E

l Sob

rant

e/11

-002

BIM

-CA

D F

iles/

11-0

02 A

rchi

CA

D M

odel

s/11

-002

Ran

z - E

l Sob

rant

e.pl

n - A

-102

- E

xist

ing/

Dem

oliti

on E

levs

and

Sec

tions

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-102

Demolish existing roof and roof framing.Remove all fire damaged materials.

Remove all doors and windows.

Demolish and remove all wood siding.Verify and coordinate with Structural Engineerwhich wood studs are to be re-used.

Existing concrete foundation wallsto remain. See Structural Drawings.

Demolish existing roofand roof framing.Remove all firedamaged materials.

Remove all doorsand windows.

Demolish and removeall wood siding.Verify and coordinatewith Structural Engineerwhich wood studs areto be re-used.

Existing concretefoundation wallsto remain. SeeStructural Drawings.

Demolish existing roofand roof framing.Remove all firedamaged materials.

Remove all doorsand windows.

Demolish and removeall wood siding.Verify and coordinatewith Structural Engineerwhich wood studsare to be re-used.

18'-7

3/4

"

7'-0

3/4

"8'

-0"

3'-7

" Demolish existing roof and roof framing.Remove all fire damaged materials.

Remove all doors and windows.

Demolish and remove all wood siding.Verify and coordinate with Structural Engineerwhich wood studs are to be re-used.

ridge

top plate

fin. flr.

t.o. slab

Scale: 1/4" = 1'-0"

16 Existing East ElevationA-102 0 2' 4' 8'

Scale: 1/4" = 1'-0"

14 Existing North ElevationA-102 0 2' 4' 8' Scale: 1/4" = 1'-0"

6 Existing South ElevationA-102 0 2' 4' 8'

Scale: 1/4" = 1'-0"

8 Existing West ElevationA-102 0 2' 4' 8'

Page 6: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

iden

ce

11-001

Add

ition

and

Rem

odel

5421

Sob

rant

e Av

e., E

l Sob

rant

e, C

A 94

803

Scale: As Noted

Date

Low

er L

evel

Pla

n, S

ectio

n, D

etai

ls

Sun

day,

Apr

il 8,

201

2 - 3

:52

PM

- /U

sers

/jfc/

Doc

umen

ts/A

rchi

tect

ural

File

s/B

usin

ess/

Car

ico

Arc

hite

ctur

e/C

A P

roje

cts

2011

/11-

002

Ran

z - E

l Sob

rant

e/11

-002

BIM

-CA

D F

iles/

11-0

02 A

rchi

CA

D M

odel

s/11

-002

Ran

z - E

l Sob

rant

e.pl

n - A

-201

- Lo

wer

Lev

el P

lan,

Sec

tion,

Det

ails

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-201

AA-401

AA-401

BA-401

BA-401

CA-401

CA-401

DA-401

DA-401

12A-301

10A-302

12A-302

10A-301

104

105

109a

107

106

Ref

DW

W

D

WH

Deck above

Adjust dimension asneeded to accommodateOwner-chosen fireplace.

51'-11"

21'-9 3/4" 30'-1 1/4"

16'-1 3/4" 5'-0" 8" 4'-3 1/4" 3'-8" 22'-2"

4'-8" 11'-6" 6'-0"

34'-0

"

6'-0

3/4

"27

'-11

1/4"

9'-1

0 3/

4"6'

-0"

2'-8

"4'

-0 1

/2"

5'-4

"

21'-4 1/4" 30'-6 3/4"

4'-11 1/4" 12'-11" 3'-6" 18'-3" 12'-3 3/4"

6'-9 1/4"

21'-7

3/4

"8'

-2 1

/4"

4'-2

"

19'-7

1/2

"2'

-0 1

/4"

3'-1

1 3/

4"4'

-2 1

/2"

2'-3

"1'

-11"

2'-10" 2'-5" 2'-7" 4'-11 1/4" 6'-9" 3'-3 1/2" 3'-5 3/4"

2'-2" 2'-0 1/2"

9'-3

1/4

"6'

-2"

6'-6

"5'

-4"

Closet

105Stor.

108

F

109

A A 101

101a

C

E

A

B

B

D B B

EA-201

Slope all slabs 1/4" / ft.away from houseas indicated by arrows

Direct-vent fireplaceby Owner. Tile orstone hearth.

Family Room

Bar / Nook

Bedroom Garage

Laundry / Work Room

Bath

Lava

tory

Stor.

She

lves

101

102

104

103

107

109a 108a

108109

106Stair

Up

12A-201

3'-0

"

3'-0

"

Cable rail. Coordinate make andmodel with Owner and Architect.

1/2"

11"

1"

6 5/

8"

16 equal risers. 8" max. Field verify.

2x12 edge stringer

2x structural stringers per StructuralDrawings.

Equal tread depth. 11" max./9" min.Field verify.

1x wood riser

2x wood tread

Note:Verify additional information and detailswith Structural Drawings.

10 3/4"

1"

7 7/

8"

1 1/8" solid wood tread

Equal tread depth. 11" max./9" min.Field verify.

3/4" solid wood riser

14 equal risers. 8" max. Field verify.

Stringers per Structural Drawings.

Scale: 1/4" = 1'-0"

11 Lower LevelA-201 0 2' 4' 8'

Scale: 1/4" = 1'-0"

8 Section at Entry StairA-201 0 2' 4' 8'Scale: 1 1/2"= 1'-0"

12 Exterior StairA-201 0 6'' 12'' 18''

Scale: 1 1/2"= 1'-0"

13 Interior StairA-201 0 6'' 12'' 18''

Page 7: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

iden

ce

11-001

Add

ition

and

Rem

odel

5421

Sob

rant

e Av

e., E

l Sob

rant

e, C

A 94

803

Scale: As Noted

Date

Upp

er L

evel

Pla

n

Sun

day,

Apr

il 8,

201

2 - 3

:52

PM

- /U

sers

/jfc/

Doc

umen

ts/A

rchi

tect

ural

File

s/B

usin

ess/

Car

ico

Arc

hite

ctur

e/C

A P

roje

cts

2011

/11-

002

Ran

z - E

l Sob

rant

e/11

-002

BIM

-CA

D F

iles/

11-0

02 A

rchi

CA

D M

odel

s/11

-002

Ran

z - E

l Sob

rant

e.pl

n - A

-202

- U

pper

Lev

el P

lan

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-202

AA-401

AA-401

BA-401

BA-401

CA-401

CA-401

DA-401

DA-401

12A-301

10A-302

12A-302

10A-301

RefDW Pantry

Align windowedge w/ interiorf.o.f.

3'-6" high wallw/ 2x6 studs at 16" o.c.

Wood cap

Adjust dimension asneeded to accommodateOwner-chosen fireplace.

Dn

Align face of studs

Align face of studs

Alig

n fa

ceof

stu

ds

f.o.f.

f.o.f.

2x6 studs

2x6

stud

s

2x6

stud

s

2x6

stud

s

clea

r

f.o.f.

f.o.f.

8' ceilingvolumeceiling

51'-11"

21'-9 3/4" 30'-1 1/4"

5'-7 1/2" 8'-1 1/4" 8'-1" 4'-3 1/4" 3'-8" 16'-7" 5'-7"

6'-11" 9'-8"

34'-0

"15

'-0"

51'-11"

34'-0

"

4'-0

"2'

-0 3

/4"

13'-7

1/4

"6'

-0"

8'-4

"

5'-0

"8'

-7 1

/4"

3'-0

"3'

-0"

3'-1

1"4'

-5"

9'-8 1/4" 11'-8" 8'-4 3/4" 7'-3" 7'-8" 7'-3"

9'-2

"2'

-8"

7'-1

0 1/

4"10

'-1 3

/4"

1'-8

"2'

-6"

4'-0

"5'

-2"

4'-11 1/4" 4'-9" 7'-2" 4'-6"

6'-0

3/4

"27

'-11

1/4"

29'-9" 22'-2"

29'-1

0"4'

-2"

3'-9

1/2

"4'

-0 3

/4"

3'-6

"8'

-10"

5'-8

"

7'-4 1/4"

2'-6"

7'-0" 4'-8"

2'-5

"4'

-8 1

/4"

2'-2

"

2'-5

"3'

-4 1

/4"

2'-1"

3'-8 3/4" 4'-8"

Equal Equal

3'-0

"

39'-1" 6"

1'-9"

Living Room

Dining Kitchen

Master Bedroom MasterBath

Bath

Bedroom

Closet

Foyer Hall

Clo

set

201

203204

205 207

207a

208

209

206

210a

210

202

106Stair

EA-201

E E

P

Q

Q

P

L 205

PON

201

J

207

210

209

208

207a

M

202

K

210a

GH

Align centerline of windowsD and N w/ centerline of stair

5' x 3'-8" openingat corner.

Align centerline of door 201w/ centerline of stair and w/windows D and N.

Slope deck 1/4" / ft.away from houseas indicated by arrow

Cricket deck at corner,slope 1/4" / ft. away fromhouse as indicated by arrow

Tubular daylighting devicediffuser in ceiling. Align withcenterline of stair andcenterline of hall.

Direct-vent fireplaceby Owner. Tile orstone hearth.

Dn

Scale: 1/4" = 1'-0"

11 Upper LevelA-202 0 2' 4' 8'

Page 8: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

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Scale: As Noted

Date

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e.pl

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-203

- C

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stor

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d R

oof P

lans

, Det

ails

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-203

21'-9 3/4"

5'-7 1/2" 8'-1 1/4" 8'-1"

27'-1

1 1/

4"

23'-6

1/4

"4'

-5"

4'-2

"

1'-8

"2'

-6"

T U

S

V

Align with windowbelow

Align with doorbelow

Align with windowbelow

Align with windowbelow

AA-401

AA-401

BA-401

BA-401

CA-401

CA-401

DA-401

DA-401

12A-301

12A-302

WW

7 1/

2"2'

-6"

1 1/

2"2'

-4 1

/2"

6"1

1/2"

2'-0

"

1 1/

2"1'

-10

1/2"

Wall below

3:12

3:12

3:12

WW

Eav

e

Trus

s ex

tens

ion

Fasc

iabo

ard

Eav

e

Trus

sex

tens

ion

Fasc

iabo

ard

Eav

e

Trus

s ex

tens

ion

Fasc

iabo

ard

13A-203

6" 1 1/2"

1"

7 1/2"

"Z" closure w/ sealant at vert. leg andunder "Z" closure at screw

Snap-Clad metal panelRoofing underlayment shall be 40 mil "Peel& Stick" membrane or other underlaymentas required by metal panel manufacturer.

3/4" turn-upPA-5 keeper2x8 fascia

2x blocking

Maintain min. 1" clear air space above insul.

Integrally colored stucco o/ mesh o/ bldg.paper o/ sheathing per Structural Dwgs.

Roof sheathing per Structural Dwgs.Snap-Clad clip with fasteners

PA-143 peak flashing

2x shaped wood trim with vent holesbetween trusses. See detailProvide baffles as neededto keep vents clear ofinsulation.Insect screen.Metal or plastic baffle.

align

4" 4"

2'-0" at bedrooms

1'-10 1/2" at bedrooms 1 1/2"

Roof sheathing per Structural Dwgs.

Roofing underlayment shall be 40 mil "Peel& Stick" membrane or other underlaymentas required by metal panel manufacturer.

Snap-Clad clip with fasteners

Snap-Clad metal panel

"Z" retainer stripset in sealant

Field cut, bend return in panel, and hookover "Z" retainer strip

2x8 fascia

2x4 truss eave extension

Metal flashing with hemmed edge.

2'-4 1/2" at kitchen/dining

2'-6" at kitchen/dining

f.o.s

.

13A-203

1"

Snap-Clad metal panelRoof sheathing per Structural Dwgs.R-30 insulationMaintain min. 1" clear air space above insul.

Provide baffles as needed to keep ventsclear of insulation.

2x4 wood trim blocking with vent holesbetween trusses. See detail

Insect screen.

2x4 truss eave extension

2x blocking

Integrally colored stucco o/ mesh o/ bldg.paper o/ sheathing per Structural Dwgs.

4"

4"

Roof sheathing per Structural Dwgs.

Roofing underlayment shall be 40 mil "Peel& Stick" membrane or other underlaymentas required by metal panel manufacturer.

Snap-Clad clip with fasteners

Snap-Clad metal panel

"Z" retainer stripset in sealant

Field cut, bend return in panel, and hookover "Z" retainer strip

2x8 fascia. Notch bottom 7/8" x 1/2" forstucco.

Metal flashing with hemmed edge. Finishto match roof panels.

Roof truss per Structural DrawingsR-30 insul.

1" min. clear

Snap-Clad metal panelRoofing underlayment shall be 40 mil "Peel& Stick" membrane or other underlaymentas required by metal panel manufacturer.

Roof sheathing per Structural Drawings.

Roof truss per Structural Drawings.

Snap-Clad vented ridge flashingSnap-Clad perforated "Z"

3/4" turn-up

"Z" closure w/ sealant at vert. leg andunder "Z" closure at screw

Snap-Clad clip with fasteners

Minimum 1" clear finished opening forattic venting air flow

4A-203

12A-203

7"

2"

1" 5 1/2" 1"7 1/2"

2"9 1/2"

1 1/

2"

3/4" 8 1/4" 3/4"

1 1/

2"

9 3/4"

Attic vents for vaulted ceiling aboveLiving Room/Kitchen:

One (1) vent shall be centered in eachspace between roof trusses at North eave.See detail

One (1) vent shall be centered in eachspace between roof trusses at South wall.See detail

Each vent area shall be a minimum of13 1/2 square inches.

Install insect screen at each vent.

Contractor shall choose one vent shapeand use that shape at all locations.

Roof sheathing per Structural Dwgs.Roofing underlayment shall be 40 mil "Peel& Stick" membrane or other underlaymentas required by metal panel manufacturer.Snap-Clad metal panelSnap-Clad clip with fastenersPA-51 gable flashingField-form panel leg to i.d. of "J" closure"J" closure

PA-5 keeper2x8 fascia. Notch bottom 7/8" x 1/2" forstucco.

Sealant

Roof truss per Structural Drawings

R-30 insul.

Scale: 1/4" = 1'-0"

11 Clerestory LevelA-203 0 2' 4' 8' Scale: 1/4" = 1'-0"

7 Roof PlanA-203 0 2' 4' 8'

Scale: 1 1/2"= 1'-0"

4 Upper North EaveA-203 0 6'' 12'' 18''Scale: 1 1/2"= 1'-0"

8 Lower South EaveA-203 0 6'' 12'' 18''Scale: 1 1/2"= 1'-0"

12 Lower South Eave at WallA-203 0 6'' 12'' 18''Scale: 1 1/2"= 1'-0"

16 North Lower EaveA-203 0 6'' 12'' 18''

Scale: 1 1/2"= 1'-0"

14 Ridge VentA-203 0 6'' 12'' 18''

Scale: 3" = 1'-0"

13 Vent HolesA-203 0 3'' 6'' 9''

Scale: 1 1/2"= 1'-0"

15 RakeA-203 0 6'' 12'' 18''

Page 9: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

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and

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A 94

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Scale: As Noted

Date

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ctri

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rical

Pla

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C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-204R

ef

DW

W

D

WH

SDSD

Disposal

Dishwasher

Refrigerator

+42"

+42"

+42"

Stair light

Closet

105Stor.

Family Room

Bar / Nook

Bedroom Garage

Laundry / Work Room

Bath

Lava

tory

Stor.

She

lves

101

102

104

103

107

109a 108a

108109

106Stair

RefDW Pantry

Disposal

Living Room

Dining Kitchen

Master Bedroom MasterBath

Bath

Bedroom

Closet

Foyer Hall

Clo

set

201

203204

205 207

207a

208

209

206

210a

210

202

106Stair

SD

SD

SD

Dishwasher

Refrigerator

+42"

+42"

+42"+42"

+42"+42"

Scale: 1/4" = 1'-0"

6 Lower Level Electrical PlanA-204 0 2' 4' 8'

Scale: 1/4" = 1'-0"

8 Upper Level Electrical PlanA-204 0 2' 4' 8'

Page 10: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

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11-001

Add

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and

Rem

odel

5421

Sob

rant

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A 94

803

Scale: As Noted

Date

Ext

erio

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leva

tions

, Det

ails

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day,

Apr

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PM

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-301

- E

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, Det

ails

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-301

13A-301

15A-203

27'-0

"

8'-1

"1'

-0 3

/4"

8'-1

"9'

-2"

3'-0

"

Beam for stair. Align top of beamwith bottom of plaster channelscreed. See Structural Dwgs.

Cable rail. Coordinate make andmodel with Owner and Architect.

Fireplace vent. Verify and coordinatewith manufacturer, Owner and Architect.

Align top with top of doors/windows.

Integrally colored stucco:yellow as chosen byOwner and Architect.

Integrally colored stucco:red earth tone as chosen byOwner and Architect.

Verify and coordinate alltrim colors withOwner and Architect.

Roof peak

Top plate

Fin. floor

Top of slab

Grade

Top plate

123

Max

. hei

ght a

bove

gra

de (+

/-) F

ield

ver

ify

(+/-)

Fie

ld v

erify

13A-301

8'-1

"1'

-0 3

/4"

8'-1

"

Electrical panel to remainat existing location.

Gas meter, relocated.

Integrally colored stucco:red earth tone as chosen by

Owner and Architect.

Integrally colored stucco:yellow as chosen by

Owner and Architect.

Verify and coordinate alltrim colors with

Owner and Architect.

Verify and coordinate alltrim colors with

Owner and Architect.

Cable rail. Coordinate make andmodel with Owner and Architect.

Standing seam roof colorto be terra cotta as chosen by

Owner and Architect frommanufacturer's standard colors.

Top plate

Fin. floor

Top of slab

Top plate

Floor trusses per Structural Drawings

R-13 insulation

2x blocking

Integrally colored stucco o/ mesh o/ bldg.paper o/ sheathing per Structural Dwgs.

Plaster channel screed: Fry reglet, modelPCS-100-100, or approved equivalent.Carefully align with top plate as indicated.

Align top of reveal with top plate.

Align top of beam at exterior entry stairwith bottom edge of channel screed.See West Elevation.

Top plate

8'-1

"to

t.o.

sla

b

Scale: 1/4" = 1'-0"

10 West ElevationA-301 0 2' 4' 8'

Scale: 1/4" = 1'-0"

12 South ElevationA-301 0 2' 4' 8'

Scale: 3" = 1'-0"

13 Plaster Channel ScreedA-301 0 3'' 6'' 9''

Page 11: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

Project Number:

Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

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5421

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A 94

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Scale: As Noted

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C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-302

13A-301

8'-1

"1'

-0 3

/4"

8'-1

"

Integrally colored stucco:red earth tone as chosen by

Owner and Architect.

Verify and coordinate alltrim colors with

Owner and Architect.

Standing seam roof colorto be terra cotta as chosen by

Owner and Architect frommanufacturer's standard colors.

Integrally colored stucco:yellow as chosen by

Owner and Architect.

Top plate

Fin. floor

Top of slab

Top plate

(Deck not shownfor clarity.)

13A-301

15A-203

8'-1

"1'

-0 3

/4"

8'-1

"4'

-1"

21'-3

3/4

"

Integrally colored stucco:yellow as chosen byOwner and Architect.

Integrally colored stucco:red earth tone as chosen byOwner and Architect.

Louvered metal attic vent. 12" square. Color to match window frames.Set above truss bottom chord. Coordinate exact location with truss toprovide free and clear ventilation. Provide baffles as needed to keep

insulation from blocking vent. Install insect screen.

Verify and coordinate alltrim colors withOwner and Architect.

Roof peak

Top plate

Fin. floor

Top of slab

Top plate

Max

. hei

ght a

bove

gra

de (+

/-) F

ield

ver

ify

(+/-)

Fiel

d ve

rify

Scale: 1/4" = 1'-0"

12 North ElevationA-302 0 2' 4' 8'

Scale: 1/4" = 1'-0"

10 East ElevationA-302 0 2' 4' 8'

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Date of Issue: ##/##/####

JFC

El S

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-401

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C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-401

4A-203

8A-203

12A-203

13A-301

8'-1

"1'

-0 3

/4"

8'-1

1 5/

8"

15'-9

"

Roof assembly per Structural Drawings

R-30 insulation

Beams per Structural Drawings

New slab and footingsper Structural Drawings

Top plate

Fin. floor

Top of slab

Top plate

(+/-)

Fie

ld v

erify

Fin. floor

Top plate

(+/-)

Fie

ld v

erify

rev.

rev.

rev.

Living RoomDining204 205

Family Room Bar / Nook101 102

8'-1

"

Roof assembly per Structural Drawings

R-30 insulation

See Structural Drawingsfor slab and footings

2x4 soffit framing at 24" o.c.(match ceiling trusses)with cross bracing at 48" o.c.

See Structural Drawingsfor new footings

Existing slab to remain. Float new slabon top. See Structural Drawings.

Living RoomKitchen203 205

Casework by Owner

Family Room Bar / Nook101 102

13A-201

16A-203

2'-1

0 1/

2"

3'-6

"

See Structural Drawingsfor new footings

Existing slab to remain. Float new slabon top. See Structural Drawings.

Stairnosing

Handrail

Closet

Foyer201

Bedroom109a109 106

Stair

14A-203

See Structural Drawingsfor new footings

Existing slab to remain. Float new slabon top. See Structural Drawings.

Closet

Master BedroomBedroom Hall207206210

Laundry /Work Room107

Bedroom109a109

Scale: 1/4" = 1'-0"

6 Section at Living RoomA-401 0 2' 4' 8'

Scale: 1/4" = 1'-0"

8 Section at KitchenA-401 0 2' 4' 8'

Scale: 1/4" = 1'-0"

14 Section at StairA-401 0 2' 4' 8'

Scale: 1/4" = 1'-0"

16 Section at BedroomsA-401 0 2' 4' 8'

Page 13: The client for this project is acting as their own general ...joelcaricoarchitect.com/images/Carico_Example_Set_3.pdf · A-301 A-302 A-401 A-501 T-24.1 T-24.2 SN S1 S2 S3 SD1 SD2

Revision By

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Produced by:

Date of Issue: ##/##/####

JFC

El S

obra

nte

Res

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11-001

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and

Rem

odel

5421

Sob

rant

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A 94

803

Scale: As Noted

Date

Doo

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Win

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Sch

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ules

C A R I C OARCHITECT : AIA

J o e l F r e e s o n

4532-A Melody Dr.Concord CA 94521

T:F [email protected]

A-501

Mark

ABCDEFGHJKLMNOPQSTUVW

Type

111411111124431152146

Width

6'-0"3'-0"2'-6"3'-0"5'-0"3'-0"4'-0"6'-0"5'-0"6'-0"9'-0"2'-0"3'-0"

10'-0"3'-0"2'-6"6'-0"9'-0"6'-0"2'-0"---

Height

3'-8"1'-8"1'-8"3'-0"3'-8"3'-0"3'-0"5'-0"5'-0"4'-0"4'-0"4'-0"6'-8"3'-8"1'-6"1'-6"5'-0"5'-0"5'-0"5'-0"---

Operation

SlidingSlidingSlidingFixedSlidingSlidingSlidingSlidingSlidingSlidingSlidingFixedFixedSlidingSlidingSlidingFixedSlidingSlidingFixedFixed

MaterialsExteriorPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCMetal

InteriorPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCMetal

FinishesExteriorFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactory

InteriorFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactoryFactory

Glass

Dual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, ClearDual, "Glue Chip" privacy glassDual, "Glue Chip" privacy glassDual, ClearDual, ClearDual, ClearDual, ClearClear

Notes

1, 21, 21, 211, 21, 21, 21, 21, 21, 21, 2111, 21, 21, 211, 21, 213

Mark

101101a104105106107108109109a201202205207207a208209210210a

Type

ADCAAAEAAAADABAAAB

SizeWidth3'-0"6'-0"2'-0"2'-6"2'-6"2'-6"8'-0"2'-6"2'-0"3'-0"2'-4"6'-0"2'-6"6'-0"2'-4"2'-6"2'-6"5'-0"

Height6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"7'-0"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"

Thickness0'-1 3/4"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"

0'-2"0'-1 3/8"0'-1 3/8"0'-1 3/4"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"0'-1 3/8"

Construction

Solid coreHollow coreHollow coreHollow coreHollow coreSolid coreHollow coreHollow coreHollow coreSolid coreHollow coreHollow CoreHollow coreHollow coreHollow coreHollow coreHollow coreHollow core

MaterialsExteriorWood, paint gradePVCWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradeSteelWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradePVCWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradeWood, paint grade

InteriorWood, paint gradePVCWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradeSteelWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradePVCWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradeWood, paint gradeWood, paint grade

FinishesFinishesPaintFactoryPaintPaintPaintPaintFactoryPaintPaintPaintPaintFactoryPaintPaintPaintPaintPaintPaint

InteriorPaintFactoryPaintPaintPaintPaintFactoryPaintPaintPaintPaintFactoryPaintPaintPaintPaintPaintPaint

Glass

(none)Dual, Clear, Tempered(none)(none)(none)(none)Clear(none)(none)(none)(none)Dual, Clear, Tempered(none)(none)(none)(none)(none)(none)

Rating

(none)(none)(none)(none)(none)1 hr.(none)(none)(none)(none)(none)(none)(none)(none)(none)(none)(none)(none)

Notes

1

23

1

Flush panel

Hardware styleby Owner

Flush panel

Handpull styleby Owner

Flush panel

Handpull styleby Owner

Temperedglass

Tubular Daylighting Deviceby Solatube or other manufactureras chosen by Owner.

Door Schedule

Door Types Door Notes

Window Types Window Notes

Window Schedule

1. Sliding glass doors from Mercer Windows (www.mercerwindows.com). Color shall be Mercer standard factory color "Clay".

2. Rated door with closer as required by applicable codes.

3. Garage door manufacturer to be chosen by Owner. Style/model of garage door to be chosen by Owner and Architect.

1. All windows shall be from Mercer Windows (www.mercerwindows.com). All windows shall be from the same Series. Color shall be Mercer standard factory color "Clay".

2. Insect screens shall be provided for all operational windows.

3. Tubular Daylighting Device. Owner to choose make and model. (14" diameter shown on drawings.) Verify and coordinate specific opening requirements and attachment details with manufacturer.

A B C

D E

1 23

4

5 6