SCALE: 1/4 = 1'-0 Bryan & Heidi Johnson Residence

FRONT ELEVATIONSCALE: 1/4" = 1'-0"

Owner:Bryan & Heidi Johnson31331 Andres Pico RoadSan Juan Capistrano, CA

Architect:MICHAEL LUNA & ASSOCIATES, INC.Michael Luna, Architect1531 North El Camino Real, Suite ASan Clemente, CA 92672Tel: (949) 493-5200 Fax: (949) 493-5248email: [email protected]

Structural:

Civil:

Soils:

COASTLINE ENGINEERING, INC.Mike Israel5927 Balfour Court, Suite 108Carlsbad, CA 92008Tel: (760) 436-1344email: [email protected]

LGS ENGINEERINALoren Sanberg628 North Eckhoff StreetOrange CA 92868Tel: (714) 385 0017emal:[email protected]

VIA GEOSMike Childs305 N. Coast Hwy., Unit RLaguna Beach, CA 92651Tel: (949) 494-2721email: [email protected]

M.E.P.:PRO ENGINEERING CONSULTING, INC.Ramin Parsi1120 Sycamore Ave. Suite 2A,Vista, CA 92081Tel: (858) 240-4336email: [email protected]

Occupancy Group:R-3, U

Zoning Designation:MRD 4000

Type of Construction:TYPE VB, S13R FIRE SPRINKLERS

Number of Stories:1 STORY WITH ROOF DECK

CODE INFORMATION:

2016 CRC - BASED ON 2015 IRC2016 CBC - BASED ON 2015 IBC2016 CEC - BASED ON THE 2008 NATIONAL ELECTRICAL CODE (NEC)2016 CPC - BASED ON THE 2015 UPC2016 CMC - BASED ON THE 2015 UMC2016 CAL ENERGY CODE2016 CFC - BASED ON 2009 IFC2016 CAL GREEN BLDG. STDS. CODE

Legal Description:LEGAL DESCRIPTION:

Job Address:31331 Andres Pico RoadSan Juan Capistrano, CA

PARCEL 2 LL ADJ 96-808-02, PORTION OFLOT 6 BLOCK 3 TRACT 808APN: 124-201-25

LOT AREA: 5,700.5 S.F.BLDG. COVERAGE: 2,487 S.F. (43.6% [60% ALLOWED]) REFER TO SHT. A2.3a

MAX. BLDG. HT. (ACTUAL): 33'-9"MAX. BLDG. HT. (ALLOWED): 35'-0"BUILDING SETBACKS:

FRONT YARD: 10'-0" GARAGE: 18'-0"SIDE YARDS: 5'-0"REAR YARD: 5'-0"

BUILDING TABULATIONS: LIVING DECK(S) GARAGE

BASEMENT: 425 S.F. 425 S.F.

GROUND LEVEL: 1,789.99 S.F. 246.68 S.F.ACCESSORY BLDG: 449.96 S.F.

ROOF: 472 S.F.

TOTAL: 2,664.95 S.F. 718.68 S.F. 425 S.F.

(LIVING + GARAGE: 2,664.95 + 425 = 3,089.95 S.F.)

Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

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AHCL

NECI

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Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531

North El Camino Real

B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision

31331 Andres Pico RoadSan Juan Capistrano, CA

C:\Users\Mark\Documents\1712BryanJohnson-CENTRAL-Rv16_Luna-5.rvt

8/10/20174:39:56 PM

Bryan &Heidi

JohnsonResidence

T.1

1712

Project Status

Title Sheet

Project DirectorySheet Index

Scope of Work

Tabulations Vicinity Map

Code Data


Site

Bryan & Heidi Johnson Residence

NEW SINGLE STORY RESIDENCE WITH PARTIAL BASEMENT/2 CAR GARAGE AND COVERED ROOF DECK

ACCESSORY STRUCTURE

A1.0 Site Plan

A1.1 Door & Window Schedules

A2.0 Basement Floor Plan

A2.1 Ground Level Floor Plan

A2.2 Roof Deck Plan & Single Story Diagram

A2.3 Roof Plan

A2.3a Lot Coverage

A3.0 Exterior Elevations



A4.0 Building Sections

A5.0 Reflected Ceiling Plans

A6.0 Utility General Notes

A6.1 Basement Utility

A6.2 Ground Level Utility

A6.3 Roof Deck Utility

AD.1 Details

AD.2 Details

AD.3 Details

AD.4 Details

S1 General Notes

S1.1 General Notes

S2 Foundation Plan

S3 Floor Framing

S4 Roof Framing Plan

S5 Structural Schedules

S6 Typical Structural Details

S7 Structural Details





WSW1 Strong-Wall

WSW2 Strong-Wall

Civil1 Title sheet2 Notes and Deails3 Precise Grading Plan4 - 6 Grading Details and Sections7 Utility Plan8 Dainage System Details9 Erosion Control Plan

Architectural

Structural

Structural Retaining WallsSW1 General Notes

SW2 Site Walls Plan

SW3 Structural Details





T.1 Title Sheet

GN.1 General Notes

GN.2 General Notes

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BESUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALLREVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH ANOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTSHAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE INGENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THEDEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIRDESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THEBUILDING OFFICIAL.

DEFERRED ITEMS:HANDRAIL/ GUARDRAIL

Deferred Submittal

MechanicalM 0.3 Main House Title-24, Mech Part 1M 0.4 Main House Title-24, Mech Part 2M 0.5 Guest House Title-24, Mech Part1M 0.6 Guest House Title-24, Mech Part2

E

N

S

W

E

N

S

W

UP

W/D

UP

FD

A3.0

A3.1

1

A3.02

2

S.B

.

5' -

0"

S.B.

10' - 6"

S.B

.

5' -

0"

20

' - 9

"

Basement 2 Car Garage

13' - 7"

11

1

A4.0

Bath 3 La

2

A4.0

20' - 9"

19

' - 2

"

3

A4.0

RECESSEDSHWR. PAN

NICHE

PLANTER

PLANTERPLANTER

STOR.

UP

-T.11

16

' - 1

"

15' - 3"

4' -

7"

6' - 0"

WALL HEIGHTS NOT TO EXCEED 42"

37' - 4"

52' - 7"

20

' - 2

"

20

' - 9

"

DRIVEWAY

1.19

1.19

1.19

1.4

1.5

1.29

N

6c 7m 7h 7a

3a

2b

003

002

3b

0A0A 0A0A

0A

0A0A

0A

3' - 6" 3' - 6" 5' - 7" 10"

19' - 2"3' - 5" 3' - 0" 3' - 0"

3' - 10" 1' - 5"

3' - 11" 2' - 11"

6' -

3"

7' - 10"

3' -

5"

6' -

3"

4' - 0" 11' - 3" 6' - 10" 8' - 10"

5' - 7" 3' - 1" 5' - 0" 3' - 5"

6b

2b

5e

1.1

1.1

8a

1.8

1.8

1.8

001

SLOPE

5

AD.2

8

AD.217

AD.1

AD.1

16

5

AD.2

F.F. 228.25

(16) R @ 7.25"(15) T @ 10"

(5) R @ 6"(4) T @ 11"

2%SLOPE

4.8%SLOPE

004

4

A3.2

A3.2 2

1.15

1.25

DS DS

30' - 11" 22' - 11"

2' - 1"

2' -

1"

INDICATES TEMPERED GLASS, REFER TO EXTERIORELEVATIONS FOR LOCATIONS

NEW 2x4 WALL TO BE CONSTRUCTED

INDICATES EMERGENCY EGRESS WINDOW

1. ALL PLUMBING WALLS ARE 2x6 FRAMING. ALL OTHER WALLS ARE 2x4FRAMING UNLESS NOTED OTHERWISE.

2. REFER TO STRUCTURAL DRAWINGS FOR ALL BEARING AND SHEARWALLS

3. ANY PLUMBING DRAINPIPE OR VENT CUT THROUGH STUD WALL SHALLBE 2x6 STUD WALLS OR TWO 2x4 WALLS w/ PLYWOOD SHEAR PANEL ONNON-PLUMBING WALLS.

RETANING WALL




Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

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ANU

L UAPE

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NECI

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TC

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Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20174:20:25 PM

Bryan &Heidi

JohnsonResidence

A2.0

1712

Project Status

BasementFloor Plan

Legend

Basement Floor Plan SCALE: 1/4" = 1'-0"

1.1 PROPERTY LINE, TYPICAL

1.4 NEW CMU WALL w/ STUCCO FINISH - PAINT TO MATCH BLDG

1.5 NEW DRIVEWAY-REFER TO CIVIL AND LANDSCAPE PLAN

1.8 BUILDING SETBACK LINE.PROVIDE MIN.1" TO BUILDING ROUGHFRAMING.

1.15 TRASH BINS

1.19 LINE OF FLOOR ABOVE

1.25 200 AMP MAIN ELECTRIC PANEL - VERIFY w/ELECTRIC CO.

1.29 NEW CONC. STEPS W/ LANDING

2b WROUGHT IRON HANDRAIL 34" TO 38" ABV. TREAD NOSING -RETURN HANDRAIL TO WALL

3a PROVIDE MIN. 1/2" GYPSUM BOARD AT WALLS AND CLG. AT USABLESPACE BELOW STAIRS

3b PROVIDE MIN. 1/2" GYPSUM BOARD AT GARAGE WALLS, U.N.O.

5e WASHER/ DRYER SPACE - PROVIDE RECESSED HOT AND COLDWATER CONNECTIONS, WASTE DRAIN AND G.I. PAN WITH DRAIN TOWASTE SYSTEM. PROVIDE FUEL GAS, 220V OUTLET, & VENT TOOUTSIDE AIR PER U.M.C. - USE 4" DIA. DIRECT VENT 14'-0" MAX.LENGTH W/ MAX. 2-90° BENDS

6b BASE CABINETS W/ COUNTER TOP @ +36" TO BE SPECIFIED

6c UPPER CABINETS

7a WATER CLOSET WITH 30" CLEAR MIN. SPACE IN WIDTH AND 24"SPACE IN FRONT PER CODE (MAX. FLOW RATE: 1.28 GAL/FLUSH)

7h PEDESTAL SINK - PROVIDE BACKING PER MANUFACTURERSSPECIFICATIONS (FAUCETS W/ MAX. 1.5 GPM @ 60 PSI)

7m UTILITY SINK (FAUCETS W/ MAX. 1.5 GPM @ 60 PSI)

8a TAKAGI TANKLESS WATER HEATER, REFER TO MANUFACTURERSPECS OR TITLE-24 REPORT FOR ADDITIONAL REQUIREMENTS

Keynotes

REF.

DW

UP

DN

DN

A3.0

A3.1

1

A3.02

2

7' -

8"3

9' -

0"

15' - 0"11' - 5"

Courtyard

Bdrm. 2

Kitchen Living

Entry

M.BathW.I.C.

M. Bdrm.

Deck

Patio

Dining

Bath 2

10

' - 1

0"

11

' - 1

1"

5' - 4" 17' - 10"

PANTRY

20

' - 2

"

3' -

6"

4' -

6"

4' -

0"

20' - 4"

22

' - 0

"

Guest Bdrm.

Guest Rm.

Bath

3' - 0"

11

1

A4.0

1

A4.0

231.5' +/-

CLR

3' - 0"

4' - 0"

2

A4.0

-

3

A4.0

3

A4.0

PLANTER

PLANTERF.P.

F.P.

PL

AN

TE

R

F.P.

FOUNTAIN

FOUNTAIN

Courtyard

NICHEBELOW

NOTE:

SLOPE OF EXISTING FRONT YARDGRADE IS 15% OR GREATER.

PLANTER PLANTER

PLANTER

PLANTER

-T.11

ACCESSORY STRUCTURE LESS THAN 450 S.F.PER SEC. 9-3.50 (A), (2), (D)

20' - 2" 14' - 11" 16' - 3" 7' - 11"

44

' - 1

"

18

' - 4

"9

' - 3

"1

6' -

7"

16' - 11"

12' - 9"6' - 9"5' - 10"12' - 3"14' - 10"4' - 2"

43' - 9"

1' - 8" 4' - 11" 3' - 4"

7' -

3"

5' -

10

"

16

' - 7

"

3' -

8"

2' -

4"

S.B

.

5' -

0"

S.B

.

5' -

0"

108

111

110

106

109

114

103

103

104

107

102

111

115

105

111

113

109

111

101

101

102112 109

1B 1B1F 1K

1A

1E 1E1A

1D

1A 1F

1A 1A1A

1A

1H

1A 1A

1A1F

1H 1H1H

1I

1F

1J

1J

N

5g

7f 5b 5a6c

7a7g

7d

10a

7d7a

7h

7c

7c

2o

6e

7c

6' - 7" 3' - 6" 9' - 4"2' - 3" 7' - 2" 2' - 0" 2' - 0"

7' - 9" 13' - 2"8' - 0"11' - 5"

1' - 6" 5' - 3" 1' - 6" 2' - 6"

3' - 4"

2' -

0"

3' - 7"

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

4' -

11

"2

' - 0

"3

' - 5

"4

' - 6

"3

' - 0

"

4' -

3"

7' -

6"

4' -

5"

6' - 2" 5' - 6" 3' - 2"

3' - 4" 16' - 10"

6' -

9" 4' -

6"

3' -

3"

4' -

1"

2' -

10

"

2' - 6"

6' -

5"

5' -

4"

4' -

11

"

1' - 1" 7' - 0" 4' - 10"

1.5"

1.5"

6' -

0"

7' -

6"

4' -

11

"

6"

1.5"

1.5"

13' - 2"3' - 1"6"3' - 4"

1.5"

1' - 11" 3' - 9" 3' - 10" 3' - 10"

2' - 11"

5' - 6" 1' - 3" 4' - 4" 3' - 5" 2' - 3" 1' - 0"

3" 4' - 1" 5"5' - 4"

5" 3"

2' - 11"

5' -

0"

7' - 9"

1' - 0"

14' - 1"

3' - 7"

2' -

2"

4' -

6"

1"

13' - 9"

9' - 2"

5' -

10

"6

' - 1

"6

' - 4

"1

4' -

11

"

3' - 4"

2n 6b6c

10a

1.8

DSDS

DSDS

DS

DS

DS

1.5"

2p6e

6e

1.1

1.1

1.8

1.8

1.1

(16) R @ 7.25"(15) T @ 10"

12

AD.1

12

AD.1

12

AD.1

2e

6e

12

AD.1

12

AD.1

5

AD.2

12

AD.1

3

AD.3

3

AD.3

12

AD.1

2e

2a

12

AD.1

2e

12

AD.1

F.F. 238.00

10' - 10" 4' - 3" 17' - 3" 3' - 11" 3' - 4"

F.F. 238.00

8

AD.2

6a

3' - 6"

7' - 8"

12

AD.1

DD

DD

17

AD.2

4

AD.4

2b

A3.02

10f

4

A3.2

Sim

108

3"3"

3

AD.3

114

4' -

6"

1A 4' -

8"

CLR

3' - 0"

7p

2' -

0"

105

105

1A

1A

A3.2 2

DS

4

AD.2

DS

DDDD

DS

SLOPE

SLOPE

SLOPE

SLOPE

OVERFLOWDRAIN

SLOPE SLOPE

SLOPE SLOPE

SLOPE

SLOPE







RETANING WALL




Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20172:38:56 PM

Bryan &Heidi

JohnsonResidence

A2.1

1712

Project Status

GroundLevel Floor

Plan

Legend

Ground Level Floor Plan SCALE: 1/4" = 1'-0"

Keynotes


1.8 BUILDING SETBACK LINE.PROVIDE MIN.1" TO BUILDING ROUGH FRAMING.

2a 18" SQ. TERRA COTTA TILE PAVERS MUDSET o/ "DEX-O-TEX" WEATHERWEARWATERPROOF DECK SYSTEM (ESR-1757) - SLOPE TO DRAIN, SCUPPER, OR AWAYFROM BUILDING @ MIN. 1/4" PER FOOT

2b WROUGHT IRON HANDRAIL 34" TO 38" ABV. TREAD NOSING - RETURN HANDRAIL TOWALL

2e 18" SQ. TERRA COTTA TILE PAVERS MUDSET o/ CONC. SLAB - SLOPE AWAY FROMBUILDING @ MIN. 1/8" PER FOOT

2n 42" HIGH GUARDWALL

2o WROUGHT IRON HANDRAIL34"-38" ABOVE TREAD NOSING.INTERMEDIATE RAILS ORAN ORNAMENTAL PATTERN SHALL BE SPACED SUCH THAT 4" SPHERE CAN NOTPASS THROUGH

2p FIREPLACE - OUTDOOR, VENT-FREE, FMI ALPINE, FIREBOX W 42", H 41", FIREBOXOPENING W 24"

5a BUILT-IN DISHWASHER - VERIFY DIMENSIONS WITH MANUFACTURERSSPECIFICATIONS

5b 36" REFRIGERATOR - TIGHT TOLERANCE BETWEEN END PANELS AND DOOR CASINGV.I.F. - VERIFY DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS

5g 36" COOKTOP w/HOOD ABOVE, MIN. 100CFM, V.T.O.A. - VERIFY DIMENSIONS WITHMANUF'S SPEC'S

6a BUILT-IN PANTRY/DRY STORAGE CABINET

6b BASE CABINETS W/ COUNTER TOP @ +36" TO BE SPECIFIED

6c UPPER CABINETS

6e SHELF & POLE

7a WATER CLOSET WITH 30" CLEAR MIN. SPACE IN WIDTH AND 24" SPACE INFRONT PER CODE (MAX. FLOW RATE: 1.28 GAL/FLUSH)

7c HOT MOPPED SHOWER PAN AND CURB WITH MUDSET CERAMIC TILE FLOORAND WALLS TO CEILING INCL. CEIL. PROVIDE CLEAR SHATTERPROOF GLASSENCLOSURE SHOWER HEAD (MAX. 2 GPM @ 80 PSI) AT +78" A.F.F.

7d PULLMAN (FAUCETS W/ MAX. 1.5 GPM @ 60 PSI) WITH CERAMIC TILE COUNTERTOP AT 32" AND A 6" HIGH SPLASH.

7f KITCHEN SINK WITH GARBAGE DISPOSAL - VERIFY DIMENSIONS W/MANUFACTURERS SPECIFICATIONS (FAUCETS W/ MAX. 1.8 GPM @ 60 PSI)

7g ENAMELED CAST IRON TUB FREE-STANDING TUB WITH HAND-HELD SPRAYERHEAD (MAX. 2 GPM @ 80 PSI) w/ MUDSET CERAMIC TILE FLOOR AND WALLS TO+84"

7h PEDESTAL SINK - PROVIDE BACKING PER MANUFACTURERS SPECIFICATIONS(FAUCETS W/ MAX. 1.5 GPM @ 60 PSI)

7p WALL MOUNTED WATER CLOSET WITH 30" CLEAR MIN. SPACE IN WIDTH AND24" SPACE IN FRONT PER CODE (MAX. FLOW RATE: 1.28 GAL/FLUSH). PROVIDEBACKING PER MANUFACTURERS SPECIFICATIONS

10a LENNOX B-VENT GAS FIREPLACE, MERIT SERIES, 42" LMBV, WH NO. 3106807,ANSI Z21.50. PROVIDE FUEL GAS, LOOSE KEY VALVE, AND GLASS DOORS.VERIFY DIMENSIONS AND INSTALL PER MANUFACTURERS SPEC'S (SPEC'SSHALL BE AVAILABLE AT INSPECTION), PRE-FAB FIREPLACE TO BEAR THESTAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED INACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURERINSTRUCTIONS.

10f SCUPER

DN

DeckCovered Deck

1

A4.0

2

A4.0

15

' - 2

"

12' - 9"

3" / 12"3" / 12"

3"

/ 1

2"

3"

/ 1

2"

3" / 12"

3"

/ 1

2"

3"

/ 1

2"

3

A4.0

VOLUME CEILING

F.P.

1' -

7"

3' -

8"

1' - 11" 7' - 4" 1' - 11" 2' - 3"

CLR.

1' - 8" 7' - 4"

CLR.

3' - 2" 1' - 1"

CLR

.

1' -

8"

9"

CLR

.

6' -

8"

9"

1' -

8"

1' -

3"

23

' - 1

1"

ROOF BELOW

ROOF BELOW DECK BELOW

ROOF BELOW

6' - 0"

S.B

.

5' -

0"

N

DS

DS

10

AD.3

R16

1

AD.3

R8

R12

R17

VALLEY

VALLEY

RID

GE

RIDGE

RIDGE

VALLEY

R10

R1

R1

R13

DS DS

DS

DS

DS

HIP

2

AD.1

3

AD.1

9

AD.1

4

AD.1

5

AD.1

5

AD.1

2

AD.1

1

AD.1

1

AD.4

11

AD.3

R4

R3

R6

R7

R4

R14

R4

R14

R18

R3 R7

3

AD.1

DS(19) R @ 8"(18) T @ 10"

8

AD.1

1

AD.3

2

AD.1

9

AD.3

DD

3

A3.2

2' -

2"

CLR

.

3' -

4"

DD

15' - 8"

14' - 4"

13

' - 1

0"

SL

OP

ES

LO

PE

DD

DD

2%SLOPE

2%SLOPE

SL

OP

E

DSDS

DS

2%SLOPE2%SLOPE

SL

OP

ES

LO

PE

17

AD.2

17

AD.22%SLOPE

2%SLOPE

2%SLOPE 2%SLOPE

2%SLOPE 2%SLOPE

R13

8

AD.4

AD.4

4

Courtyard

Patio

Courtyard

56' - 8"

4' - 2" 15' - 10" 3' - 6" 33' - 0"

8' -

3"

35

' - 1

1"

44

' - 2

"

23

' - 1

0"

15

' - 4

"5

' - 0

"







RETANING WALL




Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20174:38:40 PM

Bryan &Heidi

JohnsonResidence

A2.2

1712

Project Status

Roof DeckPlan &

Single StoryDiagram

Single Story Diagram SCALE: 1/8" = 1'-0"

Roof Deck SCALE: 1/4" = 1'-0"

STORY ANALYSIS

FLOOR <6' ABV. FIN. GRADE

35'-11" 56'-8" 23'-10" 4'-2" 5'-0" 3'-6"

129'-1"TOTAL <6' =64 % OF TOTAL PERIMETER

FLOOR >6' ABV. FIN. GRADE

8'-3"15'-4"15'-10"33'-0"

72'-5"TOTAL >6' =35.9 % OF TOTAL PERIMETER

TOTALPERIMETER:201.5'

HIGHEST FLOOR > 6' ABV. FIN. GRADEWALL PERIMETER

HIGHEST FLOOR < 6' ABV. FIN. GRADEWALL PERIMETER

60% MAXIMUM ALLOWED

Covered Deck Calculation

TOTAL PERIMETER WALLS: 56'-4"

NORTH WALL: 13'-10"EAST WALL: 14'-4"SOUTH WALL: 13'-10"WEST WALL: 14'-4"

PERIMETER WALL LENGTH WALL OPENINGS

NORTH WALL: 10'-1"EAST WALL: 4'-11"SOUTH WALL: 10'-3"WEST WALL: 4'-0"

TOTAL WALL OPENINGS: 29'-3"

TOTAL PERIMETER WALL : 56.33' / 2 = 28.16' MIN. OPENINGS REQUIRED. 29.25' PROVIDED

R1 TWO-PIECE, CLAY TILE ROOFING (REDLAND TWO-PIECE,SINGLE-BARREL CLAY TILE ROOFING, ICC ESR-1489,TERRACOTTA #2211) SHALL BE USED w/ BOOSTER TILES ONTHE EDGES AND RIDGES w/ RANDOM MORTAR PACKING. THEMORTAR SHALL BE PACKED ON 100 PERCENT OF THE TILES INTHE FIRST TWO ROWS OF TILES AND ALONG ANY RAKE ANDRIDGELINE, AND SHALL BE PACKED ON 25 PERCENT OF THETILES ON THE REMAINING FIELD. MORTAR PACKING SHALLSERVE AS BIRD STOPS AT THE ROOF EDGES. THE VOLUME OFMORTAR PACK TO ACHIEVE THE APPROPRIATE THICHNESSSHALL BE EQUIVALENT TO A 6 INCH DIAMETER SPHERE OFMORTAR APPLIED TO EACH TILE.

R3 PRECAST CONCRETE FINIAL

R4 6" HALF-ROUND COPPER GUTTER AND 3" COPPERDOWNSPOUT (DOWNSPOUT BRACKETS NOT TO EXCEED 6'O.C.) - PATINA FINISH

R6 DECORATIVE, 42" HIGH, WROUGHT-IRON RAILING (PAINTEDBLACK). INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERNSHALL BE SPACED SUCH THAT 4" SPHERE CAN NOT PASSTHROUGH

R7 STAIRS BELOW w/ TERRA-COTTA PAVERS

R8 SITE WALLS BELOW

R10 LINE OF BEAM BELOW

R12 FIREPLACE BELOW

R13 18" SQ. TERRA COTTA TILE PAVERS MUDSET o/ "DEX-O-TEX"WEATHERWEAR WATERPROOF DECK SYSTEM (ESR-1757) -SLOPE TO DRAIN, SCUPPER, OR AWAY FROM BUILDING @ MIN.1/4" PER FOOT

R14 CHIMNEY CANT

R16 FLAT ROOF BUILT-UP ROOFING SHALL BE CLASS- 'A' MINIMUMCONTRACTOR TO USE GAF-ELK PRODUCT OR EQUAL FORLOW SLOPE ROOF AREAS. INSTALLATION OF ROOFING SHALLBE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONPROVIDE ROOF DRAINS AND OVERFLOW DRAINS PER ROOFPLAN AND DETAILS, BRING ANY DISCREPANCIES ORPROBLEMS TO THE ARCHITECTS ATTENTION.CONTRACTOR TOUSE GAF-ELK PRODUCT OR EQUAL. FLAT ROOFING SHALL BEPROVIDED WITH 1 LAYER GAFGLAS #75 BASE SHEET (ICCESR#1274, UL ER1306-02-2-8-16), 3 LAYERS 6 PLY FIBERGLASSAND 6 PLY MODIFIED CAP SHEET TOP COAT. WHEREREQUIRED FOR 1 HR RATED ASSEMBLY USE GAF FIREOUTFIRE BARRIER COATING. ROOF SHALL BE 20 YEAR BONDED.INSTALLATION SHALL BE PER MANUFACTURERSSPECIFICATIONS.

R17 FOUNTAIN BELOW

R18 FIREPLACE - OUTDOOR, VENT-FREE, FMI ALPINE, FIREBOX W42", H 41", FIREBOX OPENING W 24"

Keynotes

Legend

DN

DN

A3.0

A3.1

1

2

3" / 12"

3" / 12"

3"

/ 1

2"

3"

/ 1

2"

3" / 12"

3"

/ 1

2"

3" / 12"

3"

/ 1

2"

3"

/ 1

2"

3" / 12"

3"

/ 1

2"

1' -

0"

1' -

0"

O.H

., T

YP

. U

.N.O

.

1' -

0"

O.H., TYP. U.N.O.1' - 0"

O.H

.

2' -

0"

COURTYARD BELOW

R1

O.H.

2' - 0"

O.H.

2' - 0"

6" / 12"

R7

R7

DECK

DN.

R10

DECK BELOW

R2

R2

R9

R9

R6

R18

R18

N

S.B

.

5' -

0"

S.B

.

5' -

0"

HIP

HIP

HIP

HIP

R

HIP

VALLEY

VALLEY

RIDGE

RID

GE

RIDGE

TYP

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

R4

1.8

1.1

R8

R1

R4

R4

R16

AD.4

8

1

AD.1 R1

R4

R8

1

AD.3

3

AD.4

1

AD.3

10

AD.3

1

AD.1

2

AD.122' - 1"

3

AD.1

PATIOBELOW

R5

R5

1.1

1.8

R4

F.S. 249.17

F.S.

1

AD.1

1

AD.1

19

AD.2

33' - 1"

4

AD.1

9

AD.3

19' - 9"F.S.

5

AD.1

5

AD.1

16

AD.2

4

AD.19

AD.1

1

AD.1

1

AD.4

R4

OVERFLOW

DD

DD

OVERFLOW

22' - 9"

ATTIC AREA 1

ATTIC AREA 2

VALL

EY

1

AD.4

R5

R14

R17

3

AD.1

R14

3

AD.1

11

AD.2

11

AD.2

AD.1

7

A3.2 2

0"6"

7

AD.1

4

AD.4

DS

DS

DS

AD.4

4

SIM.

SIM.

2%SLOPE2%SLOPE

SL

OP

ES

LO

PE

AREA 1: 330 S.F.

REQUIRED: 330 S.F. x 1/150 x 144 SQ. IN.= 316.8 SQ. IN.

PROVIDED: (4) O'HAGIN MODEL M VENTS @ 86.25 SQ. IN. EA.= 345 SQ. IN.

AREA 2: 110 S.F.

REQUIRED: 110 S.F. x 1/150 x 144 SQ. IN.= 105.6 SQ. IN.

PROVIDED: (2) O'HAGIN MODEL M VENTS @ 86.25 SQ. IN. EA.= 172.5 SQ. IN.

Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20174:38:41 PM

Bryan &Heidi

JohnsonResidence

A2.3

1712

Project Status

Roof Plan

Keynotes

Roof Plan SCALE: 1/4" = 1'-0"


1.8 BUILDING SETBACK LINE.PROVIDE MIN.1" TO BUILDING ROUGH FRAMING.

R1 TWO-PIECE, CLAY TILE ROOFING (REDLAND TWO-PIECE, SINGLE-BARREL CLAY TILEROOFING, ICC ESR-1489, TERRACOTTA #2211) SHALL BE USED w/ BOOSTER TILES ON THEEDGES AND RIDGES w/ RANDOM MORTAR PACKING. THE MORTAR SHALL BE PACKED ON100 PERCENT OF THE TILES IN THE FIRST TWO ROWS OF TILES AND ALONG ANY RAKE ANDRIDGELINE, AND SHALL BE PACKED ON 25 PERCENT OF THE TILES ON THE REMAININGFIELD. MORTAR PACKING SHALL SERVE AS BIRD STOPS AT THE ROOF EDGES. THE VOLUMEOF MORTAR PACK TO ACHIEVE THE APPROPRIATE THICHNESS SHALL BE EQUIVALENT TO A6 INCH DIAMETER SPHERE OF MORTAR APPLIED TO EACH TILE.

R2 CLAY POT CHIMNEY CAP

R4 6" HALF-ROUND COPPER GUTTER AND 3" COPPER DOWNSPOUT (DOWNSPOUT BRACKETSNOT TO EXCEED 6' O.C.) - PATINA FINISH

R5 2" THICK, TERRA COTTA, TILE PAVER WALL / PILASTER CAP

R6 DECORATIVE, 42" HIGH, WROUGHT-IRON RAILING (PAINTED BLACK). INTERMEDIATE RAILSOR AN ORNAMENTAL PATTERN SHALL BE SPACED SUCH THAT 4" SPHERE CAN NOT PASSTHROUGH

R7 STAIRS BELOW w/ TERRA-COTTA PAVERS

R8 SITE WALLS BELOW

R9 LINE OF WALL BELOW

R10 LINE OF BEAM BELOW

R14 CHIMNEY CANT

R16 FLAT ROOF BUILT-UP ROOFING SHALL BE CLASS- 'A' MINIMUM CONTRACTOR TO USEGAF-ELK PRODUCT OR EQUAL FOR LOW SLOPE ROOF AREAS. INSTALLATION OF ROOFINGSHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION PROVIDE ROOFDRAINS AND OVERFLOW DRAINS PER ROOF PLAN AND DETAILS, BRING ANYDISCREPANCIES OR PROBLEMS TO THE ARCHITECTS ATTENTION.CONTRACTOR TO USEGAF-ELK PRODUCT OR EQUAL. FLAT ROOFING SHALL BE PROVIDED WITH 1 LAYERGAFGLAS #75 BASE SHEET (ICC ESR#1274, UL ER1306-02-2-8-16), 3 LAYERS 6 PLYFIBERGLASS AND 6 PLY MODIFIED CAP SHEET TOP COAT. WHERE REQUIRED FOR 1 HRRATED ASSEMBLY USE GAF FIREOUT FIRE BARRIER COATING. ROOF SHALL BE 20 YEARBONDED. INSTALLATION SHALL BE PER MANUFACTURERS SPECIFICATIONS.

R17 FOUNTAIN BELOW

R18 FIREPLACE - OUTDOOR, VENT-FREE, FMI ALPINE, FIREBOX W 42", H 41", FIREBOX OPENINGW 24"

Attic Vent Calcs

Revision 1 1 Date 1

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Garage-2' - 6"

Roof Deck20' - 11"

Roof30' - 0"

Entry Stair-1' - 6"

5' - 0"

MAXIMIMUM ALLOWABLE BUILDING HEIGHT 35'-0" FROM FINISH GRADE

5' - 0"

LINE OF EXISTING GRADE

LINE OF FIN. GRADE

PROPERTY LINESETBACK LINE

10' - 0"

3' -

1"

E7

FOUNTAIN

3' -

6"

E30

E1

E37

E1

E22

PROPERTY LINE

PLANTER

E6

E2

E9

E6

E6

E1

E4E14

E35

E2

E25E33

E35

E1

E26

R 10' - 4 15/32" 9

' - 1

0"

AD.4

4

1

AD.3

19

AD.1

1

AD.1

18

AD.1

20

AD.1

1

AD.1

5

AD.1

13

AD.3

4

AD.4

AD.1

9

1

AD.1

E34

10

AD.1

10

AD.1

4' -

0"

7' - 9"

3

AD.1

1' -

5"

1' -

5"

1' -

6"

1' -

5"

3' -

0"

1' -

3"

2

AD.3

1.25

1.15

ACCESSORY STRUCTURE HEIGHTPER SEC. 9-3.50 (A), (2), (D)

10

' - 6

"

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Garage-2' - 6"

Roof Deck20' - 11"

Roof30' - 0"

8' -

6"

10

' - 1

"9

' - 1

"

Entry Stair-1' - 6"

9' -

6"

E2

E1

RECESSED NICHE

E5

E14

E19

LINE OFEXISTING GRADEAT FRONTPROPERTY LINE

E37

LINE OFEXISTING GRADEAT 10' SETBACK

PROPERTYLINE

E17

PROPERTYLINE

LINE OF (E) GRADEAT EDGE OF STREET

22' - 8"

33

' - 9

"

E3E7

1.7

E9

E25

E26

E37

E6

GU

AR

D W

AL

L

3' -

6"

MIN

E23 E37 1.4

3' -

1"

2' -

7"

1' -

5"

1' -

4"

1' -

4"

1' -

8"

3' -

1"

3

AD.1

9

AD.3

5

AD.1

13

AD.3

1

AD.1

4

AD.4

15

AD.1 AD.2

17

4

AD.3

5

AD.3

5

AD.4

1

AD.1

AD.3

8

2

AD.3

E34

DENOTES EMERGENCY EGRESS DOOR/WINDOW

DENOTES TEMPERED GLASS

NOTES:

1. MODIFIED BITUTHANE WATERPROOF MEMBRANE SHALL BEINSTALLED BELOW ALL EXTERIOR PLASTER WALL CAPS, LEDGES,ANGLED WALLS, WINDOW HEADS AND SILLS, ETC.

2. PROVIDE 2 LAYERS OF TYPE "D" FELT PAPER OVER WALLSHEATHING.

Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20174:24:41 PM

Bryan &Heidi

JohnsonResidence

A3.0

1712

Project Status

ExteriorElevations

Legend / Notes

1.4 NEW CMU WALL w/ STUCCO FINISH - PAINT TO MATCH BLDG

1.7 6'-0" HIGH SCREEN WALL

1.15 TRASH BINS

1.25 200 AMP MAIN ELECTRIC PANEL - VERIFY w/ELECTRIC CO.

E1 7/8" EXTERIOR PLASTER o/ APPROVED METAL LATH, WHITE, APPLIED w/ STEEL, HAND TROWEL (NO MACHINEAPPLICATION), SMOOTH MISSION FINISH AND SLIGHT UNDULATIONS (APPLIED DURING BROWN COAT) ANDBULL-NOSED CORNERS AND EDGES, INCLUDING ARCHWAYS (APPLIED DURING LATHE), WITH NOCONTROL/EXPANSION JOINTS

E2 TWO-PIECE, CLAY TILE ROOFING (REDLAND TWO-PIECE, SINGLE-BARREL CLAY TILE ROOFING, ICC ESR-1489,TERRACOTTA #2211) SHALL BE USED w/ BOOSTER TILES ON THE EDGES AND RIDGES w/ RANDOM MORTARPACKING. THE MORTAR SHALL BE PACKED ON 100 PERCENT OF THE TILES IN THE FIRST TWO ROWS OF TILES ANDALONG ANY RAKE AND RIDGELINE, AND SHALL BE PACKED ON 25 PERCENT OF THE TILES ON THE REMAININGFIELD. MORTAR PACKING SHALL SERVE AS BIRD STOPS AT THE ROOF EDGES. THE VOLUME OF MORTAR PACK TOACHIEVE THE APPROPRIATE THICKNESS SHALL BE EQUIVALENT TO A 6 INCH DIAMETER SPHERE OF MORTARAPPLIED TO EACH TILE.

E3 DECORATIVE SOLID WROUGHT IRON GUARD +42" ABOVE FINISH FLOOR. INTERMEDIATE RAILS OR ANORNAMENTAL PATTERN SHALL BE SPACED SUCH THAT 4" SPHERE CAN NOT PASS THROUGH.

E4 METAL CLAD WINDOWS PER PLAN, DIVIDED LITES

E5 METAL CLAD FRENCH DOORS PER PLAN, DIVIDED LITES

E6 6" HALF ROUND PAINTED ALUMINUM GUTTER AND 3" DIAMETER DOWNSPOUT (DOWNSPOUT BRACKETS NOT TOEXCEED 6' O.C.)

E7 CHIMNEY CAP w/ STUCCO FINISH

E9 COPPER. FLASHING AT ROOF TO WALL

E14 EXTERIOR LIGHT

E17 DECORATIVE WOOD HEADER TRIM - STAINED FINISH

E19 FALSE, 4" DIAM. CLAY TILE VENTS

E22 4 x 6 RAFTER TAILS

E23 STAINED WOOD GARAGE DOOR

E25 WALL OPENING WITH STUCCO FINISH

E26 SCUPPER

E30 SHAPED WOOD BRACKET - STAINED

E33 FIREPLACE - OUTDOOR, VENT-FREE, FMI ALPINE, FIREBOX W 42", H 41", FIREBOX OPENING W 24"

E34 DECORATIVE, 42" HIGH, GUARDWALL, STUCCO FINISH. INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SHALLBE SPACED SUCH THAT 4" SPHERE CAN NOT PASS THROUG

E35 CLAY CHIMNEY CAP

E37 1 1/2" THICK, TERRA COTTA, TILE WALL CAP PAVERS

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

Left Elevation

Front Elevation

Keynotes

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Roof Deck20' - 11"

Roof30' - 0"

9' -

1"

Entry Stair-1' - 6"

10

' - 1

"

E22E7

E1

E1

E37

MAXIMIMUM ALLOWABLE BUILDING HEIGHT 35'-0" FROM FINISH GRADE

33' - 2" E2

E6

E6

E25

2

AD.3

E2

E37 E6

E4

E6

E35

E4

E25

24' - 11"

22' - 9"

10

AD.1

1

AD.1

4

AD.3

6' -

0"

1

AD.1

18

AD.1

5

AD.1

20

AD.1

19

AD.1

3

AD.1

9' -

2"

8' -

1"

R 2' - 0 13/32"

1

AD.3

3"

AD.4

4

Ground Level9' - 6"

TOP-08' - 3"

TOP-119' - 7"

Roof Deck20' - 11"

Roof Deck20' - 11"

Roof30' - 0"

FOUNTAINFIREPLACE

E2

E22

E35

E1

E5

E14

E1

24

' - 0

"

7

AD.2

E25

E9

E6

22' - 7 5/8"

5

AD.1

13

AD.1

10

AD.13

AD.3

13

AD.1

5

AD.3

20

AD.1

19

AD.1

1

AD.1


LINE OF FIN. GRADE

9' -

2"

4' -

0"

2

AD.3

E6

E17



NOTES:



Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20172:40:24 PM

Bryan &Heidi

JohnsonResidence

A3.1

1712

Project Status

ExteriorElevations

Legend / Notes

E1 7/8" EXTERIOR PLASTER o/ APPROVED METAL LATH, WHITE,APPLIED w/ STEEL, HAND TROWEL (NO MACHINE APPLICATION),SMOOTH MISSION FINISH AND SLIGHT UNDULATIONS (APPLIEDDURING BROWN COAT) AND BULL-NOSED CORNERS AND EDGES,INCLUDING ARCHWAYS (APPLIED DURING LATHE), WITH NOCONTROL/EXPANSION JOINTS

E2 TWO-PIECE, CLAY TILE ROOFING (REDLAND TWO-PIECE,SINGLE-BARREL CLAY TILE ROOFING, ICC ESR-1489, TERRACOTTA#2211) SHALL BE USED w/ BOOSTER TILES ON THE EDGES ANDRIDGES w/ RANDOM MORTAR PACKING. THE MORTAR SHALL BEPACKED ON 100 PERCENT OF THE TILES IN THE FIRST TWO ROWSOF TILES AND ALONG ANY RAKE AND RIDGELINE, AND SHALL BEPACKED ON 25 PERCENT OF THE TILES ON THE REMAINING FIELD.MORTAR PACKING SHALL SERVE AS BIRD STOPS AT THE ROOFEDGES. THE VOLUME OF MORTAR PACK TO ACHIEVE THEAPPROPRIATE THICKNESS SHALL BE EQUIVALENT TO A 6 INCHDIAMETER SPHERE OF MORTAR APPLIED TO EACH TILE.



E6 6" HALF ROUND PAINTED ALUMINUM GUTTER AND 3" DIAMETERDOWNSPOUT (DOWNSPOUT BRACKETS NOT TO EXCEED 6' O.C.)

E7 CHIMNEY CAP w/ STUCCO FINISH


E14 EXTERIOR LIGHT

E17 DECORATIVE WOOD HEADER TRIM - STAINED FINISH

E22 4 x 6 RAFTER TAILS

E25 WALL OPENING WITH STUCCO FINISH


E37 1 1/2" THICK, TERRA COTTA, TILE WALL CAP PAVERS

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

Right Elevation

Rear Elevation

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

Keynotes

Ground Level9' - 6"

TOP-119' - 7"

FOUNTAIN

FIREPLACE

E30

E1

EXISTING GRADE

S.B.

5' - 0"

PROPERTYLINE

PROPERTYLINE

10

' - 1

"

FIN. GRADE

10

AD.3

10

AD.1 E1

12

AD.1

E6

E9



NOTES:



Ground Level9' - 6"

TOP-119' - 7"

Roof Deck20' - 11"

Roof30' - 0"

TR

EA

D N

OS

ING

.34

" -

38

" A

BV

.

S24

AD.24

AD.2

2

AD.1

10

S20

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TR

EA

D N

OS

ING

.34

" -

38

" A

BV

.

S7

S25

S32

S16

S20

S22

AD.4

2

AD.212

AD.2

6S10

S22

S16AD.1

10

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Garage-2' - 6"

Roof Deck20' - 11"

Roof30' - 0"

10

' - 1

"

EXISTING GRADE

FIN. GRADE

E1

E4

E5

E14

MAIN HOUSE BEYOND18

AD.1

20

AD.1

1

AD.3

19

AD.1

10

AD.1

12

AD.1

2

AD.3

5

AD.3

19

AD.2

4

AD.4

Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20172:40:31 PM

Bryan &Heidi

JohnsonResidence

A3.2

1712

Project Status

ExteriorElevations

REAR ELEVATION - ACCESSORY

FRONT ELEVATION - ACCESSORY Legend / Notes

E1 7/8" EXTERIOR PLASTER o/ APPROVED METAL LATH, WHITE,APPLIED w/ STEEL, HAND TROWEL (NO MACHINE APPLICATION),SMOOTH MISSION FINISH AND SLIGHT UNDULATIONS (APPLIEDDURING BROWN COAT) AND BULL-NOSED CORNERS AND EDGES,INCLUDING ARCHWAYS (APPLIED DURING LATHE), WITH NOCONTROL/EXPANSION JOINTS



E6 6" HALF ROUND PAINTED ALUMINUM GUTTER AND 3" DIAMETERDOWNSPOUT (DOWNSPOUT BRACKETS NOT TO EXCEED 6' O.C.)


E14 EXTERIOR LIGHT

E30 SHAPED WOOD BRACKET - STAINED

S7 DECORATIVE SOLID WROUGHT-IRON HAND RAIL (PAINTED BLACK),34"-38" ABV. TREAD NOSING. INTERMEDIATE RAILS OR ANORNAMENTAL PATTERN SHALL BE SPACED SUCH THAT 4" SPHERECAN NOT PASS THROUGH

S10 FLOOR FRAMING PER STRUCTURAL

S16 CONC. SLAB PER STRUCTURAL

S20 CONC. FOOTING PER STRUCTURAL

S22 CONC. RETAINING WALL PER STRUCTURAL

S24 18" SQ. TERRA COTTA TILE PAVERS MUDSET o/ "DEX-O-TEX"NEOBOND, WATERPROOF SYSTEM (LA REPORT #RR 2360) - SLOPETO DRAIN, SCUPPER, OR AWAY FROM BUILDING @ MIN. 1/8" PERFOOT

S25 3/4" PLYWD. TREADS AND RISERS o/ 2x STAIR STRINGER PERSTRUCTURAL

S32 5/8" TYPE GYP. BD. TYP. AT WALLS AND CEILINGS

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

Keynotes

STAIR SECTION 13SCALE: 1/4" = 1'-0"

4SCALE: 1/4" = 1'-0"STAIR SECTION SCALE: 1/4" = 1'-0" 2

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Garage-2' - 6"

Roof Deck20' - 11"

PROPERTY LINE

238.00' F.F.

226.00' F.F.

12

' - 0

"

2' -

3"

228.25' F.F.

8' -

6"

Entry Stair-1' - 6"

GUEST RM. COURTYARD DINING RM.

COURTYARD

M. BDRM.HALL

FIREPLACE

OPENTO SIDE

YARD

OPENTO SIDE

YARD

NOTE:

SLOPE OF EXISTING FRONT YARDGRADE IS 15% OR GREATER.1

0' -

1"


S.B.

10' - 0"

SETBACK LINE

15% AVG. SLOPE, MIN.

15% MIN. SLOPE

18' - 0"

RECESS NICHEAT STAIRLANDING

S11 S21 S35

S32

S16

E35

S36

AD.1

13

AD.3

10

AD.3

3

AD.3

10

S16

AD.1

13

S2 S11

AD.3

11 18

AD.1

AD.3

3

S9

S16

AD.3

5

S21

6' -

0"

S2

S21

S4S21 S32

8' -

9"

10

' - 6

"

AD.4

4

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Garage-2' - 6"

Roof Deck20' - 11"

Roof30' - 0"

W./D.

KITCHENPANTRY COURTYARD W.I.C.

COVERED DECK

LAUNDRY

228.25' F.F.

238.00' F.F.

226.00' F.F.

10

' - 1

"9

' - 1

"8

' - 6

"

PROPERTY LINEPROPERTY LINE


9

AD.3

AD.2

7

3' -

6"

S9

S2

S1

S24

S31

S10

S21

S10

S32

S1

S16

S21 S2 S11

AD.1

1

S21

S1

AD.2

9 15

AD.2

14

AD.32

AD.4

13

AD.1

S24

S21

S32S4

S22

S21

S1

S32

Ground Level9' - 6"

0-Basement-0' - 3"

TOP-08' - 3"

TOP-119' - 7"

Garage-2' - 6"

Entry Stair-1' - 6"

DECK M. BDRM.

PLANTER

PLANTER

RECESSEDNICHE ATSTAIR

FOUNTAIN

NOTE:

SLOPE OF EXISTING FRONT YARDGRADE IS 15% OR GREATER.

42

" M

ax H

t

2' -

7"

42

" M

ax H

t

3' -

1"

6' -

0"

PROPERTY LINE


SETBACK LINE

15% SLOPE MIN.

18' - 0"

15 % AVG. SLOPE, MIN.

Per Table 3.2 Footnote 18

10' - 0"

S34

S16

S21

S1

S2 S2

Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20174:29:12 PM

Bryan &Heidi

JohnsonResidence

A4.0

1712

Project Status

BuildingSections

SCALE: 1/4" = 1'-0"Building Section2 Legend and Notes


S1 7/8" EXTERIOR PLASTER o/ APPROVED METAL LATH, WHITE,APPLIED w/ STEEL, HAND TROWEL (NO MACHINEAPPLICATION), SMOOTH MISSION FINISH AND SLIGHTUNDULATIONS (APPLIED DURING BROWN COAT) ANDBULL-NOSED CORNERS AND EDGES, INCLUDINGARCHWAYS (APPLIED DURING LATHE), WITH NOCONTROL/EXPANSION JOINTS

S2 TWO-PIECE CLAY TILE ROOFING (REDLAND TWO-PIECE,SINGLE-BARREL CLAY TILE ROOFING, ICC ESR-1489,TERRACOTTA #2211)

S4 ALUMINUM CLAD FRENCH DOORS PER PLAN W/ DIVIDEDLITES, COLOR: "CHESTNUT BROWN"

S9 DECORATIVE, 42" HIGH, WROUGHT-IRON RAILING (PAINTEDBLACK). INTERMEDIATE RAILS OR AN ORNAMENTALPATTERN SHALL BE SPACED SUCH THAT 4" SPHERE CANNOT PASS THROUGH.

S10 FLOOR FRAMING PER STRUCTURAL

S11 ROOF FRAMING PER STRUCTURAL

S16 CONC. SLAB PER STRUCTURAL

S21 R-25 FIBERGLASS BATT INSULATION IN ALL EXTERIORWALLS, R-19 AT RAISED FLOORS AND R-38 IN ROOFS ASSPECIFIED BY TITLE 24

S22 CONC. RETAINING WALL PER STRUCTURAL

S24 18" SQ. TERRA COTTA TILE PAVERS MUDSET o/ "DEX-O-TEX"NEOBOND, WATERPROOF SYSTEM (LA REPORT #RR 2360) -SLOPE TO DRAIN, SCUPPER, OR AWAY FROM BUILDING @MIN. 1/8" PER FOOT

S31 COMPLETELY FILL CAVITY SPACE w/ INSULATION

S32 5/8" TYPE GYP. BD. TYP. AT WALLS AND CEILINGS

S34 CHIMNEY CAP w/ STUCCO FINISH

S35 BUILT-UP ROOFING

S36 FIREPLACE - OUTDOOR, VENT-FREE, FMI ALPINE, FIREBOXW 42", H 41", FIREBOX OPENING W 24"

SCALE: 1/4" = 1'-0"Building Section 1

SCALE: 1/4" = 1'-0"Building Section 3

Keynotes

REF.

DW

REF.

9'-1" CEILIING

8'-1" CEILIING

10'-1" CEILIING

Basement

2 Car Garage

Bath 3 La

STOR.

C3C8

C10 C8 C8

1

A4.0

2

A4.0

3

A4.0

Courtyard

Bdrm. 2

Kitchen Living

Entry

M. Bdrm.

Deck

Patio

Dining

Guest Bdrm.

Guest Rm.

Bath

PANTRY

.

C10

3"

/ 1

2"

3"

/ 1

2"

3"

/ 1

2"

3"

/ 1

2"

C10

C1 C1 C1

C10

3" / 12"3" / 12"

C1

C2

C2

C2

W.P.

W.P.

3

A3.2

-

---

-

---

C1

C11

Architect

&

Associates

Michael

Luna

Exp. 07/31/2019

OAET

LCA I FO F

S T

No. C-25161

NR

I A

L

L

ANU

L UAPE

IM

AHCL

NECI

ES AD CR TI E

TC

H

Sheet No.

Revision

Revision

Plot Date

Project No.

Stamp

Sheet Title

Project

Phone: (949) 493-5200

Fax: (949) 493-5248

92675

California

Clemente,

San

Suite A,

1531


B.D. Submittal

Bid Issue

Const. Issue

Revision

Revision



8/10/20172:40:52 PM

Bryan &Heidi

JohnsonResidence

A5.0

1712

Project Status

ReflectedCeiling Plans

Keynotes

SCALE: 1/4 = 1'-0" Legend

Reflected Ceiling Plan - Basement

Reflected Ceiling Plans

C1 CEILING @ 10'-0" w/ 5/8" GYP. BD.

C2 CEILING @ 9'-1" w/ 5/8" GYP. BD.

C3 CEILING @ 10'-11" w/ 5/8" TYPE "X" GYP. BD.

C5 SOFFIT @ 9'-0" w/ 5/8" GYP. BD.

C8 CEILING @ 8'-6" w/ 5/8" GYP. BD.

C10 VOLUME CEILING, HEIGHT VARIES, 5/8" GYP. BD.

C11 VOLUME CEILING, HEIGHT VARIES, 7/8" EXT. PLASTER o/ APPROVEDMETAL LATH

Reflected Ceiling Plan - Ground Level

Reflected Ceiling Plan - Roof Deck

SEE DETAIL "C" ON SHEET NO. 6

Gh~ .. NO.

-X

235

X

i ~?J :~ ' ' ' '

b .., ~ .,. ..,- . , . .. ...... •' ..

· .II . ·· . " ' ·· <] · ... . .

v

G

SEE DETAIL "8" ON SHEET NO. 5

Existing res/den.:;~

1, L.L. ADJ. 96-808-02

/ 0 ..... . • t!)

~r-= N

IDENCE

U,J

SEE DETAIL "A" ON SHEET NO. 4

1- 20.00'

I I I

I I I r

-

40.00'

·I· f.~

I ' ' '

' ' '

20.00'

I I I I I \

\

0 <( 0 a..

0 () -,---- _./,..._. /

/ /

= 238.00 ..... ~ a.. • ; u...

F.F.1

= 238.00

PA[j) = 23 7.,.1

·1 J'"H_ >-=o-:F- J6 ~/

"""' ·--..1-Y ~~"'

Existing residence

. ·V ': . .. . ' ... .. ~-

CONSTRUCTION NOTES:

SITE IMPROVEMENTS

•

0-- CONSTRUCT CONCRffi PAVING PER ARCHITECfS DErAILS.

~u..: >-,...: o,... "'-~~ l:l ori II

<I

0--- CONSTRUCT CONCRffi DRIVEWAY PAVING PER ARCHITECfS DErAILS.

0-- CONSTRUCT BLOCK WAll WITH RErAINING PER STRUCTURAL ENGINEER'S DErAILS.

0--- INSTAll 4" Dli\MffiR GRATE INL£T {NOS) OR APPROVED EQUAL

Sl Hff I IMPROVEMENTS

@---- CONSTRUCT CONCRffi DRIVEWAY PAVING PER ARCHITECfS DErAILS.

@----- SAWCUT AND REMOVE EXISTING AC PAVEIAENT AND REPLACE WITH FUll DEPTH AC PAVEMENT.

@------ CONSTRUCT CONCRffi PAVING PER ARCHITEcfS DETAILS.

__, J.oooo--PAD

~1 F-INI~H-FL!CJOR

PAD =

_l-37.1 -

----- ----. • "· 'V. ..

PARCEL A

OWNER / SITE ADDRESS:

BRYAN &: HEIDI JOHNSON 31331 ANDRES PICO ROAD SAN JUAN CAPISTRANO, CALIFORNIA 92675

PHONE: (X) X-X

SITE AREA = 0.131 ACRES

' '

' '

I

(f) w a: 0 z <(

--

----. . ......... :.~~~ .... ·. .,. .. -~ ·~ .

" . .· ··· ... ~

" ··v . .. .. ~ • . . -"'!·

•• . ..

;. . . , .. • 'Ill . • ' •• :.;. 'Ill

. •.

. .• ·~ . . ' .. .. <>~~>.

.· )' .. . ~- ·~· . I.

BUILDING PAD NOTE: * THE UPPER LEVEL BUILDING CONCRETE FLOOR SLAB IS A MINIMUM OF 5

INCHES IN THICKNESS AND REINFORCED 1'11TH 1J4 BARS AT 18 INCH SPACING, EACH WAY, POSITIONED IN THE CENTER OF THE SLAB, PER SOILS ENGINEER'S RECOMMENDATIONS AND STRUCTURAL ENGINEER'S PLANS. CONCRETE SLAB IS CONSTRUCTED OVER 2 INCHES OF SAND OVER A VAPOR BARRIER OVER 4 INCHES OF GRAVEL PER SOILS ENGINEER'S RECOMMENDATIONS AND STRUCTURAL ENGINEER'S PLANS.

THE LOI't1ER LEVEL BUILDING CONCRETE FLOOR SLAB IS A MINIMUM OF 1 FOOT OF MATI SLAB OVER COMPACTED SUBGRADE PER SOILS ENGINEER'S RECOMMENDATIONS AND STRUCTURAL ENGINEER'S PLANS.

' '

' •,

' "

J: ' '

0 4 I I

\ \ \ \ \ \ \ \ \ \

8 16 24

I ~ ...... ~~ SCALE IN FEET

SCALE: 1" = 8'

CIVIL ENGINEER: PRECISE GRADING PLAN FOR:

LGS ENGINEERING. INC. 626 N. ECKHOFF SlREET ORANGE, CALIFORNIA 92868

CONTACT: LOREN SANDBERG, P.E., P.L.S. PHONE: (714) 365-0017 FAX: (714) 365-0019

JOHNSON RESIDENCE 31331 ANDRES PICO ROAD

SAM JUAN CAPISTRANO, CALIFORNIA

SHEET NO.

3

or ,.... -a 9 -;;;.

._------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~--------------------------------_.-------------------------------- 17-116 1 16GP03.DWG