mattive sfr sheet ac1

scratch

ENTER Project Address: 1330 San Miguel Avenue

Is there a basement or cellar existing or proposed? No

ENTER Proposed TOTAL Net FAR Floor Area (in sq. ft.): 1,456

ENTER Zone ONLY from drop-down list: E-3

ENTER Net Lot Area (in sq. ft.): 5,853

Is the height of existing or proposed buildings 17 feet or greater? Yes

Are existing or proposed buildings two stories or greater? Yes

The FAR Requirements are: REQUIRED**

ENTER Average Slope of Lot: 17.00%

Does the height of existing or proposed buildings exceed 25 feet? No

Is the site in the Hillside Design District? No

Does the project include 500 or more cu. yds. of grading outside the main building footprint? No

FLOOR AREA RATIO (FAR): 0.249

Lot Size Range: 4,000 - 9,999 sq.ft.

MAX FAR Calculation (in sq. ft.): 1,200 + (0.25 x lot size in sq.ft.)

100% MAX FAR: 0.455

100% MAX FAR (in sq. ft.): 2,663

85% of MAX FAR (in sq. ft.): 2,264


* NOTE: Percentage total is rounded up.

ENTER Acreage to Convert to square footage: 1.00

Net Lot Area (in sq. ft.): 43560

H:\Group Folders\PLAN\Handouts\Offic ial Handouts\Design Review\FAR_Calculator.x lsx Revised May 26, 2020

Acreage Conversion Calculator

**NOTE: If your project is located on a site with multiple or overlay zones, please contact Planning Staff to confirm whether the FAR limitations are "Required" or "Guideline".

F.A.R. Calculator

The 1456 square foot proposed total is 55% of the MAX FAR.*

Instructions: Enter the information in the white boxes below. The spreadsheet will calculate the proposed FAR (floor area ratio), the 100% max FAR (per the Zoning Ordinance for "Required FAR"), and the 85% max FAR (per the Zoning Ordinance for "Required FAR"). Additionally it will determine whether a FAR Modification is required. "Guideline FAR" calculations are as outlined in the "Applicability" section of the Single Family Residence Design Guidelines, page 23-C.

The Net Lot Area does not include any Public Road Easements or Public Road Right-of-Way areas. The proposed TOTAL Net FAR Floor Area shall include the net floor area of all stories of all building, but may or may not include basement/cellar floor area. For further clarification on these definitions please refer to SBMC §28.15.083 & 30.300. This form has not yet been updated for current Title 30 zone designations, see SBMC §30.05.010 for comparison.

An FAR MOD is not required per SBMC §28.15 or §30.20.030

paper

SHEET INDEX

VICINITY MAPABBREVIATIONS

SITE & ROOF PLAN

detail

SITE & ROOF PLAN

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4' wood fence

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18" garden wall

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up

18

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(e) patio, typ

(e) turf

(e) planter area

(e) planter area

(e) planter area

millwork

(e) elec meter

(e) gas meter

(e) water mete

4' (e) sidewalk

(e) conc walk (e) ac driveway

3:12

(e) pitch typ(e

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(e) v

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8' parkway

6' setback

6' s

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6' setb

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20' setback

nearest uphill manhole, approximate elevation 132.3

approx. fin floor133.5

8.5' x 17.5'

parking space

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8.5' x 17.5'

parking space

1,259 sf

open yard

20'

20'

doorswall

dimension

6.7'

12'

15.3'

11.7'

6'

34.7'

30'

7.7'

10'

10' typ

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C-1 of sheets

text ABBREVIATIONS:

a awningab anchor boltabv above(abwp) as-built without permitac asphaltic concreteac air conditioningadj adjacental aluminumalt alternateapp approvedav audio visual

b bottombel belowbldg buildingblk blockblk'g blockingbm beambn boundary nailbn bullnosebot bottombp bi-pass

c casement, coursescab't cabinetcalc's calculationscb catch basincbc california building codecer ceramiccfm cubic feet per minuteclg ceilingcj ceiling joist, control joint,

construction jointcl center line, chain link,

centerlineclos closetclr clearcmu concrete masonry unitco clean outcol columnconc concretecont continuousct ceramic tilectr centercu cubiccw cold water

db decibeldbl doubledemo demolitiondet detaildf douglas firdf drinking fountaindia diameterdim dimensiondisp dispenserdisp disposerdh double hungdj deck joistdr doords down spoutdwgs drawings

e electrical(e) existingea each, exhaust airej expansion jointel elevationelev elevationen edge nailengr engineer(ing)eq equales each sideewwm electric welded wire meshexp exposedext exterior

f frenchfd floor drainfdn foundationff finished floorfg fixed glassfg finish gradefg fuel gasfin finishfj floor joistfl flush, flow lineflash'g flashingflr floorfluor fluorescentfn field nail, face nailfo face offohc free of heart centerfold'g foldingfom face of masonryfopl face of plasterfos face of studfosh face of sheathingfow face of wallfs finish surface, finish slab, far sideft feetftao force transfer around openingftg footing

g gasga gaugegalv galvanizedgb gypsum boardgfci ground fault circuit interruptergi galvanized irongls glassglb glued laminated beamgr groupgrd gradegv gate valve

h hopperhb hose bibbhc handicapped, hollow corehd holdownhdg hot dipped galvanizedhdr headerhdwr hardwarehgr hangerhm hollow metalhoriz horizontalhp high pointht heighthw hot water

insul insulationint interiorips interior pipe sizeinfo information

jt jointjst joist

l lanai, landscape, anglelam laminate(d)lg longllv long leg verticallp low pointls lag screwslts lights

m mechanicalmat'l materialmax maximummb machine boltmfr manufacturermi malleable ironmin minimummiw malleable iron washermo masonry opening

n north(n) newnat naturalng natural gradenic not in contractno numberns near sidents not to scale

oc on centerocc occupancyopn'g openingopp oppositeo/ over

p panel, patio, plumbing(p) proposedpa planter areapart'n partitionpcc portland cement concretepkt pocketpl property linepl plateplant'g plantingplas plasterplwd plywoodpoc point of connectionpr pairpt pressure treatedpvc polyvinyl chloride

q quad

r radius, rolling(r) replacer/s resawn texturera return airraft rafterrd roof drainref refer, reference, refrigeratorreq'd requiredresil resilientrm roomro rough openingros rough sawn texturerr roof rafterrw redwood

s sewer, structurals & p shelf and poles4s surfaced four sidessa supply airsc scale, solid corescl solid composite lumbersd storm drainsec sectionsf square feetsg safety glazingsh single hungsht sheetsht'g sheathingshwr showersi square inchessid'g sidingsim similarsl slidingsld'g slidingslop'g slopingslts sidelightssn sill nailspecs specificationssq ft square feetss select structural, stainless steelstd standardstf steel trowel finishstl steelsw shear wallsws shear wall segmentsym symmetrical

t toilet, topt & b top and bottomt & g tongue and groovetel telephonetg top of gratethk thick(ness)tow top of walltp top of pavementtos top of steelto sht'g top of sheathingts tube steeltv televisiontyp typical

uno unless noted otherwise

v ventvtr vent through roofvert verticalvest vestibule

w wastew/ withw/o withoutwd woodwdw windowwi wrought ironwp water proofwr water resistantws water supply, wood screwswt water tight, weight

ProjectLocation

6/3/21

(e) 120 sf shed

(e) primary residence

(hatched)

(e) Accessory Dwelling Unit

(under construction)

(e) ridge

(e)

ridg

e

(e) h

ip

(e) v

alley

(e) h

ip

(e) hip

(e) h

ip

(e) hip

(e)

ridg

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(e) h

ip

(e) hip

52.34'

n 83° 60' e

103.

68'

n 05

° 14

' 20"

w

103.29'

n 09° 44' 20" w

60.48'

centerline

San Miguel Avenue

(e) covered porch

(e) concrete stairs

(e) concrete stairs

north

Scale: 1/8" = 1'-0"

(e) comp shingle roof

PROJECT DESCRIPTION:• replace all exterior doors and windows at primary residence• add two new windows at accessory dwelling unit (within existing non-

conforming front setback)• construct new 144 sf elevated deck serving primary residence• 340 sf interior remodel

(Note that the accessory dwelling unit has been approved under BLD2020-02475, and conditions approved under that permit are shown as “existing” in these plans.)

OWNERS: Nilus & Disha Mattive1330 San Miguel AvenueSanta Barbara, CA 93109(805)

DESIGN & STRUCTURAL ENGINEERING:Patrick Marr, AIA, PE2105 Gillespie StreetSanta Barbara, CA 93101(805) 898-2096

GOVERNING CODES:2019 California Building Code (structural provisions)2019 California Residential Code2019 California Plumbing Code2019 California Mechanical Code2019 California Electric Code2019 California Energy Code2019 California Green Building Code

ASSESSOR'S PARCEL:045-042-014

ZONING DATA:Parcel Data:• Parcel Address: 1330 San Miguel Avenue, Santa Barbara, CA 93109• Zone: Zone: E-3/SD-3 (SBMC Title 28)• Coastal Zone Jurisdiction: Non-Appealable Jurisdiction

(Coastal Exemption granted 9/29/2020, PLN2020-00464)• Hillside Design District: No • Parcel Slope: 21%, per City records• High Fire Hazard Area: No • FEMA Flood Zone: X

Lot Area: 5,853 sfgross net

Existing Floor Area:Existing Primary Residence Living Area: 1,061. sf 1,002. sfExisting Accessory Dwelling Unit: 495. sf 454. sfExisting Shed: 120. sf 106. sfExisting Building Area: 1,676. sf 1,562. sf

Proposed Elevated Deck: 144. sf

Existing Crawlspace: 934. sf 873. sf(existing crawlspace is unfinished and is not considered floor area)

Net Floor Area Include in FAR:1,002 (primary residence) + 106 (shed) = 1,108. sf

Area of Interior Remodel: 338. sf

YEAR OF ORIGINAL CONSTRUCTION:1953

OCCUPANCY:R-3/U

FIRE SPRINKLERS:yes

CONSTRUCTION:Type V-B (unlimited allowable area)

CUT AND FILL:Cut: 2 cu. yards (deck footing excavations)Fill: 0 cu. yards

STORM WATER MANAGEMENT PLAN:New impermeable surfaces: 0 sf (proposed deck has spaced decking and will drain to existing grade below)

MATERIALS & FINISHES:Roofing: (e) charcoal composition shingleStucco: fine sand finish, whiteFascia: painted, light grayWindows: clear anodized aluminumDecking: tropical hardwoodGuardrail: stainless steel cabling with black fascia mounted posts & tropical

hardwood cap

(e) hip

portion of (e) ADU below primary residence (under construction)

(e) ADU (under construction)

(e) stairs (under construction)

remodel of the Mattive Residence 1330 San Miguel Avenue

Santa Barbara, CA 93109

(e) planter areaproposed

elevated deck (spaced decking)

(e) ADU condensing unit (under construction)

SHEET INDEX:

C-1 Site & Roof Plan

A-1 Accessory Dwelling Unit Demolition & Floor PlansA-2 Upper Floor (Primary Residence) Existing Floor PlanA-3 Proposed Exterior ElevationsA-4 Proposed Exterior Elevations & Building Section

PARKING:Existing Parking - Primary Residence:

0 covered / 1 uncovered parking space Existing Parking – Accessory Dwelling Unit:

0 covered / 0 uncovered parking spaces (Pursuant to Government Code 65852.2 (post January 1, 2020) based on proximity to public transit)

GENERAL NOTES:1. All landscaping is to remain, protect in place, uno.2. The building as designed meets or exceeds Title 24 energy

conservation measures.3. All egress windows shall conform to CRC R310.2 and shall have net

clear openable area of 5.7 square feet. The net minimum clear openable height dimension shall be 24 inches. The net minimum clear openable width dimension shall be 20 inches. Finished sill height shall be not more than 44 inches. Windows shall be openable from inside without keys, tools, or special knowledge. Window dimensions shown on schedule shall be coordinated with the particular manufacturer’s sizes to assure conformance.

4. Provide 24" minimum clear in font of toilet in a 30" minimum wide compartment.

5. Provide 1,024 square inch minimum shower compartment, containing 30" minimum diameter.

6. Wall coverings in showers and tubs shall be tile, or equal, to 72" above the drain. Enclosures shall be of approved safety glazing and shower doors shall swing out. Windows in showers shall be safety glazed when sill is within 60" above the drain.

7. Provide hardwired smoke detectors (SD) with a battery backup. (In existing portions of building beyond are of alteration, smoke detectors may be battery operated.) Smoke detectors shall be located in rooms and corridors giving direct access to sleeping areas, on ceilings within each sleeping area, on each story of multistory dwellings, and in close proximity to stairs on upper level. Detectors shall sound an alarm audible in all sleeping areas of the dwelling.

8. Provide hardwired carbon monoxide detectors (CO) with a battery backup. (In existing portions of building beyond are of alteration, CO detectors may be battery operated.) CO detectors shall be located outside each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms and on each story of multistory dwellings. Detectors shall sound an alarm audible in all sleeping areas of the dwelling.

9. Fireblock stud walls (at 10 feet on center maximum, horizontal and vertical), enclosed and concealed spaces, and at openings around vents, pipes, ducts and chimneys, between attic and chimney chase, at stair stringers, and similar spaces at ceiling and floor levels.

10. The largest rise or run in stairs shall not exceed the smallest by more than 3/8".

11. All glazing in hazardous locations shall be identified by a permanent label identifying it as safety glazing.

12. Provide low flow toilets (1.28 gpf average), lavatory faucets (1.2 gpm at 60 psi), kitchen faucets (1.8 gpm max. at 60 psi, .8 gpm min. at 20 psi) and shower heads (1.8 gpm at 80 psi). Showers with multiple shower heads shall have shall have a combined flow rate of 1.8 gpm at 80 psi.

13. Provide 12” square permanently accessible bathtub access panel or use a non-slip joint trap.

14. Shower/tub combo shall have pressure balance or thermostatic mixing valve.

15. All doors and windows shall be dual glazed, with U = .54 max, SHGC = .34 max. New skylights shall be dual glazed with U = .45 max, SHGC = .25 max. Refer to Sheet T-24.

16. Typical insulation:Roof - R-30Exterior Walls - R-13Floor above Accessory Dwelling Unit - R-30

At vaulted ceilings and floor, spray-foam isolation shall be Iceynene MC-D-200, installed per ICC ESR-3199, R = 6.6 per inch. Provide stripping or furring as required to provide adequate depth for required insulation value.

17. Strap water heater at top and bottom with 1 1/2" x 16 ga. steel strap with 3/8" Ø x 3" lag screw at each end to stud.

18. Provide anti-siphon device at hose bibbs.19. Interior wall finish shall be gypsum wallboard. Verify finished surface

and color with owner.20. Install 2 layers Grade D paper between plywood sheathing and

exterior stucco lath.21. All stucco shall be 7/8" portland cement plaster with paper backed

lath with 16 gauge staples at 6" oc.22. Remodeling pre-1978 structures without using Lead Safe Work Practices

is a violation of the California Code of Regulations Section 105256. Contractors, remodelers and painters are shall use "lead-safe" work practices pursuant to Title 17, California Code of Regulations Section 36050. Construction debris known to contain lead-based paint must be disposed at an approved location.

(refer to sheet A-4 for Door & Window Notes)

nearest fire hydrant approx.

75' away

temporary construction equipment/

concrete wash-out area

required cone of vision at driveway,

no plants, shrubs or walls exceeding 42"

tall in this hatched area

(e) raised container vegetable garden

(barrier between parking & Accessory Dweilling Unit, under

construction)

ENTER Project Address: 1330 San Miguel Avenue

Is there a basement or cellar existing or proposed? No

ENTER Proposed TOTAL Net FAR Floor Area (in sq. ft.): 1,108

ENTER Zone ONLY from drop-down list: E-3

ENTER Net Lot Area (in sq. ft.): 5,853

Is the height of existing or proposed buildings 17 feet or greater? Yes

Are existing or proposed buildings two stories or greater? Yes

The FAR Requirements are: REQUIRED**

ENTER Average Slope of Lot: 21.00%

Does the height of existing or proposed buildings exceed 25 feet? No

Is the site in the Hillside Design District? No

Does the project include 500 or more cu. yds. of grading outside the main building footprint? No

FLOOR AREA RATIO (FAR): 0.189

Lot Size Range: 4,000 - 9,999 sq.ft.

MAX FAR Calculation (in sq. ft.): 1,200 + (0.25 x lot size in sq.ft.)

100% MAX FAR: 0.455

100% MAX FAR (in sq. ft.): 2,663



* NOTE: Percentage total is rounded up.

ENTER Acreage to Convert to square footage: 1.00

Net Lot Area (in sq. ft.): 43560

H:\Group Folders\PLAN\Handouts\Offic ial Handouts\Design Review\FAR_Calculator.x lsx Revised May 26, 2020

Acreage Conversion Calculator

**NOTE: If your project is located on a site with multiple or overlay zones, please contact Planning Staff to confirm whether the FAR limitations are "Required" or "Guideline".

F.A.R. Calculator

The 1108 square foot proposed total is 42% of the MAX FAR.*

Instructions: Enter the information in the white boxes below. The spreadsheet will calculate the proposed FAR (floor area ratio), the 100% max FAR (per the Zoning Ordinance for "Required FAR"), and the 85% max FAR (per the Zoning Ordinance for "Required FAR"). Additionally it will determine whether a FAR Modification is required. "Guideline FAR" calculations are as outlined in the "Applicability" section of the Single Family Residence Design Guidelines, page 23-C.

The Net Lot Area does not include any Public Road Easements or Public Road Right-of-Way areas. The proposed TOTAL Net FAR Floor Area shall include the net floor area of all stories of all building, but may or may not include basement/cellar floor area. For further clarification on these definitions please refer to SBMC §28.15.083 & 30.300. This form has not yet been updated for current Title 30 zone designations, see SBMC §30.05.010 for comparison.

An FAR MOD is not required per SBMC §28.15 or §30.20.030

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EXISTING GARAGE FLOOR PLAN (demolition items shown dashed) Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0"PROPOSED ACCESSORY DWELLING UNIT FLOOR PLAN

ELECTRICAL PLAN LEGEND PLAN LEGEND

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doors

BA-3

CA-4

DA-4

skylightskylight

BA-3

CA-4

DA-4

skylightskylight

wall

8"

4"2"

window rough opening

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

moistop or eq flexible flashing

AW08

1. attach flexible flashing sill strip with top edge level with rough sill, extend beyond edge of rough opening at least 8", secure all moistop (or eq) with galvanized nails or power-driven staples.

2. attach flexible flashing jamb strip with side edge even with rough jamb framing, start strip 1" below lower edge of sill strip and extend 4" above lower edge of header, secure moistop (or eq) with galvanized nails or power-driven staples.

3. install window and jamb flanges over a continuous bead of sealant on the moistop (or eq), install the window head flexible flashing on a continuous bead of sealant applied to the window head flange, secure all moistop (or eq) with galvanized nails or power-driven staples.

4. commencing at the bottom (sole plate) of the wall, lay weather resistive barrier under sill strip, install successive layers over window jamb and head flanges, with 4" lap at each horizontal overlap and 12" at each vertical overlap

header moistop or eq flexible flashing

stud wall framing

metal framed window

moistop or eq flexible flashing

sealant behind flange at jambs and sill

sealant behind flashing at head

4" (nts

)

dimension

52'-7

"

34'-6

"18

'-1"

36'-6"

17'-8

"16

'-10"

18'-1

"

36'-6"

4'-6

"

19'-11"4'-11"11'-8"

6'-0

"

52'-7

"

52'-7

"

34'-6

"18

'-1"

17'-8

"16

'-10"

18'-1

"

36'-6"

4'-6

"

19'-11"4'-11"11'-8"

6'-0

"

DOOR SCHEDULE:mark width hgt. thick. type remarks

D1 9’-0” 6’-8" alum. tri-fold safety glazing

D2 9’-0” 6’-8" alum. tri-pass safety glazing

D3 2’-10” 6’-8" 1 3/4 hollow core

D4 2’-0” 6’-8" 1 3/4 hollow core

D5 5’-0” 8’-0” 1 3/4 solid barn verify height, thick.

D6 4’-0” 6’-8" 1 3/4 bi-fold pair

D7 4’-0” 6’-8" 1 3/4 bi-fold pair

D8 2’-0” 6’-8" 1 3/4 hollow core pkt.

D9 2’-0” 6’-8" 1 3/4 hollow core pkt.

D10 3’-0” 6’-8” 1 3/4 single light french safety glazing

Door Notes: (refer to Sheet A-4)

text

A-1 of sheets

Accessory

Dw

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Unit

Flo

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Pla

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Flo

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4/23/21

EA-4

reference north

true north

footprint of upper floor

(e) crawlspace (crawlspace shall remain unfinished

and not be used for storage)

1

A-6

partial height wall, new or existing as indicated

elevation reference

existing wall to be removed

new wall - 2 x 4 studs at 16" oc (uno)

PLAN LEGEND

existing wall to remain

section

BA-4

KITCHEN 7.5' flat clg

BATH 7.5' flat clg

BEDROOM vaulted clg

LIVING vaulted clg

ELECTRICAL PLAN LEGEND:

3

dim

gfci

s smoke detector, hardwired w/ battery backup

bath exhaust fan w/ humidistat, 50 cfm minimum, 4" Ø duct to outside

recessed light fixture, dimmable

switch

dimmer switch

3-way switch

duplex outlet

ground fault circuit interrupter outlet

remote controlled ceiling fan

LED rope under-cabinet lighting

m CO detector, hardwired w/ battery backup

kitchen exhaust fan, 100 cfm minimum, 3 sone max, 4" Ø duct to outside

vs vacancy sensor switch

ENTRY vaulted clg

D1

rem

odel of

the

Matt

ive R

esid

ence

133

0 S

an M

iguel A

venue

Santa

Barb

ara

, C

A 9

31

09

proposed screen wall

edge of deck above

EA-4

reference north

true north

footprint of upper floor

(e) crawlspace

KITCHEN 7.5' flat clg

BATH 7.5' flat clg

BEDROOM vaulted clg

LIVING vaulted clg

ENTRY vaulted clg

remove wall at new windows

W1 W2

area of workarea of work

WINDOW SCHEDULE:mark width height type remarks

W1 4’-0” 4’-0” alum. casement to match adjacent Bedroom

W2 4’-0” 4’-0” alum. casement to match adjacent Bedroom

W3 4’-0” 4’-0” alum. casement to match ADU Bedroom


W5 3’-0” 4’-0” alum. awning



W8 3’-0” 4’-0” alum. casement


W10 2’-6” 3’-6” alum. casement obscure

W11 2’-0” 1’-6” alum. awning safety glazing

W12 3’-0” 3’-6” alum. casement

Window Notes: (refer to Sheet A-4)

W1

scratchpaper

detail

19 20 21 22 23 24

Scale: 1/4" = 1'-0" PRIMARY RESIDENCE FLOOR PLAN Scale: 1/4" = 1'-0"PRIMARY RESIDENCE DEMOLITION PLAN

border

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REVISION

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hatch/fill

up

up

elec. meter

up

up

millwork

24" c

lr.

req

'd

27" GE Spacemaker washer/dryer

refrigerator

30" range

dishwasher

32" shower

36" landing

dryer vent (duct under floor)

(step up, to match front door step)

Toto Aquia CT418FG wall-hung toilet, 21" deep

upgraded 200A elec. meter

(266

8)

(266

8)

doors

W3W4

W5

W6

W7

W8

W9

W10

W12

W13W14W15W16

D1

D2

D3

D4

D5

D6

D7

D8

D9

W11

D10

water heater

30" range

stacking washer/dryer

pa

ntry

wall

WEEP SCREED Scale: 3" = 1'-0"

AF02

stucco w/ self-furring lath

26 ga. galvanized weep screed at or

below sill plate

3" min. to hardscape

8" min. to finished grade

weather resistive barrier

2" min. to hardscape

4" min. to finished grade

sill plate

stud wall

note:• Install 2 layers Grade D paper between plywood sheathing and

exterior stucco lath.• All stucco shall be 3-coat 7/8" portland cement plaster with paper

backed lath with 16 gauge staples at 6" oc.

NAIL-ON WINDOW SILL Scale: 3" = 1'-0"

20104.02

window frame (clear anodized aluminum)

caulk

flexible flashing


stucco w/ self furring lath

gypsum wallboard

wood sill, verify w/ owner

NAIL-ON WINDOW HEAD Scale: 3" = 1'-0"

20104.01


stucco w/ self furring lath

gypsum wallboard

header

flexible flashing

caulk


SHARED WINDOW JAMB Scale: 3" = 1'-0"

20121.11

gypsum wallboard


post

flexible flashing

caulk


aluminum piece to match windows

dimension

52'-7

"

34'-6

"18

'-1"

36'-6"

52'-7

"

17'-8

"16

'-10"

18'-1

"

36'-6"

4'-6

"

19'-11"4'-11"11'-8"

52'-7

"

34'-6

"18

'-1"

17'-8

"16

'-10"

18'-1

"

36'-6"

4'-6

"

19'-11"4'-11"11'-8"

2'-1

0"7'

-1"

5'-0"

5'-0

"

text

A-2 of sheets

4/23/21

reference north

true north

BEDROOM 1

BEDROOM 2

BEDROOM 3

HALL

BATH

KITCHEN

LIVING

coats

proposed deck (spaced tropical hardwood)

(e) conc. porch

BEDROOM 1

BEDROOM 2

BEDROOM 3

HALL

BATH

KITCHEN

LIVING

coats

(e) planter area

(e) conc. porch

Pri

mary

Resid

ence

Dem

olit

ion &

Flo

or

Pla

ns

CA-4

DA-4

AA-3

BA-3

CA-4

DA-4

AA-3

BA-3

EA-4

EA-4

rem

odel of

the

Matt

ive R

esid

ence

133

0 S

an M

iguel A

venue

Santa

Barb

ara

, C

A 9

31

09

screen wall below

cable-rail guardrail

scratchpaper

A

B

PROPOSED SOUTH EXTERIOR ELEVATION Scale: 1/4" = 1'-0"

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

detail

PROPOSED WEST EXTERIOR ELEVATION ELECTRICAL PLAN NOTES

THES

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DO N

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CONT

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THE

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SSAR

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MPO

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S FO

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sheet no.

date:

plot date:

job no.

scale:

REVISION

Patr

ick

Ma

rr, A

IA, P

E e

xpre

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rve

s hi

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. Th

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to a

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with

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border(e) hatch/fill

hatch/fill(e) millwork

6'

int

erio

r se

tba

ck

6'

int

erio

r se

tba

ck

(loc

atio

n va

ries)

20

' fro

nt s

etb

ac

k (lo

ca

tion

varie

s)

millwork

dryer vent

(e) cond. unit

(e) doors

(existing)

(approved windows per BLD2020-02475)

doors

3

12

demo(e) wall

17' reference height above grade

door in open position

(kitchen counter)

wall

12' e

xist

ing

bui

ldin

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eig

ht

at A

cc

ess

ory

Dw

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dimension (e) primary residence


(e) accessory dwelling unit (converted garage)

14' e

xist

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bui

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t re

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f bui

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g14

' exi

stin

g b

uild

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he

ight

at r

ea

r of b

uild

ing

20.5

' exi

stin

g b

uild

ing

he

ight

a

t fro

nt o

f ma

in fl

oo

r

14' e

xist

ing

bui

ldin

g h

eig

ht a

t re

ar o

f bui

ldin

g

12' e

xist

ing

bui

ldin

g h

eig

ht

at A

cc

ess

ory

Dw

ellin

g U

nit

17' e

xist

ing

bui

ldin

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ht

at f

ront

of m

ain

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or

17.5

' exi

stin

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uild

ing

he

ight

a

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of m

ain

flo

or r

oo

f

stucco, uno

text

A-3 of sheets

6/3/21

Pro

posed

Exte

rior

Ele

vati

ons

(e) stucco (under construction)

(e) comp shingles

(e) stucco, uno

(e) comp shingles

ELECTRICAL GENERAL NOTES:1. Verify fixture layout and selection with owner.2. Provide hardwired smoke detectors (SD) with a battery backup. (In

existing portions of building beyond are of alteration, smoke detectors may be battery operated.) Smoke detectors shall be located in rooms and corridors giving direct access to sleeping areas, on ceilings within each sleeping area, on each story of multistory dwellings, and in close proximity to stairs on upper level. Detectors shall sound an alarm audible in all sleeping areas of the dwelling.

3. Provide hardwired carbon monoxide detectors (CO) with a battery backup. (In existing portions of building beyond are of alteration, CO detectors may be battery operated.) CO detectors shall be located outside each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms and on each story of multistory dwellings. Detectors shall sound an alarm audible in all sleeping areas of the dwelling.

4. Remainder of electrical is existing to remain.5. Verify fixture selections with owner.6. Verify telephone, cable tv and internet access outlet locations with

owner.7. All outlets in bathrooms and at kitchen counters shall be ground fault

circuit interruptor devices.8. All branch circuits that supply 120-volt, single phase, 15 and 20 ampere

branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry rooms or similar rooms or areas shall be protected by an arc-fault circuit interrupter(s).

9. All new outlets and outlets in new & remodeled areas of building shall be tamper resistant.

10. Bathroom receptacles shall be supplied by at least one 20-amp branch circuit. Such circuits shall have no other outlets.

11. Recessed lights at insulated ceilings shall be UL listed for direct contact with insulation.

12. Disconnect switch for separate building is required if more than two circuits are provided.

13. Wiring shall be copper, minimum size #12-awg. Use THHN in dry locations only and use THWN in wet locations.

14. Romex may be used in concealed locations only. All non-concealed wiring shall run through conduit.

15. Underground wiring shall run through PVC conduit, 3/4" schedule 40, min.

16. Bond water pipes and above ground metal gas pipes to the service ground, per CEC 250-104.

17. In addition to other branch circuit requirements, at least one 20-amp branch circuit shall be provided to supply bathroom receptacle outlets. Other equipment (lighting, exhaust fans, etc) within the same bathroom may be supplied by the same branch circuit where the branch circuit supplies a single bathroom only.

18. Clothes dryers and electric ranges shall have a 4-wire grounded electrical outlet.

19. Light fixtures in clothes closets shall be either surface mounted or recessed fixture with a completely enclosed incandescent or a florescent lamp. Provide 12" minimum clearance horizontally and vertically from combustible materials for the incandescent fixture and 6" minimum for the florescent fixture.

20. All bathroom exhaust fans shall be capable of providing 5 air changes per hour minimum, 50 cf. minimum, controlled by a humidistat and ducted to the outside. Refer also to Electrical Plan for additional requirements.

21. Kitchen exhaust hoods shall be 100 cfm minimum, 3 sone maximum, and ducted to the outside.

22. Except for closets less than 70 sf and hallways, all luminaries that are installed with JA8-certified light sources are required to be controlled by either dimmer or vacancy sensor.

23. All new interior lighting shall be certified high efficacy and controlled by switches that allow luminaire to be manually switched on and off. (Refer to note 29 below.)

24. In baths, garages, laundry and utility rooms, at least one luminaire shall be controlled by a vacancy sensor.

25. High efficacy luminaires other than outdoor HID lighting contain only high efficacy lamps as outlined in table 150-A of the residential energy code. All screw-based luminaires installed in residential spaces shall lamps have JA8-compliant lamps. Also note that ballast for lamps 13 watts or greater shall be electronic and have an output frequency of no less than 20 kHz.

26. Outdoor lighting permanently mounted to a single family dwelling or other buildings in the same lot shall be high efficacy and must be controlled by an on/off switch that does not override to ON as noted in the items listed below. Also, the lighting must be by one of the following method:i) Controlled by photocell and motion sensor. Controls that

override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours, or

ii) Controlled by any of the following: (1) Photocell and automatic time switch control. Controls that

override to ON shall not be allowed unless the override automatically return the photocontrol and automatic time switch control to its normal operation within 6 hours, or

(2) Astronomical time clock. Controls that override to ON shall not be allowed unless the override automatically return the astronomical clock its normal operation within 6 hours and which is programmed to automatically turn the outdoor lighting OFF during daylight hours, or

(3) Energy management control system which meets all of the following requirements. At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9 of the standards; meets the Installation Certification requirements in Section 130.4 of the standards; meets the requirements for an EMCS in Section 130.5 of the standards; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours.

27. Branch circuits supplying garage receptacles shall not supply outlets outside of the garage.

28. Where branch-circuit wiring is modified, replaced or extended in areas specified in CEC 210.12(A), the branch circuit shall be protected by either a listed combination-type AFCI located at the origin of the branch circuit or a listed outlet branch-circuit type AFCI located at the first receptacle of the existing branch circuit.

29. The following lighting is high efficacy: pin-based linear fluorescent, pin-based compact fluorescent, pulse-start metal halide, high pressure sodium, GU-24 (other than LED’s), inseparable Solid State Luminaries (SSL’s) installed outdoors or inseparable SSL luminaries with colored light sources for decorative lighting purposes.

30. The following lamps and light sources are high efficacy if they are Joint Appendix JA-8 certified: LED luminaires with integral sources that are certified to the Energy Commission, screw-based LED lamps (A-lamps, PAR lamps, etc), pin-based LED lamps (MR-16, AR-111, etc) GU-24 based LED light sources and other luminaires.

31. Additional requirements for any recessed downlight in ceilings are as follows: 1) the shall not have screw based sockets, 2) they shall contain JA8-certified light sources, and 3) they shall meet performance requirements of CEC Section 150.(k)1C.

32. A listing of California certified fixtures is located on the CEC website at the following link: http://appliances.energy.ca.gov/advancedsearch.aspx.

33. Provide two or more 20-ampere small appliance branch circuits in

kitchen.34. Provide a minimum of one 20-ampere branch circuit for laundry

receptacles 35.

skylights (under construction)

rem

odel of

the

Matt

ive R

esid

ence

133

0 S

an M

iguel A

venue

Santa

Barb

ara

, C

A 9

31

09

tropical hardwood screen/gate (for access to under deck

area)

portions of (e) planter area to remain

proposed windows within non-conforming front yard setback

remove (e) trim belt

42" tall cable rail guardrail system w/ tropical hardwood cap

tropical hardwood deck fascia

light sconce, typ

light sconce

6/3/21

scratchpaper

C

24

PROPOSED EAST EXTERIOR ELEVATION Scale: 1/4" = 1'-0"

detail

DBUILDING SECTION Scale: 1/4" = 1'-0" PROPOSED NORTH EXTERIOR ELEVATION Scale: 1/4" = 1'-0"E

221-HOUR WALL ASSEMBLY 1-HOUR FLOOR ASSEMBLY Scale: (none)Scale: (none)DOOR & WINDOW NOTES

THES

E DR

AWIN

GS

DO N

OT

CONT

AIN

THE

NECE

SSAR

Y CO

MPO

NENT

S FO

R CO

NSTR

UCTI

ON

SAFE

TY

sheet no.

date:

plot date:

job no.

scale:

REVISION

Patr

ick

Ma

rr, A

IA, P

E e

xpre

ssly

rese

rve

s hi

s c

om

mo

n la

w c

op

yrig

ht fo

r the

se p

lans

. Th

ese

pla

ns a

re n

ot t

o b

e c

hang

ed

or c

op

ied

in a

ny fo

rm o

r ma

nne

r, no

r are

the

y to

b

e a

ssig

ned

to a

third

pa

rty,

with

out

firs

t ob

tain

ing

the

writ

ten

pe

rmiss

ion

and

co

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nt

of P

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Ma

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★★

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J. M

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border(e) hatch/fill

hatch/fill(e) millwork

6'

int

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tba

ck

6' i

nte

rior s

etb

ac

k (lo

ca

tion

varie

s)

20

' fro

nt s

etb

ac

k (lo

ca

tion

varie

s)

6'

int

erio

r se

tba

ckmillwork

cond. unit

(kitchen counter)

(existing)

(e) doors

(existing) (existing)

doors

crawlspace access



3

12

3

12

3

12

egress window


demo(e) wall

walldimension

8'-1

"

7'-9

"


(e) accessory dwelling unit (garage conversion)

8'-1

"


14' e

xist

ing

bui

ldin

g h

eig

ht a

t re

ar o

f bui

ldin

g

12' e

xist

ing

bui

ldin

g h

eig

ht

at A

cc

ess

ory

Dw

ellin

g U

nit

17' e

xist

ing

bui

ldin

g h

eig

ht

at f

ront

of m

ain

flo

or

20.5

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stin

g b

uild

ing

heig

ht a

t rid

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of

ma

in fl

oo

r ro

of

14' e

xist

ing

bui

ldin

g h

eig

ht a

t re

ar o

f bui

ldin

g

(e) accessory dwelling unit

text

A-4 of sheets

Pro

posed

Exte

rior

Ele

vati

ons

4/23/21

stucco to match existing at former window locations

(e) comp shingles

elec. meter

5/3/17, 8)32 AMGeorgia-Pacific Gypsum Assemblies

Page 1 of 1http://www.buildgp.com/GypsumAssemblyPrint.aspx?id=6

Fire and Sound Assembly - Wood-Framed Wall

Resilient channels 24” o.c. attached horizontally on one side of 2” x 4” wood studs 24” o.c. with 1-1/4” Type Sdrywall screws. One layer 5/8” (15.9 mm) ToughRock® Fireguard X™ or 5/8” (15.9 mm) DensArmor Plus®FireGuard® interior panels applied horizontally to channels with 1” Type S drywall screws 8” o.c. with verticaljoints located mid way between studs. 3” mineral or glass fiber insulation in stud space. Opposite side: one layer5/8” (15.9 mm) ToughRock® Fireguard X™ Products or 5/8” (15.9 mm) DensArmor Plus FireGuard interiorpanels applied horizontally or vertically to studs with 6d cement coated nails, 1 7/8” long, 0.0915” shank, 15/64”heads, 7” o.c. Vertical joints staggered 24” on opposite sides. Sound Tested with 3-1/2” (89 mm) fiberglassinsulation

Hourly Rating: 1-hour

STC Rating: 50-54 STC

Fire Test Reference: UL U309, cUL U309, GA WP 3243

Sound Test Reference: RAL TL77-138

Approved for Assembly: DensArmor Plus® Fireguard C® ProductsDensArmor Plus® Fireguard® ProductsDensElement™ Barrier SheathingDensGlass® Fireguard® SheathingDensShield® Fireguard® Tile BackerToughRock® Fireguard C® ProductsToughRock® Fireguard X™ Mold-Guard™ ProductsToughRock® Fireguard X™ ProductsToughRock® Lite-Weight Fire-Rated Products

1. DensArmor Plus Fireguard: For certain proprietary ULC assemblies identified above, DensArmor Plus® Fireguard C® (Type DAPC) interior panels havenot been approved by ULC for listing in such assemblies as of the date of this publication in lieu of DensArmor Plus® Fireguard® High-Performance(Type DAP) interior panels. Please check with ULC for current information.n.

2. Proprietary GA-600 Designs: Assemblies listed as proprietary in the GA-600 Fire Resistance Design Manual only list one product per manufacturer andmay not include all products referenced in the illustrations above. Please consult the specified UL, cUL, ULC or other fire listing or test for a complete listof approved products.

3. ToughRock® Lite-Weight Fire-Rated: For ULC assemblies identified above, ToughRock® Lite-Weight Fire-Rated Gypsum Board (Type LWX) is notapproved by ULC for listing in such assemblies as of the date of this publication. Please check with ULC for current information.

Created and Printed – 5/3/2017 – on gpgypsum.com

© 2017. Georgia-Pacific Gypsum LLC. All rights reserved.Unless otherwise noted, all trademarks, including the Georgia-Pacific logo, are owned by or licensed to Georgia-Pacific Gypsum LLC.

5/3/17, 8)31 AMGeorgia-Pacific Gypsum Assemblies

Page 1 of 1http://www.buildgp.com/GypsumAssemblyPrint.aspx?id=42

Fire and Sound Assembly - Floor/Ceiling Wood-Framed

1/2” (12.7 mm) ToughRock Fireguard C or 1/2” (12.7 mm) DensArmor Plus Fireguard C gypsum board appliedperpendicular to resilient channels 24” (610 mm) o.c. with 1” (25 mm) Type S drywall screws 12” (305 mm) o.c.Gypsum board end joints located midway between continuous channels and attached to additional pieces ofchannels 60” (1524 mm) long with screws 12” (305 mm) o.c. Resilient channels applied perpendicular to 2” x 10”wood joists 16” (406 mm) o.c. with 2” (51 mm) 6d coated nails. Wood joists supporting 1” (25.4 mm) nominalwood subfloor and 1” (25.4 mm) nominal wood finish floor, or 19/32” (15.1 mm) plywood finished floor with longedges T&G and 15/32” (11.9 mm) interior plywood with exterior glue subfloor perpendicular to joist with jointsstaggered.

Hourly Rating: 1-hour

STC Rating: 45-49 STC and 67 IIC w/C&P

Fire Test Reference: UL L502, ULC M501, cUL L502, GA FC 5250

Sound Test Reference: RAL TL64-155 & IIC - CK 6512-6

Approved for Assembly: ToughRock® Fireguard C® ProductsDensArmor Plus® Fireguard C® Products

1. DensArmor Plus Fireguard: For certain proprietary ULC assemblies identified above, DensArmor Plus® Fireguard C® (Type DAPC) interior panels havenot been approved by ULC for listing in such assemblies as of the date of this publication in lieu of DensArmor Plus® Fireguard® High-Performance(Type DAP) interior panels. Please check with ULC for current information.n.

2. Proprietary GA-600 Designs: Assemblies listed as proprietary in the GA-600 Fire Resistance Design Manual only list one product per manufacturer andmay not include all products referenced in the illustrations above. Please consult the specified UL, cUL, ULC or other fire listing or test for a complete listof approved products.

3. ToughRock® Lite-Weight Fire-Rated: For ULC assemblies identified above, ToughRock® Lite-Weight Fire-Rated Gypsum Board (Type LWX) is notapproved by ULC for listing in such assemblies as of the date of this publication. Please check with ULC for current information.

Created and Printed – 5/3/2017 – on gpgypsum.com

© 2017. Georgia-Pacific Gypsum LLC. All rights reserved.Unless otherwise noted, all trademarks, including the Georgia-Pacific logo, are owned by or licensed to Georgia-Pacific Gypsum LLC.

DOOR & WINDOW NOTES:1. All glazing in hazardous locations shall be identified by a permanent

label identifying it as safety glazing. Safety glazing shall be installed in fixed and sliding panels of sliding door assemblies, in shower and tub enclosures, in shower and tub windows with sill height of 60" or less, in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24" arc of either vertical edge of the door in a closed position, or where the bottom exposed edge of the glazing is less than 18" above the walking surface.

2. Unless noted otherwise, glazing shall be dual with U = .54 max, SHGC = .34 max. New skylights shall be dual glazed with U = .45 max, SHGC = .25 max. At owner’s option, north and south facing glazing shall be "Low E", west and east facing glazing shall be "Low E2". Verify tint with owner.

3. All glazing shall be installed with an NFRC certifying label attached, showing the U-value. These NFRC thermal performance labels shall remain on the windows until final inspection.

4. Minimum height of sills at second floor windows shall be 36" unless guardrail is provided.

5. All egress windows shall conform to CRC R310.2 and shall have net clear openable area of 5.7 square feet. The net minimum clear openable height dimension shall be 24 inches. The net minimum clear openable width dimension shall be 20 inches. Finished sill height shall be not more than 44 inches. Window dimensions shown on schedule shall be coordinated with the particular manufacturer’s sizes to assure conformance.

6. All windows shall have clear anodized aluminum frames (to match future window replacement for primary residence).

7. At exterior doors, provide 36" deep minimum landing. At out-swinging

exterior doors, this landing shall be within 1" of finished floor elevation.8. All skylights shall be by Velux, installed per IAMPO ER199, unless noted

on plans.

skylight

rem

odel of

the

Matt

ive R

esid

ence

133

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an M

iguel A

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Santa

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ara

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31

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(e) wall separation between units: 45 STC min, 1-hour rating, min

(e) floor separation between units: 45 STC min, 1-hour rating, min

24A-4

22A-4


ADU LIVING

KITCHEN

(e) attic

(e) crawlspace

(e) window to be removed, typ

light sconce, typ

mattive sfr sheet ac1

Documents