OF TDR PROPERTIES, LLC - newhybridhome.com · allowable height (cbc, table 503): allowable height increase for fire n/a n/asprinklers (cbc, section 504): allowable stories (cbc, table

SHEET SHEET DESCRIPTIONA1.11 COVER SHEETA2.11 SITE PLANA3.11 FLOOR PLANA4.11 SCHEDULESA6.11 ROOF PLANA7.11 EXTERIOR ELEVATIONSA7.12 EXTERIOR ELEVATIONS

PROJECT DATA ‐ RESIDENTIALAPPLICABLE BUILDING CODES: 2010 CRC, CBC, CMC, CPC, CEC, CFC, CGBC &

2010 CALIFORNIA ENERGY CODE.

OCCUPANCY GROUP (CBC, CHAPTER 3):

CONSTRUCTION TYPE (CBC, TABLE 601):

ALLOWABLE HEIGHT (CBC, TABLE 503):

ALLOWABLE HEIGHT INCREASE FOR FIRE SPRINKLERS (CBC, SECTION 504):

ALLOWABLE STORIES (CBC, TABLE 503):

ALLOWABLE AREA (CBC, TABLE 503):

ALLOWABLE AREA INCREASE FOR FRONTAGE (CBC, SECTION 506.2)

AA = {AT+[AT X IF]+[AT X IS]} = TOTAL

ALLOWABLE AREA INCREASE FOR FIRE SPRINKLERS (CBC, SECTION 506.3)

R‐3 U

RESIDENCE GARAGE

TYPE VB TYPE VB

40'‐0" 40'‐0"

N/A N/A

THREE (3) ONE (1)

UNLIMITED 5,500 SF

BUILDING CODE REFERENCE:

N/A N/A

N/A N/A

N/A N/A

PROJECT NOTES ‐ RESIDENTIAL (HMB)1. GEOTECHNICAL REPORT FOR PROPOSED RESIDENCE ON FILE:

2. PRIOR TO FLOOR FRAMING OR CONCRETE SLAB STEEL REINFORCEMENT INSPECTION, ASTAMPED AND SIGNED BUILDING HEIGHT VERIFICATION LETTER SHALL BE SUBMITTED TO THE CITYFROM A LICENSED LAND SURVEY CERTIFYING THAT THE FINISHED FLOOR SHALL BE A MINIMUM OFTWELVE INCHES ABOVE THE HIEGHT OF THE CURB, OR IN CASES WHERE THERE IS NO CURB, FROMTHE HEIGHT OF CROWN OF THE EXISTING STREET OR ROAD PER MUNICIPAL CODE SECTION14.04.020(B)(5).

3. CLEANOUTS IN BUILDING SEWERS SHALL BE PROVIDED IN ACCORDANCE WITH THE RULES,REGULATIONS AND ORDINANCES OF THE CITY. ALL CLEANOUTS SHALL BE MAINTAINEDWATERTIGHT. (ORD 2‐62, 506, 1962).

PROJECT SCOPE ‐ RESIDENTIAL

PROJECT SCOPE: PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND TRANSPORTATION ASREQUIRED TO CONSTRUCT A NEW SINGLE FAMILY RESIDENCE. WORK INCLUDES NEWFOUNDATION, FRAME, PLUMBING, MECHANICAL, ELECTRICAL, FINISH CARPENTRY, ROOFING,WINDOWS, DOORS, EXTERIOR FINISH FOR THE ENTIRE BUILDING.

SPECIAL INSPECTION

SEPARATE PERMITS

FIRE SPRINKLERS

SHEARWALL NAILING PROVIDE SPECIAL INSPECTIONS FORSHEARWALL NAILING @ 4" C.C. & LESS.

SUBMIT TO THECOASTSIDE FIRE PROTECTION DISTRICT.

PROJECT STRUCTURAL LOADS

STRUCTURAL LIVE LOAD SNOW:

STRUCTURAL LIVE LOAD ROOF:

STRUCTURAL LIVE LOAD CEILING:

STRUCTURAL LIVE LOAD FLOOR:

SEISMIC DESIGN CRITERIA SITE CLASS:

STRUCTURAL WIND DESIGN CRITERIA:

STRUCTURAL WIND DESIGN EXPOSURE:

N/A

20 PSF

10 PSF

40 PSF

"D"

85 MPH

B

Owner:

Email:Tel:

NEW SINGLE‐FAMILY RESIDENCE FOR:

BELLEVILLE BOULEVARD (LOT 14)

TDR PROPERTIES, LLC

HALF MOON BAY, CA 94019

TDR Properties, LLCThomas DaRosa

1546 West Branch StreetArroyo Grande, CA 93420

(805) 710‐[email protected]

These drawings are instruments ofservice and are the property ofSean Freitas, Architect.All design information contained inthese drawings are for the use of thespecified project and shall not beused otherwise without expressedwritten permission bySean Freitas, Architect.

F R E I T A SA R C H I T E C T

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THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION UNLESS THEDRAWINGS ARE STAMPED AND WET SIGNED BY THE ARCHITECT AND THELOCAL BUILDING AUTHORITY HAVING JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL:

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Designed By: Checked By:

ISSUES:Project Issue Date:Project Status:Sheet Issue Date:Revision Number:Revision Date:

Owne

r:

Email:

Tel:

20130130

NEW

SINGLE‐FAM

ILY RE

SIDE

NCE

FOR:

BELLEV

ILLE BOULEVA

RD (LOT 14)

TDR PR

OPERT

IES, LLC

A1.11

SPF SPF

COVER SHEET

HALF M

OON BAY

, CA 94019

SPF SPF

XX__

01/30/13SCHEMATIC DESIGN

08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaRosa

1546

West B

ranch Street

Arroyo Grand

e, CA 93

420

(805

) 710

‐0417

[email protected]

GENERAL ARCHITECTURAL NOTES

SCOPE OF CONSTRUCTION:

1.01 ‐ THE CONSTRUCTION CONTRACT RELATED TO THE WORK OF THIS PROJECT IS HEREBY MADE APART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED THEREIN.

1.02 ‐ THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORSSHALL COMPLETE ALL WORK REQUIRED TO RECEIVE A CERTIFICATE OF OCCUPANCY FROM THEBUILDING OFFICIAL HAVING JURISDICTION OVER THIS PROJECT. THE SCOPE OF PERMIT COMPLIANCEWORK IS INCLUDED IN THE GENERAL CONTRACT FOR CONSTRUCTION OF THIS PROJECT. THEGENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BERESPONSIBLE FOR AND GOVERNED BY ALL OF THE REQUIREMENTS THEREUNDER.

1.03 ‐ PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERING CONTRACTOR, GENERALCONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE PROJECT SITE, AND BY THEIR OWNINVESTIGATION, DETERMINE EXISTING SITE CONDITIONS AS TO THE QUANTITIES OF MATERIALS,LABOR HOURS, AND ANY OTHER COST ASSOCIATED WITH WORK THAT IS TO BE DONE UNDER THEIRCONTRACT AND AS REQUIRED TO PASS ALL BUILDING PERMIT INSPECTIONS. ALL MODIFICATIONSREQUIRED BY THE INSPECTION AUTHORITY SHALL BE MADE BY EACHSUBCONTRACTOR AT THEIR EXPENSE.

1.04 ‐ PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERING CONTRACTOR, GENERALCONTRACTOR AND SUBCONTRACTORS SHALL VERIFY AND CONFIRM THE DESIGN REQUIREMENTS OFALL NEW AND EXISTING ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICALSYSTEMS AND REPORT ANY AMBIGUITIES OR DISCREPANCIES CONTAINED IN THE CONTRACT TO THEOWNER IN WRITING. ALL MODIFICATIONS REQUIRED TO COMPLETE THE CONTRACT RESULTINGFROM AMBIGUITIES OR DISCREPANCIES NOT REPORTED PRIOR TO CONTRACT APPROVAL SHALL BEMADE BY EACH SUBCONTRACTOR AT THEIR EXPENSE.

APPLICABLE LAWS, ORDINANCES, REGULATIONS AND STANDARDS:

2.01 ‐ THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORSSHALL CONFORM TO THE LATEST APPLICABLE, ADOPTED EDITION OF THE CALIFORNIA CODE OFREGULATIONS, TITLE‐24; UNIFORM BUILDING CODE; UNIFORM PLUMBING CODE; UNIFORMMECHANICAL CODE; NATIONAL ELECTRICAL CODE; AND ALL LOCAL CODES AND ORDINANCESREQUIRED TO RECEIVE A CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL HAVINGJURISDICTION OVER THE PROJECT.

2.02 ‐ THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORSSHALL PERFORM ALL WORK REQUIRED BY APPLICABLE BUILDING CODES AND REGULATIONS TO PASSALL REQUIRED BUILDING INSPECTIONS.

PERMITS, LICENSES, INSPECTIONS AND FEES:

3.01 ‐ THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PLAN REVIEW, PERMIT,LICENSE, AND INSPECTION APPROVALS. ALL FEES REQUIRED FOR APPROVAL SHALL BE PAID BY THEOWNER.

GUARANTEE:

4.01 ‐ THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORSSHALL GUARANTEE THAT ALL WORK REQUIRED TO CONSTRUCT THE PROJECT BE A COMPLETEWORKING SYSTEM AND SHALL OPERATE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS.THE CONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANY PROJECTCOMPONENTS WHICH THE OWNER DETERMINES TO BE DEFECTIVE WITHIN ONE (1) CALENDAR YEARFROM THE DATE OF FINAL CONTRACT ACCEPTANCE.

DATA AND MEASUREMENTS:

5.01 ‐ DRAWING DATA CONTAINED HEREIN IS AS EXACT AS COULD BE DETERMINED WITHIN THEPROJECT ARCHITECT'S DESIGN SCOPE OF SERVICES RENDERED. AS SUCH THE ABSOLUTE ACCURACYOF THE DESIGN DATA IS NOT GUARANTEED. THE GENERAL ENGINEERING CONTRACTOR, GENERALCONTRACTOR AND SUBCONTRACTORS SHALL ENDEAVOR TO OBTAIN, VERIFY AND CONFIRM EXACTDESIGN DATA ON SITE AND SUITABLY ADAPT THE WORK TO CONFORM TO EXACT CONDITIONS ONSITE. THE CONTRACTOR SHALL REPORT ANY DESIGN DATA AMBIGUITIES OR DISCREPANCIESCONTAINED IN THE CONTRACT TO THE OWNER IN WRITING. ALL MODIFICATIONS REQUIRED TOADAPT THE WORK SHALL BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

5.02 ‐ DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS AND ACTUAL BUILDINGMEASUREMENTS TAKE PRECEDENCE OVER SCALED DRAWING INFORMATION.

5.03 ‐ DIMENSIONS TO DOORS, WINDOWS, AND OPENINGS ARE NOMINAL WIDTHS. REFER TOSCHEDULE SHEETS FOR ACTUAL DIMENSIONS REFER TO THE MANUFACTURER FOR ACTUAL ROUGHOPENINGS.

SUBSTITUTIONS FOR SPECIFIED MATERIALS:

6.01 ‐ SPECIFIC TRADE NAMES MENTIONED IN THE DRAWINGS ARE FOR THE PURPOSES OFESTABLISHING MINIMUM STANDARDS OF QUALITY, STYLE OR TYPE, AND SHALL NOT BE CONSTRUEDTO RESTRICT SUBSTITUTIONS. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THEOWNER IN WRITING WITHIN A SUFFICIENT TIME FRAME AS NOT TO DELAY PROJECT COMPLETION.

CLEAN UP AND START UP RESPONSIBILITIES:

7.01 ‐ AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS AND PRIORTO ACCEPTANCE, THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL THOROUGHLY CLEAN ALL EXPOSED SURFACES OF THEIR RESPECTIVE WORKCOMPLETED.

7.02 ‐ AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS AND PRIORTO PROJECT ACCEPTANCE, THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL THOROUGHLY TEST AND PROPERLY START UP ALL PROJECT EQUIPMENT ASREQUIRED TO SECURE AND MAINTAIN SPECIFIED EQUIPMENT WARRANTIES. THE GENERALENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW ALLMANUFACTURER'S RECOMMENDED OPERATIONS PROCEDURE WITH THE OWNER PRIOR TO PROJECTACCEPTANCE.

7.03 ‐ WARNING! IF YOU SCRAPE, SAND OR REMOVE OLD PAINT, FROM ANY SURFACE, YOU MAYRELEASE LEAD DUST. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCHAS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE.WEAR A NIOSH‐APPROVED RESPIRATOR TO CONTROL LEAD EXPOSURE. CAREFULLY CLEAN UP WITH AWET MOP OR HEPA VACUUM. BEFORE YOU START, FIND OUT HOW TO PROTECT YOURSELF ANDYOUR FAMILY BY CONTACTING THE U.S. EPA/LEAD INFORMATION HOTLINE AT 1‐800‐424‐LEAD (5323)OR LOG ON TO WWW.EPA.GOV/LEAD.

7.04 ‐ PRIOR TO APPLYING ALL PAINTS, STAINS OR SEALERS, ALL SURFACES MUST BE CURED, FIRM,DRY AND CLEANED FREE OF DUST, DIRT, OIL, GREASE, WAX, CHALKY OR LOOSE PAINT, RUST, LOOSEMILL SCALE, BOND BREAKERS AND CURING COMPOUNDS, EFFLORESCENCE, ASPHALT STAINS,MILDEW OR ANY OTHER CONTAMINATION OR CONDITION THAT WOULD ADVERSELY AFFECT THEPERFORMANCE OF THE COATING. SAND GLOSSY, GLAZED OR DENSE SURFACES. FILL HOLES ANDSURFACES IRREGULARITIES WITH A SUITABLE PATCHING COMPOUND TO MATCH THE SURFACEPROFILE.

AREA OF WORK:

8.01 ‐ THE GENERAL ENGINEERING CONTRACTOR SHALL REMOVE ALL EXISTING LANDSCAPEMATERIAL NOT PROTECTED, CONCRETE PATIOS/WALKWAYS, YARD FENCING AND POST FOOTINGS,GARAGE STRUCTURE AND FOUNDATION, AND ALL ABANDONED UTILITIES. THE CONTRACTOR SHALLREMOVE EXISTING SITE LIGHTING AND IRRIGATION SYSTEM WITHIN THE AREA OF WORK,TERMINATE/CAP‐OFF DISCONNECTION POINTS, AND TURN OVER ALL EXISTING SYSTEMCOMPONENTS TO THE OWNER FOR FUTURE USE. ALL TOP SOIL SHALL BE REMOVED AND STORED FORUSE IN FINISH GRADING.

CALGREEN NOTES

1. AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BEWEATHER‐BASED (4.304.1).

2. THE CONTRACTOR/BUILDER SHALL PROTECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, ANDCONDUITS AT EXTERIOR WALLS AGAINST THE PASSAGE OF RODENTS (4.406.1).

3. THE CONTRACTOR/BUILDER SHALL COVER DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTIONCOMPONENT OPENINGS DURING CONSTRUCTION (4.504.1).

4. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUNDLIMITS (4.504.2.1).

5. PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS (4.504.3).

6. AEROSAL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROCAND OTHER TOXIC COMPOUNDS (4.504.2.3). VERIFICATION OF COMPLIANCE SHALL BE PROVIDED.

7. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS (4.504.3).

8. MINIMUM 50% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH SECTION 4.504.4.

9. PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIORFINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS (4.504.5).

10. THE CONTRACTOR/BUILDER SHALL INSTALL CAPILLARY BREAK AND VAPOR RETARDER AT SLAB ONGRADE FOUNDATIONS (4.505.2).

11. THE CONTRACTOR/BUILDER SHALL CHECK MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALLAND FLOOR FRAMING BEFORE ENCLOSURE (4.505.3)

12. THE CONTRACTOR/BUILDER SHALL PROVIDE INSULATED LOUVERS/COVERS (MIN R‐4.2) WHICH CLOSEWHEN THE FAN IS OFF FOR WHOLE HOUSE EXHAUST FANS (4.507.1).

13. THE CONTRACTOR/BUILDER SHALL DEVELOP AND IMPLEMENT A PLAN TO MANAGE STORM WATERDRAINAGE DURING CONSTRUCTION (4.106.2).

14. THE CONTRACTOR/BUILDER SHALL MAINTAIN GRADING AND PAVING SLOPE MINIMUM OF 2% AWAYFROM BUILDING PERIMETER (4.106.3).

15. PER CGBC 4.408.1, THE CONTRACTOR/BUILDER SHALL PROVIDE CONSTRUCTION WASTE MANAGEMENT.RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NONHAZARDOUSCONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENTORDINANCE.

EXCEPTIONS:

15.01 ‐ EXCAVATED SOIL AND LAND‐CLEARING DEBRIS.

15.02 ‐ ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIESIF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST ORARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE.

15.03 ‐ THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTIONWHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THEDIVERSION FACILITY.

16. THE CONTRACTOR/BUILDER SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN INCONFORMANCE WITH THE FOLLOWING. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BEUPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THEENFORCING AGENCY.

16.01 ‐ IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROMDISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.

16.02 ‐ SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON‐SITE(SOURCE‐SEPARATED) OR BULK MIXED (SINGLE STREAM).

16.03 ‐ IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTEMATERIAL WILL BE TAKEN.

16.04 ‐ IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OFCONSTRUCTION AND DEMOLITION WASTE GENERATED.

16.05 ‐ SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALSDIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH (4.408.2).

17. THE CONTRACTOR/BUILDER SHALL MANAGE CONSTRUCTION WASTE BY PROVIDING LABELED BINS FORON‐SITE SORTING. CONSTRUCTION WASTE SHALL BE MEASURED BY WEIGHT. THE CONTRACTOR/BUILDERSHALL MAINTAIN RECORDS INCLUDING RECEIPTS, WEIGHT TICKETS, ETC. TO VERIFY DELIVERY OFCONSTRUCTION DEBRIS TO AN APPROVED RECYCLING CENTER.

18. THE CONTRACTOR/BUILDER SHALL PROVIDE AN OPERATION AND MAINTENANCE MANUAL AT THE TIMEOF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB‐BASED REFERENCE OR OTHER MEDIA ACCEPTABLETO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING.

18.01 ‐ DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THEBUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE.

18.02 ‐ OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING:

EQUIPMENT AND APPLIANCES, INCLUDING WATER‐SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER‐HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT.

ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS.

SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS.

LANDSCAPE IRRIGATION SYSTEMS.

WATER REUSE SYSTEMS.

18.03 ‐ INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODSTO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND

LOCATIONS

18.04 ‐ PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA.

18.05 ‐ EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITYBETWEEN 30‐60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THERELATIVE HUMIDITY LEVEL IN THAT RANGE.

18.06 ‐ INFORMATION ABOUT WATER‐CONSERVING LANDSCAPE AND IRRIGATION DESIGN ANDCONTROLLERS WHICH CONSERVE WATER.

18.07 ‐ INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OFDIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION.

18.08 ‐ INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOTLIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC.

18.09 ‐ INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE; A COPYOF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE(4.410.1).

19. HEATING AND AIR‐CONDITIONING SYSTEM DESIGN. HEATING AND AIR‐CONDITIONING SYSTEMS SHALLBE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:

19.01 ‐ THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J—2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGNSOFTWARE OR METHODS;

19.02 ‐ DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D—2009 (RESIDENTIAL DUCTSYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.

19.03 ‐ SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S—2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.

19.04 ‐ EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THESYSTEMS FUNCTION ARE ACCEPTABLE;

19.05 ‐ HVAC SYSTEM INSTALLER MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORSEMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED (4.507.2).

PROJECT BUILDING AREAUNCONDITIONED AREA: EXISTING AREA NEW AREA TOTAL AREA

TOTAL BUILDING AREA:

CONDITIONED AREA: EXISTING AREA NEW AREA TOTAL AREA

TOTAL UNCONDITIONED AREA:

TOTAL CONDITIONED AREA:

468 SF

2136 SF

0 SF

33 SF

0 SF

0 SF

0 SF

0 SF

0 SF

0 SF

0 SF

0 SF

0 SF

0 SF 501 SF 501 SF

0 SF 2136 SF 2136 SF

0 SF 2637 SF 2637 SF

LEVEL‐1 0 SF

468 SF

. 0 SF

0 SFGARAGE

2136 SF

0 SF

33 SF0 SFPORCH

0 SF0 SF.

. 0 SF 0 SF

0 SF0 SF.

0 SF0 SF.

0 SF0 SF.

. 0 SF 0 SF

. 0 SF 0 SF

. 0 SF 0 SF

. 0 SF 0 SF

REFERENCE NORTH

PROJECT VICINITY MAP

NEW SINGLE‐FAMILY RESIDENCE FOR:

BELLEVILLE BOULEVARD (LOT 14)

TDR PROPERTIES, LLC

HALF MOON BAY, CA 94019

75.00'

100.

0 0'

75.00'

100.

0 0'

175.00'

175.00'

END OF EXISTINGPAVEMENT

22.80

UP

set iron rod

Set BS

set nail & tag on

t op st r in

ger

fence

N 40°35'00''E 125.00'

Found I ron

Indica

tes Set

1" Iron Pipe

w/plug - PLS 3820

20.34

20.34

18.98

18.75

18.02

23.79

21.33

25.53

26.80 @FL

26.77 @FL

26.13 C/L

26.11 @FL

25.54

23.5220.18

25.39 IP

19.66

26.11 @FL25.20 @FL

23.47

26.08

24.58

24.27

23.36

24.68

23.65

26.67 I P

25.40 @FL

25.62

26.84

26.30 @FL

25.89 @FL

26.33 C/L

27.4527.54

26.31

26.47

26.54

26.27

26.45

26.10

25.30

26.86

26.53

26.91

27.24

27.34

27.6427.87

26.92 27.01

Vacant

S 49°24'40''E 100.00'

House

S 49°24'40''E 100.00'

10% SLOPE

24.50 = Rim13.95 = Inv BELLEVILLE ROAD

(60' R.O.W.)

START

PROJECT

IMPROVEMENTS UNDER

SEPARATE PERMIT

4' SIDEWALK(N)

4' SIDEWALK(N)

PARKWAY

PARKWAY

DRIVEWAY

DRIVEWAY

15" CULVERT

0+00

0+20

0+40

0+60

0+65.46

ROAD,

SIDEWALK

CURB

CDSTREATMENTSYSTEM

PIPEINV23.6'

DRIVEWAYAPPROACH

INV 22.6'

ROCK LINEDCHANNEL

COIR LOG

DRIVEWAYAPPROACH

2C1

C1

C13

C1

C24

C1

C25

C1

C26

C1

C11

C1

C25

C1

R=2

9.5'

(26.1')

1% SLOPE

EDGE OF VEGETATIO

N

6" S8" Sanitary

Se wer

Overhead Electric

1% SLOPE(19')

0

(IN FEET)1 INCH = 10 FEET

X

Lot 15

X XXX

IP=28. 26

X

Lot 13Lot 14

XX XXwood fence wood fenceX XX X X XX X

X

XX

Lot 8

XX

XX

X X X XXXX

XX

X X X

2%

2%

3%

2%

2%

FIN GR

ADE

28.00

'

SITE COVERAGE:

FIN GRADE ELEV:FIN FLOOR ELEV:

PROPOSED RESIDENCE2,637 SF (35.16%)29.00'28.00'

1% 1%

1%

1%2%

FIN GRADE

28.00'FIN GRADE

28.00'

FIN GRADE28.00'FIN GRADE

28.00'

FIN GRADE

28.00'

9' ‐ 0"

23' ‐ 6"

6' ‐ 0"

25' ‐ 0"

4' ‐ 0"

4' ‐ 0"

3' ‐ 9"

3' ‐ 9"

1' ‐ 8" O.H.

1' ‐ 8" O.H.

1' ‐ 8" O.H.

1' ‐ 8" O.H.

Ground Cover Bolero Sod

Pavers Precast Concrete Units

Site Planter Mulch

Shrub Golden Gem

Ground Cover Purple Sage

Shrub Golden Gem

Shrub Blue BlossomShrub California Yerba Santa

Shrub Beauty Bush

Ground Cover Heather

Shrub Golden GemShrub California Yerba Santa

Shrub Blue Blossom

Shrub Beauty Bush


2%


Roof Overhang

Site Wood Fencing and Gates

4' ‐ 7" O.H. Minimum Clearance



S E A N

FreitasAIA.com

PROJECT:

SHEET:

SHEET: OF SHEETS

TITLES:




IN

TEC

O

NO. C23563REN. 7/13

E

STA

T

FACF L I

RO

N

ES

SLIE

EC

A

ND ARC

RFP.

S

EI

AT

IT

H

A



Owne

r:

Email:

Tel:

20130130

NEW

SINGLE‐FAM

ILY RE

SIDE

NCE

FOR:

BELLEV

ILLE BOULEVA

RD (LOT 14)

TDR PR

OPERT

IES, LLC

A2.11

SPF SPF

SITE PLAN

HALF M

OON BAY

, CA 94019

SPF SPF

XX


08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaR

osa

1546

West B

ranch Street

Arroyo

Grand

e, CA 93420

(805

) 710

‐041

[email protected]

SCALE 1" = 10'‐0" 1SITE PLAN

KEYNOTE KEYNOTE DESCRIPTIONGround Cover Bolero Sod Deltabluegrass.Com. Size (Flat). Mature Height (0.5'). Water Usage (Med).Ground Cover Heather Calluna vulgaris Spring Torch. Size (01 Gal). Mature Height (1'‐6"). Water Usage (Med).Ground Cover Purple Sage Salvia Sonomensis. Size (01 Gal). Mature Height (1'‐0"). Water Usage (Med).Pavers Precast Concrete Units 3‐1/8" thick decorative concrete unit paving over 1" min concrete sand base @ driveways/walkways as

selected by owner. Sweep masonry sand into joints and vibrate surface level. provide 6" wide x 12" deepdecorative concrete curb with eased edges flush with top of pavers around entire perimeter or area asshown hatched.

Roof Overhang Reference Roof PlanShrub Beauty Bush Kolkwitzia Amabilis Pink Cloud. Size (05 gal). Mature Height (8'‐0"). Water Usage (Med).Shrub Blue Blossom Ceanothus Thyrsiflorus Blue Blossom. Size (05 Gal). Mature Height (3'‐0"). Water Usage (Med).Shrub California Yerba Santa Eriodictyon Californicum. Size (05 Gal). Mature Height (6'‐0"). Water Usage (Med).Shrub Golden Gem Ilex Crenata Golden Gem. Size (05 gal). Mature Height (5'‐0"). Water Usage (Med).Site Planter Mulch 3" (min) organic shredded bark mulch cover in planter areas.Site Wood Fencing and Gates Provide 6' high redwood privacy fencing with 3' wide gates @ each side yard.

A A

B B

C C

D D

E E

1

1 2

2

3

3

4

4

5

5

6

6

G G

XD‐121

2' ‐ 8" 8' ‐ 0"

HW21IS1PGF

XD‐103

2' ‐ 8" 8' ‐ 0"

HW11ES1PGF

XD‐101

3' ‐ 0" 8' ‐ 0"

HW11ES1PGF

XD‐102

16' ‐ 0" 8' ‐ 0"

‐‐RU16PGF

XHH:

O‐1013' ‐ 0" 8' ‐ 0"

8' ‐ 0"SQ

XD‐105

2' ‐ 8" 8' ‐ 0"

HW11ESF

XD‐106

2' ‐ 8" 8' ‐ 0"

HW21IS1PGF

XD‐107

2' ‐ 8" 8' ‐ 0"

HW21IS1PGF

XD‐108

2' ‐ 6" 8' ‐ 0"

HW21IS1PGF

XD‐109

2' ‐ 4" 7' ‐ 0"

HW21IS1PGF

XD‐110

2' ‐ 6" 8' ‐ 0"

HW21IS1PGF

XD‐111

2' ‐ 4" 7' ‐ 0"

HW21IS1PGF

XD‐112

2' ‐ 4" 7' ‐ 0"

HW21IS1PGF

XD‐113

2' ‐ 8" 8' ‐ 0"

HW35ISP1PGF

XD‐114

2' ‐ 8" 8' ‐ 0"

HW35ISP1PGF

XD‐132

6' ‐ 0" 8' ‐ 0"

HW12EPFL

XD‐123

6' ‐ 0" 8' ‐ 0"

HW12EPFL

XD‐124

5' ‐ 4" 8' ‐ 0"

HW22IPFL

XD‐125

6' ‐ 0" 8' ‐ 0"

HW33IPBSFLM

XD‐126

6' ‐ 0" 8' ‐ 0"

HW33IPBSFLM

XD‐127

6' ‐ 0" 8' ‐ 0"

HW33IPBSFLM

XD‐128

1' ‐ 6" 7' ‐ 0"

HW31IS1P

XD‐130

2' ‐ 4" 6' ‐ 8"

‐‐ISSF

XD‐133

4' ‐ 0" 8' ‐ 0"

HW32IP1P

9' ‐ 2" 9' ‐ 10" 5' ‐ 6" 15' ‐ 6" 19' ‐ 6"

59' ‐ 6"

13' ‐ 6"

13' ‐ 6"

11' ‐ 6"

2' ‐ 0"

3' ‐ 6"

7' ‐ 0"

51' ‐ 0"

13' ‐ 6"

13' ‐ 6"

11' ‐ 6"

2' ‐ 0"

3' ‐ 6"

7' ‐ 0"

51' ‐ 0"

9' ‐ 2" 9' ‐ 10" 5' ‐ 6" 15' ‐ 6" 19' ‐ 6"

59' ‐ 6"

F F

XBEDROOM1

15'‐10" 15'‐5"

XGREAT ROOM20'‐0" 26'‐5"

XBEDROOM39'‐6" 10'‐0"

XBEDROOM29'‐6" 10'‐0"

XGARAGE

18'‐6" 22'‐9"

XDRESS3

9'‐0" 5'‐6"

XBATH3

5'‐0" 6'‐4"

XHALL2

3'‐5" 14'‐0"

XHALL1

6'‐8" 3'‐5"LINEN

XSHWR1

4'‐6" 3'‐6"

XTUB1

5'‐0" 6'‐0" XDRESS1

5'‐8" 9'‐11" XBATH2

7'‐1" 5'‐5"

XTOIL1

5'‐0" 2'‐11"

XCLOSET18'‐7" 9'‐0" X

DEN/BED49'‐3" 10'‐5"

XCLOSET49'‐3" 2'‐0"

XENTRY

5'‐0" 11'‐0"

XKITCHEN

14'‐4" 12'‐6"

XCLOSET29'‐6" 2'‐0"

XCLOSET39'‐6" 2'‐0"

XLAUNDRY9'‐0" 5'‐5"

XHH:

O‐1029' ‐ 6" 11' ‐ 3"

11' ‐ 3"SQ

SCALE 1/4" = 1'‐0" 1FLOOR PLAN



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A3.11

SPF SPF

FLOOR PLAN

HALF M

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, CA 94019

SPF SPF

XXX


08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaR

osa

1546

West B

ranch Street

Arroyo

Grand

e, CA 93420

(805

) 710

‐041

[email protected]

WINDOW SCHEDULEWINDOW WIDTH HEIGHT GLAZING FRAME TYPE HEAD HEIGHTW106 3' ‐ 0" 5' ‐ 0" 8' ‐ 0"W107 3' ‐ 0" 5' ‐ 0" 8' ‐ 0"W108 3' ‐ 0" 5' ‐ 0" 8' ‐ 0"W109 3' ‐ 0" 2' ‐ 6" 11' ‐ 0"W110 3' ‐ 0" 2' ‐ 6" 11' ‐ 0"W111 3' ‐ 0" 2' ‐ 6" 11' ‐ 0"W112 3' ‐ 0" 4' ‐ 0" 6' ‐ 8"W113 3' ‐ 0" 4' ‐ 0" 6' ‐ 8"W114 2' ‐ 0" 2' ‐ 0" 6' ‐ 8"W115 2' ‐ 0" 2' ‐ 0" 6' ‐ 8"W116 2' ‐ 0" 2' ‐ 0" 6' ‐ 8"W117 2' ‐ 6" 2' ‐ 6" 8' ‐ 0"W118 3' ‐ 0" 5' ‐ 0" 8' ‐ 0"W119 3' ‐ 0" 6' ‐ 0" 8' ‐ 0"W120 3' ‐ 0" 6' ‐ 0" 8' ‐ 0"W121 3' ‐ 0" 2' ‐ 6" 11' ‐ 0"W122 3' ‐ 0" 2' ‐ 6" 11' ‐ 0"W123 6' ‐ 6" 2' ‐ 6" 11' ‐ 0"W124 4' ‐ 0" 5' ‐ 0" 8' ‐ 0"W125 2' ‐ 6" 2' ‐ 6" 8' ‐ 0"W126 2' ‐ 6" 2' ‐ 6" 8' ‐ 0"W127 2' ‐ 6" 2' ‐ 6" 8' ‐ 0"W128 2' ‐ 6" 2' ‐ 6" 8' ‐ 0"W129 3' ‐ 0" 5' ‐ 6" 8' ‐ 0"W130 3' ‐ 0" 5' ‐ 6" 8' ‐ 0"W131 3' ‐ 0" 5' ‐ 6" 8' ‐ 0"W132 3' ‐ 0" 5' ‐ 6" 8' ‐ 0"W133 3' ‐ 0" 2' ‐ 0" 9' ‐ 0"W134 3' ‐ 0" 2' ‐ 0" 9' ‐ 0"W145 6' ‐ 0" 1' ‐ 6" 2' ‐ 6"W146 6' ‐ 0" 1' ‐ 6" 2' ‐ 6"W147 6' ‐ 0" 1' ‐ 6" 2' ‐ 6"

DOOR SCHEDULEDOOR WIDTH HEIGHT THICK GLAZING MATERIAL FRAME TYPE HARDWARED‐101 3' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" DG/LE/T/F ALUM ALUM ES1PGF HW11D‐102 16' ‐ 0" 8' ‐ 0" 0' ‐ 2" SG/LE/T/F ALUM ALUM RU16PGF ‐‐D‐103 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" DG/LE/T/F ALUM ALUM ES1PGF HW11D‐105 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" ‐‐ WDS ALUM ESF HW11D‐106 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐107 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐108 2' ‐ 6" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐109 2' ‐ 4" 7' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐110 2' ‐ 6" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐111 2' ‐ 4" 7' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐112 2' ‐ 4" 7' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐113 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM ISP1PGF HW35D‐114 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM ISP1PGF HW35D‐121 2' ‐ 8" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/F WDS ALUM IS1PGF HW21D‐123 6' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" DG/LE/T ALUM ALUM EPFL HW12D‐124 5' ‐ 4" 8' ‐ 0" 0' ‐ 1 3/4" SG/T WDS ALUM IPFL HW22D‐125 6' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/M WDS ALUM IPBSFLM HW33D‐126 6' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/M WDS ALUM IPBSFLM HW33D‐127 6' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" SG/T/M WDS ALUM IPBSFLM HW33D‐128 1' ‐ 6" 7' ‐ 0" 0' ‐ 1 3/4" ‐‐ WDS ALUM IS1P HW31D‐130 2' ‐ 4" 6' ‐ 8" 0' ‐ 0 1/2" SG/T/F GLASS CHROME ISSF ‐‐D‐132 6' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" DG/LE/T ALUM ALUM EPFL HW12D‐133 4' ‐ 0" 8' ‐ 0" 0' ‐ 1 3/4" ‐‐ WDS ALUM IP1P HW32

OPENING SCHEDULEOPENING SHAPE RISE WIDTH HEIGHT SILL HEIGHT HEAD HEIGHT SPRING LINEO‐101 SQ 0' ‐ 0" 3' ‐ 0" 8' ‐ 0" 0' ‐ 0" 8' ‐ 0" 0' ‐ 0"O‐102 SQ 0' ‐ 0" 9' ‐ 6" 11' ‐ 3" 0' ‐ 0" 11' ‐ 3" 0' ‐ 0"



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A4.11

SPF SPF

SCHEDULES

HALF M

OON BAY

, CA 94019

SPF SPF

XXX


08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaR

osa

1546

West B

ranch Street

Arroyo

Grand

e, CA 93420

(805

) 710

‐041

[email protected]

A7.121

A7.11

A7.12

A7.11

2

2

1

A A

B B

C C

D D

E E

1

1 2

2

3

3

4

4

5

5

6

6

G G

F F

1/2" / 1'-0"

1/2" / 1'-0"

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

1/2" / 1'-0"

1/2" / 1'-0"

Roofing Metal Batten Seam

Roof Fascia Sheet Metal Gutter Manufactured

1' ‐ 8" Typical O.H.

1' ‐ 8" Typical O.H.



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A6.11

... ...

ROOF PLAN

HALF M

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, CA 94019

... ...

XX


08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaR

osa

1546

West B

ranch Street

Arroyo

Grand

e, CA 93420

(805

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‐041

[email protected]

SCALE 1/4" = 1'‐0" 1ROOF PLAN

LEVEL 1.11 ‐ FLOOR PLAN0' ‐ 0"

LEVEL 1.12 ‐ TOP PLATE8' ‐ 0"

12345



LEVEL 1.16 ‐ TOP ROOF13' ‐ 0"

6


Roof Fascia Board 1‐3/8" x 9‐1/4"Wall Siding Board Lap

Wall Siding Panel Shingle

Door Frame Aluminum Window Frame Aluminum

2% 2%

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

1/2" / 1'-0"



1 2 3 4 5




6


Roof Fascia Board 1‐3/8" x 9‐1/4"


Door Roll‐up Overhead


Window Frame Aluminum

Door Frame Aluminum

Wall Siding Board Lap

2% 2%

1/2" / 1'-0"

1/2" / 1'-0"

1/2" / 1'-0"



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FOR:

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ILLE BOULEVA

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TDR PR

OPERT

IES, LLC

A7.11

SPF SPF

EXTERIOR ELEVATIONS

HALF M

OON BAY

, CA 94019

SPF SPF

XX


08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaR

osa

1546

West B

ranch Street

Arroyo

Grand

e, CA 93420

(805

) 710

‐041

[email protected]

SCALE 1/4" = 1'‐0" 2EXTERIOR ELEVATION REAR

SCALE 1/4" = 1'‐0" 1EXTERIOR ELEVATION FRONT

KEYNOTE KEYNOTE DESCRIPTIONDoor Frame Aluminum .Door Roll‐up Overhead Clopay ‐ Avante Collection decorative natural anodized aluminum frame and tempered frosted

(sandblast) glass roll‐up garage door.Roof Fascia Board 1‐3/8" x 9‐1/4" Socomi Lam or Better.Wall Siding Board Lap Jameshardie Hardieplank lap siding select cedarmill (2.3 lb/sf). Planks: 5/16" thick x 7.25" wide (6"

exposure) x 12'‐0" long w/ Colorplus finish as selected by Owner.Wall Siding Panel Shingle Jameshardie Hardieshingle fiber‐reinforced cement siding staggered edge notched panel (1.9 lb/sf).

Panels: 1/4" thick x 16" wide (6" exposure) x 4'‐0" long w/ Colorplus finish as selected by Owner. w/Colorplus finish as selected by Owner.

Window Frame Aluminum .



ABCDE





GEQ EQEQ EQ

F



Window Frame AluminumDoor Frame Aluminum

Roof Fascia Sheet Metal Gutter Manufactured

Roofing Metal Batten Seam


2% 2%



A B C D E





GF

Roofing Metal Batten Seam Roof Fascia Sheet Metal Gutter Manufactured


Window Frame Aluminum



2% 2%



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TDR PR

OPERT

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A7.12

SPF SPF

EXTERIOR ELEVATIONS

HALF M

OON BAY

, CA 94019

SPF SPF

XX


08/10/13

TDR Prop

ertie

s, LLC

Thom

as DaR

osa

1546

West B

ranch Street

Arroyo

Grand

e, CA 93420

(805

) 710

‐041

[email protected]

SCALE 1/4" = 1'‐0" 1EXTERIOR ELEVATION RIGHT

SCALE 1/4" = 1'‐0" 2EXTERIOR ELEVATION LEFT

KEYNOTE KEYNOTE DESCRIPTIONDoor Frame Aluminum .Pavers Precast Concrete Units 3‐1/8" thick decorative concrete unit paving over 1" min concrete sand base @ driveways/walkways as

selected by owner. Sweep masonry sand into joints and vibrate surface level. provide 6" wide x 12" deepdecorative concrete curb with eased edges flush with top of pavers around entire perimeter or area asshown hatched.

Roof Fascia Sheet MetalGutter Manufactured

5" high x 5" deep Aluminum. Provide corrosion resistant non‐combustible wire mesh with 1/4" openings orequivalent to prevent the accumulation of leaves and debris in the gutter. Pre‐finished Color as selected byOwner.

Roofing Metal Batten Seam Atas batten seam metal roof pcb001 w/ 1" batten seam metallic coated steel. Finish w/ kynar 500 pvdf orhylar 5000 pvdf. Color as selected by Owner.

Wall Siding Board Lap Jameshardie Hardieplank lap siding select cedarmill (2.3 lb/sf). Planks: 5/16" thick x 7.25" wide (6" exposure)x 12'‐0" long w/ Colorplus finish as selected by Owner.

Wall Siding Panel Shingle Jameshardie Hardieshingle fiber‐reinforced cement siding staggered edge notched panel (1.9 lb/sf). Panels:1/4" thick x 16" wide (6" exposure) x 4'‐0" long w/ Colorplus finish as selected by Owner. w/ Colorplus finishas selected by Owner.

Window Frame Aluminum .

Documents

OF TDR PROPERTIES, LLC - newhybridhome.com · allowable height (cbc, table 503): allowable height increase for fire n/a n/asprinklers (cbc, section 504): allowable stories (cbc, table