3djh ri planning submittal set...reet planning submittal set july 31,2014 abbreviations project...

HORIZONTALHEIGHTHOLLOW METALINSIDE DIAMETERINSULATED GLASSINSULATIONINTERIORLAMINATELAVATORYLIGHTKITCHEN EQUIPMENT CONTRACTORMAXIMUMMECHANICAL CONTRACTORMECHANICALMECHANICAL ELECTRICAL PLUMBINGMANUFACTURERMANAGERMINIMUMMISCELLANEOUSMOUNTEDMETALNOT IN CONTRACTNOT IN KITCHEN EQUIP. CONTRACTNOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITEPLUMBING CONTRACTORPLATEPLASTIC LAMINATEPLASTERPLYWOODPAIRPRESSURE TREATEDPAINTEDRADIUSROOF DRAINREFRIGERATORROOMREDWOODRAINWATER LEADERSMOKE ALARMSOLID CORESCHEDULESECTIONSHEETSIMILARSPECIFICATIONSQUARESHELF AND RODSTAINLESS STEELSTANDARDSTEELSTRUCTURESUSPENDEDTELEVISIONTOP OFTRANSOMTYPICALUNLESS OTHERWISE NOTEDVERIFY IN FIELDVERTICALWITHWATER CLOSETWOODWITHOUTWATER RESISTANTWEIGHTWELDED WIRE MESH

ANDATCENTERLINEACOUSITCALADJACENTABOVE FINISH FLOORABOVE FINISH GRADEALUMINUMAPPROXIMATEARCHITECTURALBOARDBUILDINGBLOCKBLOCKINGBEAMBOTTOM OFCATCH BASINCEMENTCERAMICCLOSETCLEARCEILINGCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCONTRACTORCOUNTERCENTERDOUGLAS FIRDOUBLEDEPARTMENTDETAILDIAMETERDIMENSIONDISPENSERDOWNDOWN SPOUTDRAWINGEXISTINGEACHELECTRICAL CONTRACTORELEVATIONELECTRICALELEVATOREMERGENCYENCLOSUREEQUALEQUIPMENTEXTERIORFIRE ALARMFLOOR DRAINFINISH FACEFIBER REINFORCED PANELFIRE TREATEDFOUNDATIONFINISH FLOORFLUORESCENTFIRE PROOFFOOT/ FEETFOOTINGGAUGEGALVANIZEDGRAB BARGENERAL CONTRACTORGLASSGROUNDGYPSUM

&@CACOUS.ADJ.A.F.F.A.F.G.AL.APPROX.ARCH.BD.BLDG.BK.BLKG.BM.B.O.C.B.CEM.CER.CL.CLR.CLG.COL.CONC.CONN.CONST.CONT.CONTR.CNTR.CTR.D.F.DBL.DEPT.DET.DIA.DIM.DISP.DN.D.S.DWG.(E)EA.E.C.EL.ELEC.ELEV.EMER.ENCL.EQ.EQP.EXT.F.A.F.D.F.F.F.R.P.F.T.FDN.FIN. FL.FLUOR.FPRF.FT.FTG.GA.GALV.G.B.G.C.GL.GND.GYP.

HOR.HT.HM.I.D.I.G.INSUL.INT.LAM.LAV.LT.K.E.C.MAX.M.C.MECH.M.E.P.MFR.MGR.MIN.MISC.MTD.MTL.N.I.C.N.I.K.E.C.N.T.S.O.C.O.D.OPP.P.C.PL.PLAMPLAS.PLYWD.PR.P.T.PTD.R.R.D.REF.RM.RWD.R.W.L.S.A.S.C.SCHED.SECT.SHT.SIM.SPEC.SQ.S&RS.S.STD.STL.STR.SUSP.T.V.T.O.TRAN.TYP.U.O.N.V.I.F.VERT.W/W.C.WD.W/OW.R.WT.WWM

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W1

SHEET NUMBER

DETAIL REFERENCE

REFERENCETOFINISH

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ALIGNALIGN FINISH SURFACES

DATUM POINT

REFERENCE TOFIXTURE / FURNITURE

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DOOR NUMBER

2'-0"

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5621 LOWELL STREET, OAKLAND, CA 94608OFFICE: 510.595.6744

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A0.0

PROJECTINFORMATION

P1324

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Planning Submittal SetJULY 31,2014

ABBREVIATIONS

PROJECT INFORMATION

SYMBOLS

SITE IMAGES

ASSESSOR'S MAP

SHEET INDEX

1. SCOPE DOCUMENTS: THESE DRAWINGS INDICATE THEGENERAL SCOPE OF THE PROJECT IN TERMS OF THE OVERALLCONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJORARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL,MECHANICAL, ELECTRICAL SYSTEMS, ON THE BASIS OF THEGENERAL SCOPE INDICATED OR DESCRIBED, THECONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THEPROPER EXECUTION AND COMPLETION OF THE WORK.APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTEAUTHORITY TO DEVIATE FROM THE PLANS ANDSPECIFICATIONS.

2. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALLDRAWINGS UNLESS OTHERWISE NOTED, AND SHALL TAKEPRECEDENCE OVER THESE GENERAL NOTES. SEE ALSONOTES, ABBREVIATIONS, DRAWING LEGENDS AND SYMBOLS,STRUCTURAL DRAWINGS.

3.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OFCONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLYINDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILSSHOWN, DETAILS OF CONSTRUCTION SHALL BE USEDSUBJECT TO THE REVIEW AND APPROVAL OF THE ARCHITECT.

4. THE CONTRACTOR SHALL PERFORM IN A MANNERCONFORMING TO APPLICABLE REGULATIONS, ANDREQUIREMENTS OF ALL GOVERNING AGENCIES AS WELL ASSTANDARD INDUSTRY PRACTICES.

5. RESPONSIBILITY: THE CONTRACTOR SHALL VERIFY ALLDIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.SHOULD A DISCREPANCY APPEAR IN THE SPECIFICATIONS ORDRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THECONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THEARCHITECT AND OWNER IN WRITING AT ONCE FORINSTRUCTIONS TO PROCEED. IF THE CONTRACTOR PROCEEDSWITH THE WORK AFFECTED WITHOUT WRITTEN INSTRUCTIONSFROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOODANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTIONOF THE OWNER WITH NO RESULTING COST TO THE OWNER.SHOULD A CONFLICT OCCUR IN OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ONTHE CONTRACT DRAWINGS HAVE BEEN OMMITTED, THECONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOSTEXPENSIVE MATERIAL AND CONSTRUCTION METHODSINVOLVED, UNLESS A WRITTEN DECISION FROM THEARCHITECT / OWNER HAS BEEN OBTAINED WHICH DESCRIBESAN ALTERNATE METHOD AND/OR MATERIALS OR UNLESS THEORIGINAL BID IS APPROPRIATELY QUALIFIED.

6. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ONTHE SITE TO AREAS PERMITTED BY THE OWNER. THE JOB SITESHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREEOF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLYENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACHSUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACHPHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH ANDDEBRIS AS A RESULT OF HIS/HER OPERATION.

7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLYSTACKED AND PROTECTED TO PREVENT DAMAGE ANDDETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALSMAY BE CAUSE FOR REJECTION OF WORK.

8. PROVIDE ALL NECESSARY BLOCKING, BACKING ANDFRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, PANELSHVAC EQUIPMENT AND ALL OTHER ITEMS REQUIRING SAME.

9. ALL MATERIALS SHALL BE HANDLED AND INSTALLED PERTHE MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS

10. STORAGE & DISPENSING OR USE OF ANY FLAMMABLE ORCOMBUSTIBLE LIQUIDS, FLAMMABLE GASES AND HAZARDOUSCHEMICALS SHALL COMPLY WITH THE UNIFORM FIRE CODEREGULATIONS.

11. NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTYUNLESS AN ENCROACHMENT PERMIT IS FIRST OBTAINED FROMTHE PUBLIC WORK DEPARTMENT.

12. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, ORPATCHING OF HIS/HER WORK THAT MAY BE REQUIRED TO MAKEITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOTENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OROTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALSAND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK,SHALL BE DONE WITH APPLICABLE MATERIALS SO THATSURFACES REPLACED WILL UPON COMPLETION MATCHSURROUNDING SIMILAR SURFACES.

13. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELDPLACEMENT AND ARE SUPERSEDED BY THE ARCHITECTURALDRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERALCONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS INFULL AGREEMENT WITH THE LATEST ARCHITECTURALDRAWINGS. THE CONTRACTOR SHALL SUPPLY THEARCHITECT/ENGINEER WITH THE REQUIRED SHOP DRAWINGSBEARING THE CONTRACTOR'S STAMP OF APPROVAL ANDSIGNATURE A MINIMUM OF THREE WEEKS PRIOR TOFABRICATION. THE REVIEW OF SHOP DRAWINGS ANDSPECIFICATIONS BY THE ARCHITECT/ ENGINEER IS ONLY FORGENERAL COMPLIANCE WITH THE ARCHITECTURAL AND/ORSTRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEWDOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGSARE CORRECT, COMPLETE, NOR DOES IT INFER THAT THEYSUPERCEDE THE ARCHITECTURAL AND/OR STUCTURALDRAWINGS. NO PORTION OF THE WORK REQUIRING A SHOPDRAWING OR SAMPLE SUBMISSION SHALL COMMENCE UNTIL THESUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALLSUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITHAPPROVED SHOP DRAWINGS AND SAMPLES. THE ARCHITECTSHALL NOT PROCEED WITH THE REVIEW OF SHOP DRAWINGSFOR A SPECIFIC SECTION OF SPECIFICATIONS UNLESS THE SHOPDRAWINGS FOR THAT SECTION AND ALL RELATED ANDCONTIGUOUS SECTIONS OF WORK ARE SUBMITTED IN THEIRENTIRETY SIMULTANEOUSLY. THE REVIEW AND ACCEPTANCE OFA PART OF THE SHOP DRAWINGS SHALL NOT IMPLY THEACCEPTANCE OF THE SHOP DRAWINGS IN WHOLE OR IN PART.

14. DIMENSIONS:A. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD.B. ALL DIMENSIONS SHOWN ARE TO THE CENTER OF

COLUMNS AND BEAMS, FACE OF CONCRETE / CONC. BLOCKWALLS, EDGE OF SLAB, FACE OF FINISH UNLESS OTHERWISENOTED.

C. CEILING HEIGHT DIMENSIONS ARE FROM FINISHEDFLOOR OR SLAB TO THE FINISHED FACE OF CEILING.

D. DIMENSIONS AND ELEVATIONS ARE TO THE TOP OFCONCRETE, BLOCK OR OTHER HARD SURFACE MATERIALS, NOTTO THE TOP OF FLOOR COVERINGS OR ROOFING U.O.N.

E. DO NOT SCALE DRAWINGS: FOLLOW DIMENSIONS

15. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING THE WORK OF ALL THE TRADES

GENERAL NOTES

APPLICABLE CODES

SCOPE OF WORK

A0.0 PROJECT INFORMATIONA0.3 POLLUTION PERVENTIONA0.4 GREEN BUILDING STANDARDA0.5 SITE PHOTOGRAPHSA1.0 EXISTING SITE PLANA1.1 VICINITY MAP / STREET ELEVATIONA1.2 PROPOSED SITE PLANA1.3 LANDSCAPE PLANA1.4 SHADOW STUDYA2.0 1324 BURNETT ST. - FLOOR PLANSA2.1 1324 BURNETT ST. - EXISTING ELEVATIONSA2.2 1324 BURNETT ST. - PROPOSED ELEVATIONSB2.0 1324B BURNETT ST. - FLOOR PLANSB2.1 1324B BURNETT ST. - ELEVATIONS

2013 CALIFORNIA BUILDING CODE WITH BERKELEY AMENDMENTS

2013 CALIFORNIA RESIDENTIAL CODE WITH BEKELEY AMENDMENTS

2013 CALIFORNIA MECHANICAL CODE WITH BERKELEY AMENDMENTS

2013 CALIFORNIA PLUMBING CODE WITH BERKELEY AMENDMENTS

2013 CALIFORNIA ELECTRICAL CODE WITH BERKELEY AMENDMENTS

2013 CALIFORNIA ENERGY CODE WITH BERKELEY AMENDMENTS

2013 CALIFORNIA GREEN BUILDING STANDARDS CODE

LOCATION: 1324 BURNETT STREETBERKELEY, CA 94608

LOT DIMENSIONS: 44 FT. x 112.20 FTLOT AREA: 4936.8 S.F.APN: 053 162302901 ZONING DISTRICT: R-2AOCCUPANCY GROUP: R-3CONSTRUCTION TYPE: V-B

# OF STORIES: 2BUILDING HEIGHT PROPOSED: 25'-2"# OF DWELLING UNIT: 2EXISTING FOOT PRINT AREA: 1,881 S.F.PROPOSED FOOT PRINT AREA: 1,881 S.F.

FOUNDATION REPLACEMENT AND RELOCATION OF AN EXISTING SINGLE FAMILYRESIDENCE AND NEW CONSTRUCTION OF A 2 STORY SINGLE FAMILY RESIDENCE

1322 BURNETT STREET - PROPOSED S.F.D.

Name Level Area

(1322) (1322) LEVEL 1 553 SF

(1322) GARAGE (1322) LEVEL 1 224 SF

(1322) (1322) LEVEL 2 904 SF

1681 SF

1324 BURNETT STREET - EXISTING S.F.D.

Name Level Area

(1324) (1324) LEVEL 1 851 SF

851 SF

No. Description Date

PLANNING SUBMISSION 08.05.13

ATTACHMENT 2 ZAB 10-09-14 of 14

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A0.3

POLLUTIONPREVENTION

P1324

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B. INDOOR WATER USE

LEVEL 1

KITCHEN

1/2 BATH

1/2 BATH

LEVEL 2

SHARED BATH

MASTER BATH

FIXTURE TYPE

2.2 GPM @ 60 PSI

SINK FAUCET

WATER CLOSET

SINK FAUCET

SHOWERHEAD

WATER CLOSET

FLOW RATE

1.6 GALLONS/FLUSH

2.5 GPM @ 80 PSI

MAXIMUM FLOW RATE @ ≥ 20% REDUCTION

1.8 GPM @ 60 PSI

1.5 GPM @ 60 PSI

1.28 GALLONS/FLUSH

2 GPM @ 80 PSI

NOTES

NOTES:1. THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE FLUSHVOLUME WHEN TESTED ON ACCORDANCE WITH ASME A 112.19.233.22. LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM AT 20 PSI.

2

1

2

SINK FAUCET

2.2 GPM @ 60 PSI

SHARED BATH

SHARED BATH

MASTER BATH

2.2 GPM @ 60 PSI 1.5 GPM @ 60 PSI

1.6 GALLONS/FLUSH 1.28 GALLONS/FLUSH 1

SINK FAUCET

WATER CLOSET

22.2 GPM @ 60 PSI 1.5 GPM @ 60 PSI

1.6 GALLONS/FLUSH 1.28 GALLONS/FLUSH 1

MASTER BATH SINK FAUCET 22.2 GPM @ 60 PSI 1.5 GPM @ 60 PSI

MASTER BATH SHOWERHEAD 2.5 GPM @ 80 PSI 2 GPM @ 80 PSI

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12" = 1'-0"

A0.4

GREENBUILDING

STANDARDP1324

JULY 31,2014

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GREEN BUILDING STANDARDS

A. STORM WATER DRAINAGE PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGHEVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES,MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH CGBSC SECTION 4.106.

C. IRRIGATION CONTROLLERS OUTDOOR IRRIGATION CONTROLLERS SHALL BE WEATHER (OR SOIL MOISTURE) BASED CONTROLLERS THATAUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE.

WEATHER BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT SCCOUNT FOR LOCAL RAINFALL SHALL HAVE ASEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE BASED CONTROLLERSARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT.

D. SEAL OF JOINTS AND OPENINGS OPENINGS IN TEH BUILDING ENVELOPE SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE NEEDED TOACCOMMODATE GAS, PLUMBING, ELECTRICAL LINES AND OTHER NECESSARY PENETRATIONS MUST BE SEALED IN COMPLIANCE WITH THE CALIFORNIAENERGY CODE.

EXCEPTION: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BEPROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHODACCEPTABLE TO THE ENFORCING AGENCY.

E. CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THENONHAZAEDOUS CONSTRUCTION AND DEMOLITION DEBRIS, OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MAAGEMENT ORDINANCE,WHICHEVER IS MORE STRINGENT.

EXCEPTIONS: 1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS.2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLEFACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED RESONABLY CLOSE TO THE JOBSITE.

1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFECYCLE OF THE STRUCTURE.2. OPERATION AND MAINTAINANCE INSTRUCTIONS FOR THE FOLLOWING:

A. EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEM, HVAC SYSTEMS, WATER-HEATINGSYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT.B. ROOF AND YARD DRAINAGE, INCLUDE GUTTERS AND DOWNSPOUTS.C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS.D. LANDSCAPE IRRIGATION SYSTEMS.E. WATER REUSE SYSTEMS.

3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCERESOURCE CONSUMPTION, INCLUDING RECYCLING PROGRAMS AND LOCATIONS.4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA.5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHATMETHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE.6. INFORMATION ABOUT WASTE WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVEWATER.7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEETAWAY FROM THE FOUNDATION.

G. POLLUTION CONTROL REQUIREMENTS

- COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION AT THE TIME OF ROUGH INSTALLATION ORDURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHERRELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THEENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.

- ADHESIVES, SEALANTS AND CAULKS1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONALAIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS APPLICABLE.SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENEDICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED INSUBSECTION 2 BELOW.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING,WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOCSTANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS,TITLE 17, COMMENCING WITH SECTION 94507.

-PAINTS AND COATINGS ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTEDCONTROL MEASURE, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONSFOR THE SPECIALTY COATINGS CATEGORIES SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT,NONFLAT OR NONFLAT-HIGHGLOSSCOATING.

-AEROSOL PAINTS AND COATINGS AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(a)(3)AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520.

-VERIFICATION VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY.DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:

1. MANUFACTURER’S PRODUCT SPECIFICATION.2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS.

-CARPET SYSTEMS ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THEFOLLOWING:

1. CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM.2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS (SPECIFICATION 01350).3. NSF/ANSI 140 AT THE GOLD LEVEL.4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD.

-CARPET CUSHION ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTEGREEN LABEL PROGRAM.

-CARPET ADHESIVE ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1.

-RESILIENT FLOORING SYSTEMS WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 50 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORINGSHALL COMPLY WITH THE VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW-EMITTING MATERIALSLIST OR CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM.

-COMPOSITE WOOD PRODUCTS HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ONTHE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXICS CONTROLMEASURE FOR COMPOSITE WOOD (17 CCR93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS.

-DOCUMENTATION VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY.DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING:

1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS2. CHAIN OF CUSTODY CERTIFICATIONS3. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY

H. INTERIOR MOISTURE CONTROL-GENERAL BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE.

-CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY CALIFORNIA BUILDING

CODE, CCR, TITLE 24, PART 2, CHAPTER 19, SHALL ALSO COMPLY WITH THIS SECTION.

-CAPILLARY BREAK A CAPILLARY BREAK SHALL BEINSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING:

1. A 4-INCH (101.6 MM) THICK BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPORBARRIER IN DIRECT

CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALLBE USED. FOR

ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06.2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY.3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL.

-MOISTURE CONTENT OF BUILDING MATERIALS BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLEDWALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT MOISTURE CONTENT.MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING:

1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER.2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF

EACH PIECE TO BEVERIFIED.3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION

ACCEPTABLE TOTHE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION

PRODUCTS WHICH AREVISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE INWALL

OR FLOOR CAVITIES.WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS’ DRYING RECOMMENDATIONS PRIOR TO

ENCLOSURE.

I. MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING:1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING.2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A

HUMIDISTATWHICH SHALL BE READILY ACCESSIBLE.* HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT.

J. WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. COVERS ORLOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2.

HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWINGMETHODS:

1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE HANDBOOKS OR OTHEREQUIVALENT DESIGN SOFTWARE.

2. DUCT SYSTEMS ARE SIZED ACCORDING TO ACCA 29-D MANUAL D, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGNSOFTWARE OR METHODS.

3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S MANUAL S OR OTHER EQUIBALENT DESIGN SOFTWAREOR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE.



1 23 4

5 6 7 8 9 10

1511 12 13 14 16 17 18 19 20

SU

BJE

CT

PR

OP

ER

TY

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1" = 10'-0"

A0.5

SITEPHOTOGRAPHS

P1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1: 1261 BURNETT STREET 2: 2908 MABEL STREET 3: 2909, 2911 MABEL STREET 4: 2908 PARK STREET 5: 2909 PARK STREET 6: 1328 RUSSEL STREET 7; 1331 BURNETT STREET

8: 1334 RUSSEL STREET 9: 1338 RUSSEL STREET 10: 1342 RUSSEL STREET 11: 1260 BURNETT STREET 12: 2913 MABEL STREET 13: 1308 BURNETT STREET 14: 1310 BURNETT STREET

15: 1316 BURNETT STREET 16: 1326 BURNETT STREET 17: 1328 A-B BURNETT STREET 18: 1330, 1332, 1334 BURNETT STREET 19: 1336 BURNETT STREET 20: 1340 BURNETT STREET



DN

PL 112.20'

PL 112.20'

P L4

4' -

0"

P L4

4' -

0"

REF. N

BU

RN

ET

T S

TR

EE

T

(E) SHADESTRUCTURETO BEREMOVED

(E) SHEDTO BE REMOVED

H

(E) FENCE

51' - 3" V.I.F.

24

' - 7

" V

.I.F

.

18' - 0" V.I.F.

14' - 3" V.I.F.

TRUE NORTH

(E) FENCE

(E)WELL W/INFILL CONC.TO BE REMOVED

(E) SHADE STRUCTURETO BE REMOVED

1' - 7" V.I.F.

(E) FENCETO BE REMOVED

WATER METER

(E)C

UR

B C

UT

SID

EW

AL

K

(E) DRIVEWAY

1324 BURNETT STREET(SUBJECT PROPERTY)

1326 BURNETT STREET

13

25

AS

HB

Y A

VE

NU

E1

32

7 A

SH

BY

AV

EN

UE

1316 BURNETT STREET

SETBACK

15' - 0"82' - 1"

SETBACK

15' - 0"

SE

TB

AC

K

4' -

0"

36

' - 0

"

SE

TB

AC

K

4' -

0" 9' -

3"

10

' - 3

"

56' - 6"

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/8" = 1'-0"

A1.0

EXISTING SITEPLAN

P1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/8" = 1'-0"1

EXISTING SITEPLAN




BURNETT STREET

1324BURNETT

1326BURNETT

1329ASHBY

1327ASHBY

1321ASHBY

1316BURNETT

2908PARK

2909PARK

1328BURNETT

PA

RK

ST

RE

ET

(N)1322BURNETT

PROPOSED RESIDENCE

Scale

Project number

Date

Drawn by

Checked by

Stamp:


As indicated

A1.1

VICINITY MAP /STREET

ELEVATIONP1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/32" = 1'-0"1

VICINITY MAP

1/16" = 1'-0"2

STREET ELEVATION



DN

15' - 0"

22' - 4"

23' - 0"

4' -

0"

24

' - 4

"

24

' - 4

"

1316 BURNETT

8' - 0"

BU

RN

ET

T S

TR

EE

T

WATER METER

(E)C

UR

B C

UT

SID

EW

AL

K

PLANTER STRIP

16' - 2"

1326 BURNETT STREET

13

25

AS

HB

Y A

VE

NU

E1

32

7 A

SH

BY

AV

EN

UE

1316 BURNETT ST. FRONTSETBACK IS 12' - 3"



35' - 9"

(E) FENCE

(E) FENCE

4' -

3"

35

' - 1

0"

4' -

0"

PA

RK

ING

SP

AC

E

PARKING SPACE

(N) DRIVEWAY

(N) FENCE EXTENSION FROM (E)

2' -

0"

44

' - 0

"

112' - 2"

10

' - 0

"

REF. NTRUE NORTH

3' -

8"

90.0

0°

22' - 4"

4' - 0"

OPEN SPACE300 SQ. FT.

OPEN SPACE600 SQ. FT.

21

' - 1

1"

5' -

1"

2' -

0"

PLANTER STRIP

A1.2

3Sim

12' - 0"

23

' - 1

"

13' - 0"

3' - 0"

I HAVE REVIEWED THE PLANS FOR A RELOCATION, REMODEL AND ADDITION OF AN EXISTING SINGLE FAMILY RESIDENCEAND A NEW CONSTRUCTION OF A 2 STORIES SINGLE FAMILY RESIDENCE.

NAME (PRINT)SIGNATURE ADDRESS

RENTER/OWNER DATE NO OBJECTIONS

HAVE OBJECTIONS(PLEASE STATE BRIEFLY)HAVE NO COMMENTS

2909 PARK STREET

1326 BURNETT STREET

1321 ASHBY AVE.

1316 BURNETT STREET

1319 ASHBY AVE.

1323 ASHBY AVE.

1325 ASHBY AVE.

1327 ASHBY AVE.

R - O

R - O

R - O

R - O

R - O

R - O

R - O

R - O

/ /

/ /

/ /

/ /

/ /

/ /

/ /

/ /

BURNETT STREET

ABUTTING LOT

SUBJECT LOT

ABUTTING LOT

CONFRONTINGLOT

2909 PARK ST.

1316 BURNETT ST. 1326 BURNETT ST.

NOTE: THE ABOVE SIGNATURES TELL THE CITY THAT WE HAVE INFORMED THE NEIGHBORS OF THE PROPOSED PROJECT - IT IN NO WAY IMPLIESTHAT A NEIGHBOR "APPROVES " OF A PROJECT, UNLESS THE NEIGHBOR CHECKS THE COLUMN HEADED "HAVE NO OBJECTIONS."

ABUTTING LOT ABUTTING LOT

1319, 1321, 1323ASHBY AVE.

1325, 1327ASHBY AVE.

R - O

R - O

R - O

/ /

/ /

/ /

R - O

R - O

R - O

/ /

/ /

/ /

6' -

0"

4' - 0" 4' - 0" 4' - 0"

5" P.T. REDWOODW/ 1" OPENINGS

SAMPLE IMAGE

Scale

Project number

Date

Drawn by

Checked by

Stamp:


As indicated

A1.2

PROPOSED SITEPLAN

P1324

AUG 6,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/8" = 1'-0"1

PROPOSED SITEPLAN


1/4" = 1'-0"3

NEW FENCING DETAILS


DN

1316 BURNETT

BU

RN

ET

T S

TR

EE

T

WATER METER

(E)C

UR

B C

UT

SID

EW

AL

K

PLANTER STRIP

1326 BURNETT STREET

13

25

AS

HB

Y A

VE

NU

E1

32

7 A

SH

BY

AV

EN

UE

1316 BURNETT ST. FRONTSETBACK IS 12' - 3"



(E) FENCE

(E) FENCE

(N) DRIVEWAY

MULCH

MULCH

DECOMPOSED GRANITE

CONCRETE

CONCRETE PAVERSCONCRETE PAVERS

DG

DECOMPOSED GRANITE

DECOMPOSED GRANITE

YARD

YARD

PA

RK

ING

SP

AC

E

PARKING SPACE

JERUSALEM SAGE (1GAL), TYP.PHLOMIS FRUTICOSA

SALVIA LEUCANTHA (1GAL), TYP.MEXICAN BUSH SAGE

PLANTER STRIP

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/8" = 1'-0"

A1.3

LANDSCAPEPLAN

P1324

AUG 6,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/8" = 1'-0"1

LANDSCAPE PLAN



REF NORTHTRUE NORTH

APPLICATION DATE, MAY 15, 2014

SUMMER SOLSTICE, JUNE 21, 2014

WINTER SOLSTICE, DECEMBER 21, 2014

MAY 15, 2014 @ 12:00 PM MAY 15, 2014 @ 6:12 PMMAY 15, 2014 @ 7:59 AM

JUNE 21, 2014 @ 12:00 PM JUNE 21, 2014 @ 6:35 PMJUNE 21, 2014 @ 7:47 AM

DECEMBER 21, 2014 @ 12:00 PM DECEMBER 21, 2014 @ 2:54 PMDECEMBER 21, 2014 @ 9:21 AM

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

13241322

1326

1316

1325 ASHBY

1327 ASHBY

Scale

Project number

Date

Drawn by

Checked by

Stamp:


12" = 1'-0"

A1.4

SHADOW STUDY

P1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET



DNDN

DN

DNDN

E E

E

E

E

E EE

E

24

' - 7

"

31' - 5"

E

5' - 0"

2' -

6"

4' - 7"

W/D

GV

LIN

EN

SH

EL

F

(E)

FIR

E P

LA

CE

CL

CL CL

BRBR

BA

LAUNDRY

KITCHEN

DINING LIVING

ENTRY

E

EE

EE

12

3

E

(N) LANDING(N) STAIR

LANDING IS LESS THAN30", NO RAILING

6' -

4"

5' - 1"

11

' - 5

"

2' - 9" 4' - 0"

4' -

0"

3' -

0"

4' - 0" 6' - 0"

FRIG DW R

3' - 0"

38' - 10"

DN

24

' - 5

"

44' - 9"

27

' - 3

"

BEDROOM

LIVINGKITCHEN /DINING

STORAGE

BATH

CL CLCL

BEDROOM BEDROOM

31' - 5"

10' - 0" 9' - 11" 9' - 9"

4' - 2" 5' - 8"5' - 6" 4' - 5"5' - 7" 4' - 11"

1' -

11

"6

' - 9

"

2' -

9"

13' - 0"

22' - 11"

4' -

3"

3' -

0"

3' -

9"

1' - 2"

0' - 11"

4' -

11

"2

' - 7

"

PORTION TO BE DEMO'D

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/4" = 1'-0"

A2.0

1324 BURNETTST. - FLOOR

PLANSP1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/4" = 1'-0"1

1324 BURNETT ST. - LEVEL 1 -PROPOSED

(1324) Door Schedule

Mark Level Width Height Comments

1 (1324) LEVEL 1 3' - 0" 8' - 0"

2 (1324) LEVEL 1 6' - 0" 6' - 10"

2 (1324) LEVEL 1 2' - 6" 6' - 8"

3 (1324) LEVEL 1 3' - 0" 6' - 8"

4 GROUND 8' - 0" 8' - 0"

(1324) Window Schedule

Mark LevelHeadHeight Width Height Family Comments

X (1324) LEVEL 1 8' - 0" 2' - 6" 6' - 4" Double Hung with Trim-4 EGRESS

X (1324) LEVEL 1 8' - 0" 2' - 6" 6' - 4" Double Hung with Trim-4 EGRESS

X (1324) LEVEL 1 8' - 3" 2' - 6" 6' - 4" Double Hung with Trim-4 EXISTING



X (1324) LEVEL 1 8' - 3" 2' - 6" 6' - 4" Double Hung with Trim EXISTING

X (1324) LEVEL 1 8' - 3" 2' - 6" 6' - 4" Double Hung with Trim EXISTING

X (1324) LEVEL 1 7' - 0" 3' - 0" 3' - 0" Double Hung with Trim-4

X (1324) LEVEL 1 6' - 10" 3' - 0" 6' - 8" Fixed with Trim

1/4" = 1'-0"2

1324 BURNETT ST. - LEVEL 1 -DEMOLITION PLAN



(1324) LEVEL 12' - 4 1/2"

(1324) TOP PLATE11' - 9 1/2"

GROUND0' - 0"

(1324) (E) ROOFHEIGHT

20' - 5 1/2"

(1324) LEVEL 12' - 4 1/2"

(1324) TOP PLATE11' - 9 1/2"

GROUND0' - 0"


20' - 5 1/2"


(1324) LEVEL 12' - 4 1/2"

(1324) TOP PLATE11' - 9 1/2"

GROUND0' - 0"


20' - 5 1/2"


(1324) LEVEL 12' - 4 1/2"

(1324) TOP PLATE11' - 9 1/2"

GROUND0' - 0"


20' - 5 1/2"


Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/4" = 1'-0"

A2.1

1324 BURNETTST. - EXISTINGELEVATIONS

P1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/4" = 1'-0"1

East

1/4" = 1'-0"2

North

1/4" = 1'-0"3

South

1/4" = 1'-0"4

West




(NO CHANGE ON THIS ELEVATION)

(1324) LEVEL 12' - 4 1/2"

GROUND0' - 0"

(1324) ROOFHEIGHT

20' - 6"

(N) LANDING

(NO CHANGE IN THIE AREA)

(N) LANDING

(1324) LEVEL 12' - 4 1/2"

GROUND0' - 0"

(1324) ROOFHEIGHT

20' - 6"

(NO CHANGE IN THIS AREA)

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/4" = 1'-0"

A2.2

1324 BURNNETST. -

PROPOSEDELEVATIONSP1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/4" = 1'-0"1

(1324) NORTH ELEVATION 1/4" = 1'-0"

2(1324) EAST ELEVATION

1/4" = 1'-0"3

(1324) SOUTH ELEVATION 1/4" = 1'-0"

4(1324) WEST ELEVATION



D WH

DW

REF.

UP

23

' - 1

0"

35

' - 1

0"

3' - 0"

23' - 0"

20

' - 5

"1

5' -

5"

KITCHEN

OPEN LIVING

CLG. HT. = 10' - 0"

1/2 BA

12

' - 0

"

2' - 0"

3' - 0"

2

1

3

7

1

6

TEMPERED

H.B.

H.B.

GV

GAS METER BELOWELECTRICAL METER ABOVE

ON DEMAND

BOILER BOARD

WATER HEATER

SCUPPER

SCUPPER

36" HANDRAIL19R @ 7", 18T@11"

ELE. SUB-PANEL

2

REF. NTRUE NORTH

5

3' -

2"

3' -

6"

3' - 6" 7' - 8" 4' - 4" 5' - 5"

W/D

20' - 0"

10

' - 6

"

PARKING SPACE

3' -

0"

4

20 MIN. DOOR5/8" TYPE "X" GYP.

26' - 0"

23' - 0"

11' - 4" 10' - 4"

20

' - 1

0"

2' -

0"

9' -

0"

3' - 0"

MBR

BA

MBA

BR

BR

CLG. HT. = 10' - 0"

10' - 0"

7' - 0"

15

' - 0

"

3' - 10"

10

' - 0

"5

' - 0

"

35

' - 1

0"

10' - 0"

3' - 3"

7' - 7"

2' -

0"

5' -

8"

11

10

9

12 13

14

15

17

19

16

21

18

4

5

7

8

EGRESS

EGRESS

EGRESS

TEMPERED

TEMPERED

8

9

10

11

1213

14

15

CL

CL

CL

ALARM SIGNAL

1' - 6"

1' - 2"

SCUPPER

SCUPPER

TEMPERED

22

LINE OF EAVE BELOW

20

3DN

6

42" GUARDRAIL

SKYLIGHT36X36

SKYLIGHT36X36

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/4" = 1'-0"

B2.0

1322 BURNETTST. - FLOOR

PLANSP1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/4" = 1'-0"1

(1322) - LEVEL 1 1/4" = 1'-0"

2(1322) LEVEL 2

(1322) Window Schedule

Mark LevelHeadHeight Width Height Family Comments

1 (1322) LEVEL 1 8' - 0" 3' - 0" 4' - 0" Casement with Trim

2 (1322) LEVEL 1 8' - 0" 5' - 0" 2' - 0" Slider with Trim

3 (1322) LEVEL 2 9' - 0" 3' - 0" 6' - 0" Fixed with Trim

4 (1322) LEVEL 2 0' - 0" 3' - 0" 2' - 0" Fixed with Trim TEMPERED

5 (1322) LEVEL 2 8' - 0" 3' - 0" 6' - 0" Double Hung with Trim


7 (1322) LEVEL 2 8' - 0" 3' - 0" 6' - 0" Double Hung with Trim EGRESS


9 (1322) LEVEL 2 8' - 0" 3' - 0" 6' - 0" Double Hung with Trim EGRESS



12 (1322) LEVEL 2 8' - 0" 5' - 0" 2' - 0" Fixed

13 (1322) LEVEL 2 8' - 0" 4' - 0" 2' - 0" Slider with Trim TEMPERED


15 (1322) LEVEL 2 9' - 0" 4' - 0" 2' - 0" Slider with Trim TEMPERED

16 (1322) LEVEL 2 9' - 0" 2' - 0" 2' - 0" Fixed


18 (1322) LEVEL 2 5' - 6" 3' - 6" 3' - 6" Casement with Trim EGRESS





23 (1322) LEVEL 2 3' - 0" 3' - 0" Skylight

24 (1322) LEVEL 2 3' - 0" 3' - 0" Skylight

(1322) Door Schedule

Mark Level Width Height Comments

1 (1322) LEVEL 1 3' - 0" 8' - 0"

2 (1322) LEVEL 1 2' - 6" 8' - 0"

3 (1322) LEVEL 1 16' - 0" 8' - 0" TEMPERED

4 GROUND 8' - 0" 8' - 0"

5 (1322) LEVEL 1 2' - 8" 8' - 0" 20 MIN. DOOR

6 (1322) LEVEL 1 2' - 6" 8' - 0"

7 (1322) LEVEL 1 2' - 6" 8' - 0"

8 (1322) LEVEL 2 2' - 6" 8' - 0"

9 (1322) LEVEL 2 7' - 0" 8' - 0"

10 (1322) LEVEL 2 2' - 6" 8' - 0"

11 (1322) LEVEL 2 6' - 0" 8' - 0"

12 (1322) LEVEL 2 2' - 6" 8' - 0"

13 (1322) LEVEL 2 2' - 6" 8' - 0"

14 (1322) LEVEL 2 2' - 6" 8' - 0"

15 (1322) LEVEL 2 2' - 6" 8' - 0"



14

' - 6

"1

0' -

8"

GROUND0' - 0"

(1322) LEVEL 211' - 8"

(1322) TOP PLATE21' - 8"

21

' - 8

"

23

' - 8

"

(1322) LEVEL 10' - 8"

(1322) MAX HEIGHT25' - 2"

(1322) AVG. HT.22' - 2"

PAINTED HARDIE BOARD

GROUND0' - 0"

(1322) LEVEL 211' - 8"

(1322) TOP PLATE21' - 8"

10

' - 8

"1

4' -

6"

CLR. STAIN. CEDAR SHIPLAP SIDING

(1322) LEVEL 10' - 8"

(1322) MAX HEIGHT25' - 2"

(1322) AVG. HT.22' - 2"

Scale

Project number

Date

Drawn by

Checked by

Stamp:


1/4" = 1'-0"

B2.1

1322 BURNETTST. -

ELEVATIONSP1324

JULY 31,2014

SCN

NS

BE

RK

ELE

Y, C

A 9

4702

1322 &

1324 B

UR

NE

TT

ST

RE

ET

1/4" = 1'-0"1

(1322) EAST ELEVATION 1/4" = 1'-0"

2(1322) NORTH ELEVATION

1/4" = 1'-0"3

(1322) SOUTH ELEVATION 1/4" = 1'-0"

4(1322) WEST ELEVATION

ALUMINUM WINDOW

PAINTED HARDY BOARD

CLEAR STAIN CEDAR SHIPLAP SIDING



3djh ri planning submittal set...reet planning submittal set july 31,2014 abbreviations project...

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