HomeMy WebLinkAbout1104 Vancouver Ave - PlansGENERALNOTES
iTISiHCINTF.NTOfiHESECONTMCipOCUMEN�STOESTABLISHNHIGHOUFLI�'YLtVELOF CNRPENTRT
MATERIAL AND WORKMANSHIP, BUT NOT NECESSARILY TO NOTE PND CFLL FOF EVERY IiEM OF WORK i0
BE DONE HNV ITEM NOT SPECIFICALLY NOiEO 6Ui OEEMtI) bv Int nHt:t�IIECI i0 BE NECESSPRv FOR LL BE OOUGLAS FiR LARCII �CO�SL R[GION). GRA�E� RND MhRXE� IN
SATISFAGTORVCOMPLETIONOFTHEWORNSHA�LBEACCOMG�ISHED9YTH[CONTfiACTORINAMANNER NCCOROANCEWITHTHESTANDAROGRRDINGRULF.SNUM6ERi60FTHEWESTGOASTLUMBER
CONSISIENT WITM iME OIIALITV OF WORN Y1�TMOUtA001TIONNL [:OS� i0 TMF OWNER. NL� MAiEftIHLAN� INSPECTION BUFEAU AND TNE hMERICAN INSTITIITE OF TIMBEft CONSTRlICT10N STqNpHPp FOR THE
METHODS OF INSTALLFTION SHALL BE IN ACCORDANCE NATH INpU51'RY STANOAftDS MANUFACTURER'S OESIGN OF STRIICTl1ftAL TIMBER FRAMING
RECOMMEN�flTONSANDCO�ERE4UREMENTS
POSTS NND BEAMS NO I GRAOE
VvORK UNDER T IS CONTRNCT 5 L CLUOE F THOPOUGN REV EW O� A.. f] WI G
eooF�oisrsrsrFFerveAs NoicanoEum�essNolEoorHeav�nse
OC..FI,TNGI. � ONSn.NTf1SfREP➢NCIES�R!]IFFFENr,ESWI N� JOST$ANQRAFf�RS NO2GRNDE4NLESSNOTEDOTHERIMSE
1f OltCllC1lTIONC� �CCU iC11i6 ULi BE RE�CFlT60 T�J THC C�NMCfi � E!i'[ ���� E. i. i. r ST1105 PLATFS R SILI S NO 2 fRHOE f1R BFTTER
UR t0 i E START Of ONSTRU T ON iHE FN LURE GF TME CGN RAC �R i0 SE MGG F CA� ON OR OTHER MEMBERS NO 2 GRPOE OR BETTEF
fM N.F. Ff.f,HFO NC F[IISCREPANC,V SHAI l f.[1NSTITIITF AS FIILL Af fEPTFNf.F �F THF �f1N�ITI�N IN SILLS 8 CURBS WIIN 12' OF GRADE NO 2 GRA�E WI PRESERVNTIVE TREATMENT
O1IESTIONBVTHEGONiRpGTORTMECONiFh(:iJRSHRLLASSl1MENE5PONSiBiLi�rFpriH�LWUHN GLUWVIBETMS �%GMOE2aiVefbPS'iMFLC.�.GnN
�FPICTED 9Y THE CONTRACT DOCUMENTS REGAROLE55 OF VJHETMER THE SUBCONTRACTORS AGIiEE AS OF GRADE 2aFV0 GOF CRNTILEVER SPqN
T04VHOSF Jl1FIS�ICTION CERTAIld hREAS OF THE SCOGC OF W01tH hRE UN�ER
2 IISE GLAS FIR PLYWDOD IN CONFOPMANCE W1TM iME U 5 COMMEFCIAL STANDARO P5� � fOR
DOU
J iHE CONTRACTOR NND AlL SUBCONTRRCTORS SHALL COMPLY FULLY WITH TNE Ct1RRENT PLYNAO� GRAOE FNO iHICKNE55. SEE FLOOR. SNEAR WRLL ANO ROOF SHFAtHING SCHEOULES
FEOt110.EMENTS OF ALL LOCAL AND STHTE REGUUITIONS GOVERNING THE PROJ[CT WOFK PN� SMALL COMMON USES NRE C�O. C�C OR STRUCTURAL II GRR�E
PAYFORqNDOBTAINA�lREOUIREDPERMITS.FEES.LICEN5E5.AN�INSPECTIONSREOUIRED ALL
CONSTRIICTiON SMNLI BE IN FULL COMPLIANCE WITH RELEVANT MUNiCiPAL CODES STAiE FNO LOCAL ROOF SHEATHING DFPF C�-E%tER10R, I D. 24/0
FIRE CO�ES iME 2019 EOI fION OF THE CALIFORNIH BUILOING CODE �C6C1 PLUMBING CODE (CPC�. WALL SHEATHING DFPA C��E%TERIOR. I O 32/1G
MECHANICALCO�EiCI.IC) ELECTRICALCODE(CEC� FIRECOOE�C�C� RC':IOLNTIPLCO�EICfYC�.GREEN
BIIILDIN6 COOE ICGBCI AND THE ENERGY CODE �CEC� FOft STATE CO�ES 5EE J. PROVI�E FULL BENRING AT SUPPORiS. 3" SOLID BLOCKING AT SUPPOflTS UNOER PARTITIONS AT
VvVuW &SC CA GpViCO�ES ASPX FOR CITV OF BURLiNGhM[ CO�[5 �NO fVEGUTATIONS. SEE ANGLE TO JOi5T5 PROVI[lE SOIi� BLOCKING Ai MI�SPPN FOR SPpNS B FT T(1 �6 FT FOR �REATFR SPANS
NTTPS�MMNVBURLINGAMEOFG/OEPFRTMENTSIOUILDINGiCO�ES AND REGULATIONS.PHP SPqCINGSHALLNOTEXCEE09'-0" OMITBLOCKINGFORROOFANOCEILINGJOISTSBINCMESr1N�UNDE0.
IN �EPTH AN� FOR FLOOR JOISTS NMERE GVPBOARD CEILING FRAMING IS ATTACHE� OIRECTLV i0
LL SPECiFICATiONS THNT ARE PROPRIETARY SMAIL REQUIflE THF CDNTMCTOR TO INSTH�I THE IJNOEft51DE OF JOISiS. USE DOU9�E JOISTS 11NDER ALL PAftTITI0N5 PqRqLLEL TO JOISTS
E%ACT BRAND OR MhNUFFf,TUREft SPECIf IED IINlE55 WRITTEN FUTHORIZATION TO Sl1B5TITUTE IS
OBTAINEO FftOM THE ARCHItECT PRIOR i0 iNE START OF CONSTRUCTION < USE SINGLE BOTTOM PIATE PND WU6�E TOP PIATE UNLESS OTHERNASE NOTEOOR SMONM
STAGGER JOINTS IN IIPPER AND IOVJER MEM6ERS OF TOP PLATES NOT LE55 THAN 4'�0" SPLICE iOP
5 THE CONTRACTOR WILL BE E%PEClGU �O PATCM FEPhIR ANO REFINISH ALL E%ISTING SURFACES P�TES NS PEft SThNOH0.0 TOP PLATE SPLICE DETRILS
THAT ARE PHRT OF THE StIfiFRGES CREPTED BY TME NEW WUftN IF EXISTING AOJACEN� SURFACES ARE
FOl1ND UNSUITNBLE TO PROPFRLT RECEIVE FINISHES NS RE�UIREO, THE CONTRACTOR SHALL NOTIFV 5 PROVIDE A ftOW OF SO�ID BLOCNING AT MID-HEIGHT FOR WALLS t0 FT HIGH NNO TALLER
TIE OWNER OR OWNER'S RFPFESENTATI VE PRIOP?O COMMENCING THE WORK OR IT IMLL BE NGREED
THECONTRACTORNASACCEPTEDRESPONSIBILITYFOftTHEWORKRE�UIREOTOACHIEVEPROPER 6 11NLE550TMERVJSENOTEDONSCHE�ULES.PROVIDE5ILLPLATEANCMORBOLTING@d'�0"OC WITH
FINISHES ON ALLADJNCENT SURFACES ONE BOLT NOT MORE THAN 121NCHES FftOM EN� OF SI�L PLATE. PROVIDE MINIMUM OF 2 BOLTS PER
SECTION OG PLATE MINIMIIM BOLT S�ZE SHPLL 9E 5/9" DIAMETER ANO �O INCHES LONG WITH MINIMUM'
fi ITSHALL9ENSSUMEDiHATTHECONTRACTORANDHI55U9CONTRACTOR5RRE5UFFICIENTLV INCHIMBE�MENTFNOSTEELWFSHERS
E%PERIENCE� TO 9E CONSIDERE� OUALIFIED IN THEIR RESPECTNE WONK RESPONSIBILITIES TME
CONTWICTORSliRLLINSURETHqTiHEaNMEl:FECEIVESACCE�TABLEWOftNMFNSHIPCOMMONTOI'NE � SHEATHiNGiSTO9F.STAGGEREOWHEREPOS518�EPROVIOEFIILLBEARINGRTNI.LEDGESIN
INDUSTRYFROMFLLSl1tiCONTRACTOftSANDMATERIAlSUPPLIERSAN�I5RE5PON51BLEFORMIRING GENERAL.AfiIIfPICENTEflIiNEOFOEARING NNILPER�ETRILORSCHEDIILE
�UNLIFIEO STAFF PEft50NNEL ANO/OR SIIBCONTRACTORS PS NEGESSFHT
8 WOOOPN�LAGSCREN55HALLBESCREVJEDANDNOTORIVENINTOPLqCE BEFOftEPIACEMENTOF
THE CONTRACTOR IS FESPONSIBLE FOR THE PROTECTiON O� THE WORI( iHOUGH COMPLETION AND SCRENS THE HOLES SHPLL 9E 90RED TO THE SAME DIAMETER ANO DEPTH OF THE SCREW SHFNK THE
SHALL REPLACE OR REPRIR N�L DFMr1GE0 WORN NOLES FOR TME THREAOED GORTION OF TNE SCREWS SMA�L BE BORED WITM A BIT NOT LARGER THAN
TME OIFMETER OF THE BASE OF TME iHREAO
8 THE CONTqACTOR SHHLL VERIFV TNE LOCATION OF ALL E%ISTING UTILITIES SO THFT THE 1hVRK MAY
PROCEEOSAFELYANDCOORpINFTEOFMONGFLLSUBCONTR4CTORSANOPEF50NNELINVOLVEO THE 9 A��FRAMINGHNROWARETOBE"SIMPSONSTRONGTIE"ORE011h�
CONTRACTOR SHALL NOTIFY tHE OVJIJER OR OWNER'S REPRESENiATIVE IN NDVANCE Of RNV WORN
REOUIREDBYPl18lIClITILITVENTITIESTHATWILLAFFECTTHECO5TOR5CHE0ULEOFTHEVJORK 10 RLLNPILSSNALLBECOMMONWIRENAILSOFSTANDAF�LENGTHIINL[SSOiNEli�MSFN�tE�ON
oanwiHcs
9 THECONTMCTORSHALLMEETALLOSHAREOLIIREMENTSANDMNINTAINFSAFEWORKINGCLIMATF
FOR NLL PEFSONNEI-AN� OCCUPANTS DURING THE ENTIRE PROJECT TME JOB SITE IS TO BE KEPT MISCELLANEOUS
ORDERLY ANO AS CLEAN NS POSSIBLE �URING ALL CONSTPUCTION ACTIVITIES
FLL FOOTINGS SHALL BE FOUNOEO ON UNDISTURBEO NATNE SOII ALl IOOSE MRTERIALS SHFLL BE
�0 IN THE EVENL OF N CONFLICf WITHIN THE CONTRACT �OCUMENTS THE SPECIFICATIONS THEN THE REMOVED FftOM SURFACES TO NMICH FOOTING IS TO 0E FOUREO PRIOR t0 COMPHCTION
SPECIFIC NOTES HN� �ETAIL$ SNPLL TAKE PHIORITV OVER �HE GENERAL NOTES AND ORAWINGS NATN
REGHR�iOCORRECtINTEPPRETATIONTNECONTRHCTOFSHOULDBFINGhNTAPPARENTCONF�ICTTO 3 ROOFVENiINGSMALLOEhMINIMUMOFt1500FRDOFARFA(CROSSVENTILATIONEITHEaBVWqTOF
THE NTTENTION OF iHE NRCHITE(;T iMME01AiELT BEFORE PftOCEE�ING IMTH TNE WDRN FHILURE TO DO PERFOPATEO EAVE BLOCNING YNTH MESH SCREENS OR ROOF VENT UNITS)
50 WILL RESULT IN LIAUILITT ON 1 HE t;ON I12�CTOR'S VARi
3 CONTRACTORTOPROVIOECIEAN-UPOFALLCONSTRUCTION�EBftISAN0015PO5E0FPROPERLY
PURSUANTTO LOCALOROINANCES
PROJECT DATA
SCOPE OF WORK
JOBADDRESS:
1104 VANCOUVER AVE., BURLINGAME, CA 94010
ZONING INPORMATION: LOT 16 BLOCK 37 EASTON ADD'N.
ZONING� R1, LOW-DENSITY RESIDENTIAL
LOT SIZE 6,000 S�. FT. (50' x 120')
SETBACKS�. REQUIRED PROPOSED
FRONT (SOUTH): 20'-0" 20'-0"
REAR (NORTH)�. 20'-0" 0'
RIGHT SIDE (EAST): 4'-D" 0'
LEFT SIDE (WEST)� 4'-0" 31'-6"
FLOORAREAS�. EXISTING PROPOSED
GARAGE/ADU: 532 SF 768 SF
SECOND FLOOR�. 1804 SF NO CHANGE
FIRST FLOOR� 901 SF NO CHANGE
CONSTRUCTION TYPE� V-B V-B
OCCUPANCY: R-3 R-3
NO. OF DWELLING UNITS: 1 2
NO. OF STORIES�. 1 NO CHANGE
HEIGHT OF BLDG.� 15'-0" NO CHANGE
LIST OF DRAWINGS
A-1.0 PROJECT DATA, GENERAL NOTES, SITE PLAN, SCOPE OF WORK
A-2.0 EXISTING 8 PROPOSED FLOOR PLANS
'A-3.0 EXISTING EXTERIOR ELEVATIONS
A-3-1 PROPOSED EXTERIOR ELEVATIONS
GARAGE (ACCESSORY BUILDING):
RELOCATE & REBUILD GAR4GE
CONSTRUCT ACCESSORY DWELLING UNIT (ADU) AT REAR OF GARAGE
TWO COPIES OF GREEN BUILDING MANDATORY MEASURES CHECKLI
WILL BE PROVIDED WITH SUBMITTAL OF PLANS FOR BUILDING CODE
PLAN CHECK.
THIS PROJECT SHAIL COMPLY FULLY WITH THE 2019 EDITION OF THE
CALIFORNIA BUILDING CODE (CBC). RESIDENTIAL CODE (CRC), FIRE
CODE (CFC), GREEN BUILDWG CODE (GBC), ENERGY CODE (CEC),
MECHANICAL CODE (CMC), PLUMBING CODE (CPC) AND ELECTRICAL
CODE (CEC) WHICH ADOPT AND AMEND THE BC, IFC, UMC, UPC AND
THE NEC, AND ALL BURLINGAME CODES, REGULATIONS AND
AMENDMENTS TO THE CALIFORNIA CODES.
LOCATION MAP
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03/30/22 PA
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CITY OF BURLINfaAM�
CDD-Pi.Ai�J1+11NG DIV,
UPPER FLR. ELEV. +11.0'
LOWER FLR. ELEV. +p.0'
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TRUE REFERENCE ��E) WALL TO REMAIN
N� NGT �_______� (E) WALL TO BE REMOVED
i i �i � + OVERHEAD CONSTRUCTION
`�j� � (N) WALL TO CONSTRUCT
4' 0' 4' 8' �(N) 1 HR. WALL TO CONSTRUCT
�
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L. A.
ASSOCIATES
ARC H RECTUREIPLANNING
t t0 C�ARLOS STREET
SAN AFAEL. CA 949a3
TEL (415)922-9282
eAm'A te5)30fi-]394
a I paul@Orotli9Y net
LARRY A. PAUL. AIA
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DATE 02.2222
SCALE. V8"=1'-0"
JOB NO.� 2211
SHFFf
A-1.0
SHEETS
- 120'
____'__ _____________—____
—__—__—__—__—_�—_
1 QO b (E) 6' H WOOD FENCE
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2 GARAGE ROOF PLAN - EXISTING & DEMO
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___ ___ KITCHEN_______ _ _ ___
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GENERALNOTES
A. ALL ANGLES NOT 90° SHALL BE 45' UNLESS
OTHERWISE P14TED.
B, (N) 51-AIF2WAY5 SHALL COMPLY Wll H C6C SEC.10Y 1
C. GLAZING SUBJECT TO HUMAN IMPACT SHALL BE
SAFETY TEMPERED AS PER CBC SEC. 2406.
D. BEDROOM WINDOWS SHALL HAVE AT LEAST ONE
OPtRABLE WINDOW dR EXTERIOR DOOR
APPROVED FOR EMERGENCY ESCAPE OR RESCUE
PER C8G SEC. 1006 AND 1p30 lNET GLEAR
OPENABLE AREA OF 57 S.F., MIN. 24" HEIGHT AND
MIN. 20" WIDTH)
E. ALL NEW EXTERIOR WINDOWS ARE TO 8E DOUBLE
GLA2EDiMIN.j
F. PROVIDE WEATHER-RESISTIVE BARRIER AT ALL (N)
EXTERIOR WALLS. PER CBC SEC. 14022.
G. TCRMINATION OF ALL (N) ENVIRONMENTAL AIR
DUCTS SHALL BE A MINIMUM AT 3 FEET FROM THE
PROPERTY LINES OR ANY OPENINGS INTO THE
BUILDING (I.E., DRYERS, KITCHEN HOOD. BATH AND
UTILITY FANS, ETC.. MUST BE 3 FEET AWAY FROM
DOORS. WINDOWS, OPENING SKYLIGHTS OR ATTIC
VENTS). CMC SEC. 504.
H. CARBON MONOXIDE 8 SMOKE DETECTORS SHALL
BE INSTALLED IN ALL (N) AND (E) BEDROOMS AND
HALLWAYS ACCESSING SLEEPING ROOMS AND ON
EACH STORY AND SHALL SOUND AN ALARM
AUDIBLE IN ALL SLEEPING ROOMS IN ACCORDANCE
WITH CBC SEC. 907, 915. IN NEW CONSTRUCTION,
HARD-WIRE REQUIRED, EXISTING CONSTRUCTION
ONLY BATTERY POWERED REQUIRED.
DEMOLITION NOTES
A- Contractor shall carefully check the stability of all
elements of the building before doing any work on or
demolition to the existing structure. The contractor shall
brace or strengthen any poRions of the siructure that may
be weakened by demolition or construction activities. The
contractor shall be responsible for jobsite safety and
preservation of existing construction not to be demolished.
B- All demolition and removal work shall conform to all
applicable codes and regulations, Including 38.0, Chapter
44 and A.N.S.I. A10.6-1983 "Safery Requirements for
Demolition The Contractor shall bear sole responsibiliry
for ldentifying, testing and disposing of any hazardous
materials enwuntered in the demolition process in
accordance with all cotles, ordinances and regulations.
C. Removal of any Item listed on the Demolition Schedule
inclutles all components associated with that item.
Removal of wall fnishes, floor finishes, and ceiling
fnishes includes all material down to framing, ezterior
sheathing or subFloor.
REMOVE DOOR" includes door, hardware, trim, sill
flashing, etc. unless otherwise noted). "REMOVE WALL"
includes framing, sheathing, exterior finish, interior finish
and foundation unless othervvise noted.
D. Contractor shall verify with owner or architect any item
to be salvaged antl reused. Damage to any such item will
be the sole responsibility of the contractor.
E. Contractor shall notify architect immediately any
discrepancies belween ezisting conditions and
REFERENCE NOTES
1. LAVATORY WI FLOW RESTRICTOR FIXTURES
2. LOW FLOW TOILET - 1.28 GPF
3. TUB/SHOWER WI FLOW RESTRICTOR FIXTURES
4. SHOWER ENCLOSURE OR CURTAIN ROD
5. MTL. TRANSITION STRIP AT FLOORING CHANGE
6. LWE OF SHELF AND POLE ABOVE
7. LINE OF CONSTRUCTION ABOVE
8. VENTILATION FAN (80 CFM MIN. 8 2.0 SONES
MAX.) VENTED TO EXTERIOR
9. GAS FURNACE - PROVIDE COMBUSTION AIR &
VENT TO EXTERIOR PER CODE
10. ALL LIGHTS TO BE HIGH-EFFICACY,
FLUORESCENT OR HAVE DIMMERS OR
OCCUPANCYSENSORSWITCHES
11. CARBON MONOXIDE & SMOKE DETECTORS -
BATTERY POWERED IN EXISTING
CONSTRUCTION AND HARD-WIRED IN NEW
CONSTRUCTION.
LEGEND
�� (E) WALL TO REMAIN
�_______� (E) WALL TO BE REMOVED
J� t OVERHEAD CONSTRUCTION
.J� (N) WALL TO CONSTRUCT
�� (N) 8" ACOUSTIC WALL TO CONSTRUCT
�� (N) 1 HR. WALL TO CONSTRUCT
TRUE REFERENCE
N� NORTH
/ I \\
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a� o� a� s�
� ��...
� SIDE ELEVATION - WEST
1/a'=1'-0
t:OMP SHINGLEROOFING
SiUCCO5101NG fTYP 1
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— wooe vmiorn�F frvr �
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WOOD FRENCn WOR
ALtIMINIIM GHRAGE DOOR —
3 SIDE ELEVATION - EAST
� i4"=�'-o.,
2 FRONT ELEVATION - SOUTH g
���,._�._o.,
4 REAR ELEVATION - NORTH E
, i4 �_, --o-• _
F
�
E
4' 0' 4' 8'
�
LEGEND -
�� (E) TO REMAIN
�------_� (E)TO BE REMOVED
+ + OVERHEAD CONSTRUCTION
�� (N)TO CONSTRUCT
R[VISIONS BV
03/29/22 DD
04/20/22 PA
/ I
—
—
L. A.
ASSOCIATES
ARCMITECTUREIPLAN NI NG
O CARLOS STREET
SAN RPFAEL. CF 94903
TEL(415)922�92B2
�NX �9151306-]394
e mail I a Oa�il�prodigy nel
LARRV A. PAUL, AIA
SEO AR�
��, , ��„, o,�
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DATE�. 022222
SCALE 1/4••=1•0••
JOB NO�. 2211
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LEGEND
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REVISIONS BV
03/29/22 DD
04/20/22 PA
, I
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L. A.
ASSOCIATES
ARC MITECTU REIP LANNI NG
110 C:ARI_CJS STREET
SAN RAFAE� l'q 9q903
TEL (4 t 5)922-9282
FAX (415�]06-�394
e mail I a pa�I�proOigy.ne�
LARRY A. PAUL. AIA
SEO ARCjy
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DATE�. 022222
SCALE�. 1/4"=1'-0"
JOB NO 2211
SHEET
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