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Home My WebLink About1532 Carol Avenue - PlansJ � 1532 CAROL AVE. BURLINGAME, CA ABBREVIATIONS ACOUS. ACOUSTICAL DIA. DIAMEfER GA. GAUGE MISC. MISCELLANEOUS RM. ROOM UNF. UNRNISHED ADJ. ADJUSTABLE DIM. DIMENSION GALV. GALVANIZED MTD. MOUNTID R.O. ROUGH OPENING IJ.N.O. UNLESS NOTED A.F.F. ABOVE FINISH FLOOR DN. DOWN G.I. GALVANIZED IRON MTL MEfAL OTHERWISE AL. ALUMINUM DP. DEEP GL. GVSS S.B.N. SURFACE BULLNOSE APPROX. APPROXIMATE DR. DOOR GYP. GYPSUM (N� NEW S.C. SOLID CORE V. VOLT ARCH. ARCHITECNRAL DTL DEfAIL N.LC. NOTINCONTRACT S.C.D. SEECNILDRWGS VERT. VERTICAL A.C. ASPHALTIC CONCRETE DS. DOWNSPOUT H. HIGH NO. NUMBER SCHED. SCHEDULE DWG. DRAWING H.C. HOLLOW CORE NOM. NOMINAL SECT. SECTION W. WIDE BD. BOARD DWR. DRAWER HDWE. HARDWARE N.TS. NOTTOSCALE SH. SHELF W/ WITH BLDG. BLK. BLKG. BM. BOT. CAB. CEM. CER. C.I. CLG. CLO. CLR. C.O. COl CONC. CONf. CTSK. CTR. DBL. DEPT. D.F. BUILDING BLOCK BLOCKING BEAM BOTfOM CABINET CEMENT CERAMIC CAST IRON CEILING CLOSEf CLEAR CLEANOUT COLUMN CONCREfE CONTINUOUS COUNTERSINK CENTER DOUBLE DEPARTMEM DRINKING FOUNTAIN Ef�. E.J. ELEV. ELEC. EQ. EQMT. �EJIX4ST EXT. E.W.C. F.D. F.G. FDN. FIN. FL. FLUOR. F.O.C. F.O.F. F.OS. Ff. FUT. EACH IXPANSION JOINT ELEVATION ELECTRICAL EQUAL EQUIPMEM IXISTING IXfERIOR ELECTRIC WATER COOLER FLOOR ORAIN FINISH GRADE FOUNDATION FINISH FLOOR FLUORESCENT FACE OF CONCREfE FACE OF FINISH FACE OF SNDS FEEf OR FOOT FUiURE H.M. HOLLOW METAL HORIZ. HORIZOMAL O/ OVER HR. HOl1R O.C. ON CENTER HT. HEIGHT O.D. OUTSIDE DIAMEfER OFF. OFFICE I.D. INSIDE DIAMEfER OPNG. OPENING INSUL. INSULATION OPP. OPPOSffE IM. IMERIOR P.L PLASTIC LAMINATE JAN. JANITOR PL PLATE JT. JOIM PLlST. PLASTER PLYW�. PLYWOOD KR. KRCHEN PR. PAIR PT. POINT L4V. UVATORY P.T. PRESSl1RE TREATED LT. LIGFR P.B. PLANTER BED MAX. MAXIMUM RI. RISER MECH. MECHANICAI �D. RADIl15 MEMB. MEMBRANE R.D. ROOF DRAIN MFR. MANUFACTURER REF. REFRIGERATOR MIN. MINIMUM REp'D. REOUIRED SFff. $IM. SPEC. SQ. $SK. SS.D. sro. STSTL STL. STOR. STRUCT. SUSP. TEL. TEMP'D. THK. TLT. T.O.C. �. T.S. NP. $HEEf SIMIUR SPECIFICATION SQUARE SERVICE SINK SEE STRUCT. DRWGS STANDARD STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED THICK TOILEf TOP OF CONCREfE TREAD TOP SEf NPICAL W.C. WD. W/O W.P. W.R. Wf. a L � c� 0 O/ n § WATER CLOSEf WOOD WITHOUT WATERPROOF WATER RESISTANT WEIGHT AND ANGLE AT CEMERLINE DIAMETER OVER POl1ND/NUMBER SECTION VICINITY MAP 'eJl � ..;O�r.al Ed��_aUc - en. Q �:i ��ui - - �. � aJ�� Q� P� a , s� . w �..�vdne� h .. vo, _ �<�� aau�; s. �..,, �_� �} � T`•,• ^ h� ca„�. �32 Ca:l .4ve. � Ad a�rF�nyamecasnaio - � �:nq Paie � . � SITE PLAN I Scn�: i /a = i -0^ GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED TO COMPLY WffH ALL APPLICABLE CODES.ORDINANCES, REGULATIONS OR ORDERS OF PROPERLY CONSTITUTED AUTHORITIES HAVING JURISDICTION OVER THE WORK OF THIS PROJECT. THE CONTRACTOR SHAIL IXAMINE iHE CONTRACT DOCUMENTS FOR CONFORMANCE WIiH THESE CODES AND REGULATIONS, AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. W RITfEN DIMENSION$ $HALL TAKE PRECmENCE; DRAWINGS ARE NOT TO BE SCALE�. ALL DIMENSIONS AND EXISTING SRE CONDIf10N5 TO BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES SHALL 8E BROUGHTTOTHE ATfENTION OFTHE ARCHRECT PRIOR i0 THE COMMENCEMENT OF ANY WORK. _' 3. CONTRACTOR SHALL VERIFY THE LOCATION OF AlL Ui1lJTIES PRIOR TO START OF CONSTRUCTION. UTILITIES AFfECTED BY CONSTRUCTION SHALL BE PROTECTED OR CAPPED OFF IN ACCORDANCE WITH APPLICABLE CODES AND UnLITY COMPANIES. THIS IS PROJECT IS CONSIDERED A"NPE I" PROJECT THAT REQUIRES A STORM WATER CONSTRUCTION POIIUTION PREVENTION PERMR. THIS PERMIT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN ADDITION, AN INITIAL FIELD INSPKTION BY THE PUBLIC WORKS INSPECTOR IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCfION WORK ON PRIVATE PROPERTI' OR IN THE PUBLIC RIGHT-0E-WAY. PROJECT DATA PROJECT DESCRIPTION: REMOVAL OF jE� 259 S.F. ONE-CAR DEfACHED GARAGE LOCATED AT REAR OF PROPERTY AND RECONSTRUCTION OF 269 S.F. STRUCNRE FOR AN ACCESSORY DWELLING UNR IN THE SAME LOCATION ON THE PROPERTY. PROJECT ADDRESS: 1532 CAROL AVE. ASSESSOR'S PARCEL NO.: 02&301-070 ZONE: R-1 FLOOD ZONE: NONE HISTORIC STANS: NONE - DEEMED NOT ELIGIBLE f-0R NATIONAL REGISTER OCCUPANCY GROUPS: R-3 CONSTRUCTION: iYPE VB STORIES: SINGLE LOT SIZE: 50' z 120' LOT AREA: 6.000' ALLOWABLE LOT COVERAGE: IXEMPTED FROM LOT COVERAGE ALLOWABLE FA.R.: MIN. 150 S.F. MAX. 850 S.F. FOR 1-BEDROOM IXIS7ING FA : (E� GARAGE TO BE CONVERTED 259 S.F. PROPOSED FLOOR AREA: (N� ADU 269 S.F. SEBACKS IXEMPT FROM SEfBACKS. PROJECT IS IN THE REAR 30% OF PROPERTY HEIGHT LIMIT : MAX 16' TO RIDGE, MAX 9' PL4TE H9GHT PROPOSED HEIGHT: I I'-0" TO RIDGE, T-10" PLATE HEIGHT PARKING REO'D: 1 SPACE UNCOVERED UNLESS WRHIN I/2 MILES OF PUBLJC TRANSR PARKING PROVIDED: NOT REQl11RED TO REPLACE E) GARAGE PARKING SPACE NOADDf�IONALSPACEREQ IRED-ADUISWRHINI/2MILESFROMELCAMINO REAL 8 WARREN ROAD BUS STOP APPLICABLE CODES: 2019 CRGCBC. 2019 CFC, 2019 CPC. 2019 CMC. 2019 CEC PART 3. 2019 CENC PART 6 d 2019 CGBSC AS AMENDED BY LOCAL JURISDICTION. PROJECT TEAM ARCHITECT: STOECKER AND NORTHWAY ARCHRECTS, INC. 4633 OLD IRONSIDES DRIVE, SUITE 130 SANTA CLARA, CA 95054 PH:650-965-3500 CONTACT EMAIL: cynihio�sfoeckerandnorthwoy.com SHEEf INDEX AO TITLE SHEET 8 SRE PLAN AI PROPOSED FLOOR PLAN A2 �E� 8(N� FRON18 REAR IXT. ELEV. A3 IE) 8 �N� SOUTH SIDE IXiERIOR ELEVATIONS A4 �E� & �N� NORTH SIDE EXTERIOR ELEVATIONS ��e�� ' -� ` � ZD21 Ci i Y 0�= BUF�1 !i,jGAME r`J!-�-�" ti��lr:ll�lu D��f "CONSTRUCTION HOURS" W EEKDAYS: 8:00 A.M. - 7:00 P.M. SATURDAYS: 9:00 A.M. - 6:00 P.M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED (SEE CIN OF BURLINGAME MUNICIPAL CODE, SEC710N 18.07.110 FOR DETAILS.� (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS.� CONSTRUCTION HOURS IN THE CRY PUBUC RIGM-OF-WAY ARE LIMRED TO WEEKDAYS AND NON-CRY HOLIDAYS BEPNEEN 8:00 A.M. AND 5:00 P.M. NOTE: CONSTRUCTION HOURS FOR WORK IN hiE PUBLIC RIGHT OF WAY MUSt NOW 8E INCLUDED ON THE PLANS. REV@ONS w�wwcai,w 01K[REVQIOt6 PlAS/911 w.+*e. mo.ew ae �.eie e mo.a�+ s a�� r ea <r w.: � m n e �� o�rm.w�i��ae ' v �o...aaam�oro. ..e.o.w.e� w:m.��re �sa.m,ar s.. .�>wd+wr�mr��.r ��e� � 4633 OIU Ironsitles Or., Sie. 130 SanlaCl�o, CA 95054 650.965.350� vrv+wslaeckarandnorthwoy.com � O Q � Z � Z > U Q � w , � w°Q J Q � � U z � M � 2 � � cn � m �� TITLE SHEEf 8 SITE PLAN scvt AS SHOWN ow.rrt�ar CWM, SBB ioera. 201)8 a�re 12/17/2020 s�r � ,1 � u � 8 � ADU SECTION A-A ADU SECTION B-B Q SCALE:I/4" = 1'{Y � SCALE;1/4" = 1'{f ROOF WITHIN 4'-0" OF DCiERIOR WAIL PARALLEL TO PROPERTY LINE TO BE I-HOUR FIRE RATED. NO PENETRATIONS ALLOWED IN ROOF WRHIN 5'-0" OF IXTERIOR WALL PARALLEL TO PROPERTY LINE. W�__—__—_____ _________ -r , ----------------- , � .�,.,.^^� �, , � ,� � ,� -1 I � � I �� 13:12 SLOPE TYP. � ...........................<......�.................................. ............... �� I I I � PROPOSED ADU REFLECTED CEILING PLAN PROPOSED ADU ROOF PLAN �`'F sc��: t/a• = ra� 2 sc��: vr = ra l<I"/ i' 4 � "'.I _.�u liV';�G SrA�E "-' _'s�r_ _ 6Ai'^ : I �N� A/C UNR-TO BE i INSTALLED ON THE IXTERIOR . OF THE BUILDING, THE NEW '� EQUIPMENT CANNOT IXCEED �"' A MAXIMUM OUTDOOR NOISE —_ LEVEL (DBA� OF �60) DBA DAYTIME (7:00 A.M. - 10:00 PAA.� OR (50� DBA NIGHTfIME � �10.'00 P.M. - 7:00 A.M.) AS MEASURED FROM THE PROPERTY LJNE. � PROPOSED ADU ELECTRIC & LIGHTING PLAN 1 PROPOSED ADU PLAN \J SCALE:1/<" = 1'-0' 1 SCALE 1/4" = 1'-0" WALL LEGEND �E) Dc4 WD.STUD WALL � �N� 2x4 WD. STUD WALL � IN� 2cb WD. STUD WALL RE�pNS MR PUNNINGPI/J! acccxE mow masrmai oe.amo�a.a �+a.aaee.wy+ �aa�e�,.d.��e.�. �ro+rn n u�u. s�.m o�e. ��e �e .m�erei�*�+a �.,��m��m.rae« �.�+sa�..+.. ti�n�a "wm°�. a«`�"ra�s�atir. �swn,or.a�w�..�.. �w�ewoe+a.reaw .�r�o.�em�m�aew��r 4633 Old Ironsides Dr., Sie. I30 Sanfa Clvo, U 95954 650.965.350� .v++wstceckera�dnorfhway.tom � O Q � Z � Z > U QJ wC \ L � O Q J Q � � U z � � � 2 u� � (�i � m OPOSED FLOOR PLAN scuE AS SHOWN CWM, SB8 �oervo. 20��8 i 2/n/2o2o s� Al � � � `� II . II��I d633 Oltl Ironsitles ��., Ste. 130 Santa Clea, CA 950.54 650.965.3500 ,w+wstcecterandnor�hwoy.com (E) COMPOSflION /SPHALT SHINGLE ROORNG (E� PAINTED CEMENT PL4STER � Le� PAINiEO WOOD SIDING PAINTED CEMEM PIASTER TO MATCH HOUSE ;`��r �E) DOORS �� I.' I I. ANDSIDELITES . I� I �� N� � 1 Frst Floor ��, � IXISTING HOUSE PROPOSED ADU � (E� GATE (EJ PAINTED CEMENT PLASTER _ _ �v = . _ �liir7 — — _7 �I.� ',i� NEV610N5 WIE PIAlIaY�fiP1AN OIKKREVBOM @i05/Ef11 P+�bine.m' b w'K��e�e �9p�.b. ��u[n.ee�ff oo�bin0 W bc4T0iM►YUIea �,AqYf/�M�WYMFMbw aFavpw�atlmTds� ��ay, usw �s�d�� ..ieaa.n.o-..�..m.mm�..... �m.se�uoema+a�a .e.nr mm..�.� n w�v aa xe�.w !7 . s_ �. . � 8 1 First Floor +0' J.-1 Grade L PROPOSED ADU L IXISTING HOUSE L SEE ELEVATION 3/A2 �W EAST ELEVATION 2 EXISTING WEST ELEVATION E i3' 1 ` �3 Storage Basemen ��Z EXISTING EAST ELEVATION �STING WEST ELEVATION i r - +-� 1 '�t 1 sc�I - iF �/ � O Q � Z � Z > U QJ w< \ L w O � J Q � = U z � � � _ �, � � � m �,� (E� 8, (N) FRONT & REAR EXT. EIEV. � AS SHOWN oa..wx er CWM, SBB ioe No. 20118 12/17/2020 � A2 �L PROPOSED ADU L 3 ADU WEST ELEVATION SCALE 1/<" = I'-0" I IXSITING GARAGE L IX6TING HOUSE L 0 0 � COMPOSITION SHINGLE ROOFING TO MATCH HOUSE (N) EXTERIOR LIGHiING PAINTED � WOOD TRELLIS PAINTE� WOOD SIDING � - I�III (� i� �� illllllllll� __ �� ;;;,;_ �_ _ __ �I� n -��11.��11.-��11. 3 ADU SOUTH ELEVATION SUIE 1/P = 1'-0' 1 First Floor �„ -1 Gra 2'-10 1 � � � r � � �� . .. �I� '' . - �� , II PAINTED CEMENT PLASTER TO MATCH HOUSE MINI SPLR HEAT PUMP 1 First Floor �� -1 Grade -2'-10 1/7' 1 Frst Floor �„ 1 � IXISTING HOUSE PROPOSED ADU BEYOND L EEECEOA O 3 A3 7 NEW SOUTH ELEVATION � J a ra �L EXISiING GARAGE L �EXISTING SOUTH ELEVATION s�r,a � �, � a� NING PLW 1 dKKREVLWNt 0}pS(Ip11 r+m.a.mmmaa wa..�p,eem„qn wi.s*aawae<.a �e.�:man rmr�+�s nuao.aa.moo.s��aw »r�� .e,. ti�..��e`.... .�n �.� o�w��.ra�».v.*a�r,. �e�m�..�w�...r �.e,�.e,�e��w�'�"' 4633 Old Ironsitles �r_ Sfe. 130 $anfo Clmo, CA 950.54 650.965.3500 .vwwsfoeckerontlnorthwoy.com � Q Z Q Z Z Q J \ � W J � � � 2 � w � Q J � � Q U N M � � O O � o� Q U w L 'Q^ V z J � � m �� (E) & (N) SOUTH SIDE FXTERIOR ELEVATIONS scuF AS SHOWN DRAWNBY CWM, SBB ioe Ho. 20118 wrt 12/17/2020 � A3 � PAINTED CEMENT - PLASfER TO MATCH HOUSE 1 Frst Floor tff' -1 Grade � � � ``_ II � � �❑■ �� I�``` � � � 1 Frst Floor ±p" J�-1 Grade -2-10 1/2 i-z-iu i�z � PROPOSED ADU � � IXLSTING HOUSE � � NEW NORTH ELEVATION � L /��i7I' = i'� �/ � 1 Frst Floor iff' -1 Grade � '2�-�� 7 L IXISTING GARAGE L � I=i � � � 8 � � . 8 � � � � � 1 Frst Floor �„ �,-1 Grade � EXISTING NORTH ELEVATION � � �,. � ,� � a� �«�� aecca�ve�ora m,osrmn � a� �w�.s min �rwn�a� m�u�naa ��aam�we.��,e�e�. a r�..nae�er.. rap. ue..e� pei� w�wf raa��emaf� qn �eP#i�ra4lM.s�ew ne�iwmqv�nb�odM��n 4633 Old Iransides Or..Ste. 130 Sanfa Ci�a, CA 9505< 650.965.350C rnvwsfoeckerandnorthwpy.com � O Q � Z o. Z > U Q Q� LL; � � w � Q �ac� � U z � M � 2 � � cn � m �� (E) & (N) NORTH SIDE EXTERIOR ELEVATIONS � AS SHOWN DRAWN BY CWM, SBB 20118 12/17/2020 A4