HomeMy WebLinkAbout2645 Trousdale Drive - NoticingV �
CITY OF BURLINGAME
AFFIDAVIT OF MAILING NOTICES
STATE OF CALIFORNIA
COUNTY OF SAN MATEO
Erica Strohmeier , being duly sworn, deposes and says:
that she is a citizen of the United States, over the age of 18 years, that acting
for the City of Burlingame on the 8th day of Mav , 2012, she
deposited in the United States Post Office a NOTICE OF REVISED
HILLSIDE AREA CONSTRUCTION PERMIT AND MINOR MODIFICATION,
a copy of which is attached hereto, with postage thereon prepaid, addressed
to the persons listed on the addresses attached hereto and made a part
hereof, to wit:
that said persons are the owners of said property who are
entitled to NOTICE OF REVISED HILLSIDE AREA
CONSTRUCTION PERMIT AND MINOR MODIFICATION
pursuant to the Ordinances of the City of Burlingame that on
said day there was regular communication by United States
Mail to the addresses atta
2645 Trousdale Drive
HILLSIDE AREA CONSTRUCTION PERMIT AND MINOR MODIFICATION NOTICES
13 NOTICES + 11 PC AND CC
2645 Trousdale Drive
Revised HACP and MM Permit Notices
` Parcel OwnerName ' Address {" � . ` { Cit StateZi
025 052 070 Khalil Lakah 2800 Arguello Dr Burlin ame, CA 94010
025 052 090 Gholamali Heris 2644 Trousdale Dr Burlin ame, CA 94010
025 052 100 Valwyn G Fletcher 2648 Trousdale Dr Burlin ame, CA 94010
025 052 300 Woo 2640 Trousdale Dr Burlin ame, CA 94010
025 082 040 Chiu Richard Jr 2637 Trousdale Dr Burlin ame, CA 94010
025 082 050 Jack H Fang 2641 Trousdale Dr Burlin ame, CA 94010
025 082 060 Kevin Liu 2645 Trousdale Dr Burlin ame, CA 94010
025 082 070 Jasmine & Janisse LLC 741 Costa Rica Ave San Mateo, CA 94402
025 082 080 Randall C Schwartz 1720 Toledo Ave Burlin ame, CA 94010
025 082 090 Elmo & Basilia Fatica 1712 Toledo Ave Burlin ame, CA 94010
025 082 100 Rose Sangervasi 1708 Toledo Ave Burlin ame, CA 94010
025 082 110 Yvonne Ya-Fong Lee 1704 Toledo Ave Burlin ame, CA 94010
025 082 210 Gabriel N Diaz 7 Karen Ct Burlin ame, CA 94010
May 7, 2012
13 Notices
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2645 Trousdale Drive - 110' Radius
SCALE 1 : 1,056
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— - - — BAqC OF SIDEWALK - —
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REAR ADDfTION OF 842 S.F.
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CURB LJNE
TROUSDALE DRIVE
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E7fISfING ORIVEWAY CUT
LEGEND
coNsrRucrroH swu.� ca��r cwFowau eux.aNc coo�s (saoa). oi�ac,w o-�aQ+cr
sr�wawus (2ooi) �s wa� ns �wr courm u�o/oR �acu cou�s �wo o�.
, :_ ,�i
hIE CONiRACTOR SFIALL VQtIFY ALL DIAIENSIONS ON iHE DRAWINGS PRIOR TO
COMMENCING WORK. ANY CONFlJCIS OR D6CREPANCIES SHN.L BE BROUGHf TO
THE ATIENTION OF THE ENGMEIIi AND BE RESOLVED BEFORE WOPo( PROCEIDS.
1HE CONIRACTOR SFiALL COORDINATE THE WORK OF ALL TRADFS AND COOROINATE Nl.
REQUIRED PENE7RATIONS AT FOUNQATION, Fl.00R, WALL OR ROOF CONSTFtUCT10N.
THE CONiRACTOR IS RESPONSIBLE FOR PRO'NDINC ALL BRAqNG, SHORqJG AND
TOAPORAFt'( SUPPORfS AS REnUIRED TO R61ST CONSTRUCTpN LWO6 UNf1L fbA1PLE110N
OF iHE VFAfIGL AND UIERAL LOAD S15'IE]AS.
IIMBER CONSTRUCTION
t. uFSKx+ conEs �rro saEaFlrwnoHs
/� CALIFORNIA BUILDNJ6 CODE - 2007. SUIE AND LOG1L. COD6.
B. NATIOWLL DESIGN SPEqFlCAilONS FbR WOOD CON5TRUCIION (NFPA) - CUfN2ENT
EDfTION
C. ANERIGW INSfTME OF ilYBER CANS7RUCf10N - 5TANOARO FDR THE DfSGN OF
STftUCNRAL TMBER FRWING
2 11MBQ2 FOR SIRUCNRAL USE SHNl BE OF SPEtY6 AND GRADE AS FOLLOWS:
ROOF JOISIS/STIF'fENERS OOUGIAS FlR N0. 1 OR AS 0'fHERWISE NOTED
EXTEWOR SND WN1S DOUGIAS FlR N0. 2
mmaoR sruo wws DOUGLAS FlR N0. 2
SILLS ON FLOOR SlA&S OR DOUCL/�S FlR N0. 2
CURB WfTHIN 12' OF GRADE W/PRESERJATIVE iREATMENT
GIUTAM BEAA1 DF GRADE 24FY4 FOR SIAIPIE SPAN
DF GRACE 24FYB FOR CAlITILEVER �AM
PLYYIOOD ROOF SHEATHING DFPA CU-IXTERIOR; I.D. 24/0
PLYWOOD WALL SHFAiHING DFPA CD-EXfERIOR; I.D. 32/16
3. N.L NAllS SW1LL BE CAAl1A0N WIRE NAILS OF SGNDARD LENGfHS. UNLESS NOTED
OTHERMIISE ON DRAWINGS, IAININUM NAILING SCHEDULE SHNI BE AS PER DETAII.
4. ALL FRNAMlG FiARDWARE SHALL BE AS WWUF/URURED BY SIYPSON COIAPANY OR
APPROVED EQWL
S. FOR SfANDARD TIMBER CONSIRUCTION DEWLS. SEE STANMRO DETNLS DRAN9NG _.
BOL1S: DRILL HOLES 1 ie• ov�zeo. ni�os sw�u Nor a� a+ xr000.
WASHERS SHN1 BE ED AT ALL BOLT HEADS AND NUT BFARING ON WOOD.
ALL METAL IN CONfACT WfTFI PR6SURE iREA'fID LUYBER MU5f BE HOT-DIPPm
GALVANIZED, STNNLESS SIFEI, SIl1CON BRWJZE OR OTHER APPRWED AIAifRIAL
ALL 2x12 FLOOR JOISiS SfWl BE WUGLASS FlR jt OR BEITER.
CONCREfE CONSTRUCTION
t. oesia+ conEs u+o svEaFlrwnor�s
A CNIFORN41 BUILD�NG fbDE - 2007 M1D LOGV. AND SfATE CODES
B. BUILDING WDE REQUIRFJAEMIS FOR REINFOfiCED CONCREIE-Aq 318-77.
2 y�$
A CONCRETE - ULiIAUUE COMPRFSSNE 5R2ENGiH OF CONCREIE AT 2B MYS - 2500
PSI. Mq11MUA� 5.5 S4CKS PER C.Y. WRH MA7(IMUM 4' SLUAIP TPICAL
B. CEIAENT SHALI_ CONFORM TO A5111 C150 - iYPE I OR A
C. REINF�tCING SIFFEL SWILl. BE DffORYm BARS CONFORMINC TO ASfM A615-GR 80
U.O.N.
D. WELDm WIRE FABRIC SWUJ. BE AIADE WRH COLD DRAWN SMOO7H NARE CONFORMING
TO AStAI At&5 WRH YI0.D SIRENGIH Fy = 65 K51.
S. CONCREfE WORK AND MAiFRNL SlW1 CONFORM TO ACI SPEqFlG'I10NS FOR STRUCNRAL
coHcr� r-oR euuarxs - aot.
4. MINIMUAI CONCREIE PROTECIION FOR REINFORqNG STEEfl SHALL BE AS PER DETNL ON
STANDAftD DEfNLS DRAWING.
s. a UP SPLICES FOR RE7NFORCING SFWl � 32 DU�MEIERS, rra�cx u.o.N. sr�
SPLICES AT MJNCENT PARAl1EL REINFORCEMENT.
B. NININUM PROJECiION OF DOWELS FROM FWNDA710NS SH4I1 BE 32 DWMEIERS,
IYPICAL, U.O.N.
C. LAP ALL B�RS AT INTERSECf1NG CORNERS 32 DWMETERS. OR 2'-D', WHICHEVER
IS CREATER.
D. f00TING BOTf01A BARS SWUA. BE SPUCED MI�WAY BEIWEEN SPAN C WHfRE THEY
OCCUR. TOP 8AFi5 SHALL BE SPLICED WRMN 4'-0' OF SPAN C.
E HOID RE]NFORCEl1ENT IN ITS FlNAL POSIIION WIiH DEVICES SUFf1CIENTLY NUMEROU$
TO PRE�lEHf DPSPINCEAIEIif.
oasnr�c ww. ro e� e�oum (No ►�or� n�arr �z'-o' a� e�iNc wnu
SHALL � REM04ED IN ANY qVEN POINT, fbMPQdSAiE IX1H A 4 x 12
MOOD HEADQt MHFRE OPENING OCWRS)
0 oasnNc wnu m r�ur+
� NEW SIUDWALL (2 x 4 NpOD S1UDS 0 16' O.G)
SD NEW HARD NIRE SIAOKE DEIECTOR (W/ BATfERY BAq(-UP)
(BATTFRY OPERAIED AT E%IS11NG BEDROMiS)
COMPLIANCE NOTE
au c�r�smucnor� woRK s�aLL cour�r �xn�
CALIFORINA BUILDING CUOE (CBC) CALIFORNU
PLUMBING CODE (CFB) CALIFORNU MECHAIIICAL
caoE (a�c) s�Es zoo�. ui aTr oF euRUNc�►�
AHD SAN MAlEO COUNiY CODES
NOTE
t- ALL UYaIT AND DEfAIL$ INFORAIA110N
SHOMN ON 1}� PLANS AFtE (E) FXISIING
UNIESS NOIID O7HERYASE (N) NEW
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EXISTING AREA = 2,333 S.F.
GARAGE AREA = 513 S.F.
LIVABLE AREA = 1,820 S.F.
NEW AREA = 842 S.F.
TOTAL AREA = 3,175 S.F.
GARAGE
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BATHROOM
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