HomeMy WebLinkAbout2140 Trousdale Drive - PlansVO RESIDENCE ADDITION
ADDRESS: 2140 TROUSDALE DR., BURLINGAME
APN: 025702•170
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APN: 025-102•170
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[ _ _ _ _ ] WALLSTOBEDEMOLI51fD
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NOTE:
ALL DIMENSIONS ARE APPROXIMATE.
CONTRACTOR TO FIELD VERIFY ALL
D�MENSIONS
I�
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'�'rv_�
VO RESIDENCE
21a0 TftOUSDALE Oft. BUftLINGAME, CA
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VO RESIDENCE
2140 TROUS�AIE DR. BURI�NGAME. CA
94010
(E) AND (P) ROOF
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5 �� � VO RESIDENCE
2140 TROUSOnLE Dft. BURLiNGPME, CA
91010
__ R�,� /� __ ROOFIEVFl� �E) & (P) ELEVATION
g�_0' lI P.V
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A
GENERAL
A THE NOTES ON hiE STRUCIURAL PLANS SHALL TAKE PRECEDENCE OVER hiESE NOTES.
B. ALL CONSTRUCTION $HALL CONFORM TO THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA
RESIDENTIAL CODE (CRC), CALIFORNIA�MBING CODE (CPC), CALIFORNIA ELECTRIC CODE (CEC),
CALIFORNIA MECHANICAL CODE (CMC) 013 ALIFORNIA ENERGY CODE (CEC), TITLE 24, VOLUME
2 2013 EDITION Q
C. hiE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE
COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD.
D. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOlES, AND
DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE
PROCEEDING WITH THE WORK.
E. DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE
LOCATIONS WHEfHER SPECIFICALLY CALLED OUT OR NOT.
F. THE CONTRACTOR MUST SUBMR IN NRffING ANY REQUESTS FOR MODIFICATIONS TO THE
PLANS AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE ENGINEER OF RECORD FOR
REVIEW DO NOT CONSTITUTE'IN NRITING' UNLESS IT IS CLEARLY NOTED iHAT SPECIFIC
CHANGES ARE BEING REQUESTED.
G. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCNRAL MEMBER SHALL BE CUT,
DRILLED, OR NOTCHED WITHOUT PRIOR WRITfEN AUTHORIZATION FROM THE OWNER'S
REPRESENTATIVE.
H. CONSTRUCTION MERiOD AND PRQIECT SAFETY: THE CONTRACT DRAWINGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICAiE MEfHODS,
PROCEDURES OR SE�UENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MPJMAIN
AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. HC STRUCTURAL
ENGINEERING WILL NOT ENFORCE SAFETY MEASURES OR REFULATIONS. CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFEfY AND HEALTH STANDARDS, LAWS AND REGULATONS.
DIMENSIONAL CONTROL
A DO NOT USE SCALED DIMENSIONS. N71ERE NO WWTTEN DIMENSION IS PROVIDED, CONSULT WITH
THE OWNER'S REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
B. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING
WORK. NOTIFY THE [ENGINEER] IMMEDIATELY OF ANY DISCREPANCIES.
VO RESIDENCE ADDITION
ADDRESS: 2140 TROUSDALE DR., BURLINGAME
APN: 025-102-170
CONCRETE
A REINFORCING STEEL
7. ALL B.ARS, U.O.N.: ASTM A615, GR 60 OR ASTM A706, DEFORMED.
B. MINIMUM CONCREfE COVER
CAST AGAINST & EXPOSED TO EARTH .................3'
EXPOSED TO EARTH OR WEATHER ......................2'
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS. WALLS, JOISTS ..............................................3/4'
C. CONCRETE MIXES FOR (N) CONCRETE ONLY
MIXID USE STRENGTH,fc WEIGHT
A FOOTINGS 2,500 PSI NORMAL
B CONCREfE SLAB ON GRADE 2,500 PSI NORMAL
D. CHAIRS, SPACERS, AND SAND PLATES: AS REQUIRED TO MAINTAIN CONCREfE COVER.
E. VERTICAL REINFORCEMENT:
SHALL BE DOWELED TO SUPPORTING MEMBERS WITH THE SAME SIZE AND SPACING OF REINFOf2CEMENT
AS SHOWN IN THE DRAWINGS AND GENERAL NOTES.
F. ANCHOR BOLTS, DONIELS, AND HOLD DOWN SECURELY HELD IN PLACE PRIOR TO FOUNDATION
INSPECTION BY THE BUILDING OFFICIAL AND OBSERVATION BY A INSPECTING AGENCY.
G. MMIXTURS: REVIEWEDBYhiEENGINEER. CALCIUMCHLORIOEORADDEDCHLORIDESARENOT
PERMITTED
H. VIBRATION: ALL CONCREfE SHALL BE CONSOLIDATED Wlhi MECHANICAL VIBRATORS.
HAZARDOUS MATERIALS
A HC STRUCNRAL ENGINEERING ASSUMES NO RESPONSIBILfTY FOR THE MANAGEMENT OF
HAZARDOUS MATERIALS THAT MAY BE ON THE SITE.
B. HC STRUCIURAL ENGINEERING HAS NOT PERFORMED INVESTIGATIONS TO DETERMINE THE
PRESENCE OF HAZARDOUS MAiERIALS. THE OWNER WILL PROVIDE THE RESULTS OF SUCH
INVESTIGATIONS IF THEY HAVE BEEN PERFORMED.
C. THE CONTF2ACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT PERSONNEL WITHIN THE WORK
AREA ARE PROTECTED FROM EXPOSURE TO HAZARDOUS MATERIALS. IF HAZARDOUS MATERIALS
ARE DISCOVERED, THE CONIRACTOR SHALL IMMEDIATELY CEASE WORK UNTIL CONDITIONS CAN
BE MAINTAINED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.
S1ftUCTURAL TESTING AND tNSPECTION
A THE FOLLOWING CHECKLISTS ARE TO ASSIST THE CONTRACTOR IN SCHEDULING OF TESTING AND
INSPECTION REL4TED TO STRUCNRAL FEANRES. THE WORK OF OTHER DISCIPLINES MAY RE�UIRE
TESTING AND INSPECTION THAT IS ADDITIONAL TO THE ITEMS LISTED BELOW.
B. SPECIAL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE REQUIRED
INSPECTIONS AND MUST BE ACCEPTABLE TO THE ONMER'S REPRESENTATNE. INSPECTORS SHALL
THOROUGHLY REVIEW THE APPLICABLE PORTIONS OF 7HE DOCUMENTS. INSPECTORS SHALL
PERFORM ALL DUTIES AND RESPONSIBILITIES AS REQUIRED BY CBC SECTION 1704A.
SPECIAL INSPECTION CHECIQIST
ITEM NOTES
PLACEMENT OF REINFORCEMENT,
ANCHOR BOLTS, AND EMBEDS
CONCRETEPLACEMENT CONTINUOU$
PLYWOOD NAILING INSPECTION
C. MATERIAL TESTING: THE ITEMS INDICATED BELOW REQUIRE SAMPLING ANDI OR TESTING IN
ACCORDANCE WITH PROVISIONS OP THE CBC.
1. ADDITIONAL SAMPLING AND TESTING WILL BE REQUIRE� WHERE MATERIALS CANNOT BE
POSITIVELY 7RNCED TO MILL CERTIFICATES.
MHTERIAL TESTING CHECIQIST
ABBREVIA710NS
AB ANCHORBOLT
ADDL ADDITIONAL
ALT A17ERNATE
BLKG BLOCKING
BM BF1�M
BRG BEARING
BTWN 6ENJEEN
BOT BOTTOM
CJ CONSTRUCTIONJOINT
CL CENTER LINE
CLR C�°P.R
COL COLUMN
CONC CONCREfE
CONN CONNECTION
CONST C:ONS7RUCTION
CONT CONTINUOUS
DBL GOUBLE
DF GuUGLAS FIRILARCH
DP DEEP
DIA DIAMEfER
DIM DIMENSION
E F�(ISTING
EA EACH
EF EACH FACE
EL ELEVATION
ELEV ELEVATOR
EMBED EMBEDMENT
EN :=DGE NAIL
E� EQUAL OR E�UNALENT
ES EACH SIDE
EW EACH WAY
IXf J(TERIOR
FDN �-OUNDATION
FF F!NISHED FLOOR
FJ FLOOR JOIST
FOC FACE OF CONCRETE
FOS FACE OF STUD
FRM FR4MING
FfG FOOTING
GALV GALVANIZED
GR GRADE
H HORIZONTAL
HDR HEADER
HGR HANGER
HORIZ HORIZONTAL
INT INIERIOR
JT JOINT
LDGR LEDGER
LTWT LIGHTWEIGHT
MAX MAXIMUM
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
NTS NOT TO SCALE
OC ONCENTER
PL PLATE
REf REFERENCE
REINF REINFORCEMENT
RE�D REQUIRED
RF ROOF
SCHED SCHEDULE
SIM SIMILAR
SQ SQUARE
STD STANDARD
T8B TOP 8 BOTTOM
T&G TONGUE&GROOVE
THK THICKNESSRHICK
TN TOENAIL
NP TYPICAL
UON UNLESS OTHERWISE NOTED
V VERTICAL
VERT VERTICAL
W/ WITH
W/0 WITH OUT
r
DESIGN CRITERIA
A APPLICABLE CODE: PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CALIFORNIA BUILDING
. CODE, CBC) 2013 EDfTION.
B. LIVE LOADS:
ROOF (BASIC LIVE LOAD): 20 PSF
C. WIND �ESIGN PARAMETERS:
i. BASIC WIND SPEED: 85 MPH
2. EXPOSURE:B
3. IMPORTANCE FACTOR: Ivr-1.0
D. SEISMIC DESIGN PARAMEfERS FOR STRENGTH CHECKS:
OCCUPANCYCATEGORY:2.STANDARD
SEISMIC DESIGN CATEGORY: D
IMPORTPNCE FACTOR: I =1.0
LONGIlUDE: 38.8115 NORTH
LATITUDE: 123.5936 WEST
SITE CLASS: D
MAPPED MCE ACCLERATIONS: Ss =1706, S1 = D.869
SITE COEFFICIEM AT SHORT T: Fa = 1.00, Fv = t.50
ADJUSTED MCE SPECTRAL RESPONSE ACCELERATION PARAMEfERS:
SDS =1.138
SD7 =0.869
�
STRUCNRAL RESPONSE MODIFICATION FACTORS: ITEM NOTES
R= 6.5 (LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCNRAL PANELS) CONCREfE SLUMP, STRENGTH, TEMP., AIR
Slo = 3 STRUCTURAL OBSERVATION
DESIGN BASE SHEAR: V= 0.175W A THE STRUCTURAL ENGINEER WILL GENERALLY REVIEW THE PROGRESS OF THE WORK IN
ACCORDANCE WITH SECTION 1702A OF THE CBC. BUT hilS REYIEW SHALL NOT BE CONSTRUED AS
SPECIAL INSPECTION.
GRADING NOTES
WOOD
t. FILL AND BACKFILL SHWLD BE PLACED AT NEAR OPTIUM MOISTURE IN LAYERS Wlhl LOOSE
A FRAMING CONNECTORS: PER MANUFACNRER'S APPROVED PRODUCT EVALUATION REPORTS [ICBO THICKNESS NOT GREATER THAN (8) INCHES AND COMPACTED TO A MINIMUM OF 95% OF THE
APPROVEDj AND INSTALLED ACCORDINGLY. SIZE AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY MAXIMUM DRY DENSITY
THE MANUFACNRER U.O.N. 2. IMPORT SOILS USED TO RPJSE SITE GRADE SHOULD BE EQUAL TO OR BEffER THAN ON-SITE SOILS
IN SIRENGTH, EXPANSION AND COMPRESSIBILIlY CHARACTERISTICS. IMPORT SOIL CAN BE
B. PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER; FOUNDATION PLATES ON EVALUATED BUT WILL NOT BE PRE-0UALIFIED BY A GEOTECHNICAL ENGINEER.
CONCREfE SLABS, FOUNDATIONS WHICH ARE IN DIRECT CONTACT WITH EARTH SHALL BE TREATED 3. FINAL SITE GRADE SHOULD BE SUCH THAT ALL WATER IS DIVERTED AWAY FROM THE STRUCNRE
WOOD WITH PRESERVATIVE RETEN'fION AS REQUIRED FOR USE. (S) AND IS NOT ALLOWED TO POND.
4. ON-SITE SOILS MAY BE USED FOR FILL ONCE THEY ARE CLEANED OF ALL OF2GANIC MATERIAL, ROCK,
C. FULL-DEFTH SOLID BLOCKING OR CROSS BR4CING: INSTALLED AT INTERVALS NOT IXCEEDING 8 I
FEET FOR ALL JOISTS AND RAFTERS Dc12 AND DEEPER 5. A GRADING PERMIT, IF REQUIRED, WILL BE OBTPJNED FROM HE DE ARIMENT OF PUBLIC WOftKS.
D. GALVANIZIN6: ALL EXPOSED STEEL TIMBFR HARDWARE, FASTERNERS AND CONNECTORS. 1
CONSTRUCTION HOURS: �
VJEEImAYS: 7:C�� AM. - 7:00 P.M.
SANRDAYS: °:00 AM. - 6:00 P.M.
SUNDAYS AND HOLIDAYS: 10:00 AM. - 6:00 P.M.
(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR �EfAILS)
0 - SHEET LIST
Sheet Name
A0.0 GENERALNOTES
A1.0 (� AND (P) FIRST FLOOR PLANS
A1.1 (E) AND (P) ROOF PLANS
A2.0 (� & (P) ELEVATION VIEWS
SCOPE OF WORK
DESIGN AND ENGINEER ADDITION TO THE BACK OF
(E) MAIN RESIDENCE
NOTE:
ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE
SCOPE OF THE BUILDING PERMR ISSUED FOR THESE PLANS MAY RE�UIRE
QFURTHER CITYAPPROVALS INCLUDING REVIEW BYTHE PLANNIN� COMMISSION.
� VICINITY MAP
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GENERALNOTES
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MINIMUM NAILING SCHEDULE:
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NOTE:
AFCI RECEPTACLE OUTLETS SHALL BE INSTALLED ON ALL (N) WALLS 2 FEET OR
GREATER, LOCATED NOT MORE THAN G-0' FROM AN OPENING.AND NOT MORE
1WW 17-0'O.CiYP.
GFCI OUTLETS SHALL BE INSTALLED IN bTCHEN
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PLUMBING NOTE:
REPLACE NON-COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES PER SENATE
BILL N0. 407 (2009). ALL NEW PLUMBING FIXIURES SHALL BE WATER•CONSERVING.
NON COMPLUWT PLUMBIN6 FIXTURE IS DEFINED AS: L
i. ANY TOILET MANUFACTURED TO USE MORE THAN 1.6 GALLONS OF WAiER PER FLUSH.
�2. ANY URINALS MANUFACTURED TO USE MORE THAN ONE GALLON OF WAiER PER FLUSH.
3. ANY SHOWERHEAD MANUFACTURED TO HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF
WATER PER MINUTE.
4. ANY INTERIOR FAUCET THAT EMITS MORE 1HAN 22 GALLONS OF WATER PER MINUTE
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