HomeMy WebLinkAbout535 Almer Road - PlansNOTES:
NOTES:
BY
1- ALL WORK SHOWN ON THIS CONTRACT DO03'ENTS TO COMPLY WITH DSC 15551 AND
ORDINANCES OF CITY OF BIRLNGAE AND ALL OTHER APPLICABLE CODES OF
LOCAL JURISDICTIONS .
2- ITEMS NOW HERE AE ALL PEW 1.61LE55 INDICATED CTHERQISE.
54 IT IS CONTRACTORS RESPONSIBILITY TO VERIFY THE EXISTING CONDITIONS AND
DIMENSIONS ON THE JOB SITE PRIOR TO COM ENCETE NT OF THE WORK
CONTRACTOR IS TO FORWARD ANY DISCREPANCIES TO THE ARCHITECTS ATTENTION
BEFORE PROCEEDING WITH ANT WK.TFC
4- CONTRACTOR 15 RESPONSIBLE FOR:
4) 0OJRAIN4TIQN Cf UDR' /SCREEN THE TRADES OOORDINA.TNG WITH THE COMPACT
DODI EATS.
5) OQ 5LY5Ka 2JTN THE NECESSARY SOFTY RECORD-ENTB FOR ELECTRICAL, PLUMBING
MECHANICAL TELEPHONE AND SECURITY BEFORE CONSTRUCTION STARTS.
C) VERIFYING AND STUDY'S* THE CONTRACT DOOP'84T5 ARID WOWING ARCHITECT
FOR CONFLICTS AND ERRORS ON DIMENSIONS AID VARIWS PARTS OF THE CONTRACT
DOCUMENTS,
D) ANT CONDITION WHICH IS N HIS OPINION MAY DANGER OR BE HAF3 RIL TO THE STRUCTURAL
bR CONFLICTS AND ERRORS ON DIMENSIONS AND VARICUS PARES OF THE CONTRACT
STABILITY of THE BUILDING.
E) FOR TAKING ALL NECESSARY PREC41T0N5 FOR THE CORRECT ALIGNMENT OF THE STRUCTURE
NCLUDNG REQUIRED F'RELOADING OF THE STRUCTURE.
5- CONTRACTOR IS TO PROVIDE ALL MATERIALS, EQUIPMENT TOOLS, TRANSPORTATION,
UTILITIES AND RELATED SERVICES AND TASKS FOR PROPER EXECUTION OP THE wow
REQUIRED BY 714E CONTRACT DOCUMENTS.
6- ALL DIMENSIONS NOUN HERE N ARE FACE OP STUDS, FACE OF CONCRETE, CENTER LINE
Of OOL 146 UNLESS OTHERWISE NOTED.
T. CONTRACTOR 10 RESPONSIBLE FOR DELIVERS* IEQIRED LEGAL NOTICES TO THE ADJACENT
NEKGNBOR PROPERTY OWNERS FOR THE PROTECTION OF THEIR PROPERTIES AND STRUCTL EB
IF NEEDED DUE TO THE NATURE CF UICRK SNaN ON TNIS CONTRACT DOCUMENTS.
SHOULD ANY DAMAGE OCCUR TO 111E3E ADJACENT FROPERTES AND PUBLIC IT WILL BE
CONTRACTORS FULL AND SOLE RESPONSIBILITY TO FESTORE AND/OR LA PE -MATE DAMAGES
DONE RESULTING WORE REQUIRED BY 94I6 CONTRACT DOCUMENTS.
& MECH. CONTRACTOR
FIRE SPRININCLERHEADSO FIRE DETECTORS, SMOKL TRAOC-6 E DETTECTORRS, TION OF
WORK
PRIOR TO COM'ENCEFBNT OP WORK
5- COORDINATE ARCHITECTURAL DRAW5YA WITH STRUCTURAL , ELECTRICAL, MECHANICAL AND
CIVIL DR44924G5. ARCHITECTURAL DRAUAIXa6 MAY NOT SNOW STRUCTURAL ITEMS ADO:L ATELY,
COORDINATE WITH STPUCT. MANGE, FOR CORRECT -OCATON . INIE6 AND CONFIGURATION OF
614EATNG6 AND OTHER STRICIURAL ELEMENTS.
10- vERff7 THE WALL TH101JE4555 AND WINDOW DOOR OPENING RUES PRIOR TO ORDERING
WID015 AND DOORS.
INCASE OF DISCREPANCIES BETISEN THE DRAWINGS OR DR4URNGS DO NOT SNOW
ALL ELEMENTS AND FDTHIOD5 OF THE WORK REQUIRED, THE CONSTRUCTION SHALL BE OF
THE SAE CHARACTER A5 FOR SIMILAR CONDITIONS THAT ARE SHWN.SHWI.O 'WERE 15
61GNPICANT COST DIFFERENCES BETWEEN COIFLICTBG DRAWINGS FOR CONSTRICTION, MORE
EXPENSIVE METHOD GF CONSTRICTION OR MATERIALS SHALL BE CONSIDERED AS REQUIRED WORK
2- CONTRACTOR SHALL 4T ALL TRIES TO STRICTLY F40 nII ALL PROVISIONS OF THE LATEST
EDITION OF APPLICABLE LOCAL AND STATE CODES AND REGULATIONS CF ALL JUESDIC11p+8
1 1 1 HAVE AUTHORITY OVER
13- ALL WORK INCLUDING GRADING, DRAINAGE, ACCESS AND ROAD AND ENV1ROt9ENTAL
HEALTH ISSUES SHALL COMPLY WITH APPLICABLE CODES.
H. IT I5 GCMR4CTORS RESPONSIBILITY TO DETAIN ALL REOUI5ED PERMITS FROM OSHA REGARDING
THE EXCAVATION ETC AND PROVIDE TEMPORARY ERECTION, SUPPORTS, SPACINGS AND SHORING
AS REQUIRED FOR ALL STAGES CP THE CONSTRCTION.
5 CONTRACTOR 15 TO TEMPORARY WATER SJPPI3I' MANTAN reSANITARY 121- POSER
4T THEJOS SITEDURNG THE C TRUCTT FACILITIES.
ON PERIOD.
164 IT 18 THE CONTRACTORS RESPONSIBILITY TO SECURE THE SITE AND TAKE NECESSARY PRECAUTIONS
FOR SAFER WORE EN4RON'ENT,
M- CONTRACTOR IS TO PROVIDE THE 5E67 WORK PRACTICES AND METHODS FOR PROPER WOR CIANSNIP
AND QUALITY OF THE WORK TO ESE COMPLETED,
IB- DETAIL REFERENCES ARE SNOWS ON THE DRAWINS5 FOR REFERENCE PURPOSE AND THE WORK
18 NOT LIMITED TO THESE PtrJ-EHt., DETAILS, SIMILAR CONDITIONS AND RELATED DETAILS
SHALL SE POLLO.ED FOR SIMILAR MASER OF WORK REQUIRED.
B. ALL WORK 541C11 ON THIS CONTRACT DOCUMENTS TO COMPLY WITH U8C 1491 AND
ORDINANCES OF CRY OF dNi5GA'E AND ALL OTHER APPLICABLE CODES of LOCAL JURISDICTIONS
20-CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL REGULATIONS OF THE BAY AREA AIR QUALITY
FOR ANY WORK K Of EXCAVATION GRADING AND EARN MOVING.
DMIBISIONS AND NOTES SHALL GOVERN OVER THE SCALE OF THff DRAWINGS- SPECIFIC NOTES
SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL NOTES/DETAILS. SCALP* OF
THE DRAWINGS SHALL. BE DONNE AT CONTRACTORS WN RISK
21- CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL PRECAUTIONS FOR THE PROTECTION
CF HONKERS AND PEDESTRIANS DURING NE CONSTRICTION PERIOD.
CONTRACTOR 19 TO CG"PLY ALL REQUIRED SAFETY CODES AND PROGRAMS AND KEEP
AGCE55 OCR FIRE TRICKS AND EMEIRGECY vENICLE6 AT ALL TRIES
22- CONTRACTOR IS TO PROVIDE TEMPORARY SNORINGS WHERE LATERAL SUPPORTS OF RELIC
WAY OR ADJACENT BUILDSGS TO SE REMOVED. R IS THE CONTRACTORS REBFi5NSEILITY TO
CONSULT WITH ENGINEERS FOR SUCH REMOVAL WORK PRIOR TO STARTING THE REMOVAL.
CONTRACTOR SHALL OBTAIN PUBLIC WORKS APPROVAL PRIOR To BUILDING PERMIT FOR 900.1
EXCAVATION WORK ADJACENT TO A PUBLIC WAY.
2)- COMPACTOR SHALL KEEP THE CONSTRUCTION SITE IN CLEAN CONDITIONS.
AT THE FINAL OF TIE WORK CONSTRUCTION 517E SHALL BE CLEANED DT ALL DEBRIS .
AND ALL 9LRSACE6 OF THE BUILDING SHALL 5E CLEANED OR DUST AND STAINS AS REQUIRED.
24- ALL EXTERIOR GRADES AND PAVEMENTS ARE TO SLOPE AWAY FROM BUILDING AT 1 Y SLOPE
FOR PAVNGS AND 28 FOR EARTH TYPICAL.
2B- CONTRACTOR SHALL COORDINATE AND AND VERIFY THE LOCATION OF ALL DUCT WORK
PLUSENG LME6, TRENCH DRAINS FLOOR DRAMS, PECHANICAL EQUIPMENT PADS,
SLEEVE PIPE ROUTES ETC. WITH THE AECCON1RACTORS OF AIR CONDITIONING, PLU'5BG,
ELECTRICAL PROP TO THE START OF WORK
26- CONTRACTOR IS RESPONSIBLE TO PRO/ID-e NECESSARY PR 474414 N6 TO PREv5NT ANY
DRRTIN E F THEM OR RIALS PRIORRTTO EENCLOS5CIfa//C I14054LEDNDPCGS DATE
1- DRAINAGE OP THE SITE TO GE DESIGNED THAT NO STORM WATER WILL FLOW
TO THE ADJACENT PROPERTY AND DRAINAGE TO BE INCLUDED
IN THE ON SITE SYSTEM.
2- PROVIDE UPC COMPLYING BACK WATER VALVES (OR Seven EJECTION SYSTEM)
FOR ANY PIXYURL LOPER THAN THE GITYS UPSTREAM MANHOLE.
3- NO EXISTING TREE TO BE REMOVED WITHOUT THE APPROVAL OF THE CITY OF BURLINSAME.
4- ALL UTILITIES TO THE SITE TO VG UNDERGROUND.
5- ALL IRRIGATION SYSTEMS AND PLANTING SHALL FOLLOW THE CITY or BURLINGAME
WATER CONSERVATION GUIDELINES.
6- ALL PIRG SYSTEM WORK SHALL COMPLY TO THE CITYS CURRENT PRACGDUR:v
FOR UNDERGROUND WATER SYSTEMS.
1- ALL CATCH BASINS AND DRAINAGE OUTLETS SHALL BE STENCILED PRIOR
TO THE CONSTRUCTION COMMENCEMENT AND SHALL BE PROTECTED DURING
CONSTRUCTION 90 NO DEBRIS WILL Be DUMPED INTO THEM. CITY SHALL PROVIDE STENCILS.
6- ON SITE DRAINAGE INLETS OR THE SUMP PUMP OA51N SHALL BE EQUIPPED WITH PETROLEUM ABSORBENT SYSTEMS
FOR TREATING ALL DRAINAGE FLOWS PROM rile AUTOMOBILE PARKING AREAS
AT UNDERGROUND GARAGES.,
4- ELEVATOR SUMP DRAINAGE SHALL 60 TO SANITARY SEVER AND DACKYIATER VALVE SHALL GG
INSTALLED POR ELEVATOR SUMP DRAINAGE BELOW THE SANITARY SEWER ELEVATOR SUMP
DRAINAGE SHALL 0G SEPARATED PROM GRONID WATER SYSTEM WHICH 15 TO GO TO STORM DRAINAGE.
10- ALL NEW CURD, GUTTER AND SIDEWALK PRONTIN6 THIS SITE SHALL BE DESIGNED BY A CIVIL ENGINEER
APPROVED BY THE CITY ENGINEER, AND INSTALLED BY THIS DEVELOPMENT AT ITS OWN COST (AT NO C05T TO THE CITY)
II- PROVIDE CALLBOX/INTERCOM SECURITY SYSTEM TO ALL UNITS PROM DRIVEWAY IN FRONT OP
SECURITY SATE AND AT THE TOP OP DRIVEWAY SO GUESTS MAY HAVE ACCESS TO GUEST PARKINS SPACES.
12- PROVIDE INDIVIDUAL CLIMATE CONTROLS A5 WELL A5 SEPARATE SHUTOFFS FOR SAS, ELECTRIC AND WATER FOR EACH UNIT.
19- ALL UNITS SHALL HAVE DISABLED ADAPTABLE AGCE55.
CITY Or SURLIN6AME EN6INEERIN6 DEPT.NOTESI
I- PROVIDE ON 517E DRAINAGE LINES AND COLLECTORS OR SUMP PUMP 5A91N POR BASEMENT AREA.PROVIDE NECESSARY
PETROLEUM AESORBDNT/TR8PPIN5 SYSTEMS FOR DRAINAGE PLOWS IN PARKING AREAS.
2- MAXIMUM OP 5% SLOPE TO BE PROVIDED IN PARKING AREAS.
9- ELEVATOR FIT SUMP DRAINAGE TO BE SEPARATED PROM THE GROUND WATER SYSTEM AND TO SG TIED TO THE SANITARY
SEWER LINES.
4- ALL UTILITIES FOR THE 917E TO DE UND5R5ROUND.TRAN5F0RNER5 MUST DE UNDERGROUND OR TO DE INSTALLED CLEAR OF
FRONT 5ETBA0K OF THE SITE.
5- MEW SURTERCURB9 AND SIDEWALKS FRONT OP THE 517E SHALL DE DESIGNED BY CIVIL ENGINEER AND SHALL BE APPROVED BY
CITY'S ENGINEERING DEPT.IT IS DEVELOPERS REEPON5ADILITY TO INSTALL 71120E ELEMENTS.
6- COORDINATE AND COMPLY WITH CITYS WATER CONSERVATION GUIDELINES FOR PLANTING AND IRRIGATION SYSTEMS.
1- REAR LANDSCAPE AREA AND ROOF DRAINS TO DRAIN TO STREET STORM DRAIN OR 70 STREET WITHOUT ANY PUMPING
SYSTEM,IT SHOULD RELY ON GRAVITY FLOW. I
$-PROVIDE. ow. CI) 61-L X4-ox4-o"T1AS14 co.-:TNXINIe2 AND (4„) 3O/41x32RNT44°
R4oYLE L5I r.HS .2Hg REQSJ I RE > BY 4 [iFI " WASTE. MAmAGEMENT CORP.
L°XISTIN6 RETAINING
WALL
96. 19
96. 24
i ItlGI')Nti 7rNLITI.UZHrs
_aAy n*44A 5Rl1A.
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96. 23 TW
CITY Or EURLIN6AME TREE NOTES:
1- PROTECT ALL EXISTING TREES DURING CONSTRUCTION PERIOD.
2- PROVIDCiFLANT THREE (5) NEW TREES IN 24" BOX
9- IT 18 CONTRACTORS RGSPON5ASILITY TO PROTECT ALL EXISTING STREET TREES.
4- COMPLETE IRRIGATION AND LANDSCAPE DRAWINGS SHALL BE SUBMITTED 1.013 CITYS APPROVAL AT THE rime OF
WILDING PERMIT APPLICATION.
CITY Or EURLINISAME PIKE DEPLREQUIRENENTS1
I- BUILDING SHALL HAVE AUTOMATIC PIKE 9PINKLER AND PIKE ALARM SYSTEM MONITORED BY AN APPROVED CENTRAL SYSTEM,
SUBMIT PLANS AND SPECIFICATIONS TO Tile FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
2- TRASH CHUTE DOORS SHALL OE SELF CLOSING COMPLYING WITH MC 1ST.
9- OCCUPANCY BEPARATIONB GL'TW@N GARAGE (5-9) AND RESIDENTIAL UNITS (11-1) TO COMPLY WITH LOC P'M TABLE 9-5 TYPICAL.
4- PROVIDE A CLA85'A" POOPING AS CLA951P4D BY TIIG UNIFORM BUILDING CODE.
5- PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY PIRO DEPARTMENT OP OURLIN5AME.
6- PROVIDE A SMOKE DETECTOR ON CEILING OR WALL OF EACH BEDROOM AT A POINT CENTRALLY LOCATED ON THE WALL OR CEILING
OP HALLWAY OR ROOM GIVING RECESS 70 7445 BEDROOM AND THE TOP OP STAIRWAY WITH BED11100M5 AT THE UPPER LEVEL.
NOTES:
I- PROVIDE INDIVIDUAL CLIMATE CONTROL POR EACH UNIT.
2- PROVIDE SEPARATED BNUT-DPP VALVES FOR SAS AND WATER SUPPLY TO EACH UNIT.
3- PROVIDE SEPARATED SHOT-01.P SYSTEM POR ELECTRIC SUPPLY TO EACH UNIT.
4- BATHROOMS WITH (ACCESS) TO COMPLY THE ACCESSIBILITY REQUIREMENTS PER U5C TABLE
1109A.2-3 TIT.
5- CONSTRUCTION ACTIVITY SHALL BE PERFORMED PROM 1.00 AM TO 1.00 PM ON WEEKDAYS,
PROM 8.00 AM TO 6.00 PM ON SATURDAYS AND PROM 10A0 AM TO 6.00 PM ON HOLIDAYS ARE
1st OF JAN.,9rd Or PEES R,LA9T MONDAY OF MAY,4th OP .JULY2IRST MONDAY OF SEPTEMBDR,
Ilth OP NOV,POURTH THURSDAY OR NOV. AND 25th OP DEO.IP THE 1st OF -IAN,
4th OF JULY,IIth or NOV. OR 25th DAY OP OCOEMOER PALLS UPON A SUNDRY, THE POLL -OWNS
MONDAY SHALL BE CONSIDERED AS A HOLIDAY (ORD 1545 I,.NL7 1,1946)
6- APPROVED NUMBER OR ADDRESS SHALL BE PLACED ON b05TIN6 AND NEW OUILDINGS IN A
POSITION THAT IT WILL DE PLAINLY VISIBLE AND LE618LE FROM THE FRONT STREET OR ROAD.
NUMBERS SHALL BE IN CONTRASTING COLOR WITH THEIR BACKGROUND AND
SHALL OG OP I/2' STROKE BY 2-1/2' HUSH AND SHALL SE EITHER INTERNALLY OR EXTERNALLY
ILLUMINATED NORMALY SWITC44ASLE.BM6 18.00.080
1- EACH LIGHT OP SAFETY GLASS SHALL DEAR THE MANUFACTURERS LABEL.GSC 2402
NOTES:
ALL WORK INCLUDING. ELECTRICAL, PLUMOINS AND MECHANICAL
SHOWN ON THIS CONSTRUCTION DOCUMENTS SHALL COMPLY W/
'U.S. PAIR HC)SING AMENDMENTS ACT OP 199E AND CALIFORNIA DISABLED
ACCESS REGULATIONS FOR MULTI -FAMILY HOUSING AND CONDOMINIUM DWELLING UNITS"
CONTRACTOR IS TO OBTAIN ABOVE MENTIONED BOOK FROM CALIFORNIA BUILDING
OFFICIALS (916) 451-1103
MISTING ACJAGENT f ARKIN6 AREA
56. OB
INI5IOH5 PON
EXISTING ADJACENT PARKINS AREA
95. 61
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REVISIONS
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LINT
BURLINGAME, CA
OF
DRAWN:
G.D.
CHECKED:
G.D.
DATE
APRIL-7-03
SCALE:
1/8'm1-0°
JOB NO.
SHEET
A2
SHEETS
t 1 eom 1
15'-O•
FIRST FLOOR 'SETBAG
an I
it
■ 1 I oar l
REVISIONS
Jut',- 1- 03
1
1
1
1
1
1
1
1
20'-0"
STOP
DETAIL 1/A21
NOTE,
ALL SLOPES AT 6ARA&E
FLOOR to DRAIN TO FLOOR
DRAINS AT 1/4" PER FOOT MN.
AND SR MAX. SLOPE.
MAX. ELEVATION AT GARAGE
FLOOR TO BE 26.41 ADJUST
ROOK DRAIN RIM HEIGHTS AGCORDINSLY
SLOPES ARE SHOWN THUS
DUTY TRAFFIC
_EFLOOR'DORRAA N
NGINEERi1A1JRW65 - _
I118A.5 Signs. Every pa/king �requited by this Section shall be identified- by a
sig. The center of the sign shall be between 3 feet and 5 feet above die
parting surface, at the head of the petting space. The sign shall include de I
international symbol of accessibility and state RESERVED, or equivalent
language.
A additional sign shag also be posted in a conspicuous place at each ,.
entrance to oft -sum parking facilities, ce imandiately adjacent to and . .
visible from each stall or spat The sign shall not be less than 17 inches by
22 inches in sire with lettering not leas than 1 inch in height, which clearly
and conspicuously states the (Wowing:
"Unauthorised whiles parked hs dedpated handicapped spaces not
displaying distinguishing placards or license plates Issued for physically
disabled leaser may be towed away at owner's expense Towed
vebkles may be redelnied at — or by telepbadtg -- ."
FIRST F
LINE.
ex¢s16Nru-------i
---__----_- -�rtfeer ARROW
HEAVY DUTY TRA
&RADE AP
SEt ENSINEERIN6
I I I I
41R"2
UP TO
IKI 1
151-..:i5
L '
- BACKYARD
is 1— 1— 1 I— 1 asr 1— 1 oar 1— 1
rr 1 oar I Inn
1SISNASERM.N a G'L rertzePTOR
See C‘tenNEER146 D'a
PR IJBC 111
(INSTALLED ON TIHE C!ILINO)
HEAVY
GRADE
Seee
• I
"--f RIEx1T SIGN W/
GHT ARROW
PER MG. MIT
7-7 4' WIDE
PAINTED LI
/ ---MAX. SLOPE 5 % AT
ELEV: 26.41
{ 4— (AT HIGHEST POINT
•6'L-
96' LONG WHEEL 1 AlL
WHEEL STOP' SEE DE.I.L
SEE DETAILL 1/A21 0
I jJ (=p
ma I l rr l rr l rr lmai l nine l oar I aar 1
PROVIDE FIRE
ACCESS SIGN ON --
WALL PER DETAIL
3/A21
ACT` 516N
!TAIL SS/A21 -
seer I ae� I� 1 saw 1 seer I rr l rr l� l oar 1
THIS PORTION OF GARAGE IS TO HAVE M!N. GLR. HEIGHT OF T'-O" ( NOT FLOOR TO FLOOR) SELOW ALL DUCTING , P!PIN6 AND ETC.
BY
BASEMENT PLAN / PARKING
1
PROVIDE CONVEX
'R_ Ric MRROR
TRAFFIC
I6L_11IN6 DRW65
EXIT 5ION W/
RIGHT ARROW --
PER USG IF61
(INSTALS ON THE CEILING)
7j'
I rr 1 eau• I MOO
_ PIRST BOOR
/ LINE ABOVE
6'-0'
8 S9" LOP
TRENCH
DRAIN
COORDINATE
ANDI3/LADD12RAWIN60
12° WIDE WHITE
FAINTED STRIPES —�
6' WIDE WHITE
PAINTED STRIPES
HEAVY DUTY TRAFFIC
E FLOOR DRAW
E. ENSINEERIN6 GRASS
I MR 11A7tdD .,
WL1.1. OER
AUTOMATIC, SELF CLOSING
SECURITY GATE WITH INTERCOM!
SYSTEM LiNKEV To EACH UNIT
CONTRACTOR IS TO
PROVIDE SHOP DRAWINGS
PROVIDE EMERGENCY BX1S
DOOR ON.Swe-GATE-
— NO COLUMN TO RAISE ABOVE
GRADE HER! ONLY METAL GRATE
AT 10" MAX HEIGHT IN THIS AREA.
ELEV.
ENTRY HALL
EXIT 516N
SECURITY woe
—Sox FOR GATE
FLOOR ELEV.
DISABLED PARKIN&
DISABLED LC60.
See SA/A21
STORA'
4'-8'
RETAINING WALL LOCATION
16'-0'
PROVIDE AIR
VENTILATION
IN TH'S ROOM
BY FAN
STORM
DRAINAGE PUMP
SEE ENGINEERING
DRAWINGS
TOWNG SIGN
SEE 1A/A21
SIGN 5K 16/A21
56' LONG
w'2E1 STOP
see DETAIL 1/A21
ECTRICAL
PANEL
ens I r� I n I rr 1 eer I rr l— I sm. I a 1 oar I oar 1— 1 rr I re. I— 1 oar I oar. I aaa� I— I
THIS PORTION OF GARAGE IS TO HAVE MIN. GLR. HEIGHT OF 8'-2" ( NOT FLOOR TO FLOOR HEIGHT)
BELOW DUCT, PIPING ETG TO COMPLY WITH APPLICABLE DISABLED ACCESSIBILITY REQUIREMENTS
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY
NOT BE USED FOR ANY PROJECT EXCEPT AS INDICATED
HEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL
VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
GLUSH DESIGN ASSOCIATES
Residential, Commercial Building Design & Consulting
6572 Nonnridge Dnve San Jose, Ca. 95120
P6,(408) 268-1665 i Fax: (408) 268-2022
NEW CONDOMINIUMS
535 ALMER ROAD
OWNER: MANOOCHEHR JAVAHERIAN
BURLINGAME, CA
5' 0'
5% SLOP
EXHAUST
1
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rr 1 rr'1 a— I,.Isl` ).:1atN�aRIIR I a1
1
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1
DRAWN: G.D.
CHECKED: G.D.
DATE
APRIL-7-03
SCALE:
1/4 " - 1-0"
SHEET
A.3
OF SHEETS
LN'O EAR(\6
TYPICAL NOTES FOR MECHANICAL AND PLUMS. WORK FOR ALL PLOORS. - - _ es $
I- IT 18 CONTRACTOR'S 6T ON AND
N PROVING Arm SUBMIT COMPLETEINCLU MECHANICAL 45 48 ND LOWS, 68
-RIND THE CONSTRUCTION AND Or DR T41L CITY APPROVAL AS ALCONIED INCLUOIND ITEMS A5 FOLLOWS,
PROVIDE SIZE AND LOCATION OP DRAINADG AT LLVE 6AND09 BALCONIES.
b- AND LOWER
ER ONE 010 FOR WATER HEATER IM INSIONG ANCHORS OR STRAPS AT POINTS WITHIN THE UPPER
0419
AND LOWER DISTANCE
CE O Or ITS VE CENT DIMENSION, THE LOWER ANCHOR/STRAP LOCATED TO MAINTAIN
A MINIMUM E DISTANCE OP 4' ABOVE CONTROLS. UPO 9107
2- PROVING METAL SHOWER PAN WITH AMIN 9/4' PIA. DRAIN PIPE WHERE THE WATER LOCATION
WHORL'
NOT INSTALLED
ON RESULT
IN 4 MADE 0 IN AN ATTIC, ITS SPADE. LIVING AREA OR OTHER LEGATION 2124E L LARDER
WOULD
RESULT IN WITH
AA I TO WILDING . 0 E D /6 PIPE SHALL
TERMINATE
PAN 0/05 SE E DUIL 3° D!A. 04009 THAN WATER
NEATER WITH I MIN. DEPTH OE 3'. 0. DRAIN FIFE SHALL T'RMOATE OUTSIDE THE WILD INO FEJNDATI04 OR WMA VS THLS
69
IS NOT PRACTICAL OR LOPE THE AT ANOTHER LEGATION NL-OUAGO * 1 THE iTY O D NNSEEGTOR AND SHALL HAVE A
GOktIN0009 MINIMUM SLOPE THRCVOMGUT ITS NOTI OP ONE-GUAR?GR INCN. GIN OF SVRLINbAMM' MrN'GIPPL GONG ID.13.050 , ITC 5!0.1
3- ALL JACUZZI AND SPAS SHALL MELT THE POLLOWIW REGNIREFSNTS,
e- TUS WATER HEATER SMALL Be LISTED . NEC DD0-41-E
8- PROVIDE ACCESS PANEL FOR TVS MOTOR AND ,LM.TION BOX.
O- ALL ELECT. RECEPTACLES LOCATED IO FT. OP TUB WALLS SHALL DE DPI TYPE.
G- ALL LIDNT PIXT.REB AND LID9TIND OUTLETS OVER TIE TA OR WITHIN 8 IT. OP T.D WALLS SHALL EE MIN. 0• T-6'
ABOVE THE TOP OP THE RIM OP TUB AND SMALL EE PROTECTED Ef A DPI CIRCUIT.
•- HYDRO MA88ADE TUB CONTROLS AND HALL SWITCHES SMALL DE LOCATED A MIN. 9 FT. PROM THE T.D.
1- ELECTRICAL RECEPTACLES THAT PROVIDE POWER POR THE T D SHALL re DPI TYPE,
4- PROVIDE GIULKIND AND SEALANT AT ALL PIPE PENETRATIONS TNRU HALLS POR PROPER CONTINUATION OP BOUND PROOFIND.
5- PLA8TI0 PIPE PENETRATIONS IN ACOLBTICAL PARTY f8OOR-GGILIND OR WALL ASSEF4LIGS ARE PRd4191TGD. (UNLESS
SPECIFICALLY ALLOWED DY THE LISTED ASSEMBLY INSTALLED TO ACCOMPLISH THE SOUND MITIDATIONJ
6- PROVING REQUIRED PROVISIONS POR SOLNDMOISG CONTROL AND NDUI. GODS RLWIRED DAMPERS AT ALL
M GT PENETRATIONS THRU PARTY WALLS AND 1410049 BETWEEN THE 6NITB..
19'-3'
105
32'-4'
-10
CORRIDOR
12'-11'
STEEL PANEL
DOORS HIATGH AND
LOGKEET.PROVIDE
0°,02° LOUVERS AT THE BOTTOM
DININ6�
ROOM
PP
-6'
f'ROVIDG ?IOUND ,
INSULATION
� .y� aow,m RCH
SOFFIT A-'.V=
SUN TUNNEL
ABOVE
FAMILY
ROOM
UNIT
11'-6'
NOOK
r
4,-11' r \ 8,-6'
1 'I
RAILIND
O
PATIO
FIRST FLOOR PLAN
DISABLED ACCESSIBILITY ADAPTABLE BATHROOM
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY
NOT BE USED FOR ANY PROJECT EXCEPT AS INDICATED
HEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL
VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
75'
REFRIDj/
COOK
KITCHEN a�.NTop `.
A
11'-6'
SINK-)
METAL 6RATE5 /
NO COLUMN ABOVE GRADE LEVEL HERE
ONLY MT . ORATE MAX. 10' HE16P1- IN THIS AREAS
GLUSH DESIGN ASSOCIATES
Residential. Coo,nlerc!al B%HOng Design 8 Consulting
8572 Northridge Drive San Jose, Ca. 95120
Ph. (408) 268-1665 / Fax: (408) 268-2022
-TYPICAL NOTES POR NSTDND, AND 9RD FLOORS;
I' -'PROVIDE R.IP INSULATION IN ALL SMALLS OP TOILET ROOMS,
BATHROOMS, PONDER ROOM AND LAUNDRY ROOMS POR
SOUND INSULATION ryRPOSE.
2- ALL WALL AND FLOOR ASSEMBLIES 9EPARATIN6 DWE'LLIND UNITS
PROM EACH. OMR AND COMMON AREAS LIKE ENTRY, STAIRSCORRIDORS,
ELEVAT10R8, STORADES TO HAVE 1-11N. OF 50 era 4 IIC SOUND
TRANSMISSION RATING TYP.
SEE DETAIL
TYR
REVISIONS BY
02'042003
A J�SY -03
EFE
30'-6'
DN.TO
PARKINS
4,-0.
DININ& ROOM
V
LIVING ROOM
LESEN:
DETAIL 91M TO®
AROH 50PPI
/ ABOVE
IHR PARTY W.A.I.
EXTEND &VP...D PROM
0HT6 R 5HTS TO FLOOR
NEW CONDOMINIUMS
535 ALMER ROAD
OWNER: MANOOCHEHR JAVAHERIAN
BURLINGAME, CA
RAILING
ST
V
EN ..{(ZZ •?
OF CA\1FC�
DRAWN: G.D.
CHECKED: G.D.
DATE
APRIL-07-03
SCALE:
1/4' 1'-0'
AEET4
OF SHEETS
/
owe
WALK IN
CLOSET
L.
e .fr
eA 5.
DUET
GOIASO
L 5,_II• /6 w_T•
4 9 O
PATIO
ACCESSIBILITY NOTES FOR ALL FLOORS:
PAMILY ROOM
REVISIONS
BY
02'04,2003
EFE
A JvWy-I-o3 L CA
POWDER
!I 1
SECOND FLOOR PLAN
X DISADLr ACG!55101L!TY ADAPTA0L0 tATMtOO4
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY
NOT BE USED FOR ANY PROJECT EXCEPT AS INDICATED
HEREON UNLESS PERMISSION IS GNEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL
VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
CALGL05
PININ6 ROOM
GLUSH DESIGN ASSOCIATES
Residential, Commercial Bunking Design E Consuling
6572 Northridge Nye San Jose, Ca. 95120
Ph: (808) 268-1665 / Fax: (4081 268-2022
------------------------
9-2✓ W7
O41!�5
LWVINS
------------
0
D2.htu
CONUECr To D5
FR�v. F RST LOOS
Las. -_..vim
�E eAEv /l>
--'S
NEW CONDOMINIUMS
535 ALMER ROAD
OWNER: MANOOCHEHR JAVAHERIAN
BURLINGAME, CA
:R.g7N R,A�Ldks .
1003JJd1 Alternative W4waye
10033311.1 Clnvly stairways. Circular stairways conform-
ing to the requirements of this section rosy be used as a meats of
egress component in any occupancy. The minimum width of con
shad.ol be less than 10 inches (254 mm) and me smaller stairway
radius shad ern he less than wire tie width of the stairway.
100.UJas Winding stairway. InGroup it, Division 3Occu-
pancies and in private 4ahways is Group R. Division I Occupan-
cies, winding stairways may he used if the aqukcd width of rue s
provided at a point no more than 12 inches (305 nun) from the
side of the erainvay where the treads are narrower. but in no ease
shad the width of n.a be leas than 6 inches (152 nun) at any point.
1063.3.3.13 Spiral stairways. In Group R, Division 3 Occupan-
cies and in private stairways within indlvdual units of Group It
Division 1 Occupancies. spiral stain.ye may be installed. A spi-
ralstdwayu• stairway having a cloud circular form in its plea
view with uniform saline shaped needs attached to and radiating
about a minimum diameter supporting column. Such stairways
may be used a a required roam egress egrecomponent where the
rued is limited to 400 square fro (37.16 mc).
The tread shall provide a clear walking area measuring *t lent
26 inches (660 mm) from the oven edge of the suppotirg column
to the h er edge of the handrail. The effective tread is delineated
by the nosing radius line, de exterior arc (inner edge of ailing)
and rho overlap radius lime (nosing radius line of tad above).
Effective tread dimensions are take* along a hot perpendicular to
the center Tine of the tread. A n oo(m leas 7t/t inches (191 mm)
shall be provided at a point 12 inch. (305 mm) from where the
tread is the narrowest The rise shall be sufficient to provide a
headroom clearance of not ies. than 6 fro 6 inches (1981 malt
however, such rise shall not erred 91/2 mean (241 elm).
DRAWN: G.D.
CHECKED: G.D.
DATE
APRIL-7-03
SCALE:
1/4 " m 1'-0"
AOES
`
OF SHEETS
/
4_ 7 5 5
STAIR
FAMILY ROOM
AJV�Q i
L,�IIY
ovav �,ce.-nazi
KITG
THIRD FLOOR PLAN
VL nAa _7 n..=c � ' =
lg_�•
LIBRARY
I I.
DINING ROOM
f'
DReia t.
0(-=
ruu es n
REVISIONS
BY
02042003
EFE
TIR.Y-1 '43
CA
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY
NOT BE USED FOR ANY PROJECT EXCEPT AS INDICATED
HEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL
VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS,
GLUSH DESIGN ASSOCIATES
Residential, Commercial Building Denign & Consulting
6572 Northr'Age Drive San Jose, Ca. 95120
Ph: (408)268-16551 Fax: (408) 288-2022
NEW CONDOMINIUMS
535 ALMER ROAD
OWNER: MANOOCHEHR JAVAHERIAN
BURLINGAME, CA
DRAWN: G.D.
CHECKED: G.D.
DATE
APRIL-07-03
SCALE:
1/44= 1'-0"
AEET6
OF SHEETS
4/
F TEFAEICCATIS
COLWTW TTP.
P?E3A3317C.ATTEE
CcLutul TYR
'13RR %QLW
L
EUA.T-LT
RAIOdt01346R 43CH
FRONT ELEVATION
13E1
J'1L�v n ^'Lr r
cage
TILE (TEI®tACATo)
VAKEZE
METAL OLITTER
6TJCCo EOM
6ALCa/Y EEY
I I
L
Fn1 RR 26*
PAPK 411 LCVE1
NOTE ALL ELEVATIONS SHOWN HERE ARE ARCWITECTJRA{. FLOOR FINISH ELEVATIONS.
COORDINATE WITH SECTIONS FOR STR1CTJRAt. ELEVATIONS.
RAMPS Aft NOT NOUN FOR CLARITY. COORDINATE WITH SITE PLAN AND RELATED DETAILS
DET CRETE b'
TILE (TE10tACATO)
FAMED METAL GLITIERA193.0
VNYL WINDOLUE •
RA LEISkT 4
CatIRETE (T LE Ash To)
.�1 PAETEE3GALYAWm•
- Z G A MTAL Mtn,
N
42. MI3144
REAR ELEVATION
CCUr °TUT,
PAIeNit CELEif I.E.AF
PAWNS FLOC! LEVEL __
J! (XLA II
O.C-24_
REVISIONS BY'
TUw-I-03 a
Z
w cc
• W
Q ¢ Q
ZO "U
O cc w�
0w =¢
Z J 0
O ¢ zin <cc
uJ W CO
z
0
DRAWN:
G.DJ F.D.
CHECKED:
0.0.
DATE
APRIL-7-03
SCALE:
JOB NO.
REN.(
�OFC
i P
I
SHEET
A.8
%OF
SHEETS
CONCRETE
TA.E (TERRACAro, TO)
❑ ❑ ❑
N 1•
-i-
L�•
rtl'Z1,tL u . c 4 .�„�� tiJ .J Lf �il,.•
P (� r'l t^� rl 1 R r1 /. /1 } .1 1•1 .
C�OLJW TT R.
WAR RN
PALING
u '
�u L^
1'L^
upecuscr
RAALL ACfI
STUCCO Brow
STUCCO TIR o t®
Car "a4
-1�
eTucco Brow
V 'fit
•
=over! ror
TUB CIERRACATOJ
PANTED
GUTTER
es
7.
ET. co EONS
✓ rItt TOT
NAT D GALVANIZED
PET GUTTER
C
cCOO1L.vV1�+aam.
IAIED
!i
ITCH
RALINI
j
STUCCO
FOAM NEVI
L
L
FRS
COUPN TO RAISE MOVE GRADE .
ONLY MIL ORATE MAX IC N IEIGNT ABDrE GRADE LEVEL
LEFT SIDE ELEVATION
NOTE ALL ELEVATIONS $NOUN HERE ARE ARCHITECTURAL FLOOR FINISH ELEVATIONS.
COORDINATE UATFI SECTIONS FOR STRUCTURAL ELEVATIONS.
• G-<SPEB
°F CAL*
REVISIONS ' BY
3uty-I-03! (A
z
ir
• w
�¢
O av
�W
ZCC Em
LL.1 OO
O ¢ o?
Mcc
w Lc' w m
Z z
0
i
DRAWN:
G.DJ F.D.
CHECKED:
G.D.
DATE
APRIL-7-03
SCALE:
JOB NO.
SHEET
A.8a
OF SHEETS 1
PAW QALVANI3D
PETAL GUTTER
STUCCO Wed
bAH T!!Ai
II 1
/AqE PORE ORAE'U4Y
i=t1TIOwelb SEE MAL
cab:Rh-re r
TEE [TERRACATOI
roan TRel COVERED
PAN1194N.VANIMO
PETAL GUTTER
iF�YANDM9
III 111 J
RAILNi
TILE [ .4RiAOROCFING CONCRETE
�, 701
l
ill=-i—'1
IRCN
PARCN4 LEVEL
RIGHT SIDE ELEVATION
NOTE, ALL ELEVATIONS SHOII.N HERE ARE ARCHITECTURAL FLOOR FNISH ELEVATIONS.
COORDINATE WITH SECTIONS FOR STRJCTUR L ELEVATIONS.
AHED AALVANZED
N Icuriae
REVISIONS BY
DRAWN:
G.OJ F.D.
CHECKED:
G.D.
DATE
APRIL-7.03
JOB NO.
SHEET
A.8b
/ ` OF. SHEETS /