HomeMy WebLinkAbout118 Clarendon Road - PlansTRUE REFERENCE
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ACCESSORY 5I;WCTURE
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LANDSCAPING
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8EE
EE SHEET L-I
50D' F'ROPERTY�, LINE
SIDEWALK
�{EI WATER
METER
(E)20"
NON -FRUIT TREE
(E) 12"
NON -FRUIT TREE
TO BE REMOVED
TREE
6"
1-FRUIT TREE
(E)
eETBAGlG
AVERAGE TOP OF CURB t
50.01 + 4983 / 2 49.95'
MAXIMUM HEIGHT
4e.55' + 30'
LEFT SIDE DHE u_
5026 +_ 45.46 / 2 = 4981'
RIGHT SIDE DHE
49.85 + 4836 / 2 4935'
1
i AVERAGE FRONT SET15AGK
SETBACK
138 CLARENDON RD - 39.4'
`j 128 CLARENDON RD
126 CLARENDON RD -15.1,
122 CLARENDON RD - 20.0-
11E CLARENDON RD -18.5' (alaSCT PROPERTY)
112 CLARENDON RD - 24.0'
110 CLARENDON RD _ 21.3'
AVE. OF 1
INTERIOR LOTS -22.1'
.r...._(E) STREET
TREES (N)S17E PL14N
CLARENDON ROAD wCALE 1/8"=1, - 0"
60' RIGHT OF WAY
PUBLIC WORK NOTES
1 Replace all defmfive sldew,B,, curbs and goners where regw.red by the city. All new sidewalk
curbs, & gutters ,ball be built to City stadd.,6. A citymmuchmwtpttmit is required.
2 Permit is required from engineering department for any street openings, such as sidewalks, curbs
end street pavement.
3 Approved pressure ingot.., is roq.i,.d for new water service An mina,cd type pressure rcgahan
prededed by an adequate stainer shall be installed and the static pressure reduced to 80 psi or less.
Approved rcgWators with integral bypasses arc acceptable. EachsuchrcgulatormdstminerslHdIbc
essibly located and shall have the strainer readily accessible for cleaning without removing the
regulator or strainer body ar disconcerting the supply piping. All pipe size determined,,, shall be
based on BO%of the reduced pressure whm using table 6.5. CPC 608,2
SEWER & WATER DEPARTMENT
1 Conrad water depadmentfor disconnectof water service poor to demolifiunof dwellings.
2 New 1 (o l g) to b d t d by B Id g 3 pt. t fireinkl sprers Need
doubt, heckvalueNSC app d) S F Spmtkl Sy (mrate, thr heat
and Chy CityofB 1 " pp fi T
3 Water ducaurrom tudisconscor misting service at City air
4 far,l caapl rel aspermty e .ryt specr6e,toea Abmdov the eeieting sewerate lral
[. b¢iHdepartm t,ppe
5 All macda, a b b h 11 M1 with
d on removable backnow prevenn d Installed
ices
fi az side
b provided th per
ay 605.3 controlling all ounos end mstallM on the
discharge aideko water meter esper UPC605.3
7 Need All 1okflwOwdevicemfrdgatlonsystem. Building Divisivefctflmeterend service
.size. All beckflow devices must be tasted and togged by a SM Comtycedfica[ed rester. ,
CONNECTIONS TO CITY WATER MAIN
All water comeclions to ma city water manta for or in, servicin, line pmicSri.. are to be installed per city
standard p aeado sand mated,] sped6cation's Contact the city wakr department for Smucaton fees.
Allfoe services and services 2" and over will be installed bythc builder.
NATIONAL POLLUTANT DISCHARGE ELIMINATIONPERMIT
The projmt,bell comply with the City', NPDES permit requiremrnts to prevent storm water
poll I
BACKWATER PROTECTION CERTIFICATION ORDINANCE
ContractContracell to polviall all mumehou ne necessary for the BACKWATER PROTECTION
CERTIFICATION ORDINANCE, #1710. All forms and mfom 6m is available at the City
ofBuIi gamc,BWldi gDi'sion BMC IS 12.110 Thescibm namtbefilbdoutand
approved by the responsible department prior to the gsmfing ofebWlding permit.
SANITARY SEWER LATERAL
Them— lateral may or may not ... d to be tested. Tafing hlboamen, can be found on the
City of inihignmcw,hait,. Iftested the sanitarysewer lateral(buildingsewer) Shall be
tested per SEWER ORDINANCE TEST ORDINACE, # 1329. BMC 15.12.310 Testiag
infannetan is ¢vailable at the Building Depmm�mt comter. An mcoud m otpennit is
rcqufred from the public works department whenever the city's portion ofthe sewer lateral o,
city element is to be laid and / or comectcd to the sewer mains. The Contract., shall obtain
avid.. of the approval and the data of he approval from the City ofHurlingame or the
Owner oFthe property.
WASTE REDUCTION PLAN
The C nnutor shall be respmtsiblu for prop¢mthe, of a Waste Reduction Plan as mquirrd by the City
of Badingame. Contact the Recycling Specialist at the City ofRodingame (650) 559-7271 for loans
su guidmce. These fomis must befitted am and npprovtxl by the rcsponsitledcparhnent pdorto me
granting I. building permit
STORM WATER (SEE ALSO'RAIN WATER COLLECTION' NOTES SHEET N-1)
No storm waters, underground waters dmimng from my let, budding or paved areas shall be allowed
to drmnto,dlacentpropertiesnotshallmusewatersbe,o mtcdtothecrtye,amtary,ewnr system
These waters shall all dram to pumping regadlessof the slop, oftth, property. Mmamicl isptNomcode secethonf 18st.ra08w.010(i) ynr
LANDSCAPING/TREES
EXISTING TREES
N I killing or tnmmmg of pees shall be,flowed without permit from the Beeutification
CurramOstutthat are. at least 48' m cercumferevice nt a point 54" above grade. All exisfingtrees to
n must be pmtected during was ,6m by appmvedmethods
TREE PROTECTION MEASURES
The following tee prwervetion measures apply to all tress to be roamed:
• No storage ofineterial, topsail, vehicles or eq p t h 11 be permitted mthm me tree endosurc
• The ground under and aromd the treccanopy hall [bc al[crN
T i b t d hell b g t d dmemmmcd az necessary t survival
Hum p
k to b performed beyond
p P k m: building ing
p t d fthplansy fivthCity mrcincluding th Pln
C I Thbuilding er, p,) t d tauthor corractr t b t,Revon to the
City fora myworkmt graphically illustrated in the.. plans
prior [o performing this work
SPECIAL INSPECTIONS
The Canrractor shall be. responsible far the Special hispanic, and Testing Agmemcnt as provided by
the City
CONSTRUCTION ACTIVITY (HOURS)
No person shall erect (including excavation and Starting), demolish, alter or repair any building or
,radon other than between the following hours. Holidays arc the first day of January, the third
Monday ofFebmmy, the last Monday of May, the fourth day, ofraly, the first Monday of Septambcr, the
cicvei th day of twenty-fifthovember, the £audit Thursday in November d the twenty-fifth day of December, or
f theton ty-fifth day of December falls on a Sunday the following Monday is a holiday,
I M day through Friday, 7 am to 7 pro
2 Saturday.: 9 a. to 6 pro
3 Smidys End H toys 10 am to 6pm
ILLUMINATED STREET NUMBER
Approved numbers m addresses shall be placed iv such a position as to be plainly visible and legible
from the street or road front," the propertySaid numbers shall wnlmst with thew backgrotad, shall be
s ofonehalf(1/2)inchstrokebytwoandace-half(21/2)i.h high dsh¢IIbummer
mtemally or externally illmmate<1mall new croswcdon,,Itemh Cir p f istngicipa1 d.
Thepower007CBC501.2 on shall not be normally ssmtcheble 6tyof➢urhngeme Mummpal Code
18.08.010.2007 010.2007 Cec 501.2
FIRE SPRINKLER SYSTEM
1- Automatic Fire Sprinkler system throughout Residence and including the
existing carport is REQUIRED - YES
Ued puml permit- So. TIRE SPRINKLER SYSTEM aates'C'/N-I
COuvings shalt be subrmtt d to Building Department for review and approval.
Fir. Sprinklers h II be installed and shop drawings shall be approved by the
Fire Department prior to installation
2- Min I'water motor required - see'Watc D partmenf notes above.
TO DOMESTIC
HOUSE
VALVE
TO Flr
MAIN CONTROL SYSTEM
VA4vYE
dGUSLE CHECK VA-Vc
�LJI -" AT MODEL
MRWIFI . srA ANp
aim DE TO "IN5E, INCa. CERTIFlEO BY A
912E Dll-Pl- DE Tise TY CERTIFI@D
BY ESIILDINfi DEPr TEetE13
Note: Schematic of water lateral as shown above:
If the fire protection line and domestic water is separate, submit plans
for the fire protcetion t ndergmin d to the 1lmlingamR Building Apparlmpnt
pn io Wllay'ens.
3- Provide a backf1m, pievmamn,twice, UaC approved dodbic check Assembly. 68'brill
Contractor hell insure the doable check Ice assembly for fie protection shall be tested
and approved by a San Mateo Envwosimental Health approved contractor prior to
sch didnig Water Department final inspection.
4- All sprinkler drainage. shall be placed into landscaping areas
PROJECT INFORMATION
PROPERTY OWNER:
JOE ANTONIO
118 CLARENDON ROAD
ELIRLINGAME, CA'34010
(415) 3-13-e9436
DESIGNER:
J DEAL ASSOCIATES
000 MITTEN RD, SUITE 102
EURLINGAME, CA S4010
(650) 691-13-10 (TEL)
officeQdealassoclates.com
LANDSCAPE ARCHITECTURE:
WILL / STEPHENS DESIGN
3421 1&TH STREET
SAN FRANCISCO, CA 54114
(415) 401-1899
BUILDING DATA
LOT SIZE (50'x158')
SURVEY ENGINEERING:
FREYER 4 LAURETA, INC.
144 NORTH SAN MATEO DRIVE
SAN MATEO, CA'34401
(650) 344- eS01
wwwdreyerlaureta.com
7,900 SF
ALLOWABLE FLOOR AREA RATIO
7,900 x 0.32 + 1,100 + (400 for Garage) 3,628 SF
(400 SF for Gara
(4,028 SF) TOTAL
ALLOWABLE LOT COVERAGE
7,900 x 0.40 3,160 SF
EXISTING. BUILDING DATA
FIRST FLOOR
1,111 SF
ENCLOSED/ COVERED FRONT PORCH
118 SF
FIREPLACE 1
7 SF
GARAGE / ACCESSORY STRUCTURE
668 SF
CFO BE REMOVED)
EXISTING FLOOR AREA RATIO
1,.111 + (118-100 sf exception) + 668
1,797 SF
EXISTING LOT COVERAGE
1,111 + 118 + 7 + 668
1,904 SF
NEW BUILDING DATA
FIRST FLOOR ADDITION
940 SF
(2,051 -1,111 )
COVERED PORCH
127 SF
FIREPLACE 2
11 SF
(BALCONY)OVERHANG
65 SF
SECOND FLOOR ADDITION
1,355 SF
DETACHED GARAGE
581 SF
NEW FLOOR AREA RATIO
1,111+940+1,355+581(127-100 sf exception)
4,0145F
NEW LOT COVERAGE
1,111+940+7+11+127+581+65 2,845SF
r1RA1A1I1,11, INI11FY
A-1 - IN) SITE PLAN, NOTES
A-2 - EXISTING SITE, FIRST FLOOR & ROOF PLAN
A-3 - NEW FIRST & SECOND FLOOR PLAN
AA - (E) & (N) FRONT & REAR ELEVATIONS
A-5 - (E) & (N) LEFT SIDE ELEVATIONS
A-6 - (E) & (N) RIGHT SIDE ELEVATIONS
A-7 - ROOF PLAN, DETAILS
A-8 - BUILDING SECTIONS, DETAILS
G-1 - DETACHED GARAGE PLAN, ELEVATIONS
L-1 - LANDSCAPING PLAN
T-1 - SURVEY PLAN
SF-1 - SQUARE FOOTAGE CALCULATIONS (FOR PLANNING DEPT ONLY)
CODES
All work shall be done in accordance With the
applicable National
& local codes and ordinances.
California Building Code 2010
California hfechanical Code 2016
California Plumbing Code 201.0
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California Electneal Code 2010
California Energy Efficiency Standards 2008
City of Burlingame Municipal Ordinances
J H N 1 20'4
CONSTRUCTION TYPE
Dwelling Type VS
Garage Tyre VB
Ure OF BURILP-1GAM
BUILDING OCCUPANCY GROUPS
G DD-PL.A.NNINO DIV.
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TYP
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3/0x3/6 3/0x3/6
C5MT CSMT
EE LOR _
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i_—--- --- -
(N) SECOND FLOOR PLAN
SCALE 1/4"= 1' - 0"
LEGEND
-(E) WALL TO REMAIN
—NEW WALL
^fl (E) —'EXISTING'
(N) —'NEW'
�nl (R) —'REPLACEMENT'
NIC NOT IN CONTRACT
UNO — UNLE55 OTHERWISE NOTED
DN — DOWN
2/8x6/8 — DENOTES 2'-B' WIDE x6'-V HIGH
EE — EMERGENCY EGRE55
SEE DETAIL '-'/-
FG — FIXED GLASS
5Cs — SAFETY GLAZING/TEMPERED GLASS
FD — FRENCH DOOR
DH — DOUBLE HUNG
C5MT — CASEMENT
FCSMT— FRENCH CASEMENT
Ni SLDR—SLIDER
HW — HIGH WINDOW
(DASHED LINE -SEE ELEVATIONS)
rl, F — FURNACE
WH — WATER HEATER
FP —FIREPLACE
WH — WATER HEATER
KS — KITCHEN 51NK
VS — VEGETABLE SINK
DW _ DISHWASHER
MO —MICROWAVE OVEN
WR — WINE REFRIGERATOR/COOLER
D — CLOTHES DRYER
W — CLOTHES WASHER
4 e —CEILING BREAK
—SLOPED CEILING
h gbl —DENOTES CEILING HEIGHT(V-6')
I I
Im I
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LOWER 8
ROOF
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(SEE SITE PLAN)-- A_g 21 9 DECK (ABOVE) 3_e
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(2) 2FD/8x6/8
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FG I(ABOVE) ON
" MAX I FLT MAX S
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IB SEE -THROUGH le
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N2i L GAS FIREPLACE
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LINEN (W
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9 I GUEST (E)LIVING ROOM 1
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wWU^ lE)BEDROOM FIREPLACE
INSERT
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1
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(E) REAR ELEVATION
/ SCALE 1/4"- 1' - 0"
LEGEND
EXTERIOR FINISHES
(E)
—'EXISTING'
WINDOWlS
lN)
—NEW'
ALUMIMUN CLAD WOOD WINDOWS
TOP
— TOP OF PLATES
WITH TRIM/STUCCO MOLD
TOS
— TOP OF SUBFLOOR
SEE DETAIL E'/A-7
'
FF
— FIN15H FLOOR
ROOFING
FY
— FOUNDATION VENT
COMPOSITION SHINGLE
COMPLY WITH COOL ROOF REQUIREMENTS
DS
— DOWNSPOUT
COLOR PER OWNER'S DIRECTION
RWL
— RAINWATER LEADER
ENTRY DOORS
EE
— EMERGENCY EGRESS
WOOD -STAINED OR PAINTED
FG
— FIXED GLASS
REAR FRENCH PATIO DOOR
SG
— SAFETY GLAZING/TEMPERED GLA55
ALUMINUM CLAD WOOD DOORS
CSMT
—CASEMENT
(TYPICAL TO WINDOWS)
DH
AU.N
— DOUBLE HUNG
— AWNING
DIRECT VENT
FD
—FRENCH DOOR
FIREPLACE
TERMINATION FLUE,
12
-T!
CAP \
TYP 7
W.I. RAILING/PICKET
m LE55 THAN 4"..c.
CLEAR SPACING;;
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DIRECT VENT"
GAS FIREPLACE
(N) REAR ELEVATION
SCALE 1/4",. 1' - 0"
(E) FRONT ELEVATION
SCALE 1/4"- I' - 0"
EXTERIOR FINISH
CEMENT PLASTER (STUCCO), U.ON.
STONE VENEER AT THE FRONT (PER ELEVATIONS)
EAVES
SEE DETAIL- SHEET 'A' e E'/ A-7
GUTTER
ALUMINUM PREPAINTED
DOWNSPOUTS W[ LEADER HEADS
ALUMINUM PREPAINTED TO MATCH
SURROUNDING AREA
EMERGENCY EGRESS
(2) 2/bx4/0
' ..�.-.'.� irCA9EMENT WINDOW
�[. MAXIMUM HEIGFIi (79.95')
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STONE .'SNEER ; p•.
49.B7' _.: .......... `� SEE DETAIL r��DHE
lb"A6" FOUNDATION VENT 4935'
(GALVANIZED METAL SCREEN)
(N) FRONT ELEVATION
LEGEND
(E)
—EXISTING'
IN)
—'NEW'
TOP
— TOP CF PLATES
TOG
— TOP OF SUBFLOOR
FF
—FINISH FLOOR
F/
— FOUNDATION VENT
DS
— DOWNSPOUT
RWL
— RAINWATERLEADER
EE
— EMERGENCY EGRESS
FG
—FIXED GLASS
51.
— SAFETY GLAZING/TEMPERED GLASS
CSMT
— CASEMENT
DH
— DOUBLE HUNG
AWN
— AWNING
FD
— FRENCH DOOR
EXTERIOR FINISHES
WNDOWS
ALUMIMUN CLAD WOOD WINDOWS
WITH TRIM/STUCCO MOLD
SEE DETAIL 'EYA-1
ROOFING
COMPOSITION SHINGLE
COMPLY WITH COOL ROOF REQUIREMENTS
COLOR PER OI.NER'S DIRECTION
WOOD -STAINED OR PAINTED
REAR FRENCH PATIO DOOR
ALUMINUM CLAD WOOD DOORS
(TYPICAL TO WINDOWS)
EXTERIOR FINISH
CEMENT PLASTER (STUCCO), U.ON.
STONE VENEER AT THE FRONT (PER ELEVATIONS)
EAVES
SEE DETAIL- SHEET 'A' 4 'B'/ A-7
GUTTER
ALUMINUM PREPAINTED
DOWNSPOUTS W/LEADER HEADS
ALUMINUM PREPAINTED TO MATCH
SURROUNDING AREA
DIRECT VENT
FIREPLACE
TERMINATION FLUE —
CAP
04(a8 a-3
F�111 rt[I�11= -
STUCCO �_T.....
BAND Jyj
o _
—` MAIN FL OR
(E) LEFT SIDE ELEVATION
SCALE 1/4"= 1' - 0"
— — _ _ _ — _ _ _ _ _ — _ _ - _
12 MAXIMUM HEIGHT (7555')
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INSURER-
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MIN 30"x 24"
TONE VENE
DATION YENT,---
FOUNDATION ACCESS
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\EMERGENCY EGRESS
(2) 2/5x5/0. EACH I
SEE DETAIL
CASEMENT WINDOWS
/{
EMERGENCY EGRESS/
(2) 3/Ox3/b EACH
CASEMENT WINDOWS
�1 (N) LEI`T SIDE ELEVATION
SCALE 1/4"- I' - 0"
REVISIONS BY
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I Pr=_AJn
(E)
—EXISTING'
(N)
— NEW,
TOP
— TOP OF PLATES
TOS
— TOP OF SUBFLOOR
FF
—FINISH FLOOR
FV
— FOUNDATION VENT
DS
— DOWNSPOUT
RWL
—RAINWATER LEADER
EE
— EMERGENCY EGRESS
FG
— FIXED GLASS
SG
— SAFETY GLAZING/TEMPERED GLASS
CSMT — CASEMENT
DH
— DOUBLE HUNG
AWN
— AWNING
FD
— FRENCH DOOR
EXTERIOR KINISHES
ALUMIMUN CLAD WOOD WINDOWS
WITH TRIM/STUCCO MOLD
SEE DETAIL 'E'/A--i
ROOFING
COMPOSITION SHINGLE
COMPLY WITH COOL ROOF REQUIREMENTS
COLOR PER OWNER'S DIRECTION
ENTRY DOORS
WOOD -STAINED OR PAINTED
REAR FRENCH PATIO DOOR
ALUMINUM CLAD WOOD DOORS ---- —
(TYPICAL TO WINDOWS)
EXTERIOR FINISH
CEMENT PLASTER (STUCCO), U.ON.
STONE VENEER AT THE FRONT (PER ELEVATIONS)
EAVES
SEE DETAIL- SHEET 'A' / 'D'/ A-T
GUTTER
ALUMINUM PREPAINTED
DOWNSPOUTS W/ LEADER HEADS
ALUMINUM P REPAINTED TO MATCH
SURROUNDING AREA
(E) RiGsHT SIDE ELEVATION
SCALE 1/4"= i' - 0"
�]—. — T _ _ — — — _ _ _ — — _ — — _ _ — — —.
(N) RIGHT SIDE ELEVATION
SCALE 1/4-' . P - 0"
/4"
REVISIONS BY
11-21-13 HE
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'ACCUVENT'
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I P
OR EQUAL SOLID BLKNG
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VENT (SEE RGF OPLAN)
/FOR
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ROOF TRUSS!In:)l;=-=TrAAli
MIN 2x4 NAILER a 24"o.c.4 12 `NAILED TO R/R
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2x6 EXTERIOR
GRADE FASCIA
Ix' EXTERIOR GRADE
WD SOFFIT BEAD
COR-A-VENT'S-400
VENT STRIP
CONT. RID
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��ESTUGGO e 3/4"• I'- 0" SEE DET
12" T
3x4 EXTERIOR
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GRADE LINTEL,
PAINTED
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GRADE LEDGER
ATTACHED TO WALL,
PAINTED
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SAVE
SEE DETAIL
PROVIDE
FLASHING/DRIP CAP
WINDOW HEAD UN-O.
SEE TYP DET E/-
2x4 EXTERIOR GRADE
WOOD HEADER TRIM
3.5" STD WINDOW
/STUCCO WOOD MOULD/ FLAT
( CASING \
\ WNDOW
� X1
3x3 EXTERIOR GRADE
WOOD WINDOW SILL
nanIIa WINDOW
PLYWD
SHEATHING
(E1 TYP. WINDOW DET
ROOFING
(SEE PLAN)
'ACCUVENT'
OR EQUAL SOLID BLKNG
j 12
BAFFLE W/ NOTCHED OPENING EACH BLK
y TYP
FOR VENT UN.O. (SEE ROOF PLAN)
4„
`iNOTCH
MANUFACTURED
ROOF TPo.ISS
MIN 2.4 NAILER - 24"—
i--NAILED
TO R/R
DOOR
THRESHC
FRENCH
DOOR UNIT
FINISH FLOOR
\
(PER OWNER DIREGTIONJ \II
111
CFIN
WD BASE1
SEALANT
�
FOR SHSH O
RP
NOT OWN
SEE DETAIL
EAVE DETAIL
3/4 I' - 0"
APPLY JOINT
SEALANT
/ GSM SONDERIZED
THRESHOLD FLASHING
/(I -PIECE SILL PAN)
'/1//// TILE BASE
SLOPE
------------
/ BEAM /
PER STRUCTURAL
FLOOR JOIST R-30 /
PER STRUCTURAL CATHEDRAL
BATT
MIN 2x10 PTDF ® 16".-
CANTILEVERED DECK
JOIST
PER STRUCTURAL
TRELLIS
SEE DET
TILE FINISH MATERIAL(PER OWNER SELECTION)
OVER WATERPROOF DECKING
(SEE 'DECK MEMBRANE' NOTE SHEET '-'/N--
OVER 1-1/S" P.T. Tt G FLUID DECKING,
U,ON, PER STRUCTURAL
(SEE ELEV)
FLASHING
1,12" TI-K x 1-1/ 2 WIDE
FOR DRIP
'O AT SOFFIT
SEE
DETAIL q_g
rF1 TYF. WINDOW DET
(N) ROOF PLAN
% SCALE 1/4"- I' - 0"
REVISIONS BY
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09 p
SHEET
A-7
of SNEEI
BEDROOM 2
MANUFACTURED
ROOF TRUSS
(E) CRAWL SPACE
(E) FOOTING
(SEE 'ECTICN5 NOTES' THIS SHEET)
(N) FOOTING
PER STRUCTURAL
SECTIONS NOTE:
Sections shall only be used for general framing
concepts and may not be to scale. All structural
elements including beams, framing, girders, headers
etc. along with piers and foundations shall be as per
structural drawings by the engineer of record.
Sections shall not be scaled for any purpose. No
determination, inspection or measurement has been
made regarding the size of or structural integrity of
framing, piers or foundations. Any discrepancies
between sections and existing conditions shall
immediately be brought to the attention of the
engineer of record and all work shall cease until the
issue is resolved.
5UILDING SECTION
SCALE 1/4 1' - 0"
5 TOP — —
BEAM
PER STRUCTURAL
2x10 a 24"
UON PER STRUCTURAL
— — TOP _
TOS
TOP
I
MAIN 1=1-bOR
NOTES' THIS SHEET)
rCK b I K IUKAL
FOR INFORMATION
NOT SHOWN
SEE DETAIL(—)
FLASHING OVER
DRIP CAP
STUCCO WD MOLD ___--
FOR WINDOW HEAD
SEALANT
WINDOW UNIT
(SEE PLAN)—
5EALANI
WD WINDOW SILL
SEALANT-
2x4 PTD
STUCCO /___-
BELLY BAND
STUCCO WD I
FOR WINDOW
D
C$
ROOFING
SEE PLAN)
/2x' DBL l
TOP PLATES l
_ _ tOP_ OF PLATE
n MAX 4x8 / bx8
OR EQUALHEADER BEAM
(PER STRUCTURAL)
`V
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z
2
CONT 4x12 OR &x12 FOR Iwosr
OR EQUAL HEADER NOT SHOWN
(PER STRUCTURAt,s SEE DETAIL
L)
HEAVE / OPENING DETAIL
A_8 3/4"= 1' - 0"
BUILDING SECTION
f SCALE 1/4"= 1' - 0"
- COPPER ROOFING'---.�_
CT
ULTIPLE THIN PLY GLUED LAYER
OF PLYWD CURD -SHAPED ROOF,
TTT
DECKING
I
/ MULTIPLE THIN PLY GLUED—,
-- --
LAYER OF PLYWD OR 2x'
CUT TO SHAPED R/R g
74"o MAX
I
4'-0 I
ROUNDTOP—.�
WINDOW UNIT
(SEE PLAN) WIBBEEHIND IT�
(SEE PLAN)
L------�
CONT 4x12 OR 6x12
----"OR EQUAL HEADER
(PER STRUCTURAL)
WINDOW UNIT
BEHIND
.WINDOW UNIT I (SEE PLAN)
(SEE PLAN)
ROUNDTOP IUINDOW E CURVED ROOF DETAIL
3/4"- 1' - 0"
TOP
m
MAIN FL R
HIS SHEET)
-1A
REVISIONS
DATE 5-13-13
S— AS NOTED
oRpwN HE
ANTONIO
s"E A-8
uF SHEET
70P
REAR ELEVATION
SCALE 1/4"= V - 0"
LEFT SIDE ELEVATION
SCALE 1/4"= V - 0"
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WOOD DOOR—
.._...._.__.
.. ........
H I I
_ CALIE SIDE ELEVATION
SCALE I/4"= I' - 0"
ROOF PLAN
SCALE 1/4"= I' - 0"
COMPOSITION SHINGLE
ROOFING TO MATCH
AT DWELLING
12
STUCCO MOLD/TRIM
EXTERIOR GRADE
ACIA TO MATCH
TYP, TO MATCH \
m DWELLING \
AT DWELLING
FENCE
RETURF
FRONT ELEVATION
SCALE 1/4"= 1' - 0"
SECTION
1 SCALE
(E)ADUACENT GARAGE
r(E) WD FENCE
FLOOR PLAN
SCALE 1/4"- P - 0"
REVISIONS BY
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SME AS NOTED
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NEW WOOD FENCE TO MATCH EXISTING.
INSTALL HORIZONTAL STEEL CABLES POP
VINES
433ERG -IR: 9 ROi
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• STONE PILLARSWITI I TTALL BLACK METAL PENCE STONE PAVERS
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NORTH
TRUE REFERENCE
NORTH
CLARENDON ROAD
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(50, e6)
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ASSUMED A
BENCHMARK �50 � (50, PIQ I F
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F,F.=53.13'� 049 j-95J
I �Ad
F.F. =52.58
NOTES:
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49 34J 1) AN ASSUMED BENCHMARK OF 50.00 a
49, 0,yj I99 85J (49. 54J 2.18' (4B B2J_ WAS USED FOR THIS PROJECT SURVEY. ¢
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JOB NO.
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