HomeMy WebLinkAboutCD 2017-0005; CORBIN HOUSE; Site Plan_NORTH
LEGAL-Lot 3 -Parcel Map 21144
APN. 207-360-55
LOCATION MAP
• RESIDENTIAL GREEN BUILDING STANDARDS --SEC. so3.f.{
Recycling. -. a minimum of 50% of construction waste is to
be recycled. CGC 4.408. 1.
Recycling. -· ·the contractor shall submit a Construction
Waste Management Plan to the juris<flction ·agency that regulates waste
management, per CGC 4.408.2.
Operation and maintenance manual. ~ . . . . . :the builder is to
provide an operation manual (containing information for maintaining appliances,
etc.) for the owner at1he time of final inspection. CGC 4.410.1.
Pollutant control. --tllat during construction, ends of duct
openings are to be sealed, and mechanical equipment is to be coveraj. CGC
4.504.1.
PoUutant control. '--VOC's must comply with the
limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and
4.504.5 for: Adhesives. Paints and Coatings, Carpet and Composition Wood
Products. CGC 4.5042.
Interior moisture control. -'-·the moisture content of wood
shaU not exc aed 19% before it is enclosed in construction. The moisture content
needs to be certified by one of 3 methods specified in Section 4.505.3. Building
materials with visible signs of water damage should not be used in construction.
The moisture content must be determined by the contractor by one of the
methods listed in CGC 4.505.3.
Indoor air quality . ..:.. . ~throom fans shall be Energy Star
rated. vented directly to the outside and controlled by a humidistat. CGC
4.506.1.
.Kl o TE -prior to final inspection ihe licensed contractor, architect
or engineer in responsible charge of the overaD construction must provide to !he
building department official written verification that all applicable provisions
from the Green Building Standards Code have been implemented as part of the
construction. CGC 102.3.
"EVSE" -electrica! vehicle supply equipment (EVSE} is required in
an new residential construction. The location of the electrical vehicle supply
eqnipment is to be shown on tbeE.b,ctrical 1'1an ~ must consisfot minimum _1 • conduit
extending from the main panel to a junction box where the EVSE receptacle will ~
be provided. The main service panel must be sized to accommodate 208/240
Volt, 40 amp dedicated branch circuit.
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R-1 ZONE DESIGNATION
RLM GENERAL PLAN LAND USE DESIGNATION
MAX BUILDING HEIGHT 24 FEET (Proposed 23 Feet)
PARAPET Allowed to extend 4 ft. above the 24ft.
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CITY DISTRICTS
WATER DISTRICT -CARLSBAD
SEWER DISTRICT -CARLSBAD .
SCHOOL DISTRICT -CARLSBAD
SET BACK TABLE -
FRONT -20ft.
SIDES -1 Of-t.
REAR-20ft.
TffiS LOT WAS PREVIOUSLY GRADED
THE LOT HAS ALL UTILITIES SUB
TO THE SITE
IMPERVIOUS AREA
HOUSE & GARAGE
foot print = 2121 sq. ft.
DRIVEWAY AREA= 3696sq.ft.
WALKWAY AREA= 82 sq. ft.
Storm Water-Projeds which disturb less ttian one acre of soil shall
manage storm water drainage during conslruction by one of the following: A.
Retention basins. B. Where storm water is conveyed to a public drainage
system. water shall be filtered by use of a banier system, wattle or othe!
approved method. CGC 4.106.2.
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TOTAL IMPERVIOUS AREA= 5899 sq. ft.
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' Grading & Drainage · site grading or drainage system will manage aH surface
water flows to keep water from entering buildings (swales, water collection,
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French drains, etc.). CGC 4.106.3. .
---,f . Green Building Standards
i.nigation • automatic lnlgalion sysl\lrn conlrollers shall comply with
the CGC Section 4.304.2 as follows: Weather l>ased control!em shall haw
. ~-s,,parate wired or Wireless rain sensor which connects or communicates With the
contraller(s). SoD moisture based controllers are not required to have rain
sensors.
Budget -, for new residential constructi~ where landscape
irrigation -is planned a water budget shall be developed that conforms to
local landscape ordinance or the California Department of Water Resou,,:es
Model Waler Efficient Landscape Ordinance (MWELO), which ever is more
stringent -
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WA~--LAl'l"DSCAPE IRRIGATION WATER USE SHALL
HA VE WEATHER BASED CONfROLLERS
-THE CITY OF CARLSBAD REQUIRES THE
INSTALLATION OF A BYPASS TEE AND
ASSOCIATED BALL VALVES & BE INSTALLED
ABOVE GRADE ON THE MAIN WATER SUPPLY
LINE BEFORE IT ENTERS THE BUILDING (W35)
PLOT
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DRIVEWAY CROSS SECTION LOT COVERAGE
LOT AREA= 19,083 sq. ft.
HOUSE & GARAGE
foot print= 2121 sq. ft.
TOTAL COVERAGE= 11.1 %
PLAN
THIS IS NOT A SURVEV -TIIE INFORMATION PROVIDED ON nns PLAN AND OTHER
A.TTACHEDSHEETSAREDEEMEDRELIABLEBUTISNOTGUARANTEED-CONTRACTOR
I OWNER TO VERIFY ALL ELEMENTS OF THIS PROJECT WITH THE EXISTING SITE
SCALE -1" = 20'
-----------------~--~-
SCOPE of WORK-
-Const. 2 Story SFD = 2532 sq.ft.
-4 Bedrms, 3 Baths, 2 ~ Baths
-3 Car Garage = 795 sq. ft.
-Deck on 2nd Floor= 744 sq.ft
-Covered Entry Porch = 63 sq. ft.
CDP 15-42
C'D 'J-017-o~
THESE PLANS SHALL COMPLY WITII THE 2013 TRIENNlAL ED. OF
THECAUF. CODE CBC, THE 2013 CALIF. ELECTRICAL CODE CEC, 2013
CALIF. MECH CODE, CMC, 2013 CALIF PLUMBING CODE CPC, 2013 CALIF.
ENERGY CODE, :2013 CALIF. FIRE CODE CFC & ALL APPLICABLE CITY
CODES and ORDINANCES
BUILDING CODE DATA-
CONSTRUCTION TYPE -VB
OCCUPANCY -R-3
STORIES-2
SPRINKLES-YES
THE CONTRACTOR RESPONSfflLE FOR THE
CONSTRUCTION OF THE SEISMIC-FORCE
RESISTING SYSTEM SHALL SUBMIT A
WRITTEN STATEMENT OF RESPONSIBILITY
TO THE Bf!ILDING OFFICIAL PRIOR TO WORK
OWNER-
Dale & Debbie CORBIN
4398 Yuki Ln.
Carlsbad, CA 9200S
ph. 760 214 3032
•
HIRAM S. ANDRADE & ASSOC.
PLANNING & DESIGNS
pb. (760) 746-2558
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SHEAR TRANSFER INTE~IOR'WALLS SHEAR TRANSFER E~]'_._WM,,LS SHEAR TRANSFER EXT.WALL FLR TO FLR
SHEAR TRANSFER DETAILS 4>< 1o0Llt> eL.c>GKIN6 --11"--JII/
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SCALE -112." =1 '-0"
NOTE· PLY. WD. SHEETING TO
PROVIDE_RADIANT_BARIUER
l 5/8" PLYWOOD FLOOR SHEETING-T&;G
CDX 42/16 OVER FLR. JSTS -NAIL W/ lOd
COMM. @6" 0. C. @ALL SUPPORTED
EDGES & IO" 0. C.FIELD (STAGGER
PLYWOODSHEETIING) -
SWPE SHEETING MIN.%" TO IFT
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BCI FLR JSTS -16"@ 16"-0.C.
R-30 INSTJL. IN CEILING
112" DRYWALL@ CEILING &
WALLS-TYP. 101
518" PLYWOODFL04JR SHEETING-T&G
CDX 42/l60VERFLR. JSTS-NAJL WI 10d
COM!lf.@.6"0.C.@ALLSUPI'ORTED
EDGES& 111"(,J.C. Fllil,D(STAGGER
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W~CWA,l.l. ,e, 1,-S
PloYWOOriSHEETING) . .
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Bel FLR JSTS -16" @ 16" O.C.
PROVIDE 518" TYP X DRYWALL
ON CEILING OF GARAGE
2 x 6 STUDS@l6" O.C. IJU. WALLS .---.
R-19 INSUL. IN FLOOR
lo'
PROVIDE Y." DRYWALL ON
CEILING & WALLS
2 x 6 TOP PLATES LAP@
48" MIN. TY!'.
2 x 6 STUDS @ 16" 0. C. TYP. ---1,f;
· 2 x 6 BLKS. @MID POINT TYP.
2 x 6 SOLE PLATE '-.
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(2) 2x 6 TOP PLATES-LAP
48" MIN. TYP.<-SEE DETAIL
2 x 6 STUDS @ 16'' O. C. TYP.
-. ----
; 12" DRYWALL@ CEILING &
WALLS-TYP.
2 x6PARAPETw/2 x6
TOP & BOT PLATES
-SIMI' A-35@ EA FLR JST
CONN. TO TOP PLATE
SIMP A~3.5 @\EA FLRJST ,
CONN. TO TOP PLATE
~R-I9INSUL.@ALLEXT. WALLS
-EXT. STUCCO OVER lS# FELT
GRADE 'D' FELT -(2) LAYERS) of
WOOD SHEAR PANELS
STUCCO WEEP SCREEN -TYP. 2 x 6 P. T. BOT. PLATE TYP. /@FTG. PLATE LINE-MIN. 4"
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1 /4" DIA. SHOT PINS @ 48" O.C.
"BOS TI CH"
SECTION E..;E
LUMBER -D.F. #2 OR BETTER
NAILING SCHEDULE PER CBC
TABLE 2304 -9.l
FRAMING SECTIONS
SCALE-114" =1'-0"
SHEARPANELLOCATIONS &
HEADERS INDICATED ON SHT. ~
GRADE -SWPE -2% MIN. -->
~oe-:D,t,.,l.-€ t; t,e 613\E coR1:>1..i
4':>98 '(wKi Li's\.
C AIZLS\3~'1">
PREPARED BY
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HIRAM S. ANDRADE & ASSOC.
PLANNING & DESIGNS
ph. (760) 746-2558
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PLUMBING NOTES
-PERMANENT VACUUM BREAKERS SHALL BE
INSTALLED WITH ALL HOSE BIBS
-PROVIDE ULTRA LOW FLUSH TOILET, 1,2$
GPF (MAX) & MAX J.5GPM FOW ON
FAUCETS @KIT, LAV. & BAR SINKS
-SHOWER HEADS TO HA VE MAX. 2.0GPM
FLOW·
-SHOWER WATER VALVES TO BE PRESSURlt
BALANCED OR THERMOSTATIC MJXING VALVES
-DISCHARGE POINT FOR ANY EXHAUST AIR
WILL BE AT LEAST 3 FT. FROM Al'i-Y OPENING
WHICH ALLOWS AIR ENTRY INTO TIIE BU1LDG.
-PLATES CUT FOR PIPES SHALL PROVIDE A
METAL TIE M1N .058 THICK x 1.5 IN. & SHALL
BE FASTENED ACROSS THE OPENING w/
(6) -6-d NAILS MJN. EACH SIDE
-WATER CWSETS TO BE IN A TABLE 4,303.i FIX'IVRE FLOW RATES
-DRYER VENT TO OUTSIDE. 4 JN. GALV. PIPE
MAX. 14FT. LENGTH, MAX OF (2) 90% BENDS
-SHOWER,SHALL .. ~!=. -· ·-··· . . .. : · 30"CLEARWIDTH·SPACE&
TILE WAINSCOTING TO 72 IN. w/ SHATTER 24" MIN. SPACE IN FRONT
PROOF ENCLOSURE & DOOR
-EXHAUST FAN TO BE VJi;NTED THROUGH
ROOF TO EXTERIOR
-PRE-PLUMB HOUSE FOR FUTURE SOLAR WATER
HEATING-PROVIDETWO%"COPPERPIPES.
AT THE ROOF FOR FUTURE SOLAR PANELS
-SHOWER PAN TO BE HOT MOP & 15 LJJ. FEL'J"
ON WALLS w/TILE TO 72 IN. -2 "''D'fL"'-.
-----·
MAXIMOMFLOWRATE AT 2!20 %
Jl'.lXl'ORE TYPE :REDUCTION Hot Water piping siz.ed %" or larger is
required to be insulated w/ 1" insulation Fo:.;cwc:er:.:;h~eads:=----+-----,;2:,Jg!!:11:::•iic!!@~BO~p!!:s;i .-----...J
larger pipes 1" reqs. 1112" insulation, :vatory filqcets, 1.5 gpm@ 60 psi2
¥," size hot water pipe to the Kitchen idential
sink is required to be insulated 60psi
2. Lavatory faucets shall not have a flow rate less tbn 0.8 gpm at 20 psi.
----·---·-----·-·--·-··--
AN APPROVED OUTSIDE TANKLESS WATER
HEATER IS TO BE PROVIDED & TO COMPLY
. w/ MIN. DISTANCE REQS. & MANUF. SPECS.
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TANKLESS WATER HEATER
RHEEM -No. EC0200XLP3
9.5'GPM -199,900 BTUs
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2nd FLOOR. PLAN =1ss3~~.n
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NEW WJNDOWS TO BE VINYL FRAMED
DOUBLE GLAZED· SLIDING OR AS NOTED.
-------·-------
VINYL FRAMED WINDOWS SHALL HAVE
·WELDED CORNERS & METAL
REJNFORCEMENT IN THE INTERLOCK AREA ---.
THE MANUFACTURED WINDOWS SHALL HA VE A
L;\BELATTACHED CERTIFIED BY THE NATIONAL.
· FENESTRATION RATING COUNCIL (NFRC) AND
SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS .
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FLOOR PLAN.
ALL WEATHER-rua,)SED SURFACES SHA:J,L BA VE
A WEATHER-RESISTIVE BARRIER TO PROTECT THE
INTERIOR WALL COVERING AND THAT EXTERIOR
OPENINGS SHALL BE FLASHED IN SUCH A MANNER
AS TO MAKE THEM WEATHERPROOF
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~ ~k:::. 568' ':7.Q,F"'('., ph. (760) 746-2§58.
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