MA 2020-0009 Braga Residence 54017 Madero (Avenida) (03.09.21)
March 9, 2021
Gabriel Rios
Rios Designs, LLC
77-570 Springfield Lane Suite C
Palm Desert, CA 92211
To whom it may concern:
The Design and Development Department has reviewed your Minor Adjustment
application (MA 2020-0009), pursuant to Section 9.210.040 of the City of La Quinta
Zoning Code.
REQUEST:
Grant up to a 10% adjustment to increase the allowable bedroom square footage,
from 35% to 38.5% to accommodate the proposed remodel, per the attached
exhibit. The applicant is looking to increase the allowable bedroom square footage
to reconfigure the interior of an existing home and add an additional bedroom. Based
off the new 38.5 percent maximum, the square footage of all the bedrooms shall
not exceed 613 square feet. All other development standards for additional
bedrooms, including parking requirements, have been met by the applicant.
DECISION:
Approval is granted for the requested adjustment based on the following findings
and subject to the conditions of approval listed below:
1. Minor Adjustment 2020-0009 is consistent with the La Quinta General Plan,
in that the proposal does not alter the approved land use for the property
or affect land use on surrounding similar properties.
2. Minor Adjustment 2020-0009 is consistent with the intent of the La Quinta
Zoning Code in that the requested adjustment will be conditioned to comply
with all other development standards as required under said Zoning Code.
3. Processing and approval of Minor Adjustment 2020-0009 is in compliance
with the California Environmental Quality Act. The adjustment requested
falls under CEQA Guidelines Section 15305(a) as a “Minor Alterations in
Land Use Limitations” - Class 5 Categorical Exemption.
4. Approval of Minor Adjustment 2020-0009 is not detrimental to the public
health, safety and general welfare, nor injurious or incompatible with other
properties and land use in the vicinity. The adjustment has no impact on
health or safety issues and will not affect physical land use characteristics
in the vicinity.
CONDITIONS OF APPROVAL:
1. A building permit shall be obtained prior to construction.
2. The proposed construction shall comply with all other development standards
as required under the La Quinta Zoning Code.
Please be advised that the City only approves three Minor Adjustments per lot,
regardless of the percentage of the development standard adjusted. This approval
relates only to allowance of the adjustment as stated above and does not imply any
entitlement or approval of a building permit for any structures shown on the plans
on file. All other development standards of the La Quinta Zoning Code are applicable
and shall be adhered to in preparing plans for building plan check.
Sincerely,
Sijifredo Fernandez
Associate Planner
18'-912"SETBACK5'-0"SETBACK
80.01' ⅊
100.00' ⅊100.00' ⅊GARAGE460 SQ.FT.(E) 6'-0" HIGHCONC. BLOCKWALLCALLE CHILLONAVENIDA MADERO (E)PLANTER(E)PLANTER(E)PLANTER(E)PLANTER(E)PLANTER(E)PLANTERRESIDENCEREMODEL1,592 SQ.FT.EXISTING CURBAND GUTTER20'-1034"SETBACK @ 10'-0"20'-0"SETBACK(E)PLANTER(E) CONC.DRIVEWAY(E) CONC.DRIVEWAY(E) CONC.DRIVEWAYEXISTING CURBAND GUTTER(E)PLANTER(E)PLANTER(E)PLANTER(E)DIRT(E)DIRT(E)DIRT(E)DIRT(E)GATE(E)GATE(E) 6'-0" HIGHBLOCK WALL(E) 6'-0" HIGHBLOCK WALL(E) 6'-0" HIGHBLOCK WALL(E) 6'-0" HIGHBLOCK WALL(E) 6'-0" HIGHMETAL FENCE(E) 6'-0" HIGHMETAL FENCE(E) 6'-0" HIGHMETAL FENCE(E) PR. W.I.GATES(E) PR. W.I.GATES(E) 6'-0" HIGHMETAL FENCEEXISTING RESIDENCEEXISTING GARAGETOTAL STRUCTURETOTAL SITETOTAL EXISTING LOT COVERAGE1,592 SQ.FT.460 SQ.FT.2,052 SQ.FT.10,018.8 SQ.FT.(E) 20.5%AREA TABULATIONSGENERAL INFORMATIONOWNER:LEGAL DESCRIPTION: PROJECT ADDRESS:ZONING:OCCUPANCY:KEVIN & ALME BRAGA54-017 AVENIDA MADEROLA QUINTA, CA 2253LOTS 1 & 2 MB 019/044774-192-02454-017 AVENIDA MADEROLA QUINTA, CA 92253RCR-3TYPE V-B NON-RATEDNORTHGREEN BUILDING CODE REQUIREMENTS CON'T.1.ALL CONSTRUCTION SHALL BE IN CONFORM TO THE FOLLOWING CODES: 2019 CALIFORNIA RESIDENTIAL CODE, PART 2.5 2019 CALIFORNIA BUILDING CODE PART 1 & 2 2019 CALIFORNIA ELECTRICAL CODE, PART 3 2019 CALIFORNIA MECHANICAL CODE, PART 4 2019 CALIFORNIA PLUMBING CODE, PART 5 2019 CALIFORNIA ENERGY CODE, PART 6 2019 CALIFORNIA FIRE CODE, PART 9 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 112.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE ALLDRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF STRUCTURAL,MECHANICAL, ELECTRICAL, OR FINISH WORK. IF THERE ARE ANY DISCREPANCYS INTHE DRAWINGS, IT SHALL BE BROUGHT TO THE DESIGNERS ATTENTION FORCLARIFICATION PRIOR TO INSTALLATION OF SAID WORK IN QUESTION. ANY WORKINSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED AT THEEXPENSE OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER ORTHE DESIGNER.3.DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONSAND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH WORK. THE DESIGNERSHALL BE NOTIFIED OF ANY DISCREPANCIES IN WRITING FOR CLARIFICATION PRIORTO PROCEEDING WITH SAID WORK.4.THE CONTRACTOR SHALL, IN CONJUNCTION WITH OTHER TRADES, PROVIDE ALLCUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TOCOMPLETE THE WORK AND RESTORE ANY DAMAGED OR AFFECTED SURFACESRESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITIONTO THE SATISFACTION OF THE OWNER AND THE DESIGNER.5.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING, EXPANSIONJOINTS, SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEMWATERPROOF.6.PROVIDE ELECTROLYTIC ISOLATION BETWEEN DISSIMILAR METALS.7.ANY STEEL SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BYTHE STRUCTURAL ENGINEER AND DESIGNER, PRIOR TO ANY FABRICATION ORINSTALLATION.8.THE GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES (PLUMBING,ELECTRICAL, TELEPHONE AND UNDERGROUND WORK, IF REQUIRED.9.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONARY,CENTERLINE OF STEEL, BEAMS OR COLUMNS, (UNLESS NOTED OTHERWISE).10.FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB. (UNLESS NOTEDOTHERWISE).11.THE GENERAL CONTRACTOR SHALL COORDINATE FRAMING MEMBERS, THEY SHALLBE SPACED TO PERMIT INSTALLATION OF REQUIRED PIPING / CONDUITS PER CODE.THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS,BRACES AND BLOCKING AS REQUIRED FOR A COMPLETE INSTALLATION. THISINCLUDES ALL BACKING PLATES FOR RAILINGS, CASEWORK, TOILET ROOMACCESSORIES, MECHANICAL, PLUMBING, ELECTRICAL OR MISCELLANEOUSEQUIPMENT, IF REQUIRED.12.THE REUSE OF ORIGINAL OR ALTERED DRAWINGS, BY THE OWNER, AGENTS FORTHE OWNER, OR OTHER PARTIES WITHOUT THE WRITTEN APPROVAL OF THEDESIGNER IS PROHIBITED. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY ANDHOLD HARMLESS THE DESIGNER FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES,EXPENSES AND ATTORNEY FEES ARISING OUT OF THE REUSE OF THESEDRAWINGS.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES AND THESAFETY PRECAUTIONS/PROGRAMS IN CONNECTION WITH THE WORK.THEDESIGNER DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE. IN NOCASE, DO THESE CONTRACT DOCUMENTS RELIEVE THE GENERAL CONTRACTORFROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OFOMISSION.14.THE DESIGNER PREPARING THESE CONSTRUCTION DOCUMENTS WILL NOT BERESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO THESEDOCUMENTS. ALL CHANGES TO THESE DOCUMENTS MUST BE SUBMITTED INWRITING AND THE APPROPRIATE DOCUMENTS.15.DEMOLITION CANNOT BE STARTED WITHOUT OBTAINING WRITTEN NOTICE TOPROCEED FROM THE CITY/COUNTY OF SAID PROJECT.16.DISPOSE OF DEBRIS, RUBBISH, ETC., AS REQUIRED BY CODE. LEAVE THE WORKAREAS BROOM SWEPT CLEAN ON A DAILY BASIS.17.TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERALCONTRACTOR PRIOR TO THE START OF CONSTRUCTION.18.BATHROOM ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC.WITH IN WALLS SHALL BE SEALED AGAINST MOISTURE PER C.R.C.19.UNLESS NOTED OTHERWISE, EXTERIOR CEMENT PLASTER APPLICATION SHALLCONSIST OF A 3-COAT PROCESS PER C.R.C. THE CONTRACTOR SHALL PROVIDE ALATH BASE USING "RIB-LATH" WHERE REQUIRED TO PREVENT SAGGING. THEPLASTER IS TO BE APPLIED USING THE FOLLOWING: 1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT PLASTER APPLICATIONSHALL BE 7/8" MIN.20."ALL" OR "EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THEBUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM.A/CAIR-CONDITIONINGABANCHOR BOLTABVABOVEADAAMERICANS WITH DISABILITIES ACTALALUMINUMANOD ANODIZEDAPPROXAPPROXIMATE(LY)BRDBOARDBELBELOWBETBETWEENBLDGBUILDINGBLKG BLOCKINGBMBEAMCABCABINETCBCCALIFORNIA BUILDING CODECRCCALIFORNIA RESIDENTIAL CODECICAST IRONCJCONTROL JOINTCLCENTERLINECLFCHAIN LINK FENCECLGCEILINGCLRCLEAR(ANCE)CMUCONCRETE MASONRY UNITCNTCOUNTCOCASED OPENINGCOLCOLUMNCONC CONCRETECONSTCONSTRUCTIONCONTCONTINUOUSCTCERAMIC TILECRPT CARPETDEPT DEPARTMENTDFDRINKING FOUNTAINDIADIAMETERDIMDIMENSIONDKDARKDNDOWNDODITTODRDOORDWGDRAWINGE EAST(E)EXISTINGEJEXPANSION JOINTELEVELEVATIONELECTELECTRICALEQEQUALEQUIP EQUIPMENTEWHELECTRIC WATER HEATEREXHEXHAUSTEXPEXPOSED, EXPANSIONEXEXISTINGEXTEXTERIORFASTFASTEN, FASTENERFDFLOOR DRAINFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFFFINISH(ED) FLOORFINFINISH(ED)FIXTFIXTURE(S)FLRFLOOR(ING)FLUOR FLUORESCENTFOCFACE OF CONCRETEFOFFACE OF FINISHFOMFACE OF MASONRYFOSFACE OF STUDSFSFLOOR SINKFTFEET, FOOTFTGFOOTINGGAGAGE, GAUGEGALVGALVANIZEDGIGALVANIZED IRONGRGRADEGYPGYPSUMHDRHEADERHDWRHARDWAREHPHIGH POINTHORIZHORIZONTALHMHOLLOW METALHRHOURHTHEIGHTHVACHEATING/AIR-CONDITIONINGININCH, INCHESINTINTERIORJTJOINTLANGLELAMLAMINATEDLAVLAVATORYLBPOUNDLBLLABELLBSPOUNDSLEDLIGHT EMITTING DIODELFLINEAR FOOT/FEETLHLEFT HANDLNLINELPLOW POINTLTLIGHTMATLMATERIALMAXMAXIMUMMBRMEMBERMECHMECHANICALMEDMEDIUMMFRMANUFACTURE(R)MINMINIMUMMISCMISCELLANEOUSMMMILLIMETERMTMOUNTMTLMETALNNORTH(N)NEWN/ANOT APPLICABLE/NOT AVAILABLE/NOT ALLOWEDNICNOT IN CONTRACTNONUMBERNOMNOMINALNTSNOT TO SCALEO/ OVEROCON CENTEROH OVERHANGOPPOPPOSITEPERFPERFORATEDPLPLATE, PROPERTY LINEPLAMPLASTIC LAMINATEPLASPLASTICPLFPOUNDS PER LINEAR FOOTPLUMBPLUMBINGPOCPOINT OF CONNECTIONPRPAIRPROPPROPERTYPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPAINTPVCPOLY VINYL CHLORIDEPLWD PLYWOODQTYQUANTITYQUALQUALITYRRISERRARETURN AIRRADRADIUSREFREFER, REFERENCEREFERREFRIGERATORREQREQUIREMENTREQDREQUIREDREVREVISION(S)RHRIGHT HANDRMROOMROROUGH OPENINGRWDREDWOODSSOUTHS&PSHELF-POLESASUPPLY AIRSCHDSCHEDULESECSECONDSECTSECTIONSFSQUARE FOOT/FEETSGSEMI-GLOSSSHTSHEETSHTHGSHEATHINGSIMSIMILARSJSEISMIC JOINTSTSTEELSTDSTANDARDSTRUCTSTRUCTURALSUSPSUSPENDEDSYMSYMMETRY(ICAL)TTREADT>ONGUE AND GROOVETBDTO BE DETERMINEDTBLTABLETHKTHICK(NESS)TOCTOP OF CONCRETE, TOP OF CURBTOPPTOP OF PARAPETTOSTOP OF STEEL, TOP OF SHEATHINGTOWTOP OF WALLTSTUBE STEELTSTUBE STEELTYPTYPICALUNFUNFINISHEDUNOUNLESS NOTED OTHERWISEVERTVERTICALVTVINYL TILEWWEST, W SHAPEW/WITHWCWATER CLOSETW/OWITHOUTWPWATERPROOFINGABBREVIATIONS1.WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE THAN1.28 GALLONS OF WATER PER FLUSH, KITCHEN FAUCETS MAY NOT EXCEED 1.8 GPM,LAVATORIES ARE LIMITED TO 1.2 GPM, AND SHOWERHEADS MAY NOT EXCEED 2.0GPM OF FLOW. (CPC 403 & 408)2.AUTOMATIC IRRIGATION CONTROLLLER(S) INSTALLED BY THE BUILDER SHALL BE INA PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: a. CONTROLLERS SHALL BE WEATHER - OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. b. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEM THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTRILLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CALGREEN 4.304.1)3.SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROMBUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEERTHAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION ANDDRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE CURRENTLY ENFORCED BYTHE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THEBUILDING DEPARTMENT (CGC 4.106.3)4.A MINIMUM OF 65% OF CONSTRUCTION WASTE IS TO BE RECYCLED. (CGC 4.408.1)5.PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE STORMWATER DRAINAGE DURING CONSTRUCTION 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 BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD (CGC 4.106.2).6.LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER OR SOIL BASEDCONTROLLERS (CGC 4.304.1).7.CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THEJURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2.GREEN BUILDING CODE REQUIREMENTSSHOWERHEADSFIXTURE FLOW RATESFIXTURE TYPEMAXIMUM FLOW RATE1.8 GPM @ 80 PSILAVATORY FAUCETS1.2 GPM @ 60 PSIKITCHEN FAUCETS1.8 GPM @ 60 PSIWATER CLOSETS1.28 GALLONS/FLUSHURINALS0.125 GALLONS/FLUSHNOTE: SHOW COMPLIANCE WITH THE FOLLOWING TABLE FOR NEW / REPLACEDFIXTURES, PER CGC 4.303.1GENERAL NOTES8.BUILDER IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FORMAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION (CGC 4.410.0).9.THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIEDBY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITHVISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THEMOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THEMETHODS LISTED IN CGC 4.504.3.10.BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT. (CGC 4.506.1)11.PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT, OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THATALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVEBEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. (CGC 102.3)12.ELECTRICAL VEHICLE CHARGINGELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE) IS REQUIRED IN NEW ONE & TWOFAMILY DWELLINGS AND TOWNHOMES WITH ATTACHED GARAGES. THE EVSE MUSTCONSIST OF 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. CGC 4.106.413.NEW RESIDENTIAL CONSTRUCTION WHERE LANDSCAPE IRRIGATION WATER ISPLANNED, A WATER BUDGET SHALL BE DEVELOPED THAT CONFORMS TO LOCALLANDSCAPE ORDINANCE OR THE CALIFORNIA DEPARTMENT OF WATERRESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT. TO VIEW THE MWELO:http://www.water.ca.gov/wateruseefficiency/docs/MWELO_TbContent_Law.pdfFOR THE LOCAL LANDSCAPE ORDINANCE CHECK WITH CITY/COUNTY PLANNING DEPARTMENT. CGC 4.304.1.SITE PLANSCALE: 1/8" = 1'-0"A1.0GENERAL NOTES,
ABBREVIATIONS, SPECS,
& SITE PLAN
Proposed Remodel
for
Kevin & Alma Braga
54-017 Avenida Madero
La Quinta, California 92253
APN: 774-192-004Sheet Date & DescriptionRev. #Job # 2020.50Residential & Commercial T.I. Designs,
Custom Plans, Additions, & Remodeling
Gabriel Rios
77-570 Springfield Lane, Suite C
Palm Desert, CA 92211
Cell: (760) 485-7431
email: riosdesigns@yahoo.com
THESE DRAWINGS ARE AN
INSTRUMENT OF
SERVICE AND REMAIN
THE PROPERTY OF
RIOS DESIGNS, LLC
THEY ARE NOT TO BE
REPRODUCED, OR ALTERED,
DISCLOSED OR ASSIGNED
TO ANY THIRD PARTY
WITHOUT THE EXPRESS
WRITTEN PERMISSION
OF RIOS DESIGNS, LLC.Date: 02/17/2021
(E) MASTERBEDROOM8'-0" CL'G.21 SQ.FT.(E) 6036 XO
(E) BEDROOM 38'-0" CL'G.(E) BEDROOM 28'-0" CL'G.(E) HALL8'-0" CL'G.(E) LIVING ROOM8'-0" CL'G.(E)BATH 28'-0" CL'G.(E) MSTR.BATH8'-0" CL'G.(E) OFFICE8'-0" CL'G.(E) SITTING AREA8'-0" CL'G.(E) GARAGE8'-0" CL'G.16 SQ.FT.(E) 4040 XO2
40 SQ.FT.(E) 6068 SLDG. GL. DR.33.4 SQ.FT.(E) 5068 SLDR.2(E) 6068 SLDG. GL. DR.
40 SQ.FT.6(E) 6040 XO24 SQ.FT.(E) 3068 S.C.
(E) 26685
(E) 2468
5+36"+36"(E)SINK(E)SHWR.(E)TUB /SHWR.(E) LIN.(E) COAT(E) PR. 2068BI-PASS DRS.(E) PR. 3068BI-PASS DRS.BI-PASS DRS.(E) PR. 3068(E) 2668(E) 2468(E) 3068 S.C.5(E) 4040 XO
16 SQ.FT.2(E) 4040 XO16 SQ.FT.(E) 4040 XO16 SQ.FT.(E) 3068 S.C.(E) 2868S.C.(E) 2868S.C.(E) 3068 S.C.
(E) 2668
(E) 2668
(E) 2068(E) 20681155433333333337(E) 3036 XO(E) 3068(E) 16070 SECTIONAL ROLL-UP33333"3"3'-0"3'-312"1'-2"4'-0"
10'-0"(E)KITCHEN8'-0" CL'G.+36"(E)REF(E)RANGE+36"+36"89(E) 5040 XO
20 SQ.FT.(E)DW(E) 4X14 BEAM(E) 4X10
BEAM
55LEGENDWALLS TO BE REMOVEDEXISTING WALLSAREA TABULATIONSDEMO. NOTESEXISTING RESIDENCEEXISTING GARAGETOTAL EXISTING STRUCTURE2,487 SQ.FT.450 SQ.FT.2,937 SQ.FT. INDICATES PLAN NOTES - SEE NUMBERS BELOW:1.DEMO & REMOVE ALL (E) COUNTERS, CABINETS,SINK, & SHOWER & PREPARE FOR (N) CONSTRUCTION2.DEMO & REMOVE (E) XO OR FIXED WINDOW &PREPARE FOR (N) CONSTRUCTION.3.DEMO & REMOVE (E) WALLS & PREPARE FOR (N)WALLS.4.DEMO & REMOVE (E) 4X14 & 4X10 DROP BEAMS ATDROPPED CEILING.5.DEMO & REMOVE (E) DOOR & PREPARE FOR (N)CONSTRUCTION.6.DEMO & REMOVE (E) SLIDING GLASS DOOR &PREPARE FOR (N) CONSTRUCTION.7.DEMO & REMOVE (E) BI-PASS DOORS & CLOSETHANGER/SHELF & PREPARE FOR (N) CONSTRUCTION.8.DEMO & REMOVE (E) WASHER, DRYER & CABINETS &PREPARE FOR (N) CONSTRUCTION.9.(E) TANKLESS ELECTRIC WATER HEATER TO REMAIN.DEMO FLOOR PLANSCALE: 1/4" = 1'-0"A2.0DEMO.
FLOOR PLAN
Proposed Remodel
for
Kevin & Alma Braga
54-017 Avenida Madero
La Quinta, California 92253
APN: 774-192-004Sheet Date & DescriptionRev. #Job # 2020.50Residential & Commercial T.I. Designs,
Custom Plans, Additions, & Remodeling
Gabriel Rios
77-570 Springfield Lane, Suite C
Palm Desert, CA 92211
Cell: (760) 485-7431
email: riosdesigns@yahoo.com
THESE DRAWINGS ARE AN
INSTRUMENT OF
SERVICE AND REMAIN
THE PROPERTY OF
RIOS DESIGNS, LLC
THEY ARE NOT TO BE
REPRODUCED, OR ALTERED,
DISCLOSED OR ASSIGNED
TO ANY THIRD PARTY
WITHOUT THE EXPRESS
WRITTEN PERMISSION
OF RIOS DESIGNS, LLC.Date: 02/17/2021
LEGENDEXISTING WALLSNEW WALLSAREA TABULATIONSEXISTING RESIDENCEEXISTING GARAGETOTAL EXISTING STRUCTURE1,592 SQ.FT.460 SQ.FT.2,052 SQ.FT.NOTES1.DOOR & WINDOW NUMBERS CORRESPOND TO NUMBERS ONTHE CFIR-PRF-01E (PART 4 OF 9) SHEET OF THE TITLE 24REQUIREMENTS.X INDICATES PLAN NOTES - SEE NUMBERS BELOW:1.2x4 STUD WALL AT 16" O.C. W/ R-15 INSULATION, REFER TO ENERGYCALCS.2.(E) TANKLESS ELECTRIC WATER HEATER TO REMAIN.3.PROVIDE WASTE AND WATER FOR WASHING MACHINE IN RECESSEDWALL BOX.4.PROVIDE DRYER VENT UP WALL TO OUTSIDE AIR WITH BACK DRAFTDAMPER. MAXIMUM LENGTH IS 14 FEET WITH MAXIMUM OF TWO90-DEGREE ELBOWS.5.(N) CUSTOM SHOWER **. CERAMIC TILE* TO 96" OVER TWO COATSPORTLAND CEMENT PLASTER AND FELT AT ADJACENT WALLS.PROVIDE SAFETY GLASS ENCLOSURE** AS SHOWN. SHOWER HEADAT 84". CONTROL VALVES MUST BE PRESSURE BALANCED OR HAVETHERMOSTATIC MIXING VALVES. ***6.60" X 30"** FIBERGLASS TUB / SHOWER COMBO. CERAMIC TILE* TO96" OVER TWO COATS PORTLAND CEMENT PLASTER AND FELT ATADJACENT WALLS. PROVIDE SAFETY GLASS ENCLOSURE** ASSHOWN. SHOWER HEAD AT 84". CONTROL VALVES MUST BEPRESSURE BALANCED OR HAVE THERMOSTATIC MIXING VALVES. ***7.TEMPERED GLASS.8.CENTER OF WATER CLOSET TO BE A MINIMUM OF 15" TO VERTICALSURFACE OF SIDES. WATER CLOSET SHALL BE "ULTRA LOW FLUSH"WITH 1.28 GAL. MIN.9.PROVIDE ALL NECESSARY BLOCKING FOR TOILET PAPER HOLDERAND/OR TOWEL BARS.10.COUNTERTOP AND/OR CABINETS. SEE FLOOR PLAN FOR HEIGHT.11.UPPER CABINETS12.BATHROOM COUNTERTOP & SINK. SEE FLOOR PLAN FOR HEIGHT.* VERIFY ALL FINISHES WITH OWNER / GENERAL CONTRACTOR.** VERIFY ALL SIZES WITH MANUFACTURER'S SPECIFICATIONS.***IN SHOWER & BATHTUB AREAS MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. PROVIDE WATER-RESISTANT GYPSUM BOARD UNDER TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET.FLOOR PLAN NOTESTOTAL (E) RESIDENCETOTAL BEDROOMS (N) & (E)613 SQ.FT. / 1,592 SQ.FT.TOTAL BEDROOM COVERAGE IS 38.5% MAX.WITH MINOR LOT ADJUSTMENT APPROVAL.1,592 SQ.FT.613 SQ.FT.38.5%COMPLIESBEDROOM MAX. COVERAGEAA3.0(N) MASTERBEDROOM8'-0" CL'G.21 SQ.FT.(E) 6036 XO
(E) HALL8'-0" CL'G.(E) LIVING ROOM8'-0" CL'G.(E)KITCHEN8'-0" CL'G.(E)BATH 28'-0" CL'G.(N)MSTR.BATH8'-0" CL'G.(E) GARAGE8'-0" CL'G.40 SQ.FT.(E) 6068 SLDG. GL. DR.(N) PR. 2668FRENCH DRS.33.4 SQ.FT.(E) 6040 XO24 SQ.FT.(E) 3068 S.C.
(N) 2668
(N) 2468
+36"+36"(E)REF(N)W/DSTACK(N) TUB /SHWR.(E) COAT(E) PR. 2068BI-PASS DRS.(N) PR. 2668BI-PASS DRS.BI-PASS DRS.(N) PR. 2668(N) 2668(E) 4040 XO16 SQ.FT.(E) 4040 XO16 SQ.FT.(E) 3068 S.C.(E) 2868S.C.(E) 2868S.C.(E) 3068 S.C.
(N) 2668
(N) 2668
(
E
)
2
0
6
8(E) 2068(E) 3036 XO(E) 3068(E) 16070 SECTIONAL ROLL-UP(N)BEDROOM 28'-0" CL'G.(N) BEDROOM 38'-0" CL'G.(N) BEDROOM 48'-0" CL'G.(N)HALL8'-0" CL'G.(N)60"x42"SHWR.+34"(N) 2668(N) 2668(N)MSTR.CLO.8'-0" CL'G.16 SQ.FT.(N) 4040 XO
+34"(
N
)
2
0
6
0 13'-612"12'-112"5'-6"3'-312"4'-7"(N) PR.1668 BI-FOLD9'-91
2"3'-7"11'-7"3'-612"5'-0"5'-9"7'-5"2'-7"3'-1"11'-7"6'-5"7'-7"11'-1"
13'-1"
(E) TANKLESS
W.H.+36"+36"(N) PR. 3068FRENCH DRS.40 SQ.FT.(E) 200AMP PANEL(N) 2068
SIDE-
LITE
13.4 S.F.
10'-0"
2'-0"6'-0"2'-0"
(N) 2068
SIDE-
LITE
13.4 S.F.+36"+36"(E)SINK(E)RANGE(E) 5040 XO
20 SQ.FT.(E)DW9'-51
2"4'-01
2"3'-4"
31'-10"
3'-11
2"
4'-1"11(E) RELOCATED125 SUB PANEL345777776898910111212111111111121NORTHPROPOSED FLOOR PLANSCALE: 1/4" = 1'-0"A2.1PROPOSED
FLOOR PLAN
Proposed Remodel
for
Kevin & Alma Braga
54-017 Avenida Madero
La Quinta, California 92253
APN: 774-192-004Sheet Date & DescriptionRev. #Job # 2020.50Residential & Commercial T.I. Designs,
Custom Plans, Additions, & Remodeling
Gabriel Rios
77-570 Springfield Lane, Suite C
Palm Desert, CA 92211
Cell: (760) 485-7431
email: riosdesigns@yahoo.com
THESE DRAWINGS ARE AN
INSTRUMENT OF
SERVICE AND REMAIN
THE PROPERTY OF
RIOS DESIGNS, LLC
THEY ARE NOT TO BE
REPRODUCED, OR ALTERED,
DISCLOSED OR ASSIGNED
TO ANY THIRD PARTY
WITHOUT THE EXPRESS
WRITTEN PERMISSION
OF RIOS DESIGNS, LLC.Date: 02/17/2021