MA 2023-0002 NRC Equity Fund Residence 77800 Nogales (Calle) (03.06.2023)■
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CALIFORNIA
March 6, 2023
Cashcla Design & Associates
74045 Rutledge Way
Palm Desert, CA 92260
SUBJECT: MINOR ADJUSTMENT 2023-0002
77800 CALLE NOGALES ADJUSTMENTS
Dear Ms. Messina:
The Design and Development Department has reviewed your Minor Adjustment application (MA 2023-
0002), pursuant to Section 9.210.040 of the City of La Quinta Zoning Code.
REQUEST:
Grant a total of three (3) adjustments of 10%, to decrease the garage, rear, and exterior yard setbacks
allowed for a single family house located at 77800 Calle Nogales. The adjustments revise the garage
setback from 20' to 18', the rear yard setback from 10' to 9' and the exterior yard setback from 10' to 9',
per the attached exhibit. All three adjustments are 10% adjustments. Properties are allowed a maximum
of three adjustments per property and no additional adjustments would be allowed on this property.
DECISION:
Approval is granted for the requested adjustment based on the following findings and subject to the
conditions of approval listed below:
Minor Adjustment 2023-0002 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 2023-0002 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 2023-0002 is in compliance with the California
Environmental Quality Act. The adjustment requested falls under CEQA Guidelines Section
15305(a) as a "Minor Alterations to Land" - Class 5 Categorical Exemption.
4. Approval of Minor Adjustment 2023-0002 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. The adjustment will be compatible with the architectural styles of
the existing single-family homes.
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CALIFORNIA -
CONDITIONS OF APPROVAL:
1. Building permit BRES2022-1065 shall be complied with. The proposed construction shall comply
with all other development standards as required under the La Quinta Zoning Code.
2. Properties are allowed a maximum of three adjustments per property. No additional adjustments
would be allowed on this property
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 the minor adjustments
referenced herein and does not imply any entitlement or approval of a building permit for any structures
shown on the plans on file. This approval consists of three adjustments, as previously described, and no
further adjustments would be allowed on this property. All other development standards of the La Quinta
Zoning Code are applicable and shall be adhered to in preparing plans for building plan check.
Thank you for your attention to these items, and if you have any questions, please contact me directly at
(760) 777-7069 and/or at cflores(a)laguintaca.gov .
Sincerely,
Carlos Flores
Design and Development Department
Senior Planner
GENERAL SPECIFICATIONS:
APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN
180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL
AUTOMATICALLY EXPIRE. (R105.3.2 CRC) NOTE ON PLANS.
EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS
WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS
AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS
SUSPENDED OR ABANDONED FOR A PERIOD OF 180
DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED
WITHIN 180 DAYS. NOTE ON PLANS. (R105.5 CRC).
GENERAL SPECIFICATIONS:
IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE
DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE
GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF
SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL
CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION
AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL
BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCIES
OR OMISSIONS AND THE COST OF RECTIFYING THE SAME.
GENERAL NOTES
1. ALL WORK,MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE THE 2019
CBC CODES, 2019 CPC, 2019 CMC AND 2019 CEC CODE EDITIONS.ORDINANCES AND
REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE
PROJECT LOCATION.
2.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS THEREON BEFORE
COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL
PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.
4. CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF
THE INFORMATION OF THE DOCUMENTS.
5. CONTRACTOR SHALL CONFIRM THAT PROPER FINISH GRADE ELEVATIONS HAVE BEEN
PROVIDED AT THE PERIMETER OF THE BUILDING AREAS, REFER TO BUILDING AND
ADJOINING AREAS, REFER TO BUILDING PLANS . REPORT ANY DISCREPANCIES TO THE
DESIGNER PRIOR TO PROCEEDING WITH ROUGH GRADING.
6. PROVIDE PIPE GUARDS AT ALL ABOVE GROUND UTILITY EQUIPMENT AS DICTATED BY
GOVERNING AGENCIES.
7. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES TEMPORARY GUARD
RAILS, AND / OR CANOPIES AS REQUIRED BY THE LOCAL AGENCIES OR AS NECESSARY
FOR PEDESTRIAN AND VEHICULAR SAFETY.
8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION AMONG HIS
VARIOUS SUBCONTRACTORS.
9. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS AND/OR SPECIFICATIONS,
THE MORE COSTLY OR MORE RESTRICTIVE CONDITIONS SHALL BE DEEMED THE
CONTRACT REQUIREMENT, UNLESS OTHERWISE STATED IN WRITING, FROM THE
DESIGNER.
10. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND ITEMS WITH THE
PLUMBING, ELECTRICAL, GAS, TELEPHONE, AND CABLE TV DRAWINGS.
11. CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT MANUFACTURERS.
12. GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING,
AUTHORITIES AND UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING
INSPECTION.
13. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRED.
14. ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH
APPROPRIATE SEALANT MATERIAL.
15. UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR EXPOSED METAL, TRIM,
TREILLAGE, RAILINGS, MOLDING, FRAMES, CASTING, ETC., SHALL BE PAINTED.
16. SEE SOILS REPORT FOR RECOMMENDATIONS REGARDING CORROSIVE SOILS. ALL
METALLIC UTILITY LINES SHALL BE CORROSION PROTECTION.
17. SPECIFY WEATHER -RESISTANCE BARRIER AT ALL EXTERIOR WALLS 2019 CRC. NOTE
TWO (2) LAYERS OF GRADE ""D"" TYPE PAPER REQUIRED OVER WOOD BASED
SHEATHING 2019 CRC.
18. THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS PLACE IN THE BLDG. A
STATE INSULATION CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE
INSULATION IS CONSISTENT WITH THE PLANS AND CONFORMS TO THE STATE ENERGY
REGULATIONS NOTE ON PLANS TITLE 24 PART 1, SECTION 10-103 (A) (3) (B). THE
BUILDER SHALL PROVIDE THE BLDG. OWNER MANAGER AND ORIGINAL OCCUPANTS
WITH A LIST OF THE FEATURE, MATERIALS, COMPONENTS AND MECHANICAL DEVICES
INSTALLED IN THE BUILDING; INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY AND,
MAINTENANCE FOR EFFICIENT OPERATION NOTE ON THE PLANS TITLE 24 PART 1,
SECTION.
19. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION FOR GUTTERS, CURBS AND
BERMS AT EDGE OF PAVEMENT.
20. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE DIMENSIONS AND INFORMATION.
(HORIZONTAL CONTROL PLAN).
21. ALL SHOP WELDING SHALL BE DONE BY AN "APPROVED" ICC FABRICATING SHOP PRIOR
TO ANY STEEL BEING FABRICATED AND SENT TO THE JOBSITE. THE FABRICATING
COMPANY SHALL BE APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY PER
2010 CBC.
22. THE CONTRACTOR SHALL FIELD VERIFY THE SITE CONDITIONS AS REPRESENTED IN
THE PLANS AND REPORT ANY DISCREPANCIES TO THE DESIGNER BEFORE PROCEEDING
WITH THE WORK.
23. UNLESS NOTED OTHERWISE AS INDICATED, DIMENSIONS ARE TO CENTER LINES OF
COLUMNS, AND TO FACE OF WALLS. CENTER OF PANEL.
24. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. ANY QUESTIONS
REGARDING SAME SHALL BE REFERRED TO THE DESIGNER.
25. ANY/ALL LUMBER IN CONTACT WITH CONCRETE FLOOR OR FOOTINGS SHALL BE F.G.
REDWOOD OR PRESSURE TREATED, "WOLMANIZED" PINE.
26. ALL FRAMING LUMBER SHALL BE GRADE MARKED WITH QUALITY PER 2019 CRC.
(CALIFORNIA RESIDENTIAL CODE) REQUIREMENTS.
27. USE APPROVED FLASHING MATERIALS AT ALL EXTERIOR OPENINGS, UNLESS NOTED
OTHERWISE, ALL SHEET METAL SHALL BE 24 GAUGE G.I. OR BETTER, PAINTED WITH G.I.
VINYL WASH PRIMER AND A ZINC DUST PRIMER, EXCEPTING PRE -FINISHED METAL AS
APPROVED BY THE DESIGNER.
28. PROVIDE ONE 15 POUND WATERPROOF FELT MINIMUM UNDER ALL EXTERIOR
COVERING.
29. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING, EXPANSION JOINTS,
SHALL BE CONSTRUCTED IN SUCH A MANNER TO MAKE THEM WATERPROOF, CAULK
AND FLASH WHERE NECESSARY FOR A COMPLETE AND WORKABLE INSTALLATION.
30. CERTIFIED INSULATION MATERIALS PER 2019 CRC.
31. INSULATION INSTALLED TO MEET FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS
OF 2010 CBC NOT MORE THAN 25 AND SMOKE NOT MORE THAN 450
32. AIR INFILTRATION IS MINIMIZED BY SPECIFICATION OF TESTED MANUFACTURED DOORS
AND WINDOWS AND PROPER SEALING AND WEATHERSTRIPPING.
33. CONTRACTORS MUST GANG AND CONCEAL FROM VIEW, ROOF VENTS WHEREVER
POSSIBLE.
34. ROOF DRAIN DOWNSPOUTS MUST NOT DRAIN ONTO HARDSCAPE OR BE VISIBLE FROM
TRAFFIC AREAS.
35. ALL OR "EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE
BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM.
36. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC PRESSURE
EXCEEDS 80 PSI. (2019 CPC)
37. ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME
CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE
ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING
CONSTRUCTED
38. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED
UNDER THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE AS ADOPTED BY THE
LOCAL GOVERNING AGENCY.
39. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING
(1 % MIN.)
40. THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS
DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT
ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD
ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM
THE DESIGNER, THE OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH
DEVIATION.
41. THE GENERAL CONTRACTOR SHALL SUBMIT2COPIES OF SHOP DRAWINGS OF
ALL MANUFACTURED ITEMS ( i.e. CABINETS,TRUSSES,ETC.) TO THE DESIGNER FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE
RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF
SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE
CONSTRUCTION SCHEDULE.
42. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE
CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR
THOROUGHNESS.
43. ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO
COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING
RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY
NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF
WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S
WORK.
44. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER,
HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES
AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT
ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS.
45. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE
RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY
THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS.
46. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV SYSTEMS PRIOR TO
CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER
LOCATIONS, ETC.
47. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL UNDERGROUND
RELATED CONDUITS, PULL BOXES AND RISERS.
48. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION... CALL DIG ALERT SERVICE ALERT (TOLL FREE 811)
PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING PLANTING
TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE
AND MARK ANY UNDERGROUND FACILITIES.
UNDERGROUND SERVICE ALERT
•
Know what's below.
Call before you dig.
DIG ALERT IS TO BE CONTACTED AND THAT COMPLIANCE WITH
EXCAVATIONSAFETY IN ACCORDANCE WITH GOVERMENT CODE
4216 WILL BE FOLLOWED PRIOR TO ANY EXCAVATION
TAKING PLACE.
OWNER
ABBREVIATIONS
REQD
REQUIRED
&
AND
REV
REVISION, REVISED
@
AT
RET.
RETENTION
CENTERLINE
RM
ROOM
R
PROPERTY LINE
RO
ROUGH OPENING
A.C.
AIR-CONDITIONING
EXH
EXHAUST
AB
ANCHOR BOLT
EXP
EXPOSED
ADA
AMERICANS WITH
EXIST
EXISTING
DISABILITIES ACT
EXT
EXTERIOR
ADJ
ADJUSTABLE
F.O.
FACE OF
AL
ALUMINUM
FAS
FASTEN,FASTENER
ANOD
ANODIZED
FDN
FOUNDATION
ARCH
ARCHITECTURAL
FF
FINISH FLOOR
AUTO
AUTOMATIC
FIN
FINISH
ABV.
ABOVE
F.G
FINISH GRADE
B.O.
BOTTOM OF
FL
FLOW LINE
BD
BOARD
FLASH
FLASHING
BETW
BETWEEN
FLR
FLOOR
B.F
BOTTOM OF FOOTING
FLUOR
FLUORESCENT
BLDG
BUILDING
FT
FEET, FOOT
BLKG
BLOCKING
FTG
FOOTING
BM
BEAM
FTN
FOUNTAIN
BOT
BOTTOM
GA
GAUGE
CAB
CABINET
GALV
GALVANIZED
CEM
CEMENT
GI
GALVANIZED IRON
CI
CASTIRON
GR
GRADE
CJ
CONTROL JOINT
GYP.
GYPSUM
CEIL
CEILING
GWB
GYPSUM WALL BOARD
CLR
CLEAR
H/C
HANDICAP
CL
CENTERLINE
HDWR
HARDWARE
CMU
CONCRETE MASONRY UNIT
HDR
HEADER
CO
CLEAN OUT
HM
HOLLOW METAL
COL
COLUMN
HORIZ
HORIZONTAL
CONC
CONCRETE
HR
HOUR
CONST
CONSTRUCTION
HT
HEIGHT
CONT
CONTINUOUS
HVAC
HEATING, VENTILATING,
CT
CERAMIC TILE
AIR CONDITIONING
DIET
DETAIL
S
SOUTH
DEPT
DEPARTMENT
S&P
SHELF AND POLE
DIM
DIMENSION
SCHED
SCHEDULE
DIV
DIVISION
SHT
SHEET
DIN
DOWN
SIM
SIMILAR
DR
DOOR
SPEC
SPECIFICATION
DWG
DRAWING
SQ
SQUARE
E
EAST
SS
STAINLESS STEEL
(E)
EXISTING
STL
STEEL
EA.
EACH
STD
STANDARD
EG
EXISTING GRADE
STRUC.
STRUCTURE,
ID
INSIDE DIAMETER
STRUCTURAL
IN "
INCH, INCHES
SUSP
SUSPENDED
INCL
INCLUDE
T-24
TITLE 24
INT
INTERIOR
T&G
TONGUE AND GROOVE
LAM
LAMINATE
THK
THICKNESS
LBL
LABEL
T.O.P.
TOP OF PARAPET
LT
LIGHT
T.O.PL.
TOP OF PLATE
MATL
MATERIAL
T.O.S.
TOP OF SHEATHING
MAX
MAXIMUM
T.O.W.
TOP OF WALL
MECH
MECHANICAL
TS
TUBE STEEL
MED
MEDIUM
TV
TELEVISION
MTL
METAL
TYP
TYPICAL
MFR
MANUFACTURER
UNF
UNFINISHED
MIN
MINIMUM
LINO
UNLESS NOTED
MISC
MISCELLANEOUS
OTHERWISE
MO
MASONRY OPENING
VCT
VINYL COMPOSITION
MT
MOUNT
TILE
N
NORTH
VERT
VERTICAL
N.G
NATURAL GRADE
VT
VINYL TILE
(N)
NEW
VTR
VENT THROUGH ROOF
NIC
NOT IN CONTRACT
WC
WALL COVERING
NOM
NOMINAL
W
WEST, W SHAPE
NTS
NOT TO SCALE
W.O
WHERE OCCURS
OC
ON CENTER
W/
WITH
OD
OUTSIDE DIAMETER
WI
WROUGHT IRON
OPNG
OPENING
WM
WIRE MESH
PERF
PERFORATED
WP
WATERPROOFING
PT
PAINT
WWF
WELDED WIRE FABRIC
P.L
PROPERTY LINE
EJ
EXPANSION JOINT
PL.
PLATE
EL
ELEVATION
PLAS
PLASTIC
ELECT
ELECTRICAL
POC
POINT OF CONNECTION
EMER
EMERGENCY
PR
PAIR
ENCL
ENCLOSURE
PSI
POUNDS PER
EQ
EQUAL
SQUARE INCH
EPX
EPDXY
PT
PAINT
PVC
POLYVINYL CHLORIDE
PLYWD
PLYWOOD
QT
QUARRY TILE
R
RISER, RADIUS
RA
RETURN AIR
RAID
RADIUS
REINF
REINFORCEMENT
REFR
REFRIGERATOR
PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
I1ITPOYA]11I1I1%
Bores
03/06/2023 3:11:37 PM
SYMBOLS
SYMBOLS:
DESCRIPTION:
CENTER LINES OF COLUMN GRIDS,
FLOOR LINES IN EXTERIOR
ELEVATIONS, PROJECT LINES
PROPERTY LINE
BOUNDARY LINE
BREAK LINE
MATERIAL CONTINUES
INTERIOR ELEVATION(S)
ELEVATION NUMBER
na.,
SHEET WHERE ELEVATION IS DRAWN
ELEVATION SHOWN
ELEVATION DESIGNATION
BUILDING ELEVATION
A3z
ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS DRAWN
.s
PARTIAL ELEVATION
ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS DRAWN
.s
PARTIAL SECTION
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
BUILDING SECTION
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
A z
WALL SECTION
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
,.,
SECTION DETAIL
DETAIL IDENTIFICATION
SHEET WHERE DETAIL IS DRAWN
PLAN DETAIL
n.s
DETAIL IDENTIFICATION
SHEET WHERE DETAIL IS DRAWN
KEY NOTE
SEE KEY NOTE LEGEND ON EACH DRAWING
SHEET
REVISION NUMBER
O
WINDOW TYPE
ODOOR
TYPES
+11'-0"
FLOOR ELEVATION
1
ROOM FINISH
ROOM NUMBER
4 1 3 2
INTERIOR ELEVATION #
ROOM NAME
OFFICE
A NEW RESIDENCE FOR:
NRC EQUITY FUND 1
APN# 773-301-024 LOT 11 AVE. MARTINEZ & CALLE NOGALES LA QUINTA, CA 92254
CITY OF LA QUINTA NOTES
NOTE TO DESIGN ENGINEER: THESE GENERAL NOTES ARE INTENDED FOR USE
ON ALL PUBLIC WORKS PLANS AND CAPITAL IMPROVEMENT PROJECTS (CIP),
INCLUDING MASS GRADING, ROUGH GRADING, STREET IMPROVEMENT, STORM
DRAIN IMPROVEMENT, AND PRECISE GRADING/PAVING PLANS.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF
THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION
OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE
CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY
PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL
CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR
PERMITS MAY BE REQUIRED.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY
OF LA QUINTA OR OTHER GOVERNING AGENCIES.
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS
DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING,
OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048.
5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL,
REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE
SIGNS.
7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF
ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING,
LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR
BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION.
REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL
ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND
SURVEYOR ONLY.
9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN
ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING
THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO TOOPM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL
HOLIDAYS.
NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY
CITY STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS NOT
BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE
CITY ENGINEER.
NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET
BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS
GRANTED BY THE CITY ENGINEER.
10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION.
CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN
CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS,
LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON
HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN
A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.
OWNERS/DEVELOPERS ARE REQUITED TO:
A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES
CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE.
THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE
POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED
AND ENFORCED BY THE SWRCB.
PURVEYORS
Coachella Valley Water District (CVWD) (760) 398-2651.
Myoma Dunes Mutual Water co. (limited areas of north La Quinta only)
(760)345-2694.
EDISON power company (800) 655-4555
The Gas Company (800) 427-2200.
Verizon (formerly GTE) (888) 553-1555.
Time Warner Cablevision (760) 340-1312
PROJECT IS APPROVED UNDER
ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA
RESIDENTIAL CODE, 2019 CALIFORNIA MECHANICAL CODE; 2019
CALIFORNIA PLUMBING CODE; AND 2019 CALIFORNIA ELECTRICAL CODE
AND GREEN BUILDING CODES AND LA QUINTA MUNICIPAL CODE.
ALL CONSTRUCTION SHALL COMPLY WITH:
2019
CALIFORNIA BUILDING CODE
2019
CALIFORNIA MECHANICAL CODE
2019
CALIFORNIA PLUMBING CODE
2019
CALIFORNIA ELECTRICAL CODE
2019
CALIFORNIA ENERGY CODE
2019
CALIFORNIA BUILDING STANDARDS
ADMINISTRATIVE CODE
2019
CALIFORNIA FIRE CODE
2019
GREEN CODE
2019
CITY OF LA QUINTA MUNICIPAL CODE
"ALL 'OR EQUAL' SUBSTITUTES MUST BE SUBMITTED TO,
AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO
INSTALLATION OF THE ITEM" "ACCESORY STRUCTURES ARE
NOT PART OF THIS PERMIT"
VICINITY MAP
VICINITY MAP
SHEET INDEX
SHEET CONTAINS
SHEET
CONTAINS
ARCHITECTURAL
MECHANICAL
CS
COVER SHEET.
M1.0
FLOOR HVAC LAYOUT.
GC1
CALIFORNIA GREEN CODE.
M2.0
HVAC NOTES
GC2
CALIFORNIA GREEN CODE.
PLUMBING
A1.0
SITE PLAN.
P1.0
GAS PLAN
A2.0
FLOOR -DIMENSION PLAN.
P1.1
SEWER & WATER PLAN.
A3.0
EXTERIOR ELEVATIONS.
A3.1
EXTERIOR ELEVATIONS.
STRUCTURAL
A4.0
SECTION.
S1.0
STRUCTURAL NOTES
A5.0
ROOF PLAN.
FOUNDATION PLAN
D1
DETAIL SHEET.
S2.0
ROOF FRAMING PLAN
S3.0
STRUCTURAL DETAILS
S4.0
STRUCTURAL DETAILS
ELECTRICAL
E1.0
ELECTRICAL PLAN.
HFX1
STRUCTURAL DETAILS
E1.1
ELECTRICAL NOTES.
HFX2
STRUCTURAL DETAILS
DEFERRED APPROVALS
SEPARATE PERMIT REQUIRED FOR THE FOLLOWING ITEMS:
1. RESIDENTIAL FIRE SPRINKLERS SYSTEM
• PV SYSTEM
0 SPA
• GARDEN WALLS
• BBQ
• SWIMMING POOL
• FIRE PITS
GENERAL INFORMATION
OWNER:
LEGAL DESCRIPTION :
PROJECT ADDRESS
NRC EQUITY FUND 1
736 S. CENTER ST.
RENO, NV. 89501
APN: 773301024
MB 18/92 SUBDIVISION:
SANTA CARMELITA VALE LA
QUINTA UNIT 15 LOT 11
BLOCK 144
AVE MARTINEZ & CALLE NOGALES
LA QUINTA, CA 92254
OCCUPANCY: SINGLE FAMILY
ZONING: R3 / U
CONSTRUCTION TYPE: VB
TOTAL SITE : 5,914.50 SQ. FT.
PROPOSED RESIDENCE AREA: 2,373 SQ. FT.
GARAGE AREA: 486 SQ. FT.
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
0
DDD
DATE ISSUED FOR:
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QUINTA, CA 92254
SHEET TITLE
COVER SHEET
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
CHECKED
J/F
Ics
DATE
Feb 15, 2023
JOB NO.
2022-08-17
S C A L E
AS NOTED
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 wanuary2020, Includes August 2019 Supplement)
PARTOY CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
ABBREVIATION DEFINITIONS:
HCD
Department of Housing and Community Development
BSC
California Building Standards Commission
DSA-SS
Division of the State Architect, Structural Safety
OSHPD
Office of Statewide Health Planning and Development
LR
Low Rise
HR
High Rise
AA
Additions and Alterations
N
New
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
Exceptions:
1. On a case -by -case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no commercial power supply.
1.2 Where there is evidence substantiating that meeting the requirements will alter the local
utility infrastructure design requirements on the utility side of the meter so as to increase
the utility side cost to the homeowner or the developer by more than $400.00 per
dwelling unit.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
0 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent
protective device.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
0 4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of
parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging
spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall
be rounded up to the nearest whole number.
Notes:
1. Construction documents are intended to demonstrate the project's capability and capacity for
facilitating future EV charging.
2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed
for use.
4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall
indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space
shall be located in the common use parking area and shall be available for use by all residents.
RESPON.
PARTY
4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces
required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options:
1. The EV space shall be located adjacent to an accessible parking space meeting the
requirements of the California Building Code, Chapter 11 A, to allow use of the EV charger
from the accessible parking space.
2. The EV space shall be located on an accessible route, as defined in the California Building
Code, Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the
California Building Code, Chapter 11 B, are not required to comply with Section 4.106.4.2.1.1 and
Section 4.106.4.2.2, Item 3.
Note: Electric Vehicle charging stations serving public housing are required to comply with the California
Building Code, Chapter 11 B.
4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be
designed to comply with the following:
1. The minimum length of each EV space shall be 18 feet (5486 mm).
2. The minimum width of each EV space shall be 9 feet (2743 mm).
3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm)
wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the
minimum width of the EV space is 12 feet (3658 mm).
a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units
horizontal (2.083 percent slope) in any direction.
4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240-
volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside
diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed
cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction
documents shall identify the raceway termination point. The service panel and/or subpanel shall provide
capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit
installation of a branch circuit overcurrent protective device.
4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway
termination point and proposed location of future EV spaces and EV chargers. Construction documents
shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and
electrical load calculations to verify that the electrical panel service capacity and electrical system,
including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs
at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a
40-ampere minimum branch circuit. Required raceways and related components that are planned to be
installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the
time of original construction.
4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance
with the California Electrical Code.
4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces
capable of supporting future installation of EVSE. The construction documents shall identify the location
of the EV spaces.
Notes:
1. Construction documents are intended to demonstrate the project's capability and capacity
or facilitating future EV charging.
2. There is no requirement for EV spaces to be constructed or available until EV chargers
are installed for use.
4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based
on the total number of parking spaces provided for all types of parking facilities in accordance with
Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the
nearest whole number.
TABLE 4.106.4.3.1
TOTAL NUMBER OF PARKING
SPACES
NUMBER OF REQUIRED EV
SPACES
0-9
0
10-25
1
26-50
2
51-75
4
76-100
5
101-150
7
151-200
10
201 and over
6 percent of total
4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to
comply with the following:
1. The minimum length of each EV space shall be 18 feet (5486mm).
2. The minimum width of each EV space shall be 9 feet (2743mm)
4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed
in accordance with Section 4.106.4.2.3.
4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be
designed in accordance with Section 4.106.4.2.4.
4.106.4.3.5 Identification. The service panels or sub -panels shall be identified in accordance with Section
4.106.4.2.5.
4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for
hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging
stations in the California Building Code, Chapter 11 B.
DIVISION 4.2 ENERGY EFFICIENCY
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
RESPON.
PARTY
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water -conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank -type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed
in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND
IS INCLUDED AS A CONVENIENCE FOR THE USER.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE
FLOW RATE
SHOWER HEADS
(RESIDENTIAL)
1.8 GMP @ 80 PSI
LAVATORY FAUCETS
(RESIDENTIAL)
MAX. 1.2 GPM @ 60 PSI
MIN. 0.8 GPM @ 20 PSI
LAVATORY FAUCETS IN
COMMON & PUBLIC USE AREAS
0.5 GPM @ 60 PSI
KITCHEN FAUCETS
1.8 GPM @ 60 PSI
METERING FAUCETS
0.2 GAL/CYCLE
WATER CLOSET
1.28 GAL/FLUSH
URINALS
0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
RESPON.
PARTY
Y = YES
N/A = NOT APPLICABLE
RESPOK PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non -hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land -clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web -based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water -saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water -heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water -conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.5 ENVIRONMENTAL QUALITY
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
1�
DDD
f2
-
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QU I NTA, CA 92254
SHEET TITLE
CA -GREEN MANDATORY
MEASUREA RESIDENTIAL
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
CHECKED
J/F
CG1
DATE
Dec 20, 2022
JOB NO.
2022-08-17
S C A L E
AS NOTED
RESPON.
PARTY
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement)
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g 03/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood.
PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on -site product containers.
TABLE 4.504.1 - ADHESIVE VOC LIMITI,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS
VOC LIMIT
INDOOR CARPET ADHESIVES
50
CARPET PAD ADHESIVES
50
OUTDOOR CARPET ADHESIVES
150
WOOD FLOORING ADHESIVES
100
RUBBER FLOOR ADHESIVES
60
SUBFLOOR ADHESIVES
50
CERAMIC TILE ADHESIVES
65
VCT & ASPHALT TILE ADHESIVES
50
DRYWALL & PANEL ADHESIVES
50
COVE BASE ADHESIVES
50
MULTIPURPOSE CONSTRUCTION ADHESIVE
70
STRUCTURAL GLAZING ADHESIVES
100
SINGLE -PLY ROOF MEMBRANE ADHESIVES
250
OTHER ADHESIVES NOT LISTED
50
SPECIALTY APPLICATIONS
PVC WELDING
510
CPVC WELDING
490
ABS WELDING
325
PLASTIC CEMENT WELDING
250
ADHESIVE PRIMER FOR PLASTIC
550
CONTACT ADHESIVE
80
SPECIAL PURPOSE CONTACT ADHESIVE
250
STRUCTURAL WOOD MEMBER ADHESIVE
140
TOP & TRIM ADHESIVE
250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
30
PLASTIC FOAMS
50
POROUS MATERIAL (EXCEPT WOOD)
50
WOOD
30
FIBERGLASS
80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
Y N/A RESPON.
PARTY
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS
VOC LIMIT
ARCHITECTURAL
250
MARINE DECK
760
NONMEMBRANE ROOF
300
ROADWAY
250
SINGLE -PLY ROOF MEMBRANE
450
OTHER
420
SEALANT PRIMERS
ARCHITECTURAL
NON -POROUS
250
POROUS
775
MODIFIED BITUMINOUS
500
MARINE DECK
760
OTHER
750
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY
VOC LIMIT
FLAT COATINGS
50
NON -FLAT COATINGS
100
NONFLAT-HIGH GLOSS COATINGS
150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
400
BASEMENT SPECIALTY COATINGS
400
BITUMINOUS ROOF COATINGS
50
BITUMINOUS ROOF PRIMERS
350
BOND BREAKERS
350
CONCRETE CURING COMPOUNDS
350
CONCRETE/MASONRY SEALERS
100
DRIVEWAY SEALERS
50
DRY FOG COATINGS
150
FAUX FINISHING COATINGS
350
FIRE RESISTIVE COATINGS
350
FLOOR COATINGS
100
FORM -RELEASE COMPOUNDS
250
GRAPHIC ARTS COATINGS (SIGN PAINTS)
500
HIGH TEMPERATURE COATINGS
420
INDUSTRIAL MAINTENANCE COATINGS
250
LOW SOLIDS COATINGS1
120
MAGNESITE CEMENT COATINGS
450
MASTIC TEXTURE COATINGS
100
METALLIC PIGMENTED COATINGS
500
MULTICOLOR COATINGS
250
PRETREATMENT WASH PRIMERS
420
PRIMERS, SEALERS, & UNDERCOATERS
100
REACTIVE PENETRATING SEALERS
350
RECYCLED COATINGS
250
ROOF COATINGS
50
RUST PREVENTATIVE COATINGS
250
SHELLACS
CLEAR
730
OPAQUE
550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS
100
STAINS
250
STONE CONSOLIDANTS
450
SWIMMING POOL COATINGS
340
TRAFFIC MARKING COATINGS
100
TUB & TILE REFINISH COATINGS
420
WATERPROOFING MEMBRANES
250
WOOD COATINGS
275
WOOD PRESERVATIVES
350
ZINC -RICH PRIMERS
340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS
ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
RESPON.
PARTY
TABLE 4.504.5 - FORMALDEHYDE LIMITSI
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT
CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE
0.05
HARDWOOD PLYWOOD COMPOSITE CORE
0.05
PARTICLE BOARD
0.09
MEDIUM DENSITY FIBERBOARD
0.11
THIN MEDIUM DENSITY FIBERBOARD2
0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product
requirements of at least one of the following:
1. Carpet and Rug Institute's Green Label Plus Program.
2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile
Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1,
February 2010 (also known as Specification 01350).
3. NSF/ANSI 140 at the Gold level.
4. Scientific Certifications Systems Indoor AdvantageTM Gold.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the
requirements of the Carpet and Rug Institute's Green Label program.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall comply with one or more of the following:
1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material
in the Collaborative for High Performance Schools (CHPS) High Performance Products Database.
2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program).
3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.
4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of
Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1,
February 2010 (also known as Specification 01350).
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
AC 1302.2 R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
RESPON.
PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
1�
DDD
/2
-
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QU I NTA, CA 92254
SHEET TITLE
CA -GREEN MANDATORY
MEASUREA RESIDENTIAL
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
CHECKED
J/F
CG2
DATE
Dec 20, 2022
JOB NO.
2022-08-17
S C A L E
AS NOTED
GENERAL INFORMATION TEXT
COLORED CONC. SLAB
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CITY OF LA QUINTA NOTES
CCNSTRUC-nCN HOURS:
OCTOBER 1st - APRIL 30
MONDAY- FRIDAY. 7:00 A.M. TO5:30 P.M.
SUNDAY: NONE
SATURDAY: 8 :0 0 A.M. TO 5 :0 0 P.M.
GOvERNMENTOODE HCLIDAYS: NONE
MAY 1st - SEPTEMBER30t h
MONDAY- FRIDAY- 6:00 A.M. TO7:00 P.M.
SATURDAY: 8 :0 0 A.M. TO 5:0 0 P.M.
SUNDAY: NONE
GCktERNM ENT OODE HCLIDAYS: NONE
AN ADEQUATELY SIZED DEBRIS CONTAINER IS
REQUIRED ON THE JOB SITE DURING ALL PHASES OF
CONSTRUCTION AND MUST BE EMPTIED AS
NECESSARY. FAILURE TO DO SO MAY CAUSE THE CI
TO HAVE THE CONTAINER DUMPED AT THE E>PENSE
OF THE OWNER/ CONTRACTOR'.
TITLE 24 VVNDCWSHADING REQUIREMENTS MUST B
IN PLACE PER ENERGY CALCULATIONS FOR FINAL
INSPECTION.
UTILITIES NOTE
VERIFY CONNECTION POINTS FOR POWER
TELEPHONE AND CATV SYSTEMS PRIOR TO
CONSTRUCTION APPROXIMATE ONLY LOCATIONS
INDICATED FOR TRANSFORMER LOCATIONS, ETC.
COMPLY WITH ALL UTILITY COMPANY
REQUIREMENTS. PROVIDE ALL RELATED
CONDUITS, PULL
BOXES AND RISERS.
CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND
LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION... CALL UNDERGROUND SERVICE
ALERT (TOLL FREE 800-642-2444)
PRIOR TO TRENCHING, GRADING, EXCAVATING,
DRILLING, PIPE PUSHING, PLANTING TREES,
DIGGING FENCE POST HOLES ETC. THEY WILL
SUPPLY INFORMATION OR
LOCATE AND MARK ANY UNDERGROUND
FACILITIES.
NOTES:
BLOCKVWLL, OUTDOOR KITCHEN, FIRE PIT AND POOL
AND SPA REQUIERE SEPARATE PERMIT
SEE PLAN FOR FINISH FLOCK, ELEVATIONS, GARDEN
MILLS, DRAINAGE PATTERN ETC
OONTRACTCR SHALL VERIFY VVTH THE CITY
ALL REQUIREMENTS IN SITE FOR F.F. FINISH
ELEVATIONS.
GENERAL SPECIFICATIONS:
If any ERRORS, DISCREPANCIES or CMISSICNS appear in t he drawings,
specificat ions or of her cont ract document s, t he GENERAL OCNTRACTCR
shall not ify t he designer in writing of such error or omission. In t he event
t hat t he GENERAL 03NTRACTCRfails t o give such not ice before
const ruct ion and/or fabricat ion of t he v&ork, THE GENERAL CON-TRACTCR
WILL BE HELD RESPCNSIBLE t o t he result of any errors, dis-crepances or
omissions and t he cost of rect ifying t he same.
Know what's below.
Cal before you dig.
LOT 13
(EXISTING RESIDENCE)
GENERAL NOTES:
1.- ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED 7.- ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS
WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE
IN FULL ACCORDANCE WITH THE ADOPTED CODES AND RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE
EXISTING
ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING PREPARATION AND SHALL REPORT ANY NON -CONFORMING
WOODrN
CONSTRUCTED. DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK
=A
BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE
ELECT. 20
AMPS.
2.- ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, PREVIOUS TRADE'S WORK.
ELEC. ME
(N) BLOCK
E
LL
SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE
UNIFORM BUILDING CODE AS ADOPTED BY THE LOCAL
GOVERNING AGENCY. 8.- THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND
0 T 11 4
°
THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND
3. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT
TELEPHONE S
(EXISTING RESIDENCE CABLE TV SEFVIC
R
ICE BD
E BQ
FROM THE BUILDING (1 % MIN.) OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE
( ) 98.16 FS®GARAGE
5
U
MODIFICATIONS TO THE PLANS AND SPECIFICATIONS.
4.- THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE
HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH
GAS METER
ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO 9.- ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL
THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME
ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR
WRITTEN CONSENT FROM THE DESIGNER, THE CONFORMITY WITH THESE PLANS.
OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH
TO INTERIOR
DEVIATION. 10.- VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV
SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS
DOMESTIC W
TER
INDICATED FOR TRANSFORMER LOCATIONS, ETC.
5.- THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF
SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i.e. CABINETS, 11.- COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL
TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL RELATED CONDUITS, PULL BOXES AND RISERS.
PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE
RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 12. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND
EXISTING
WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH LOCATION OF ALL EXISTING UTILITIES PRIOR TO
BLOCK WA''
REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION CONSTRUCTION... CALL UNDERGROUND SERVICE
SCHEDULE. ALERT (TOLL FREE 811)
•
13.- PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING,
C�— ELEC
6.- INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN PLANTING TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY
T (N) BLOCK
WALL
NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES.
DOMESTIC
& INTERIOF
REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. 14.- BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH
FIRE SPRINKLER
SYSTEM WATER
S
POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET.
SITE PLAN NOTES:
WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE.
LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW
DEVICE.
TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK.
ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE
WORK.
NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING
FOOTING.
UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED
WITHIN A 4'-0" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB.
ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN
iIs
01 I
I I
� I
II
ql�oii
INOR ADJ. SETBAC
5'
P.U.E.
II
O i
I -
SETBACK
O
GENERAL INFORMATION
OWNER: NRC EQUITY FUND 1
736 S. CENTER ST.
RENO, NV. 89501
LEGAL DESCRIPTION:
APN:773301024
MB 18/92 SUBDIVISION:
SANTA CARMELITA VALE LA
QUINTA UNIT 15 LOT 11
BLOCK 144
PROJECT ADDRESS:
AVE MARTINEZ & CALLE NOGALES
LA QUINTA, CA 92254
OCCUPANCY:
SINGLE FAMILY
ZONING:
R3 / U
CONSTRUCTION TYPE:
VB
TOTAL SITE:
5 914 50 SQ FT
PROPOSED RESIDENCE AREA: 2,373 SQ. FT.
GARAGE AREA : 486 SQ. FT.
(E) BLOCK WALL
PROJECT
REFERENCES
ALL CONSTRUCTION SHALL COMPLY WITH:
2019
CALIFORNIA BUILDING CODE
2019
CALIFORNIA MECHANICAL CODE
2019
CALIFORNIA PLUMBING CODE
2019
CALIFORNIA ELECTRICAL CODE
2019
CALIFORNIA ENERGY CODE
2019
CALIFORNIA BUILDING STANDARDS
ADMINISTRATIVE CODE
2019
CALIFORNIA FIRE CODE
2019
GREEN CODE
2019
CITY OF LA QUINTA MUNICIPAL CODE
"ALL 'OR EQUAL' SUBSTITUTES MUST BE SUBMITTED TO, AND APPROVED BY
THE BUILDING OFFICIAL
PRIOR TO INSTALLATION OF THE ITEM" "AOCESCRY
STRUCTURES ARE NOT PART OF THIS PERMIT'
PLANNING APPROVAL
ADMINISTRATIVE
CASE# ma2023-0002
EXHIBIT#
INITIAL d1ores
DATE 03/06/2023 3:11:37 PM
LOT 10
(EXISTING RESIDENCE)
(95.37 FS®GARAGE)
_Vy-5m UU L I I
7o'-o' o
-------------------------- -- ---
II �� CONCRETE rl -n
O
G
22"-6""
a
0
z
i
J
���� PROPOSED
[:IESIDENCE
2,373 SQ. FT.
O
O
890'
'0.
01 '
DRIVEWAY
/PROPOSED
CONCRETE
ROPOSED 24-6"XF HT
TX5' HT.
O
.I. GATES W/ W.I. GATES
W/ KNOX
XISTINL
ELECTRICAL
MOTOR. EMERGENCY
ACCESS.
'FADER N
WATER METER—J
LOCATION PER CVWD
32 5""
(N) 5-0" CMU
BLOCK WALL
FINISH FLOOR MUST BE 12"
MAX. ABOVE TOP CURB.
CONTRCTOR MUST VERIFY
TOP OF CURB BEFORE ANY
WORK (see grading plans if any)
I�:Ib9�1►�Lel/IIJ;I:�
CALLE NOGALES AND GUTTER
—PROPOSED DRIVEWAY
APPROACH PER CITY
STANDARDS.
00
" REQUIRES A SEPARATE
U PERMIT
AND INSPECTION FROM CITY
OF LA QUINTA PUBLIC WORKS
DEPARTMENT"
BASIS OF BEARINGS: S89058'00"E
LALLE NOGALES
O
N
(E) CURB & UTTER
PER CITY STANDARDS
0
1
0
co
------------------------------------------------------ j ....................
CALLE NOGALES
(E) BLOCK WALL
21"-O
21"-O""
VICINITY MAP
(N) BLOCK WALL
12"-O"
(N) 5'-6" CM
BLOCK PILASTER
v
(N) BLOCK WALL
A=89059'00°
R=20.00
L=31.41
PP
1
EXISTING CURB
AND GUTTER
30'
TO PL
17.9'
CL TO CURB
95.50 RIM
SITE BENCHMARK
................. SITE PLAN
SCALE: 1/8" = 1'-0"
W
O
Q)
W)
O
O
Z
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
DDD
DATE ISSUED FOR:
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QUINTA, CA 92254
SHEET TITLE
SITE PLAN
DRAWN
CS 03/22/21
CASH
SHEET NUMBER
A I
CHECKED
J/F
DATE
Feb 15, 2023
JOB NO.
2022-08-17
S C A L E
AS NOTED
N
69'-61 "
L-4 c L_4 B p�-_J
DOOR AND WINDOW. THE LOAD RESISTANCE OF
GLASS UNDER UNIFORM LOAD BE DETERMINED IN
ACCORDENCE WITH ASTM E1300
THE INSTALLATION MUST CONFORM WITH
LOCAL CODES OR, IN ABSENCE OF LOCAL
CODES, THE NATIONAL GAS AND PROPANE
INSTALLATION CODE CSA B149.1 IN CANADA,
OR THE NATIONAL FUEL GAS CODE, ANSI
Z223.1 / NFPA 54 IN THE UNITED
STATES.
NOTES:
ALL FIXTURES, EQUIPMENT, PIPING, AND
MATERIALS SHALL BE LISTED.
ALL PLUMBING FIXTURES SHALL MEET THE
FLOW REQUIREMENTS SPECIFIED IN THE
2019 CALIFORNIA GREEN CODE.
NEW GAS WATER HEATER SHALL HAVE ALL
THE FOLLOWING AS PER 2019 ENERGY
STANDARDS 150.0 (N)
1) A 120V ELECTRICAL RECEPTACLE IS
WITHIN 3 FEET FROM THE WATER HEATER
AND ACCESSIBLE WITH NO OBSTRUCTIONS.
2) A CATEGORY III OR IV VENT, OR A TYPE B
VENT WITH STRAIGHT PIPE BETWEEN
OUTSIDE AND WATER HEATER.
3) A CONDENSATE DRAIN NO MORE THAN 2
INCHES HIGHER THAN BASE ON WATER
HEATER FOR NATURAL DRAINING.
4) A GAS SUPPLY LINE WITH CAPACITY OF A
LEAST 200,000 BTU/HR.
PROVIDE SEDIMENT TRAP AT THE LOCATION
OF WATER HEATER AND THE FAU. A
SEDIMENT TRAP MUST BE INSTALLED AS
CLOSE AS POSSIBLE TO THE GAS INLET OF
THE APPLIANCE IF IT IS NOT PART OF
APPLIANCE. SEDIMENT TRAPS ARE NOT
REQUIRED AT RANGES, CLOTHES DRYERS,
DECORATIVE VENTD APPLIANCES OR GAS
FIREPLACES.
�I
I
3040 SH WINDOW
TEMPERED
SIHGC=0.00
U=0.00
I
I
�I
3040 SH WINDOW
TEMPERED
SIHGC=0.00
U=0.00
I
I
632 FIXED WINDOW
TEMPERED
SIHGC=0.00
I U=0.00
DIMENSION FLOOR PLAN
SCALE: 1 /4" = 1'-0"
PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
ma2023-0002
Bores
03/06/2023 3:11:37 PM
AREA TABULATION
PROPOSED MAIN HOUSE AREA =
PROPOSED 2 CAR GARAGE =
PROPOSED PATIO =
WALL LEGEND
2,373 SQ. FT.
486 SQ. FT.
120 SQ. FT.
2X WOOD STUD @ 16" O.C.
(INTERIOR WALL)
DOUBLE 2x4 O/ 2X6 WOOD STUD @ 16" O.C.
W/ R21 INSULATION W/ 3 COATS STUCCO.
(EXTERIOR WALL)
2X6 WOOD STUD @ 16" O.C.
W/ R21 INSULATION W/ 3 COATS STUCCO.
(EXTERIOR WALL)
2X6 WOOD STUD WALL @ 16" O.C.
W/ R21 INSULATION. AND 5/8" TYPE'X'
GYP. BD. FROM CONCRETE SLAB TO
THE UNDERSIDE OF THE ROOF
SHEATHING.
.-.......-......... .......... 2X6 WOOD STUD @ 16" O.C.
(PLUMBING WALL
0 FLOOR PLAN KEYED LEGEND
1. DOUBLE KITCHEN SINK WITH GARBAGE DISPOSAL.
2. BUILT-IN DISHWASHER
3. OVEN . BELOW
4. 36" COOKTOP
5. BACK DRAFT HOOD VENT TROUGHT OUTSIDE.
6. 36" PROVIDE REFRIGERATOR CLEAR SPACE WITH
ROUGH PLUMBING FOR ICEMAKER
(RECESSED IN WALL) COORDINATE WITH OWNER
FOR CLEAR SPACE.
7. 36" HT. STONE COUNTER KITCHEN ISLAND
8. WASHER: PROVIDE WASTE AND WATER FOR
WASHING MACHINE IN RECESSED WALL BOX
9. DRYER: PROVIDE DRYER VENT TO OUTSIDE AIR
WITH BACK DRAFT DAMPER.
10. GAS FIRED F.A.U. UNIT -PROVIDE 30" HT. IN ATTIC
11. WOOD -FRAMED AND DRYWALL -COVERED PLATFORM
12. TANKLESS WATER HEATER-. VENT TO OUTSIDE.
13. GARAGE WALLS ADJACENT TO DWELLING SHALL
BE PROTECTED WITH ONE LAYER OF 5/8" TYPE "X"
GYP. BOARD FROM FLOOR TO ROOF SHTG.
14. GARAGE TO HOUSE 1- 3/8" SOLID CORE DOOR WITH
WEATHER STRIPPING TO BE TIGHT ITTING.
AUTOMATIC SELF -CLOSING AND SELF LATCHING.
15. 2X6 EXTERIOR WALLS W/ R- 21 INSUL.
16. TILE FLOORING SELECT BY OWNER.
17. CLOSET CABINET .
18. DAMPED SHOWER PAN WITH STONE TYPE
TILE WALL OVER 1/2" CEMENT BOARD TO CLG.".
SHOWER HEAD AT 78". PROVIDE SAFETY GLASS ENCLOSURE AS
SHOWN.
FRAMELESS GLASS SHOWER ENCLOSURE AND
DOOR.
19. SHOWER HEAD AND MIXING VALVE.
20. 18" HT. TILED BENCH.
21. RECESSED SOAP NICHE.
22. TOILET PAPER HOLDER.
23. TOWEL BAR.
24. CENTER OF WATER CLOSET TO BE MINIMUM OF
15" TO VERTICAL SURFACE AT SIDES.
25. 1/4" POLISHED GLASS MIRROR.
26. MEDICINE CABINET (SELECTED BY OWNER).
27. BUILT IN CABINET
28. 34" HIGH LAVATORY TOP AND WALL MOUNTED
BASE CABINET.
29. STONE TYPE TILE IN SHOWERS ON FLOOR &
WALLS TO BE FULL HT. (SELECTED BY OWNER)
30. BAR COUNTER TOP AND BASE CABINETS
SELECTED BY OWNER.
31. PROVIDE DRYER VENT TO ROOF TO OUTSIDE
AIR WITH BACK DRAFT DAMPER.
32. LINEN SHELVES.
33. LOWER CABINETS AND SHELVES.
34. EDGE OF UPPER CABINET ABOVE.
35. 36" HIGH STONE COUNTER TOP & BASE CABINET.
36. SHELF & POLE.
37. 200 ELECTRICAL PANEL.
38. GAS METER (SEE SITE PLAN ).
39. CATV ACCESS BOX.
40. TELEPHONE ACCESS BOX.
41. A/C CONDENSER UNIT ON CONC. PAD. 3" MIN. ABOVE
ADJACENT GROUND LEVEL.
42. FREE STANDING 72" HT.TILED WALL.
43. LAUNDRY SINK.
44. LAUNDRY CABINETS W/ COUNTER TOP
(SELECTED BY OWNER)
45. LAUNDRY UPPER CABINETS.
46. URINAL.
47. UPPER CEILING PROJECTION (SEE SECTIONS).
48. PLASTERED COLUMN.
49. 30X30 ATTIC ACCESS.
50. FIREPLACE BY "HEAT & GLO" MODEL RED40 U.L. REPORT NO.307B. PROVIDE 20" MIN.
HEARTH, FUEL GAS W/ ELECTRONIC SWITCH LIGHTER. PROVIDE GLASS DOOR KIT OR
SIMILAR APPROVED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. (VENTLESS)
51. FREE STANDING TUN BY OWNER
52. NON STRUCTRUAL COLUMN.
53. SINGLE SINK
54. PLASTERED COLUMN.
55. WINE FRIDGE.
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
0
DDD
0
-
DATE ISSUED FOR:
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QU I NTA, CA 92254
SHEET TITLE
DIMENSION / FLOOR PLAN
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
A2
CHECKED
J/F
DATE
Feb 15, 2023
JOB NO.
SCALE
2022-08-17
AS NOTED
RIGHT ELEVATION
SCALE: 1 /4" = T-0"
PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
ma2023-0002
d1ores
03/06/2023 3:11:37 PM
FRONT ELEVATION
SCALE: 1/4" = T-0"
ELEVATIONS NOTES
1❑ DUAL GLAZED LOW E GLASS W/ DARK BROWN
ANODIZED ALUMINUM FRAMES W/ TDL. WERE
OCCURS.
�2 7/8" CEMENT PLASTER W/ DASH FINISH
(SEE COLOR)
�3 METAL PANEL ROLL -UP GARAGE DRS.
4❑ TEMPERED GLASS. ENTRY DR. W/
& SIDE LITE & TRANSOM
�5 PROPOSED PLASTERED POST.
�6 STONE VENEE SELECTED BY OWNER.
Ifl SCREEN BLOCK WALL BY OTHERS
�8 PLASTERED OVERHANG & AND FASCIA
�9 PLASTERED COLUMN.
10 7/8" RAKED PLASTER FINISH
11 AUTOMATICALLY ILLUMINATED BUILDING
ADDRESS NUMBERS NOT LESS THAN 4 INCHES
HIGH, CLEARLY VISIBLE FROM THE STREET OR
ACCESS ROAD. (CRC §R319; LQMC §9.160.020,
TABLE 9-17)
12 ROOF SYSTEM. SEE STRUCTURAL PLANS
13 ALUMN, FRAME GLASS DR
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
zL
DDD
zL
-
DATE ISSUED FOR: I
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QU I NTA, CA 92254
SHEET TITLE
BUILDING ELEVATIONS
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
CHECKED
J/F
A3
DATE
Feb 15, 2023
JOB NO.
2022-08-17
S C A L E
AS NOTED
LEFT ELEVATION
SCALE: 1/4" =1'-0"
PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
ma2023-0002
Bores
03/06/2023 3:11:37 PM
REAR ELEVATION
SCALE: 1/4" =1'-0"
ELEVATIONS NOTES
1❑ DUAL GLAZED LOW E GLASS W/ DARK BROWN
ANODIZED ALUMINUM FRAMES W/ TDL. WERE
OCCURS.
2❑ 7/8" CEMENT PLASTER W/ DASH FINISH
(SEE COLOR)
�3 METAL PANEL ROLL -UP GARAGE DRS.
4❑ TEMPERED GLASS. ENTRY DR. W/
& SIDE LITE & TRANSOM
�5 PROPOSED PLASTERED POST.
�6 STONE VENEE SELECTED BY OWNER.
�7 SCREEN BLOCK WALL BY OTHERS
�8 PLASTERED OVERHANG & AND FASCIA
�9 PLASTERED COLUMN.
10 7/8" RAKED PLASTER FINISH
11 AUTOMATICALLY ILLUMINATED BUILDING
ADDRESS NUMBERS NOT LESS THAN 4 INCHES
HIGH, CLEARLY VISIBLE FROM THE STREET OR
ACCESS ROAD. (CRC §R319; LQMC §9.160.020,
TABLE 9-17)
12 ROOF SYSTEM. SEE STRUCTURAL PLANS
13 ALUMN, FRAME GLASS DR
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
zL
DDD
I DATE ISSUED FOR: I
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QU I NTA, CA 92254
SHEET TITLE
BUILDING ELEVATIONS
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
CHECKED
J/F
A3*
DATE
Feb 15, 2023
JOB NO.
2022-08-17
S C A L E
AS NOTED
PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
ma2023-0002
Cflores
03/06/2023 3:11:37 PM
10'-c
X •
u
rION D
SCALE: 1/4" = 1'-0"
❑ ELEVATIONS NOTES
1. 7/8 " EXTERIOR CEMENT PLASTER (3-COAT SYSTEM & FIBER MESH).
SEE FINISH SCHEDULE FOR COLOR AND FINISH
2. WINDOW, SEE DOOR AND WINDOW AT FLOOR PLAN
3. SECTIONAL GARAGE DOOR, SEE DOOR AND WINDOW SCHEDULE
4. ROOFING SYSTEM. ( CLASS "A" ASSEMBLY)
5. CHIMNEY FLUE WITH SPARK ARRESTOR & SCREEN
6. 7/8" PLASTERED SMOOTH FINISH OVERHANG.
7. SLOPPED AND SEALED GARAGE CONCRETE FLOOR
8. R-38 CEILING INSULATION
9. 5/8" GYP. BD.
10. BOTTOM OF ROOF SHEATHING PER TITLE 24
11. CABINETS SELECTED BY OWNER
12. 20" FIREPLACE HEARTH,FIRE PROOF SURROUND COLOR BY OWNER
13. MANUF. TRUSSES @ 24" O.0 PER TRUSS MANUFACTURER.
14. FOOTING PER FOUNDATION PLAN
15. 4" CONCRETE SLAB PER FOUNDATION PLAN
16. 24 GA. CORROSION RESISTANT WEEP SCREED. 4" ABOVE EARTH AND 2'
ABOVE PAVED AREAS.
17. BEAM OR HEADER PER FRAMING PLAN
18. 2X6 STUDS @ 16" O.0 EXTERIOR WALL WITH R-21 INSULATION
19. 2X6 STUDS @ 16" O.0
20. FIRE RATED WALL W/ 5/8" GYP. TYPE X FULL TH. FROM FLOOR TO ROOF
SHEATING. EXTENDED 48" OFF WALL AT CEILING.
21. EXPOSED RAFTERS
22. 1-3/8" MIN. THICKNESS, SOLID CORE, FLUSH SLAB, TIGHT FITTING &
SELF -CLOSING DOOR BETWEEN HOUSE & GARAGE 20 MINUTES RATED
DROPPED CEILING WITH 5/8" GYP. BD.
NOTES:
A. PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE
SHEATHING. (CBC 1402.1)
B. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE
LINE A MINIMUM OF 4" ABOVE GRADE. (CBC2506.5)
C. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
CORROSION -RESISTANT METAL MESH OPENINGS OF 1/4-INCH IN
DIMENSION. SECTION 1505.3.
D. TILE ROOFING MATERIALS SHALL COMPLY WITH 2O13 CBC STANDARDS
CHAPTER 15 AND SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
E. FIREBLOCKING PER SECTION R302.11
NA
SCALE: 1 /4" = 1'-0"
CASHCLA DESIGN
& ASSOCIATES
Carlos Sanchez Design
• DRAFTING • DESIGN • LAND PLANNING •
CARLOS SANCHEZ
DESIGNER
45-175 PANORAMA DR. SUITE E PALM DESERT, CA
(760) 272-9117-Phone CASHCLA@GMAIL.COM
These drawings are an instrument of service and remain the
property of CASHCLA DESIGN & ASSOCIATES.
They are not to be reproduced or altered to any third party without
the express written permission of Carlos Sanchez
NO.
REVISIONS
DATE
zL
DDD
DATE ISSUED FOR: I
A NEW RESIDENCE FOR:
NRC
EQUITY FUND 1
APN# 773-301-024 LOT 11
AVE. MARTINEZ & CALLE NOGALES
LA QU I NTA, CA 92254
SHEET TITLE
BUILDING ELEVATIONS
DRAWN
SHEET NUMBER
CS 03/22/21
CASH
A4
CHECKED
J/F
DATE
Feb 15, 2023
JOB NO.
2022-08-17
S C A L E
AS NOTED