HomeMy WebLinkAbout1517 W Raymar St - PlanROOM NAME
101
101
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ROOM NAME/NUMBER
DOOR NUMBER
WINDOW NUMBER
KEYNOTE
WALL TYPE
REVISION NUMBER
REVISION CLOUD
FIXTURE/ACCESSORY INDICATOR
A
1i
Jerome
Park
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Willits St.Willits St.
W Bishop St.
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S
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W 1st St.W 1st St.W 1st St.
W Raymar St.
W Richland Ave.
W Bishop St.
W Pine St.
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a
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DATE:
P.M.:
DRAWN BY:
JOB NO.:
26081 Merit Cir, STE 111
Laguna Hills, CA 92653
909-257-7040 WWW.BNDESIGNBUILDINC.COM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN
DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK
EXCEPT BY AGREEMENT WITH BN DESIGN BUILD.
D ES I GNBUILDCNI
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B.N.
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TITLE SHEET
06.10.2025
202500149
1517 W RAYMAR
ST, SANTA ANA,
CA 92703
SINGLE
FAMILY HOME
INTERIOR REMODELING
SHEET
NUMBER SHEET NAME
A0.1 TITLE SHEET
A0.2 GENERAL NOTES
A1.0 SITE PLAN
A2.0 EXISTING FLOOR PLAN
A2.1 PROPOSED FLOOR PLAN
A2.2 ELECTRICAL PLAN
BUILDING DEPARTMENT: CITY OF SANTA ANA
2022 CALIFORNIA BUILDING CODE;
• 2022 CALIFORNIA RESIDENTIAL CODE;
• 2022 CALIFORNIA MECHANICAL CODE;
• 2022 CALIFORNIA PLUMBING CODE;
• 2022 CALIFORNIA ELECTRICAL CODE;
• 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE;
• 2022 CALIFORNIA FIRE CODE;
• 2022 BUILDING ENERGY EFFICIENCY STANDARDS
• 2022 INTERNATIONAL PROPERTY MAINTENANCE CODE; AND
• SANTA ANA MUNICIPAL CODE
OWNER NAME: SIMON LOPEZ
GENERAL PLAN: LOW DENSITY RESIDENTIAL
STRUCTURE TYPE: SINGLE FAMILY HOME
APN: 01002423
ZONE: R-1
GENERAL PLAN DISTRICT: LR 7.0
OCCUPANCY CLASSIFICATION: R-3 / U-1
TYPE OF CONSTRUCTION: TYPE V-B
TOTAL OF #UNIT: 1
NUMBER OF STORIES: 1
BUILT IN: 1959
LOT SIZE: 6,161 SQ. FT.
FLOOR SIZE: 1,571 SQ. FT.
FLOOD ZONE, HIGH FIRE: NONE
GRADING: NONE
1517 W RAYMAR ST, SANTA ANA,
CA 92703
DESIGNER
SIMON LOPEZ
EMAIL: SIMONLOPEZ7420@GMAIL.COM
PHONE: (949) 887-1378
SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS &
FIELD CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
ARCHITECTURAL
PROJECT DESCRIPTION
PROJECT INFORMATION
DO NOT SCALE DRAWINGS
SHEET INDEX
PROJECT TEAM
VICINITY MAP
SYMBOLS LEGEND
ABBREVIATIONS GENERAL NOTES
Vinyl Composition TileV.C.T.
Outside Diameter (DIM.)
Powder Actuated Device
Combination Paper TowelDispenser & Receptacle
ReinforcedREINF.
FLASH.Flashing
Face of Concrete
Face of Sheathing
F.O.F.F.O.C.FLUOR.Fluorescent
Face of Finish
FTG.FT.F.S.FPRF.
Footing
F.O.SH.
Foot or FeetFull SizeFireproof
F.O.S.Face of Studs
RequiredREQ.RESIL.RM.ResilientRoomR.O.Rough OpeningRUB.Rubber
Expansion Bolt
Expansion Joint
Electrical Panelboard
Electrical Water Cooler
Fire ExtinguisherFire Extinguisher Cab.
Flat Head Wood ScrewFire Hose Cabinet
DIA.DET.DetailDiameter
DR.
DWG.D.S.P.DS.DWR.
D.O.DN.
DoorDrawer
Drawing
DownDISP.Dispenser
Door Opening
DownspoutDry Standpipe
ELEV.ELEC.EL.E.J.
EA.E.B.
E.EachEast
Elevator
ElevationElectrical
DIM.Dimension
EXP.EXPO.EXST.E.W.C.EQPT.EQ.E.P.ENGR.ENCL.
Equal
ExistingExposed
Enclosure
Equipment
Expansion
Engineer
F.E.C.F.E.FDN.F.D.F.B.F.A.Flat BarFloor DrainFoundation
Fire Alarm
EXT.Exterior
FL.FIXT.FIN.F.H.W.S FinishFixtureFloor
F.H.C.
EMER.Emergency
Not In ContrastN.N.I.C.North
Not To Scale
On Center
N.T.S.
O.A.OBS.O.C.O.D.
OverallObscure
NOM.Nominal
P.A.D.Pre-castPRCST.
P.Paint
Opposite Hand
Opposite
O.H.OPNG.OPP.Opening
OFF.Office
NO. or #Number
Paper Towel Dispenser
Plastic Laminate
PT.PointP.T.D.P.T.D/R
P.LAM.PLAS.PLYWD.PR.
PlasterPlywoodPair
Paper Towel Reptacle
Quarry TileQ.T.QTY.Quantity
P.T.R.PartitionPTN.
Roof DrainReferenceRefrigeratorREF.REFR.RGTR.Register
RAD.R.D.RadiusR.Riser
PL.Plate
Verify in fieldVestibuleVertical
West
Wall CoveringWater Closet
Wide FlangeWhere Occurs
With
Wood
Without
Water Resistant
Waterproof
WeightWainscot
VESTV.I.F.
W.
W.C.WDW.F.W.O.
W/WC.
WT.W.R.
WP.W/O
WSCT.
VERT.
HDWE.HardwareAbove Finish Floor
Construction Joint
Cased Opening
ACOUS.
ADJ.A.D.Adjustable
AcousticalArea Drain
APPROX.
A.F.F.ASPH.ASB.ARCH.
Asphalt
A.P.ALT.AL.
ApproximateArchitecturalAsbestos
AluminumAlternateAccess Panel
AGGR.Aggregate
BKG.
BM.BLKG.BLK.BLDG.
BITUMBD.B.B.
BackingBuildingBlockBlockingBeam
BoardBulletin Board
Bituminous
C.G.C.J.
CAB.
C.I.CER.CEM.C.B.Cabinet
CementCeramic
Corner Guard
Catch Basin
Cast Iron
BOT.Bottom
CONSTR.CONN.CONC.COL.C.O.CLR.CLO.CLKG.CalkingClosetClear
ColumnConcreteConnectionConstruction
CTR.CNTR.CTSKCPT.CORR.CorridorCarpet
CounterCenter
Countersunk
CONT.Continuous
CLG.Ceiling
HR.HORIZ.H.M.
Hour
Hollow MetalHorizontal
INTER.INT.INSUL.INFO.INC.I.D.IncandescentInformationInsulation
IntermediateInterior
Inside Diameter (Dim.)
HGT.Height
Kit.
JT.JAN.
Kitchen
JanitorJoint
LaboratoryLaminateLavatory
MasonaryMAS.MAT.Material
LAB.LAM.LAV.LKR.LT.LockerLight
MET.MetalManufacturer
Minimum
MFR.MH.MIN.Manhole
Machine BoltMedicine CabinetMechanicalMembrane
M.B.M.C.MECH.MEMB.
MiscellaneousMasonry Opening
MUL.Mullion
MISC.M.O.MTD.Mounted
MIR.Mirror
MaximumMAX.
Diameter or RoundPound or Number#
@
&AndAngleAtCenterline
A.B.
(N)(R)NewRelocated
Anchor Bolt
(E)Existing
GA.
GR.GND.GL.G.B.GALV.GuageGalvanizedGrab BarGlassGroundGrade
HDWD.H.C.H.B.Hose BibbHollow CoreHardwood
GYP.Gypsum
ShelfSH.
SheetSimilar
Shower
Sanitary Napkin DispenserSanitary Napkin ReceptacleSpecificationSee Pluming Drawing
See Structural DrawingStainless Steel
Square
See Mechanical DrawingSheet Metal Screw
SuspendedSymmetrical
StorageStructural
StationStandardSteel
Tongue and Groove
Top of Pavement
ThickThreshold
Top of Curb
TreadTowel Bar
TelephoneTerrazzo
Service Sink
Telephone PanelboardToilet Paper Dispenser
Top of WallTelevision
Typical
Top of Parapet
Top of Sheathing
Unless Otherwise NotedUrinal
Unfinished
SHT.SIM.
SHR.
SQ.
S.ST.
SYM.
STA.STD.STL.
THK.
T.B.T.C.TEL.TER.
TRD.
T.V.
TYP.
UR.
UNF.
T.&G.
T.O.PV.
U.O.N.
T.P.B.T.P.D.
T.O.W.
THRES.
S.N.D.
STOR.
SUSP.STRL.
S.P.D.
S.S.D.
S.SK.
S.N.R.SPEC.
S.M.D.S.M.S.
T.O.P.
T.O.SH.
See Architectural Drawing
Rain Water LeaderRedwood
South
RWD.
S.
R.W.L.
S.A.D.
Seat Cover Dispenser
Soap Dispenser
See Electrical Drawing
Schedule
SectionS.D.
S.C.D.SCHED.
SECT.S.E.D.
Solid CoreS.C.
PROJECT DATA
1. THIS PROJECT AND ALL WORK ASSOCIATED WITH THE PROJECT SHALL
CONFORM TO STATE AND LOCAL CODE JURISDICTIONS.
2. THE TERM DESIGNER AS USED IN THESE DOCUMENTS SHALL REFER TO BN
DESIGN BUILD INC.
3. THE DESIGNER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE
RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCE ON
PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK, ALL WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
4. SHORING, TEMPORARY SUPPORTS, AND SAFETY OF ERECTION BRACING
DURING DEMOLITION AND / OR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL
ENGINEER OR THE DESIGNER.
5. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY
A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE
PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL
COORDINATE WITH "OTHER"CONTRACTORS PER REQUIREMENTS ESTABLISHED
BY THE OWNER.
6. THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS ARE RESPONSIBLE
FOR EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING
THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH
CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
CLARIFICATION BEFORE PROCEEDING WITH WORK IN QUESTIONS OR RELATED
WORK.
7. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION
CHANGES (AS-BUILT DRAWINGS) AND SHALL PROVIDE SAID DOCUMENTATION TO
THE OWNER & DESIGNER UPON COMPLETION OF CONSTRUCTION.
8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH
ALL SUB CONTRACTORS PER REQUIREMENTS ESTABLISHED BY THE OWNER,
WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER.
9. THE STRUCTURAL, ELECTRICAL, MECHANICAL, & PLUMBING & OTHER
DRAWINGS AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO THE
DESIGNERURAL CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN
THESE DOCUMENTS SHALL BE IMMEDIATELY BRING TO THE ATTENTION OF THE
DESIGNER FOR CLARIFICATION.
10. THEN INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR,
MATERIALS & SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK
SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT
EXPLICITLY INDICATED ON THE CONTRACT DOCUMENTS.
11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT
ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS, UNLESS NOTED
OTHERWISE.
12. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS,
WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE DESIGNER SHALL BE
CORRECTED AT THE CONTRACTOR'S EXPENSE.
13. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IMMEDIATELY OF
ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR
THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE.
THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR
ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES.
14. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SHALL BE SUBMITTED IN
WRITING TO THE DESIGNER. SUBSTITUTIONS SHALL BE OF EQUAL QUALITY.
15. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL SUBMIT 3 SETS OF SHOP DRAWINGS. FABRICATION SHALL
NOT BEGIN UNTIL AFTER RECEIVING THE DESIGNER'S OR ENGINEER'S
APPROVAL.
16. THE DESIGNER'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE
GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR
DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS UNLESS HE HAS, IN
WRITING, AND BROUGHT TO THE ATTENTION OF THE DESIGNER SUCH
DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE HIM FROM
RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION.
18. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL
HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE
COVERAGE ON FILE WITH THE STATE LABOR CODES.
19. CONTRACTOR PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN LOCAL
AND STATE CODES AND PER THE CONTRACT DOCUMENTS AS NEEDED.
20. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND
SURROUNDING AREAS FREE FROM TRASH AND DEBRIS. THE WORK SHALL BE IN
CONFORMANCE WITH THE AIR & WATER POLLUTION CONTROL STANDARDS AND
REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
21. CONSTRUCTION WASTE & DEBRIS SHALL BE DEPOSITED AT AN APPROPRIATE
SITE.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF
THE JOB AFTER COMPLETION.
23. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE
REQUIRED PER STATE AND LOCAL CODES.
24. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRE,
OBTAIN A BUILDING OR GRADING PERMIT.
25. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE
BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND
STATE & COUNTY REQUIREMENTS.
26. THE CONTRACTOR IS RESPONSIBLE FOR BLOCKING OFF SUPPLY & RETURN
AIR GRILLES & DUCTS TO KEEP DUST FROM ENTERING INTO THE BUILDING
DISTRIBUTION SYSTEMS.
27. ALL CONSTRUCTION & DEMOLITION SHALL BE DONE IN ACCORDANCE WITH
LOCAL & STATE CODES.
28. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE
DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE, FACE OF FINISH
OR CENTERLINE OF GRIDS.
29. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, UNLESS NOTED
OTHERWISE.
30. DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE DRAWINGS. LARGER
DETAILED DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALED DRAWINGS.
31. WHERE ELECTRICAL, MECHANICAL, OR PLUMBING ITEMS PENETRATE A
FOOTING, SLAB, WALL CEILING ETC. IT IS REQUIRED THAT AN APPROPRIATELY
SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL
COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION
DOCUMENTS PRIOR TO THE INSTALLATION. ANY CONFLICT WITH THE
CONSTRUCTIONS DOCUMENTS, SHALL BE BROUGHT TO THE DESIGNER'S
ATTENTION IMMEDIATELY.
32. THE CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS IN WALLS &
CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO FIRE SPRINKLER,
MECHANICAL, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A
PLAN OF ALL PROPOSED ACCESS PANEL TO THE DESIGNER FOR APPROVAL.
33. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO
MAINTAIN RATING.
34. INTERIOR WALLS & CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE
& LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE
DENSITY RATINGS FOR FINISH MATERIALS.
35. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS FREE.
36. ALL INSPECTIONS SHALL BE CALLED FOR AND PASSED BEFORE ANY WORK
CONTINUES TO THE NEXT PHASE.
37. MANDATORY SPECIAL INSPECTIONS PER THE REQUIREMENTS OF THE
ENGINEERING SUBMITTED AND I.C.C. PORTIONS OF THIS PROJECT REQUIRE
SPECIAL INSPECTION.
38. NO ROOFTOP EQUIPMENT SHALL BE VISIBLE FROM THE GROUND.
39. A 4'-0" WALKWAY WILL BE MAINTAINED ALONG THE SIDE WALK IN FRONT OF
THE BUILDING SITE DURING CONSTRUCTION.
40. PEDESTRIAN PROTECTION, FENCES, RAILING OR CANOPIES, SHALL BE ALONG
THE PUBLIC RIGHT OF WAY IN ACCORDANCE WITH C.B.C.
41. A CONSTRUCTION FENCE SHALL BE MAINTAINED ALONG THE SIDE WALK IN
FRONT OF THE BUILDING SITE DURING CONSTRUCTION. THIS FENCE SHALL BE
INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING.
42. TEMPORARY TOILET FACILITIES SHALL BE ON SITE DURING THE
CONSTRUCTION AND WILL BE AVAILABLE ALL DURING CONSTRUCTION TIMES.
44. DETAIL CURBLESS SHOWERS TO MEET CPC 408.5.
45. PROVIDE GAS LINE DIAGRAM AND PIPING SIZING DESIGN PER 2022 CPC 1215.1,
FIG. 1215.1 AND TABLE 1215.2(1). SHOW & INCLUDE LOCATION OF GAS METER,
PIPING LOCATION, SIZES, LENGTHS TO ALL GAS APPLIANCES. FOR EXAMPLE, TWO
GAS TANKLESS WATER HEATERS, STOVE, CLOTHES DRYER, ETC. AND THEIR BTU
DEMAND.
46. SHOW LOCATION OF MINI-SPLIT PUMP SPACE CONDITION UNIT ON THE PLAN
TO MATCH THE T-24 ENERGY CALC. DESIGN REQUIREMENT.
47. ALUMINUM CONDUCTORS #6 AND SMALLER MUST HAVE CONTINUOUS
INSPECTION.
48. P.V. DISCONNECT VISIBLE, LOCKABLE AC DISCOUNT WITHIN 3FT. OF METER ON
EXTERIOR.
49. PVS, WHEN REQUIRED, MUST BE INCORPORATED INTO THE INITIALLY
APPROVED PLANS. THEY MAY NOT BE DEFERRED. PV SYSTEM REQUIRED PER T-24
ENERGY CALC. DESIGN REQUIREMENT.
50. SHOW SIZE AND LOCATION OF ELECTRICAL SERVICE AND PANELS. CHECK NEW
ADU.
51. ANAHEIM ELECTRIC WILL PROVIDE ONLY A SINGLE DROP. SHOW THE MAIN AND
SUB-PANEL ACCORDINGLY. CLARIFY IF A SERVICE UPGRADE WITH DUAL
BREAKERS WILL BE USED.
52. SHOW & DETAIL HOW & WHERE THE ELECTRICAL POWER TO THE ADU IS
SUPPLIED.
53. SHOW LOCATION(S) OF HARD WIRED SMOKE DETECTORS: [CRC R314]
A. ON EACH FLOOR LEVEL AND IN BASEMENT.
B. A MINIMUM OF 20 FT. FROM PERMANENT COOKING EQUIPMENT (OR 10 ’ WITH
PHOTO-ELECTRIC TYPE).
C. A MINIMUM OF 3 FT. FROM BATHROOM.
54. SHOW LOCATION(S) OF HARD WIRED CARBON MONOXIDE ALARMS: [CRC R315]
A. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
55. SHOW COMPLIANCE WITH THE FOLLOWING LIGHTING MEASURES: [150.0(K) /
160.5(A)]
A. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE
HIGH EFFICACY.
B. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND
UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE
CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.
C. HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE
CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER.
D. OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO
OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND
REQUIREMENTS.
56. PROVIDE THE FOLLOWING ELECTRIC-READY REQUIREMENTS ON PLANS: [150.0]
A. HEAT PUMP SPACE HEATER READY. SYSTEMS USING GAS OR PROPANE
FURNACE TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE
FOLLOWING:
1. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO
ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A
FUTURE HEAT PUMP SPACE HEATER INSTALLATION. THE RESERVED SPACE SHALL
BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.”
B. ELECTRIC COOKTOP READY. SYSTEMS USING GAS OR PROPANE COOKTOP TO
SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING:
1. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO
ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A
FUTURE ELECTRIC COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE
PERMANENTLY MARKED AS “FOR FUTURE 240V USE.”
C. ELECTRIC CLOTHES DRYER READY. CLOTHES DRYER LOCATIONS WITH GAS OR
PROPANE PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE
FOLLOWING:
1. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO
ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A
FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL
BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.”
57. PROVIDE A SEPARATE 36 CFM MINIMUM INDOOR AIR QUALITY IAQ EXHAUST
FAN ON ELECTRICAL PLAN TO MATCH THE T-24 ENERGY CALC. DESIGN
REQUIREMENT.
BENJAMIN NOROUZI ASSOC. AIA, NCARB
GENERAL CONTRACTOR B
EMAIL: INFO@BNDESIGNBUILDINC.COM
PHONE: (909) 257-7040
OWNER
•
•
•
•
•
THE SCOPE WILL CONSIST OF THE FOLLOWING:
REMODELING EXISTING KITCHEN
REFRESHING EXISTING BATHROOM FIXTURES
REPLACING SHINGLE ROOFING
ADDING NEW WALK IN CLOSET
REPLACING EXISTING FURNACE
NO WORK TO STRUCTURAL
REV DATE REMARKS
PLAN SUBMITTAL 06.12.2025
Bldg #101124482
APPROVALS:
PLNG - F. Arias
BLDG - A. So
PUBLIC WORKS - Y. Soto
GENERAL NOTES
DATE:
P.M.:
DRAWN BY:
JOB NO.:
26081 Merit Cir, STE 111
Laguna Hills, CA 92653
909-257-7040 WWW.BNDESIGNBUILDINC.COM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN
DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK
EXCEPT BY AGREEMENT WITH BN DESIGN BUILD.
D ES I GNBUILDCNI
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2
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B.N.
S.R.
GENERAL NOTES
06.10.2025
202500149
1517 W RAYMAR
ST, SANTA ANA,
CA 92703
SINGLE
FAMILY HOME
GREEN CODE BUILDING
THE FLOOR SHALL BE CONCRETE SLAB ON GRADE AND SHALL BE A MINIMUM
OF FOUR-INCH (4 ”) (FIVE-INCH (5”) AT WATER TREATMENT ROOM) THICK WITH
MINIMUM CONCRETE STRENGTH OF 3,000-PSI. IT WILL INCLUDE ONE OF THE
FOLLOWING, WIRE MESH OR FIBER MESH, AND/OR REBAR REINFORCEMENT
OVER A 10 MILL MINIMUM VAPOR BARRIER (STEGO WRAP OR EQUAL) AND
GRANULAR FILL PER LESSOR'S SOILS AND/OR STRUCTURAL ENGINEERING
TEAM BASED ON SOIL CONDITIONS AND REPORT FROM THE SOILS ENGINEER.
FINISH FLOOR ELEVATION TO BE A MINIMUM OF 8" ABOVE FINISH GRADE. THE
SLAB SHALL INCLUDE PROPER EXPANSION CONTROL JOINTS. FLOOR SHALL
BE LEVEL (1/8” WITH 10’ OF RUN), SMOOTH, BROOM CLEAN WITH NO ADHESIVE
RESIDUES, IN A CONDITION THAT IS ACCEPTABLE TO INSTALL FLOOR
COVERINGS IN ACCORDANCE WITH THE FLOORING MANUFACTURER ’S
SPECIFICATIONS.
CONCRETE FLOOR SHALL BE CONSTRUCTED SO THAT NO MORE
THAN 3-LBS. OF MOISTURE PER 1,000SF/24 HOURS IS EMITTED PER
COMPLETED CALCIUM CHLORIDE TESTING RESULTS AFTER 28 DAY
CURE TIME. MEANS AND METHODS TO ACHIEVE THIS LEVEL WILL
BE RESPONSIBILITY OF THE LESSOR. LESSEE REQUIRES THAT
LESSOR PROVIDE MOISTURE CONTROL TREATMENT ADMIXTURE
(CONCURE ADMIXTURE, NO SUBSTITUTES – CONTACT EMIL PIKULA
OF CONCURE (480) 820-7171 FOR SPECIAL PRICING AND
PROCEDURES) IN THE MIX DESIGN. FLOOR SLAB SHALL BE CURED
ACCORDING TO ACI AND RESILIENT FLOORING INSTITUTE
GUIDELINES, WATER CURE OR EMPLOY THE USE OF CONCURE
2100 CURE AND SEAL. FLOORING CONTRACTOR SHALL ADDRESS
ALL CRACKS, EXPANSION JOINTS, SAW CUTS, ETC., USING
CONCURE 670 CRACK FILL BINDER. CONTACT CONCURE SYSTEMS
(480-820-7171) FOR APPROVAL AND METHOD FOR MOISTURE
TESTING.
CONCRETE SLAB NOTE
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY
STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR
THAT APPLIANCE. (GBC 4.506.1)
2. WHERE FUTURE SPACE FOR SOLAR IS REQUIRED, AN ELECTRICAL
CONDUIT SHALL BE PROVIDED FROM THE ELECTRICAL SERVICE
EQUIPMENT TO SUCH SPACE. THE CONDUIT SHALL BE ADEQUATELY
SIZED BY THE DESIGNER BUT SHALL NOT BE LESS THAN ONE INCH.
THE CONDUIT SHALL BE LABELED AS PER THE LOS ANGELES FIRE
DEPARTMENT REQUIREMENTS AND THE ELECTRICAL PANEL SHALL BE SIZED
TO ACCOMMODATE THE INSTALLATION OF A FUTURE ELECTRICAL SOLAR
SYSTEM. (4.211.4)
3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE
MINIMUM FLOW RATES IN TABLE 4.303.2/TABLE 9.403.2. (4.303.1)
4. WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE
SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS
SHALL NOT EXCEED THE MAXIMUM FLOW RATES SPECIFIED IN THE 20
PERCENT REDUCTION COLUMN CONTAINED IN TABLE 4.303.2 OR THE
SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT A TIME.(4.303.1.3.2)
5. INSTALLED AUTOMATIC IRRIGATION SYSTEM CONTROLLERS SHALL BE
WEATHER- OR SOIL-BASED CONTROLLERS. (4.304.2)
6. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR
OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED
AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH
CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. (4.406.1)
7. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE
PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE.(4.407.4)
8. FOR ALL NEW EQUIPMENT, A COMPLETED OPERATION AND MAINTENANCE
MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1 OR
9.410.1, SHALL BE COMPLETED AND PLACES IN THE BUILDING AT THE TIME OF
FINAL INSPECTION. (4.410.1)
9. AT LEAST 50% OF ALL AREAS RECEIVING RESILIENT FLOORING SHALL
COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS OR BE
CERTIFIED UNDER THE RESILIENT FLOOR COVERING (RCFI) FLOORSCORE
PROGRAM. (4.504.4)
10. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT
OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL
THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. (4.504.1)
11. DESIGNERURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND
SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC
COMPOUND (VOC) LIMITS. (4.504.2.1)
12. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2,
SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION
APPROVAL. THE MANUFACTURER ’S SPECIFICATIONS SHOWING
VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY
AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR
FOR VERIFICATION. (4.504.2.4)
13. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST,
FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION
APPROVAL. THE MANUFACTURER ’S SPECIFICATIONS SHOWING
FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS
SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE
FIELD INSPECTOR FOR VERIFICATION. (4.504.5)
14. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE
TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:
A. CARPET AND RUG INSTITUTE ’S GREEN LABEL PLUS PROGRAM
B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD
PRACTICE FOR THE TESTING OF VOCS (SPECIFICATION01350)
C. NSF/ANSI 140 AT THE GOLD LEVEL
D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD
(4.504.3)
15. ALL NEW CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN
LABEL PROGRAM. (4.504.3)
16. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE
SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE
ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THE
BUILDING INSPECTOR. (4.505.3)
17. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE
DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. (4.506.1)
18. BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A
WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A
HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. (4.506.1)
19. THE SIZE AND LAYOUT OF THE HEATING AND AIR-CONDITIONING
SYSTEMS SHALL BE IN ACCORDANCE WITH ACCA MANUAL J, ACCA 29-D AND
ACCA 36-S, ASHRAE HANDBOOKS. (4.507.2
1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITY
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE
HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.”
2. OBTAIN PERMITS FROM PUBLIC WORKS PRIOR TO CONSTRUCTION FOR:
A. TEMPORARY PEDESTRIAN PROTECTION AS REQUIRED. FOR ANY
CONSTRUCTION NEAR ANY STREET OR PUBLIC AREA.
3. OUTLETS ALONG WALL COUNTER SPACE, ISLAND AND PENINSULA
COUNTER SPACE IN KITCHENS SHALL HAVE A MAXIMUM SPACING OF 48".
(210-52 NEC)
4. THE FIRST LIGHT IN THE NEW AND REMODELED BATHROOMS AND KITCHEN
SHALL BE AN ENERGY EFFICIENT LIGHT MEETING A MINIMUM OF 40 LUMENS
PER WATT (E.G. FLUORESCENT LAMP). (T-24, SEC. 130(B) & 150(K))
5. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED
WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH
ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE
ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A
HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1)
6. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY
TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND
COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (CRC
R306.4.)
7. FINISH MATERIALS INCLUDING ADHESIVES, SEALANTS, CAULKS, PAINTS
AND COATING, AEROSOL PAINTS AND SYSTEMS AND COMPOSITE WOOD
PRODUCTS SHALL MEET THE VOLATILE ORGANIC COMPOUND (VOC)
EMISSION LIMITS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, CHAPTER 4 DIVISION 4.5. (R330)
8. WHEN A VAPOR RETARDER IS REQUIRED, A CAPILLARY BREAK SHALL BE
INSTALLED IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, CHAPTER 4, DIVISION 4.5. (R506.2.3.1)
9. ANNULAR SPACE AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER
OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL BE
PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH
OPENINGS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, CHAPTER 4, DIVISION 4.4. (R602.3.4.1)
BATHROOMS
1. ALL SHOWER ENCLOSURES, REGARDLESS OF SHAPE, SHALL HAVE A
MINIMUM 22" CLEARANCE AND FINISHED INTERIOR AREA OF NOT LESS THAN
1024 SQUARE INCHES (0.66 M2 ) AND SHALL BE CAPABLE OF ENCOMPASSING
A 30 INCH DIAMETER (0.76 M) CIRCLE. THE MINIMUM AREA AND DIMENSIONS
SHALL BE MAINTAINED TO A POINT 70 INCHES (1.8 M) ABOVE THE SHOWER
DRAIN OUTLET. (CPC 410.4)
2. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A
SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A
NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A
HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2).
3. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED
FOR LOW WATER CONSUMPTION.
4. A MIN 12" SQ. ACCESS PANEL TO THE BATHTUB TRAP SLIP JOINT
CONNECTION IS REQUIRED. (PLUMBING CODE SECTION 405.2)
LAUNDRY ROOM
1. CLOTHES DRYER(S) LOCATED IN AN AREA THAT IS HABITABLE OR
CONTAINING FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE
OUTSIDE OR TO AN AREA WHICH IS NOT HABITABLE AND DOES NOT CONTAIN
OTHER FUEL BURNING APPLIANCES (BUT NOT BENEATH THE BUILDING OR IN
THEATTIC AREA). (M.C. 504.3.1)
MEANS OF EGRESS
1. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS WITHIN A
DWELLING UNIT.
2. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MIN.- 24" CLEAR
HT, 20" CLEAR WIDTH, 5.7 SQ.FT. MIN. AREA.
GRADING AND FOUNDATION
1. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION
REPORT MAY BE REQUIRED.
2. FOUNDATION AND FLOOR SLABS SHALL CONFORM TO THE FOLLOWING OR
THE RECOMMENDATION OF AN APPROVED SOILS REPORT :
A. DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISHED GRADES SHALL
NOT BE LESS THAN 18 INCHES FOR EXTERIOR AND SEE
STRUCTURALFOUNDATION PLAN FOR INTERIOR FOOTINGS.
B. EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED
ON CONTINUOUS FOOTINGS.
C. FOOTINGS SHALL BE REINFORCED WITH A MINIMUM 4 - ½ -INCH DIAMETER
DEFORMED REINFORCING BARS. TWO BARS SHALL BE PLACED WITHIN 4
INCHES OF THE BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4 INCHES
OF THE TOP OF THE FOOTINGS.
D. THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED
WITH MOISTURE TO A DEPTH OF 18 INCHES PRIOR TO PLACING THE
CONCRETE.
E. CONCRETE FLOOR SLABS ON GRADE SHALL BE PLACED ON A 4" FILL OF
COARSE AGGREGATE OR ON A MOISTURE BARRIER MEMBRANE. THE SLABS
SHALL BE AT LEAST 3½ INCH THICK AND SHALL BE REINFORCED WITH #4
REBARS AT 16 INCH ON CENTER IN BOTH DIRECTIONS.
3. CONCRETE SLABS ON EXPANSIVE SOIL, COMPACTED FILL OR SLOPES OVER
1:10 SHALL BE PLACED ON A 4-INCH FILL OF COARSE AGGREGATE OR ON A
BED COVERED MOISTURE BARRIER MEMBRANE.
4. OPENINGS SHALL BE AS CLOSE TO CORNERS AS PRACTICABLE AND SHALL
PROVIDE CROSS VENTILATION ALONG THE LENGTH OF AT LEAST TWO
OPPOSITE SIDES. OPENING SHALL HAVE 1/4 INCH CORROSION RESISTANT
METAL MESH COVERING.
5. PROVIDE CORROSION RESISTANT WEEP SCREED BELOW THE STUCCO A
MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREA.
6. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
7. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS
INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER ’S APPLICATION FOR
A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE
THOUSAND DOLLARS ($1,000). (R314.6.2)
8. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING
ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON
EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY.
SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE
ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING
UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR
PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE
EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. (R314)
1.TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS (E.G., DRYERS,
BATH FANS, RANGE VENTS, ETC.) SHALL BE AT LEAST 3 FEET FROM
OPENINGS INTO THE BUILDING AND EQUIPED W/ A BACK-DRAFT
DAMPER. VENT DUCTS MAY BE COMBINED AND VENT AT ROOF BUT
CONSULT DESIGNER FOR LOCATION.
2.ALL VENTING FANS IN BATHROOMS CONTAINING A BATHTUB,
SHOWER, AND SPAS SHALL BE CONTROLLED BY A HUMIDISTAT AND BE
ENERGY STAR RATED.
3.ALL BATHROOMS CONTAINING A BATHTUB, SHOWER, SPA, AND
SIMILAR FIXTURES SHALL BE MECHANICALLY VENTED PER CMC, CAL.
ENERGY CODE AND ASHARE 62.2. THE MECHANICAL FAN SHALL VENT
ONE C.F.M. PER ONE SF OF AREA WITH A MIN. FAN SIZE OF 50 C.F.M.
a.WITH A 50 CFM FAN, USE 4 ” DIAM. FLEX VENT PIPE WITH A MAX.
LENGTH OF 70’
b.WITH AN 80 CFM FAN, USE 5 ” DIAM. FLEX VENT PIPE WITH A MAX.
LENGTH OF 70’
4.ALL FANS INSTALLED TO MEET ALL OF THE PRECEDING
REQUIREMENTS MUST BE SPECIFIED AT A NOISE RATING OF A MAXIMUM
1 “SONE” (FOR THE CONTINUOUS USE CALCULATION) OR 3 “SONE” (FOR
THE INTERMITTENT USE CALCULATION).
5.EVERY KITCHEN SHALL HAVE HOOD TO THE OUTSIDE OF THE
BUILDING W/ MIN. LESS THAN 750 SF REQUIRES 85% CE OR 280 CFM .
6” DIAM. EQUIPPED WITH BACKDRAFT DAMPER, THAT HAS A MAXIMUM
SOUND RATING OF 3-SONES AND THE REQUIREMENT FOR HERS
VERIFICATION.
6.ALL NEW FIREPLACES SHALL BE DIRECT VENT, SEALED COMBUSTION,
CLOSEABLE DOORS, WITH OUTSIDE AIR INTAKE
7.ANY EXISTING NON-EPA PHASE TWO WOOD BURNING FIREPLACE
WILL BE REPLACED WITH A PHASE II CERTIFIED GAS UNIT FIREPLACE
(M.C.C 19.80.080) OR CONVERTED TO A DEDICATED GAS LOG FIREPLACE
PER CODE.
8.PRE-FABRICATED FIREPLACE INSTALLATION INSTRUCTIONS ARE TO
BE ON THE JOB SITE AT THE TIME OF INSPECTION. FACTORY BUILT
FIREPLACES MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS & INSTRUCTIONS AND ESR - 2401.
9.GENERAL CONTRATOR TO PROVIDE GAS LINE TO EXTERIOR
FIREPLACE FIRE BOX AND GAS LIGHTER SWITCH. INSTALL IN COMPLETE
ACCORDANCE W/ ALL LOCAL & STATE BLDG. CODE REQUIREMENTS.
FIREPLACE GAS OUTLET "LOG LIGHTER" CONTROL VALVES SHALL BE
LOCATED OUTSIDE THE MINIMUM REQUIRED HEARTH AREA & WITHIN 4
FEET MAXIMUM FROM THE OUTLET, PER CPC 1211.17.
10.PER CALGREEN SECTION 4.503.1, GAS FIREPLACES SHALL BE DIRECT-
VENT AND SEALED-COMBUSTION TYPE. PER CAL. ENERGY CODE
SECTION 150.0(E)1, GAS FIREPLACES SHALL BE PROVIDED WITH
CLOSEABLE DOORS AND OUTSIDE COMBUSTION INTAKE WITH DAMPER
OR COMBUSTION AIR CONTROL DEVICE WHEN LOCATED ON AN
EXTERIOR WALL. FIREPLACE INSTALLATION AND VENTING SYSTEM MUST
CONFORM TO STANDARD ANSI Z21.88b 2008 CSA 2.33a 2008 VENTED GAS
FIREPLACE HEATERS AND NATIONAL FUEL GAS CODE, Z223.1, LATEST
EDITION.
11.NON-COMBUSTIBLE BACKER BOARD MUST BE USED TO SHEET IN
FRONT OF THE FIREPLACE EXTENDING A MIN. 6" BELOW, 12" ABOVE & 10"
AT SIDES. STANDARD SHEET ROCK MAY BE USED BEYOND THIS POINT IF
PER MANUF. RQMTS. BACKER BOARD MATERIALS SHALL MEET CRC
TABLE R702.4.2 STANDARDS, SUCH AS ASTM C1178 FOR GLASS MAT
BACKING PANELS AND ASTM C1288 FOR FIBER-CEMENT BACKER BOARD.
12. PROVIDE ADEQUATE COMBUSTION AIR FOR FUEL-BURNING
APPLIANCES AND WATER HEATERS WITH OPENING SHALL HAVE A FREE
AREA OF NOT LESS THAN 1 SQUARE INCH PER 1000 BTU/H (0.002 M2/KW)
OF THE TOTAL INPUT RATING OF APPLIANCES IN THE SPACE, BUT NOT
LESS THAN 100 SQUARE INCHES (0.065 M2). ONE OPENING SHALL
COMMENCE WITHIN 12 INCHES OF THE TOP OF THE ENCLOSURE, AND
ONE OPENING SHALL COMMENCE WITHIN 12 INCHES OF THE BOTTOM
OF THE ENCLOSURE (SEE FIGURE 701.5). THE DIMENSION OF AIR
OPENINGS SHALL BE NOT LESS THAN 3 INCHES .IT MUST HAVE
ADEQUATE VOLUME VOLUME SHALL BE NOT LESS THAN 50 CUBIC FEET
PER 1000 BRITISH THERMAL UNITS PER HOUR (BTU/H) (4.83 M3/KW).
TOTAL INPUT; ALL DOORS CLOSED). SCREENS SHALL BE NOT LESS
THAN 1/4 OF AN INCH (6.4 MM) MESH. [NFPA 54:9.3.7.2] PER 2022 CMC,
Section 701.
13.IF FURNACE OR WATER HEATER IS IN CRAWL SPACE THE APPLIANCE
SHALL BE ON A NON-COMBUSTABLE FLOORING OR SLAB FOR
MOUNTING OR ANCHORAGE W/ A MIN. 3 ” ABOVE GRADE AND LOCATED
NO MORE THAN 20 ’ FROM ACCESS OPENING. EQUIPMENT SUPPORTED
FROM ABOVE MUST HAVE 6 ” CLEAR ABOVE FINISH GRADE.
14.PROVIDE UNOBSTRUCTED PASSAGE WAY W/ SOLID FLOORING MIN.
24” WIDE BTWN ACCESS OPENING AND EQUIPMENT AND A 30 ” X 30”
PLATFORM ON SERVICE SIDE OF THE EQUIPMENT UNLESS THE
EQUIPMENT CAN BE SERVICED FROM THE ACCESS ENTRANCE.
15.HVAC SYSTEM DESIGN AND SIZING SHALL MEET CALGREEN SECTION
4.507.2 REQUIREMENTS. HEATING AND AIR CONDITIONING SYSTEMS
SHALL BE SIZED, DESIGNED, AND EQUIPMENT SELECTED USING THE
FOLLOWING METHODS:
a.THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO
ANSI/ACCA 2 MANUAL J –
(RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER
EQUIVALENT DESIGN SOFTWARE OR METHODS.
b.DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D –
2014 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER
EQUIVALENT DESIGN SOFTWARE OR METHODS.
c.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 SYSTEMS
FUNCTIONS ARE ACCEPTABLE.
MECHANICAL NOTES (MN):
1.THE CONTRACTOR SHALL, IN WRITING, CALL TO THE ATTENTION OF THE
DESIGNER ANY DISCREPANCIES BETWEEN SPECIFICATIONS, PLANS,
DETAILS OR SCHEDULES. THE DESIGNER WILL THEN INFORM THE
CONTRACTOR, IN WRITING, WHICH DOCUMENT TAKES PRECEDENCE.
2.FAILURE TO REPORT A CONFLICT IN THE CONTRACT DOCUMENTS
SHALL BE DEEMED EVIDENCE THAT THE CONTRACTOR HAS ELECTED TO
PROCEED IN THE MORE EXPENSIVE MANNER.
3.THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE
FOR ALL CONDITIONS AND DIMENSIONS OF THE PROJECT AND SHALL
NOTIFY THE DESIGNER ABOUT CONDITIONS REQUIRING MODIFICATION
BEFORE PROCEEDING WITH WORK.
4.DIMENSIONS:
a.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL
DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO CROSS CHECK
DETAILS AND DIMENSIONS SHOWN ON THE OVERALL DRAWINGS WITH
RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, AND
ELECTRICAL PLANS
b.USE DIMENSIONS SHOWN RATHER THAN SCALING DRAWINGS.
c.ALL DIMENSIONS SHOWN ARE F.O.S. (FACE OF STUD) UNLESS
CENTERLINE IS SHOWN.
d.ALL DIMENSIONS ARE TO THE ROUGH UNLESS OTHERWISE SHOWN.
e.CEILING HEIGHT DIMENSIONS ARE FROM FINISHED FLOOR TO FINISH
FACE OF CEILING.
f.ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE
PROCEEDING WITH THE WORK.
5.PRIOR TO THE START OF CONSTRUCTION, PROPERTY LINES MUST BE
SURVEYED. PRIOR TO FOUNDATION INSPECTION, SETBACK STAKES MUST
BE ESTABLISHED BY A LICENSED LAND SURVEYOR OR CIVIL ENGINEER TO
ENSURE THAT NEW CONSTRUCTION IS LOCATED IN ACCORDANCE WITH
THE APPROVED PLANS.
6.PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING AND
FRAMING NOT NECESSARILY LIMITED TO THE INSTALLATION OF LIGHT
FIXTURES, FIRE EXTINGUISHERS, TOILET ACCESSORIES, BRACKETS,
HANDICAP EQUIPMENT, AND TOILET PARTITIONS.
7.ALL DOORS NOT LOCATED BY DIMENSION ON PLAN OR DETAIL SHALL BE
5” FROM FACE OF STUD TO FACE OF NEAREST DOOR BUCK OR CENTERED
ON ROOM.
8.DOOR SIZES INDICATED ON THE DRAWINGS ARE OPENING DIMENSIONS;
ALLOWANCES FOR THRESHOLDS, ETC. SHALL BE TAKEN FOR NET DOOR
SIZES.
9.DETAILS MARKED TYPICAL (TYP.) SHALL APPLY IN ALL CASES UNLESS
SPECIFICALLY INDICATED OTHERWISE.
10.WHERE NO SPECIFIC DETAIL IS SHOWN THE FRAMING OR
CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR
LIKE CASES OF CONSTRUCTION ON THIS PROJECT.
11.THE CONTRACT DOCUMENTS INCLUDE THE OWNER / CONTRACTOR
CONTRACT, THE PROJECT MANUAL, DESIGN SPECIFICATIONS, APPROVED
SHOP DRAWINGS, THESE DRAWINGS, AND ANY DRAWINGS PROVIDED BY
INTERIOR DESIGNERS ASSOCIATED WITH THE PROJECT.
12.TEMPORARY NUMBERS MUST BE INSTALLED DURING CONSTRUCTION.
13.SKYLIGHT MANUF. TO BE “VELUX”
14.EACH EMERGENCY ESCAPE WINDOW ON THE FLOOR PLAN SHALL BE
LABELED. EMERGENCY ESCAPE WINDOWS SHALL HAVE A MINIMUM NET
CLEAR OPENING OF 5.7 SF. THE NET CLEAR OPEN HEIGHT SHALL BE 24 ”
AND WIDTH SHALL BE 20 ” DURING NORMAL OPERATION OF THE OPENING.
THE EMERGENCY ESCAPE OPENING SHALL HAVE THE BOTTOM OF THE
CLEAR OPENING NO HIGHER THAN 44 ” ABOVE THE FLOOR.
15.TEMPERED SAFETY GLAZING IS REQUIRED AT HAZARDOUS LOCATIONS.
TEMPERED GLAZING IS REQUIRED:
a.IN BOTH PANES OF FRENCH DOORS,
b.ADJACENT TO DOORS WHERE WINDOW IS W/IN 24 ” ARC OF EITHER
VERTICAL EDGE OF A DOOR IN A CLOSED POSITION AND LESS THAN 60 ”
ABOVE A WALKING SURFACE. MEASUREMENTS ARE FROM THE NEAREST
EXPOSED EDGE OF GLASS. (SEE EXCEPTIONS)
c.IN SHOWERS AND BATHTUBS ENCLOSURES INCLUDING WINDOWS IF
BOTTOM IS LESS THAN 60 ” ABV. STANDING SURFACE.
d.ADJACENT TO STAIRS, LANDINGS AND RAMPS WITHIN 36 ”
HORIZONTALLY OF A WALKING SURFACE, IF WITHIN 36 ” ABOVE THE PLANE
OF THE WALKING SURFACE. C R C §R 308 (ALL MEASUREMENTS ARE TO
NEAREST EXPOSED EDGE OF GLASS)
e.ALL EXTERIOR GLAZING PANES ARE REQUIRED TO BE TEMPERED WHEN
STRUCTURE IS SUBJECT TO W.U.I. GUIDELINES.
16.OPERABLE WINDOWS ON UPPER FLOORS MUST BE AT LEAST 36 ’’ FROM
THE FLOOR WALKING SURFACE. OTHERWISE PROVIDE FALL PROTECTION
FOR THE WINDOWS PER CRC R312.1. THE INTERMEDIATE RAILING TO BE
SPACED SUCH THAT A 4 ’’ DIAMETER SPHERE CANNOT PASS THROUGH.
17.ADDITION: VENT ATTICS AND ENCLOSED RAFTER SPACES W/ 1/150 OF
AREA AT EAVES – PROVIDE AT LEAST 1” AIRSPACE BETWEEN INSULATION
AND PLYWD. SHEATHING OR VENT SPACE W/ 1/300 OF ATTIC SPACE W/ AT
LEAST 40% BUT NOT MORE THAN 50% OF REQUIRED VENTILATION AREA
PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE
ATTIC OR RAFTER SPACE AND NOT MORE THAN 3 ’ BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE.
18. EXISTING ATTIC VENTS: VENT ALL ATTICS AND ENCLOSED RAFTER
SPACES W/ 1/150 OF AREA AT EAVES – PROVIDE AT LEAST 1” AIRSPACE
BETWEEN INSULATION AND PLYWD. SHEATHING OR VENT SPACE W/ 1/300
OF ATTIC SPACE W/ AT LEAST 40% BUT NOT MORE THAN 50% OF REQUIRED
VENTILATION AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER
PORTION OF THE ATTIC OR RAFTER SPACE AND NOT MORE THAN 3 ’ BELOW
THE RIDGE OR HIGHEST POINT OF THE SPACE.
19. VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE
SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS
ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND
UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH
NON-CORROSIVE METAL WIRE MESH WITH OPENINGS A MINIMUM OF 1/16 ”
(1.6 MM) AND NOT EXCEED 1/8 ”
20.PROVIDE ATTIC AND UNDER-STORY ACCESS LARGE ENOUGH TO
REPLACE / REMOVE EQUIPMENT BUT NOT LESS THAN 22 ” X 30” WITH 30”
HEADROOM W/ WEATHER STRIPS TO PREVENT BACK DRAFT.
21.ALL STAIRWAYS SHALL HAVE A 36” MIN. WIDTH AND 36 ” MIN. LANDING OR
FLOOR AT THE TOP AND BOTTOM. ALSO A MAX. RISE OF 7 ¾” / MIN. RUN OF
10” MEASURED FROM THE NOSING (11 ” WHERE NO NOSING). STAIRS SHALL
HAVE HANDRAILS ON EA. SIDE WITH A MIN. HEIGHT OF 34 ” AND A MAX. OF
38” WITH A GRASPABLE DIAMETER OF 1.25 ” MIN. AND 2” MAX.
1.PROVIDE A NON-REMOVABLE BACKFLOW PREVENTION DEVICE ON
ALL EXTERIOR HOSE BIBS, AND LAWN SPRINKLER / IRRIGATION
SYSTEMS.
2.INSTALL A SEISMIC SHUT-OFF VALVE AT GAS METER IF NONE EXIST.
3.USE COPPER PIPE ONLY FOR WATER SUPPLY PIPES. IN 1 AND 2-
STORY BUILDINGS USE CAST IRON FOR WASTE LINE VERTICAL DROPS
AND BTWN FLOORS OVER LIVING SPACE TO REDUCE SOUND AND ABS
PLASTIC FOR VENTS. PLASTIC PIPING IS NOT ALLOWED IN 3 OR MORE
STORY BLDG.
4.THE MINIMUM SLOPE FOR SANITARY LINES IS ¼” / FT
5.EA. PLUMBING VENT SHALL TERMINATE NOT LESS THAN 10 ’ FROM, OR
AT LEAST 3’ ABOVE ANY OPERABLE WINDOW, DOOR, OPENING, OR AIR
INTAKE. COMBINE PLUMBING VENTS AND TERMINATE ON THE NORTH
FACING ROOF PLANE WHERE POSSIBLE TO AVOID IMPACT ON FUTURE
SOLAR PANEL INSTALLATIONS. LOOP VENTS TO CONFORM TO CPC
Section 909.1
6.PROVIDE ACCESS TO ALL PLUMBING CLEAN-OUTS INCLUDING THOSE
UNDER FLOORS.
7.WATER HEATER IS TO HAVE A PRESSURE RELIEF VALVE AND DRAIN
PIPE SLOPING DOWNWARD TO THE EXTERIOR OF THE BUILDING W/
TERMINATION DOWNWARD. CONDENSATE DRAIN LINE TERMINATION
FOR TANKLESS WATER HEATERS AND HVAC EQUIPMENT SHALL
COMPLY WITH CPC SECTION 814.1 REQUIREMENTS.
8.ANY NEW WATER HEATER MUST COMPLY WITH THE REQUIRED “FIRST
HOUR RATING ” FOR THIS PROJECT PER CPC 501.0 AND TABLE 5-1.
9.FOR A WATER HEATER LOCATED IN AN ATTIC OR SPACE WHERE
DAMAGE MIGHT RESULT FROM A LEAKING WATER HEATER, A
WATERTIGHT PAN OF CORROSION RESISTANT MATERIAL SHALL BE
INSTALLED BENEATH THE WATER HEATER W/ A MIN. ¾” DIAM. DRAIN TO
AN APPROVED LOCATION.
10.WHERE A BACKFLOW PREVENTION DEVICES ARE INSTALLED, AN
APPROVED EXPANSION TANK SHALL BE INSTALLED AT THE WATER
HEATER.
11.APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE,
REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT
CONSTRUCTION. A 30” X 30” PLATFORM OR S.O.G. SHALL BE PROVIDED
IN FRONT OF THE APPLIANCE.
12.INSTALL APPROVED AIR GAP FITTING AT DISHWASHER TO WASTE
CONNECTION PER CPC SEC. 807.3.
13.WATER CLOSET AND BIDETS MUST HAVE A MIN. OF 15 ” FROM CENTER
CLEAR ON EA. SIDE AND 24 ” CLEAR IN FRONT.
14.ALL NEW AND EXISTING PLUMBING FIXTURES SHALL COMPLY TO
ADOPTED CODE FOR WATER CONSERVATION REQMTS.
a.TOILETS / WATER CLOSETS TO USE NO MORE THAN 1.28 GALLONS
PER FLUSH
b.URINALS MAY US NO MORE THAN 0.5 GALLONS PER FLUSH
c.THE MAX, FLOW RATE FOR A SHOWER HEAD IS 1.8 GALLONS PER
MINUTE AT 80 PSI
d.INTERIOR FAUCETS MAY NOT EXCEED SPECIFIED FLOW RATES
e.RESIDENTIAL LAVATORY FAUCETS MUST NOT EXCEED 1.2 GALLONS
PER MINUTE AT 20 PSI
f.THE MIN. FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS IS 0.8
GALLONS PER MINUTE AT 20PSI
15.PROVIDE SHOWERS, TUB AND TUB-SHOWER COMBINATIONS WITH
INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE
THERMOSTATIC MIXING VALVE TYPE INSTALLED AND ADJUSTED PER
MANUF. INSTRUCTIONS TO DELIVER A MAX. OF 120 DEG. F.
16.SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024
SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER
CIRCLE. ANY DOORS SHALL SWING OUT OF THE ENCLOSURE HAVE A
CLEAR OPENING OF 22 INCHES MINIMUM. SHOWER SHALL HAVE A
WATER DAM W/ 2 ” MIN. AND 9” MAX. ABOVE THE HIGH POINT OF THE
SHOWER DRAIN. THE FINISH FLOOR OF THE SHOWER SHALL HAVE A
MIN. ¼” AND MAX. ½” PER FT. PITCH TO DRAIN. WATERPROOF
MEMBRANE TO EXTEND 3 ” MIN. ABOVE THE TOP OF THE DAM AT BACK
AND SIDES. CONTROL VALVES LOCATED TO BE ADJUSTABLE PRIOR TO
ENTERING THE SHOWER.
17.ALL GLASS BATH AND SHOWER ENCLOSURES AND DOORS SHALL BE
TEMPERED AND MAINTAIN NO LESS THAN 22 ” CLEAR OPENING
18.FIXED PANELS OF TEMPERED GLASS SHOWER ENCLOSURES MUST
BE ATTACHED TO THE FRAMING W/ CLIPS, TRACKS OR CHANNELS ON AT
LEAST TWO SIDES.
19.CEMENTITIOUS TILE BRD. TO BE USED UNDER TUB AND IN SHOWER
ENCLOSURES UNDER SMOOTH, HARD, NON-ABSORBENT TILE TO A
HEIGHT OF 72 “ MIN. ABOVE DRAIN INLET.
20.GAS LINE SIZING SHALL BE BASED ON CPC SECTION 1216
16.ATTIC FURNACE INSTALLATION SHALL COMPLY WITH MINIMUM
CLEARANCES PER CMC SECTION 904.2 AND ALL INSTALLATION
REQUIREMENTS PER CMC SECTION 904.10.
17.JOINTS OF DUCTWORK SHALL BE MADE AIRTIGHT BY MEANS OF
TAPE, MASTIC OR GASKETS. ALL JOINTS SHALL BE MECHANICALLY
FASTENED. ALL DUCTS SHALL BE SUPPORTED PER MANUFACTURER
INSTRUCTIONS. ALL DUCTS AND JOINTS SHALL BE SEALED AND
INSULATED TO A MIN. R4.2
18.CLOSURE SYSTEMS FOR RIGID AIR DUCTS AND PLENUMS SHALL BE
LISTED IN ACCORDANCE WITH UL 181A, FOR FLEXIBLE AIR DUCT
SYSTEM, CLOSURE SYSTEMS SHALL BE LISTED UL181B.
19.THE LOCATION OF DUCTS INSTALLED IN CRAWL SPACES SHALL NOT
OBSTRUCT ACCESS TO THE ANY AREA OF THE CRAWL SPACE. WHERE
ACCESS IS REQUIRED UNDER DUCTS THERE MUST BE 18 ” CLEAR.
FACTORY MADE DUCTS SHALL BE INSTALLED 4 ” CLEAR OF EARTH.
20.FOR APPLIANCES WITH VENTING SYSTEMS OTHER THAN DIRECT
VENTING, TERMINATIONS SHALL BE NOT LESS THAN 4 ’ BELOW OR 4 ’
HORIZONTALLY FROM, AND NOT LESS THAN 1 ’ ABOVE A DOOR, AN
OPERABLE WINDOW OR A GRAVITY AIR INLET INTO A BUILDING. THE
BOTTOM OF THE VENT TERMINAL SHALL BE AT LEAST 12 ” ABOVE GRADE.
21.PROVIDE MIN. ¾″ CONDENSATE DRAIN LINE TO APPROVED LOCATION
FROM COOLING EQUIPMENT OR COOLING COILS. FOR UNITS INSTALLED
IN ATTIC OR FURRED SPACE, PROVIDE SECONDARY DRAIN PAN AND
MIN. ¾″ DRAIN LINE OR PROVIDE A STANDING OVERFLOW AND
SEPARATE SECONDARY MIN. ¾″ DRAIN LINE FOR THE PRIMARY DRAIN
PAN. ROUTE THE SECONDARY DRAIN DISCHARGE TO AN APPROVED
LOCATION THAT CAN BE READILY OBSERVED.
22.PRIMARY RESIDENCE:
g.WATER HEATER FLUE SHALL EXTEND AT LEAST 3 ’ ABOVE THE
HIGHEST POINT WHERE IT PASSES THROUGH THE ROOF AND AT LEAST
2’ HIGHER THAN ANY PORTION OF A BUILDING WITHIN A HORIZ.
DISTANCE OF 10’
h.SIZE, INSTALL AND BALANCE THE HVAC / HEATING SYSTEM TO
PROVIDE ADEQUATE AIR VOLUMES, REDUCED AIR FLOW NOISE AND
PROPER TEMPERATURES IN EACH ROOM
i.INSTALL MANUALLY ADJUSTABLE BAFFLES IN EACH SUPPLY DUCT
FOR FUTURE BALANCING REQUIREMENTS.
23.PER THE CEC, ALL NEW LOW-RISE RESIDENTIAL BUILDINGS OR
ADDITIONS OF 1000 SF OR GREATER ARE REQUIRED TO HAVE A WHOLE-
BUILDING MECHANICAL VENTILATION SYSTEM. EXHAUST-ONLY
VENTILATION REQUIREMENTS (ASHRAE 62.2):
THE FOLLOWING IS A CHECKLIST OF THE MINIMUM BEST PRACTICES
GUIDE FOR WHOLE-BUILDING VENTING AND LOCAL VENTILATION
EXHAUST. THE VENTING SOLUTIONS MUST CONFORM TO THESE
PRACTICES IN ORDER TO COMPLY WITH ASHRAE 62.2
GENERAL REQUIREMENTS:
·DESIGN REQUIREMENTS SHOWN ON BUILDING DESIGN DRAWINGS
·COMPLIANCE WITH THE VENTILATION AIRFLOW REQUIREMENTS
DEMONSTRATED BY:
-PRESCRIPTIVE VENTILATION SYSTEM INSPECTION. VISUALLY
INSPECTING PRESCRIPTIVE DUCT SIZING AND FAN RATINGS
OR
-PERFORMANCE VENTILATION SYSTEM TESTING. TESTING TO
CONFIRM THE DELIVERY OF THE MINIMUM VENTILATION AIRFLOW
·COMPLETE, SIGN AND MAKE AN INSTALLATION CERTIFICATE (CF-6R-
MECH-05) AVAILABLE AT THE SITE
WHOLE-BUILDING VENTILATION:
·WHOLE-BUILDING EXHAUST VENTILATION SYSTEM MEETS THE
REQUIRED WHOLE-BUILDING VENTILATION AIRFLOW, WHICH IS CFM
WHOLE-BUILDING VENTILATION REQUIREMENT CALCULATIONS
EQUATION 4.1A (FROM ASHRAE 62.2):
QFAN = 0.01 X AFLOOR + 7.5 X (NBR + 1)
WHERE:
AFLOOR = CONDITIONED FLOOR AREA, FT²
NBR = NUMBER OF BEDROOMS; NOT TO BE LESS THAN ONE
QFAN = VENT. AIRFLOW REQUIREMENT = MIN. FAN AIRFLOW RATING,
(CFM)
PLUMBING NOTES (PN):
GENERAL NOTES (GN):
9. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN
DWELLING UNITS AND IN SLEEPING
UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN
DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE
ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON
EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315)
10. 9. 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.
REV DATE REMARKS
EXISTING HOUSE
W RAYMAR ST.
(E) DRIVEWAY
(E) CONCRETE PAD
APN: 01002423
NO: 1517
WATER
METER
4" / 1'-0"
4" / 1'-0"4" / 1'-0"
4" / 1'-0"4" / 1'-0"
4"
/
1
'
-
0
"
4"
/
1
'
-
0
"
4" / 1'-0"4" / 1'-0"
LAWN
(E) GATE
(E) GATE
(E) ELECTRICAL PANEL
(E) GAS METER
(E) STORAGE
4"
/
1
'
-
0
"
4"
/
1
'
-
0
"
4" / 1'-0"
4" / 1'-0"
(E)
BLOCK
FENCE
(E)
BLOCK
FENCE
(E) BLOCK FENCE
(E) GATE
P.L. 60.40 '
P.
L
.
10
2
'
P.
L
.
10
2
'
P.L. 60.40 '
REPLACE SHINGLE ROOFING,
SEE SPEC. ON SHEET A1.0
ASPHALT SHINGLE
CLASS A ESR 1475
TWO LAYERS OF UNDERLAYMENT
INSTALLED PER CRC TBL. R905.1.1(2)
NEW (2) LAYERS OF 15# FELT LAID WITH 19" OVERLAP OF WATERPROOFING UNDERLAYMENT
FIRST AND SUCCEEDING
COURSES OF UNDERLAY TO
BE 36" WIDE AND LAPPED 19"2-PLY UNDERLAYMENT
TYPE 15 FELT
SEALING STRIP APPROVED SELF-SEALING SHINGLES
OR INTERLOCKING SHINGLES
18"
36"17"
19"
DATE:
P.M.:
DRAWN BY:
JOB NO.:
26081 Merit Cir, STE 111
Laguna Hills, CA 92653
909-257-7040 WWW.BNDESIGNBUILDINC.COM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN
DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK
EXCEPT BY AGREEMENT WITH BN DESIGN BUILD.
D ES I GNBUILDCNI
6/
1
2
/
2
0
2
5
7
:
0
6
:
5
1
P
M
A1.0
B.N.
F.M.
SITE PLAN
06.10.2025
202500149
1517 W RAYMAR
ST, SANTA ANA,
CA 92703
SINGLE
FAMILY HOME
SITE KEYNOTES
1 EXISTING CONCRETE PAD
2 WATER METER
3 EXISTING ELECTRICAL PANEL
4 PROPERTY LINE
5 EXISTING BLOCK FENCE
6 EXISTING DRIVEWAY
7 EXISTING GATE
8 EXISTING GAS METER
0 2'-8"5'-4"10'-8"
SCALE: 3/16" = 1'-0"
REV DATE REMARKS
SITE GENERAL NOTES
1. PLEASE CLEARLY INDICATE ON PLAN ALL OF THE MATERIALS, SYSTEMS, COMPONENTS AND
WORK REQUIRED TO HAVE SPECIAL INSPECTION.
2. SPECIFY TYPE AND EXTENT OF EACH SPECIAL INSPECTION AND TESTING THAT IS
APPLICABLE TO THE PROJECT. FOR EACH TYPE OF SPECIAL INSPECTION, PLEASE ITEMIZE
THE INSPECTION TASKS AND IDENTIFY WHETHER IT WILL BE CONTINUOUS OR PERIODIC
SPECIAL INSPECTION.
3. SPECIFY ADDITIONAL SPECIAL INSPECTION REQUIREMENTS IF REQUIRED PER SECTION
1705.10 AND 1705.11
4. FASTENERS FOR WOOD SHINGLES SHALL BE CORROSION RESISTANT WITH A MINIMUM
PENETRATION OF 3/4 INCH (19.1 MM) INTO THE SHEATHING. FOR SHEATHING LESS THAN 1/2
INCH (12.7 MM) IN THICKNESS, THE FASTENERS SHALL EXTEND THROUGH THE SHEATHING.
EACH SHINGLE SHALL BE ATTACHED WITH A MINIMUM OF TWO FASTENERS.THE FASTENERS
FOR THE ROOFING SHALL BE CORROSION RESISTANT PER CRC R905.2.5.
5. ALL EXTERIOR DIMENSIONS ARE FROM FACE OF FINISH.
6. CONTRACTORS TO VERIFY ALL (E) DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION.
7. CARE SHALL BE TAKEN TO ELIMINATE DAMAGE TO (E) MATERIALS AND SURFACES DURING
CONSTRUCTION. ANY DAMAGES TO EXISTING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED AT NO ADDITIONAL COST.
8. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT,
MOISTURE, EQUIPMENT MAINTENANCE & WIND. CELLULAR FOAL INSULATION SHALL BE
PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT &
PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE
MATERIAL.
3/16" = 1'-0"1 SITE PLAN
RE
F
.
N
O
R
T
H
1
2
3
4
5
5
5
6
6
7
7
7
8
12" = 1'-0"2 UNDERLAYMENT
EX. WALL TO REMAIN
EX. WALL TO BE REMOVED
AREA NOT IN
CONTRACT (N.I.C.)
EX. DOOR TO REMAIN
1
2
3
INTERIOR WALL
1 HOUR FIRE
RATED WALL
EXTERIOR WALL
FLOOR
CEILING
ROOF
2
B
3
C
1
A
TYPICAL, FIRE RATED WALL
2X4 WOOD STUDS @ 16" O.C. w/ 5/8"
TYPE 'X' GYP. ONE. SIDE W/ SOUND
INSULATION
INTERIOR WALL
2X4 WOOD STUDS @ 16" O.C. w/ 1/2"
BD. EA. SIDE w/ SOUND INSULATION
EXTERIOR WALL
1/2" GYP. BD. 2X4 WOOD STUDS @ 16" O.C.
INSULATION R -15 w/ 5/8" PLYWOOD, 2 LAYERS
BUILDING PAPER, METAL LATH, 7/8" STUCCO
(E) GARAGE
N.I.C
(E) BATH
(E) KITCHEN
NOTE :
-COMBINATION SMOKE & CO ALARMS
SMOKE ALARM SHALL BE INTERCONNECTED
HARDWIRED WITH BATTERY BACKUP AND
SHALL BE INSTALLED IN ACCORDANCE WITH NFPA
72. CARBON MONOXIDE ALARM BE
INTERCONNECTED HARWARD WITH BATTERY
BACKUP.
-SMOKE ALARM SHALL BE INSTALLED NOT LESS
THAN 3FT HORIZONTALLY FROM THE DOOR OF
THE
BATHROOM PER 2022 CRC, SECTION R314.3.
-SMOKE ALARMS SHALL BE INSTALLED A MINIMUM
OF 20FT HORIZONTAL DISTANCE FROM A
PERMANENTLY INSTALLED COOKING APPLIANCE
OR PLEASE SHOW THAT IONIZATION OR
PHOTOELECTRIC SMOKE ALARMS SHALL BE
PROVIDED IN ACCORDANCE WITH 2022 CRC,
SECTION R314.3.3 ITEM 4 EXCEPTION.
(E) BEDROOM #2
(E) CL.
(E) BEDROOM #1
(E) BEDROOM #3
N.I.C
N.I.C N.I.C
N.I.C
REF.
(E) LIVING ROOM
ENTRY
SD SD
SD
S/C
SINK
(E) CL.
(E) CL.
(E) BATH
(E) BATH
1'-10"
2'
-
6
"
(E) ATTIC
ACCESS
(E)
LINEN
(E)
ELECTRICAL
PANEL
AREA OF WORK
(E) GAS METER
1'-10"
2'
-
6
"
(E) ATTIC
ACCESS
(E) STORAGE
(E) GATE
(E) GATE
(E) DRIVEWAY
(E) CONCRETE PAD
(E) BLOCK FENCE
(E) BLOCK FENCE
P.
L
.
10
2
'
P.
L
.
10
2
'
(E) BATH
(E)
FURNACE
(E)
TANK
W.H.
1.90
1.5
1.51.5
1.2
1.8
1.8
(E) MASTER BEDROOM
1.5
1.5
1.15
1.297
NO
N
-
L
O
A
D
B
E
A
R
I
N
G
W
A
L
L
NON-LOAD
BEARING WALL
1.297
1.297
NON-LOAD BEARING WALL
1.297
ADDING CEILING DRYWALL
UNDER THE EXISTING
EXPOSED RAFTERS/ R-30
INSULATION
1.80
1.80
1.80
1.8
1.40
1.40
1.40
1.98
DATE:
P.M.:
DRAWN BY:
JOB NO.:
26081 Merit Cir, STE 111
Laguna Hills, CA 92653
909-257-7040 WWW.BNDESIGNBUILDINC.COM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN
DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK
EXCEPT BY AGREEMENT WITH BN DESIGN BUILD.
D ES I GNBUILDCNI
6/
1
2
/
2
0
2
5
7
:
0
6
:
5
3
P
M
A2.0
B.N.
F.M.
EXISTING FLOOR
PLAN
06.10.2025
202500149
1517 W RAYMAR
ST, SANTA ANA,
CA 92703
SINGLE
FAMILY HOME
0 2'-0"4'-0"8'-0"
SCALE: 1/4" = 1'-0"
Key Value Keynote Text
1.2 ELECTRICAL CONTRACTOR SHALL SAFE-OFF ALL CIRCUITS
AFFECTED BY DEMOLITION TO SOURCE DISCONNECT AND
REMOVE EXISTING HOMERUN CONDUITS AND CONDUCTORS
FROM RECEPTACLES BACK TO ELECTRICAL PANELS, AS
REQUIRED IN PARTITIONS BEING DEMOLISHED
1.5 DEMO EXISTING NON-LOAD BEARING WALL, VERIFY IN FIELD
1.8 EXISTING WALL TO REMAIN
1.15 REMOVE EXISTING DOOR
1.40 EXISTING DOOR TO REMAIN
1.80 EXISTING WINDOWS TO REMAIN
1.90 REMOVE KITCHEN CABINETS
1.98 REPLACE EXISTING WINDOW, MATCH EXISTING, SEE WINDOW
SCHEDULE
1.297 REPLACE ALL FIXTURES BATHROOM
DEMO KEYNOTES
GENERAL NOTES
1- CONTRACTOR SHALL NOT SCALE , DRIVER OR REQUEST DIMENSIONS FROM THE STRUCTURAL
ENGINEER, PLUMBING ENGINEER,CIVIL ENGINEER OR ELECTRICAL ENGINEER... FOR ANY ITEMS ON THE
DOCUMENTS. ALL DIMENSIONS NEEDED WILLBE REQUESTED OF THE DESIGNER IN WRITING IN THE
FORM OF AN RFI.(FAILURE TO ADHERE TO THIS PROCESS WILLRESULT IN DENIAL OF CHANGE ORDERS )
2- GENERAL CONTRACTOR SHALL NOT EXCLUDE (ANY) PORTION OF WORK, OR RELATED WORK FOR
(ANY)PORTION OF THE WORK SHOWN OR REFERENCED ON THE DOCUMENTS.
A. ALL DIMENSIONS FOR THE PROJECT SHALL BE OBTAINED FROM THE DESIGNERURAL DRAWING,IN THE
EVENT THAT THEY ARE NOT PROVIDED THE GC SHALL ASK THE DESIGNER IN WRITING IN THE FORM OF
AN RFI.
B. IN THE EVENT OF ANITEM BEING UNCLEAR ON THE DRAWINGS DURING BIDDING,THE GC SHALL ASK(IN
A BID RFI)TO THE DESIGNER FOR THE INFO, THE GC SHALL ASK THIS INFO IN A TIMLY MANNER SO AS TO
GIVE THE DESIGNER TIME TO ANSWER AND DISTRIBUTETO ALL PARTIES. IN TEH EVENT THAT THE GC
FAILS TO CLARIFY THIS INFO DUE TO OVERLOOKING IT OR NOT RECEIVING AN ANSWER FORM
THEDESIGNER, GC SHALL IDENTIFY THE ITEM/S IN QUETION IN THEIR BID CLARIFICATIONS.
C. GC SHALL REVIEW ALL SUBCONTRACTOR SCOPE TO THE FULL-SET OF DOCUMENTS,IT IS GC
RESPONSIBILITY TO UNDERSTAND AND DISCUSS SUB-CONTRACTOR SCOPE ATTHE TIME OF BID TO THE
POINT THAT THEY FEEL COMFOR TABLE THAT THE DRAWING INTENT HAS BEEN SATISFIED. ANY
UNCLEAR ITEMS SHALL BE DISCUSSED WITH THE SUBCONTRACTOR TO CLARIFY THE NEED FOR A BID
RFI
3- ALL DIMENSIONS ARE TO STRUCTURE-FACE OF FINISHES OR STRUCTURE CONCRETE WALL.
4- GENERAL CONTRACTOR TO VERIFY ALL DOOR FRAME WIDTHS,COORDINATE WITH WALL TYPE
SCHEDULE FOR WALL THICKNESS REFER TO DOOR SCHEDULE.
5-PROVIDE OPENING FOR DOOR SIZE SCHEDULE, JAMBS ARE FLUSH AS SHOWN OR AS DIMENSIONED
GREEN CODE BUILDING
1. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MINIMUM FLOW RATES IN
TABLE 4.303.2/TABLE 9.403.2. (4.303.1
PLUMBING NOTES
1. PROVIDE A NON-REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE BIBS, AND
LAWN SPRINKLER / IRRIGATION SYSTEMS.
WALL LEGEND
REV DATE REMARKS
1/4" = 1'-0"1 EXISTING FLOOR PLAN
RE
F
.
N
O
R
T
H
(N)
FURNACE
(E) GARAGE
(E) MASTER BEDROOM
N.I.C
(E) BATH
(E)
KITCHEN
(E) BEDROOM #2
(E) CL.
(E) BEDROOM #1
(E) BEDROOM #3
N.I.C
N.I.C N.I.C
N.I.C
REF.
ENTRY
SD SD
SD
SINK
(E) CL.
(E) CL.
(E) BATH
(E) BATH
1'-10"
2'
-
6
"
(E) ATTIC
ACCESS
(E)
LINEN
(E)
ELECTRICAL
PANEL
(E) ATTIC
ACCESS
AREA OF WORK
1'-10"
2'
-
6
"
NOTE :
-COMBINATION SMOKE & CO ALARMS
SMOKE ALARM SHALL BE INTERCONNECTED
HARDWIRED WITH BATTERY BACKUP AND
SHALL BE INSTALLED IN ACCORDANCE WITH NFPA
72. CARBON MONOXIDE ALARM BE
INTERCONNECTED HARWARD WITH BATTERY
BACKUP.
-SMOKE ALARM SHALL BE INSTALLED NOT LESS
THAN 3FT HORIZONTALLY FROM THE DOOR OF THE
BATHROOM PER 2022 CRC, SECTION R314.3.
-SMOKE ALARMS SHALL BE INSTALLED A MINIMUM
OF 20FT HORIZONTAL DISTANCE FROM A
PERMANENTLY INSTALLED COOKING APPLIANCE OR
PLEASE SHOW THAT IONIZATION OR
PHOTOELECTRIC SMOKE ALARMS SHALL BE
PROVIDED IN ACCORDANCE WITH 2022 CRC,
SECTION R314.3.3 ITEM 4 EXCEPTION.
(E) GAS METER
(E) STORAGE
(E) GATE
(E) GATE
(E) DRIVEWAY
(E) CONCRETE PAD
(E) BLOCK FENCE
(E) BLOCK FENCE
P.
L
.
10
2
'
P.
L
.
10
2
'
4'-0"3'-6"
(N) ISLAND
4'
-
4
"
10
'
-
0
"
2'
-
0
"
3'-0"
2'-4"
3'
-
0
"
8'-0"5'
-
0
"
EQ
EQ
(N) WALK
IN CLOSET
3'-0"
4
1
/
2
"
2'
-
4
1
/
2
"
(N) BATH
4'
-
4
"
8'-11"2'-0"
(E)
TANK
W.H.
2'-10"
2'-8"
2'
-
8
"
(E) LIVING ROOM
2.98
8'
-
1
"
8'-0"
2.18
2.51
2.3
02
2.3
2.1
01
SAFETY GLAZING
2.56
2.18
2.18
2.18
S/C
2.98
P.L. 60.40'
NOTE:
CONTRACTOR TO VERIFY ALL
DIMENTIONS/DISTANCE IN THE FIELD.
01
02
3'-0"
2'
-
9
"
EX. WALL TO REMAIN
EX. WALL TO BE REMOVED
AREA NOT IN
CONTRACT (N.I.C.)
EX. DOOR TO REMAIN
1
2
3
INTERIOR WALL
1 HOUR FIRE
RATED WALL
EXTERIOR WALL
FLOOR
CEILING
ROOF
2
B
3
C
1
A
TYPICAL, FIRE RATED WALL
2X4 WOOD STUDS @ 16" O.C. w/ 5/8"
TYPE 'X' GYP. ONE. SIDE W/ SOUND
INSULATION
INTERIOR WALL
2X4 WOOD STUDS @ 16" O.C. w/ 1/2"
BD. EA. SIDE w/ SOUND INSULATION
EXTERIOR WALL
1/2" GYP. BD. 2X4 WOOD STUDS @ 16" O.C.
INSULATION R -15 w/ 5/8" PLYWOOD, 2 LAYERS
BUILDING PAPER, METAL LATH, 7/8" STUCCO
- 01-
POCKET DOOR
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
- 02-
SINGLE DOOR
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
CASEMENT WINDOW - 01 -
SAFETY
GLAZING
SE
E
S
C
H
E
D
U
L
E
VI
F
3'
-
0
"
SEE SCHEDULE
DATE:
P.M.:
DRAWN BY:
JOB NO.:
26081 Merit Cir, STE 111
Laguna Hills, CA 92653
909-257-7040 WWW.BNDESIGNBUILDINC.COM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN
DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK
EXCEPT BY AGREEMENT WITH BN DESIGN BUILD.
D ES I GNBUILDCNI
6/
1
2
/
2
0
2
5
7
:
0
6
:
5
7
P
M
A2.1
B.N.
S.R.
PROPOSED
FLOOR PLAN
06.10.2025
202500149
1517 W RAYMAR
ST, SANTA ANA,
CA 92703
SINGLE
FAMILY HOME
0 2'-0"4'-0"8'-0"
SCALE: 1/4" = 1'-0"
REV DATE REMARKS
1/4" = 1'-0"1 PROPOSED FLOOR PLAN
PROPOSED KEYNOTES
2.1 PROPOSED NEW WINDOWS
2.3 PROPOSED NEW WALL
2.18 BATHROOMS: ALL FIXTURES AND FINISHES AS SELECTED. TANK TYPE
PORCELAIN WATER CLOSET . ENAMEL LAVS. PROVIDE PLUMBING PER
CODE FOR ALL FIXTURES AND SEPARATE SHOWER. MIRROR OVER
LAVS AS SELECTED BY INTRIOR DESIGN CONSULTANT OR
CONTRACTOR.
2.51 PROPOSED NEW POCKET DOOR
2.56 PROPOSED NEW ISLAND
2.98 NEW CEILING DRYWALL UNDER EXISTING RAFTERS/R-30 INSULATION
DOOR SCHEDULEDOOR SCHEDULE
DOOR
NUMBER
NAME.
TYPE
DOOR DIMENSION DOOR MATERIAL & FINISH
FRAME MATERIAL &
FINISH
HARDWARE
HARDWARE
W H T MATERIAL FINISH
GLASS
FINISH MATERIAL FINISH EX
I
T
D
E
V
I
C
E
FI
R
E
-
R
A
T
E
D
01 3' - 0"6' - 8"1 3/4"WOOD FF FF
02 2' - 6"6' - 8"1 3/4"WOOD FF FF
CONTRACTOR TO VERIFY ALL SIZES IN THE FIELD PRIOR TO ORDERING DOORS.
GENERAL NOTES
1- CONTRACTOR SHALL NOT SCALE , DRIVER OR REQUEST DIMENSIONS FROM THE STRUCTURAL
ENGINEER, PLUMBING ENGINEER,CIVIL ENGINEER OR ELECTRICAL ENGINEER... FOR ANY ITEMS ON THE
DOCUMENTS. ALL DIMENSIONS NEEDED WILLBE REQUESTED OF THE DESIGNER IN WRITING IN THE
FORM OF AN RFI.(FAILURE TO ADHERE TO THIS PROCESS WILLRESULT IN DENIAL OF CHANGE ORDERS )
2- GENERAL CONTRACTOR SHALL NOT EXCLUDE (ANY) PORTION OF WORK, OR RELATED WORK FOR
(ANY)PORTION OF THE WORK SHOWN OR REFERENCED ON THE DOCUMENTS.
A. ALL DIMENSIONS FOR THE PROJECT SHALL BE OBTAINED FROM THE DESIGNERURAL DRAWING,IN THE
EVENT THAT THEY ARE NOT PROVIDED THE GC SHALL ASK THE DESIGNER IN WRITING IN THE FORM OF
AN RFI.
B. IN THE EVENT OF ANITEM BEING UNCLEAR ON THE DRAWINGS DURING BIDDING,THE GC SHALL ASK(IN
A BID RFI)TO THE DESIGNER FOR THE INFO, THE GC SHALL ASK THIS INFO IN A TIMLY MANNER SO AS TO
GIVE THE DESIGNER TIME TO ANSWER AND DISTRIBUTETO ALL PARTIES. IN TEH EVENT THAT THE GC
FAILS TO CLARIFY THIS INFO DUE TO OVERLOOKING IT OR NOT RECEIVING AN ANSWER FORM
THEDESIGNER, GC SHALL IDENTIFY THE ITEM/S IN QUETION IN THEIR BID CLARIFICATIONS.
C. GC SHALL REVIEW ALL SUBCONTRACTOR SCOPE TO THE FULL-SET OF DOCUMENTS,IT IS GC
RESPONSIBILITY TO UNDERSTAND AND DISCUSS SUB-CONTRACTOR SCOPE ATTHE TIME OF BID TO THE
POINT THAT THEY FEEL COMFOR TABLE THAT THE DRAWING INTENT HAS BEEN SATISFIED. ANY
UNCLEAR ITEMS SHALL BE DISCUSSED WITH THE SUBCONTRACTOR TO CLARIFY THE NEED FOR A BID
RFI
3- ALL DIMENSIONS ARE TO STRUCTURE-FACE OF FINISHES OR STRUCTURE CONCRETE WALL.
4- GENERAL CONTRACTOR TO VERIFY ALL DOOR FRAME WIDTHS,COORDINATE WITH WALL TYPE
SCHEDULE FOR WALL THICKNESS REFER TO DOOR SCHEDULE.
5-PROVIDE OPENING FOR DOOR SIZE SCHEDULE, JAMBS ARE FLUSH AS SHOWN OR AS DIMENSIONED
GREEN CODE BUILDING
1. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MINIMUM FLOW RATES IN
TABLE 4.303.2/TABLE 9.403.2. (4.303.1
PLUMBING NOTES
1. PROVIDE A NON-REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE BIBS, AND
LAWN SPRINKLER / IRRIGATION SYSTEMS.
WALL LEGEND
RE
F
.
N
O
R
T
H
DOOR TYPEDOOR TYPE
Window Schedule
Window Type Width Height Sill Height Finish Comments
01 2' - 0"4' - 0"3' - 0".U - FACTOR 0.3, SHGC 0.23
WINDOW SCHEDULEWINDOW SCHEDULE
WINDOW TYPEWINDOW TYPE
CONTRACTOR TO VERIFY ALL SIZES IN THE FIELD PRIOR TO ORDERING WINDOWS.
FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS
FOR VERIFICATION OF THE BUILDING INSPECTOR.” 110.6(A)(5)
NO WORK TO STRUCTURAL
1'
-
6
"
3'
-
8
"
4'
-
0
"
5'
-
0
"
6'
-
6
"
MI
N
.
7
'
-
6
"
FINISHED FLOOR
OUTLETS ABOVE THE FLOOR
LIGHT SWITCHES
OUTLETS ABOVE THE
COUNTERTOP
THERMOSTAT
ELECTRICAL PANEL
TO BE MOUNTED AT
HIGHEST POINT IN ROOMSD
SYMBOLS
SINGLE POLE SWITCH SCONCE FIXTURE: UP LIT - LED
D= DIMMER
V = MANUAL ON, AUTO OFF SCONCE: UP AND DOWN LIT - LED
WP = WATER PROOF
T = TIMER SWITCH
THREE-WAY DIMMER SWITCH FLUORESCENT FIXTURE
SINGLE OUTLET EXHAUST FAN w/100 CFM MIN.
FAN w/100 CFM MIN.
EXTERIOR LIGHT V = W/ MANUAL ON, AUTO OFF
H = W/ AUTO ON HUMIDISTAT SENSOR
DUPLEX OUTLET EXHAUST FAN w/50 CFM MIN.
WP = WATER PROOF V = MANUAL ON, AUTO OFF
GFCI = GROUND FAULT CIRCUIT INTER. H = W/ AUTO ON HUMIDISTAT SENSOR
AFCI = ARC FAULT CIRCUIT INTER.
USB
QUADROPOLE OUTLET SURFACE MOUNTED FIXTURES
M = MOTION SENSOR
P = MOTION SENSOR W/ PHOTO SENSE
E = HIGH EFFICIENCY
WALL MOUNTED LAMP LV = LOW VOLTAGE
MOTION SENSOR/PHOTOCELL.
SPEAKER
220V OUTLET RECESSED FIXTURE-LED
R = RANGE OUTLET
D = CLOTHES DRYER OUTLET
H = RADIANT HEATER H3 WALL MOUNTED FIXTURE - LED
SPECIAL-PURPOSE OUTLET HOME SECURITY PANEL
DW = DISHWASHER OUTLET
GD = GARBAGE DISPOSAL
S = STEAM SHOWER SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
CLOCK OUTLET SMOKE & CARBON MONOXIDE DETECTOR
EXIT LIGHT OUTLET HOSE BIB
DATA OUTLET 1.SWITCHES TO BE 42" ABV. FF UON
T = TELEPHONE 2. OUTLETS TO BE 15" ABV. FF UON
TV = TELEVISION 3. OUTLETS ABV. COUNTER TOPS TO BE
EN = ETHERNET 42" ADV. FF UON
M = MULTI (TELE./TV/EN)
J BOX COVE LIGHTING
CAMERA DIFFUSER
RECESSED LINEAR LIGHT VACANCY SENSOR
CL
.
C
SD
S
HB
3D
W
PP
-
S
S/C
R
(E) GARAGE
(E) MASTER BEDROOM
N.I.C
(E)
BATH
(E)
KITCHEN
(E) BEDROOM #2
(E) CL.
(E) BEDROOM #1
(E) BEDROOM #3
N.I.C
N.I.C N.I.C
N.I.C
REF.
ENTRY
SD SD
SD
SINK
(E) CL.
(E) CL.
(E) BATH
(E) BATH
(E) ATTIC
ACCESS
(E)
LINEN
(E)
ELECTRICAL
PANEL
(E) ATTIC
ACCESS
NOTE :
-COMBINATION SMOKE & CO ALARMS
SMOKE ALARM SHALL BE INTERCONNECTED
HARDWIRED WITH BATTERY BACKUP AND
SHALL BE INSTALLED IN ACCORDANCE WITH NFPA
72. CARBON MONOXIDE ALARM BE
INTERCONNECTED HARWARD WITH BATTERY
BACKUP.
-SMOKE ALARM SHALL BE INSTALLED NOT LESS
THAN 3FT HORIZONTALLY FROM THE DOOR OF THE
BATHROOM PER 2022 CRC, SECTION R314.3.
-SMOKE ALARMS SHALL BE INSTALLED A MINIMUM
OF 20FT HORIZONTAL DISTANCE FROM A
PERMANENTLY INSTALLED COOKING APPLIANCE OR
PLEASE SHOW THAT IONIZATION OR
PHOTOELECTRIC SMOKE ALARMS SHALL BE
PROVIDED IN ACCORDANCE WITH 2022 CRC,
SECTION R314.3.3 ITEM 4 EXCEPTION.
(E) GAS METER
(E) STORAGE
(E) GATE
(E) GATE
(E) DRIVEWAY
(E) CONCRETE PAD
P.
L
.
10
2
'
P.
L
.
10
2
'
(N) ISLAND
(N) WALK IN CLOSET
(N) BATH
(E)
TANK
W.H.
(E) LIVING ROOM
S/C
P.L. 60.40 '
GFCI
GFCI
GF
C
I
GF
C
I
GF
C
I
GF
C
I
GF
C
I
GF
C
I
GFCI
GFCI
GFCI
AF
C
I
KITCHEN
HOOD
GARBAGE
DISPOSAL
20A
+32"
+72"
+15"
20 AMP SMALL
APPLIANCE
GF
C
I +15"
+42"
+42"
20A
+42"+32"
+42"
+42"
+42"
+42"
N.I.C
VACANCY
SENSOR
VACANCY
SENSOR
VACANCY
SENSOR
3'
-
0
"
3'-0"
3'-0"
3'
-
0
"
3'-0"
EQEQ
WP
WP
WP
FAN
FAN
FAN
FAN
3D
3D
3D
NOTE :
SCREENS OR OTHER DEVICES THAT OBSTRUCT
THE FLOW OF THE EXHAUST DUCT SHALL NOT BE
USED AT CLOTHES DRYER EXHAUST DUCTS IN
ACCORDANCE WITH 2022 CMC, SECTION 504.4
NOTE:
ADD DOUBLE PROTECTION
OUTLET AFCI AND GFCI PER
SECTION 210.8A 910 AND
210.12 OF CEC 2022 FOR
LAUNDRY AND KITCHEN AREA.
NOTE :
PLUMBING INSPECTOR TO VERIFY IF GRIT TRAP
FROM PERFORATED PIPE REQUIRED PRIOR TO
SS TIE IN.
LICENSE PLUMBER TO INCREASE GAS LINE IF
REQUIRE VERIFIED FIELD CONDITIONS, BENDS,
LENGTH... IN FIELD
NOTE :
EVERY KITCHEN SHALL HAVE HOOD TO THE
OUTSIDE OF THE BUILDING W/ MIN. LESS
THAN 750 SF REQUIRES 85% CE OR 280 CFM .
6” DIAM. EQUIPPED WITH BACKDRAFT
DAMPER, THAT HAS A MAXIMUM SOUND
RATING OF 3-SONES AND THE REQUIREMENT
FOR HERS VERIFICATION.
NOTE :
WATER PIPING SHALL MEET THE INSULATION
REQUIREMENTS OF 2022 CALIFORNIA ENERGY
CODE, SECTION 150.0(J)2.A.
ALL DOMESTIC HOT WATER PIPING SHALL BE
INSULATED AS SPECIFIED IN SECTION 609.11 OF
THE CALIFORNIA PLUMBING CODE. IN ADDITION,
THE FOLLOWING PIPING CONDITIONS SHALL HAVE
A MINIMUM INSULATION WALL THICKNESS OF 1
INCH OR A MINIMUM INSULATION R-VALUE OF 7.7:
I. THE FIRST 5 FEET (1.5 METERS) OF COLD
WATER PIPES FROM THE STORAGE TANK.
II. ALL HOT WATER PIPING WITH A NOMINAL
DIAMETER EQUAL TO OR GREATER THAN 3/4 INCH
(19 MILLIMETER) AND LESS THAN 1 INCH.
III. ALL HOT WATER PIPING WITH A NOMINAL
DIAMETER LESS THAN 3/4 INCH THAT IS:
A. ASSOCIATED WITH A DOMESTIC HOT WATER
RECIRCULATION SYSTEM;
B. FROM THE HEATING SOURCE TO THE KITCHEN
FIXTURES;
C. FROM THE HEATING SOURCE TO A STORAGE
TANK OR BETWEEN STORAGE TANKS; OR
D. BURIED BELOW GRADE.
DELTA BREEZSLIM
70 CFM WITH HUMIDITY SENSOR
CFM EXHAUST BATH FAN, WHITE
NOTE :
LUMINAIRES TO BE CONTROLLED
BY EITHER DIMMERS OR
VACANCY SENSORS IN DINING
ROOM AND LIVING ROOM.
DELTA BREEZSLIM
70 CFM WITH HUMIDITY SENSOR
CFM EXHAUST BATH FAN, WHITE
DELTA BREEZSLIM
70 CFM WITH HUMIDITY SENSOR
CFM EXHAUST BATH FAN, WHITE
EQ
EQ
DATE:
P.M.:
DRAWN BY:
JOB NO.:
26081 Merit Cir, STE 111
Laguna Hills, CA 92653
909-257-7040 WWW.BNDESIGNBUILDINC.COM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN
DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK
EXCEPT BY AGREEMENT WITH BN DESIGN BUILD.
D ES I GNBUILDCNI
6/
1
2
/
2
0
2
5
7
:
0
6
:
5
9
P
M
A2.2
B.N.
S.R.
ELECTRICAL
PLAN
06.10.2025
202500149
1517 W RAYMAR
ST, SANTA ANA,
CA 92703
SINGLE
FAMILY HOME
REV DATE REMARKS
1. FRIDGE (20 AMP)
2. COOKTOP/RANGE (20 AMP, 120/240V)
3. RANGE HOOD (15-20 AMP)
4. COUNTERTOP RECEPTACLES
(2 CIRCUITS, 20 AMP)
5. KITCHEN LIGHTING (15-20 AMP)
6. EACH ROOM/HALLWAY SHALL HAVE SEPARATE CIRCUITS FOR LIGHTS AND
RECEPTACLES
(20 AMP)
7. WALL MOUNTED AIR CONDITIONERS
(20 AMP EACH)
8. BATHROOM RECEPTACLES AND LIGHTS
(20 AMP)
9. BATHROOM FAN (20 AMP)
10. DINING ROOM: SEPARATE (20 AMP) CIRCUIT FOR ENTERTAINMENT
CENTER
ELECTRICAL SYSTEM TO BE INSTALLED ELECTRICAL SYSTEM TO BE INSTALLED
WITH SEPARATE CIRCUITS FOR:WITH SEPARATE CIRCUITS FOR:
GENERAL ELECTRICAL NOTES:
1. THE PROJECT CONTACT AND/OR THEIR LICENSED CONTRACTOR SHALL CONFIRM THE LOCATION,
SIZE AND CAPACITY OF THE EXISTING ELECTRICAL SERVICE ON THE PROPERTY. THE PROPOSED
SERVICE CONNECTIONS FOR THE UNIT SHALL BE VERIFIED AND DETERMINED TO BE VIABLE
CONNECTION PATHS PRIOR TO COMMENCING WORK ON THE PROJECT. IF THE UTILITY LINE OR
CONNECTION IS MISSING, DISPLACED OR OTHERWISE INACCURATE, THE CONTRACTOR AND/OR
PROJECT CONTACT SHALL NOTIFY ALL PARTIES AND A REVISION TO THE PLANS SHALL BE MADE.
2. THE PROJECT CONTACT AND/OR THEIR LICENSED CONTRACTOR SHALL CONFIRM THE PROPOSED
UNIT ELECTRICAL SERVICE LINE'S CAPACITY TO SERVE ALL APPLIANCES AND ELECTRICAL FIXTURES
IN THE UNIT. IF THE PROPOSED ELECTRICAL CONNECTION LINE TO THE UNIT AND INSIDE THE UNIT
ARE MISSING, DISPLACED, INCORRECT CAPACITY OR OTHERWISE INNACURATE, THE CONTRACTOR
AND/OR PROJECT CONTACT SHALL NOTIFY ALL PARTIES AND A REVISION TO THE PLANS SHALL BE
MADE.
3. SUBFEED FROM EXISTING MAIN SERVICE TO PROPERTY: CONTRACTOR TO VERIFY AVAILABLE
CAPACITY FOR ADDITIONAL LOAD (FOR UNIT).
4. ELECTRICAL PANELBOARD SCHEDULE, CIRCUITS, WIRING DIAGRAM, POWER PLAN PERFORMED BY
LICENSED ELECTRICTIAN DURING CONSTRUCTION IN ACCORDANCE TO 2022 CALIFORNIA ELECTRICAL
CODE.
5. ELECTRICAL PANEL GROUNDING ACCORDING TO 2022 CALIFORNIA ELECTRICAL CODE.
6. ALL APPLIANCES AND ELECTRICAL FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND 2022 CALIFORNIA ELECTRICAL CODE.
7. UNLESS SPECIFIED IN THE SCHEDULE, AN APPLIANCE'S BRAND AND MODEL TBD DURING
CONSTRUCTION, PROVIDED IT MEETS 2022 CALIFORNIA ELECTRICAL CODE.
8. DURING CONSTRUCTION AND INSTALLATION OF THE ELECTRICAL SYSTEM ANY APPLIANCES LISTED
MAY BE REPLACED WITH AN EQUIVALENT MODEL AND BRAND PROVIDED THEY MEET 2022
CALIFORNIA ELECTRICAL CODE AND MEET OR EXCEED ALL APPLICABLE ENERGY STANDARDS IN THE
TITLE 24 REPORT FOR THE PROJECT.
9. ANNULAR SPACES AROUND ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT
EXTERIOR WALLS, FOUNDATION, FLOOR OR ROOFTOP SHALL BE PROTECTED AGAINST THE PASSAGE
OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR
SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.
1. BATHROOM REQUIRES A DEDICATED 20-AMP CIRCUIT FOR THE REQUIRED BATHROOM OUTLETS.
THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC.. (EXCEPTION: WHERE
THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME
BATHROOM SHALL BE PERMITTED TO BE SUPPLIED. )
2. ALL 120-VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT KITCHEN, DINING ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS,
HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT
INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
CEC 210.12
1. PROVIDE TAMPER RESISTANT RECEPTACLES, ARCH-FAULT AND GFCI AS REQUIRED BY
APPLICABLE CODES.
2. PROVIDE AFCI PROTECTION FOR ALL OUTLETS OR DEVICES IN A READILY ACCESSIBLE LOCATION
IN KITCHENS, FAMILY ROOMS, DINING, LIVING ROOMS, LIBRARIES DENS, LAUNDRY, OR SIMILAR
ROOMS AND AREAS.
3. TAMPER-RESISTANT RECEPTACLES ARE REQUIRED FOR RECEPTACLES THAT ARE 66" AND LESS
ABOVE THE FINISHED FLOOR, AND IN ANY OF THE FOLLOWING LOCATIONS: KITCHENS, FAMILY
ROOMS, DINING, LIVING ROOM, LIBRARIES DENS, BEDROOMS, RECREATION ROOMS, LAUNDRY, OR
SIMILAR ROOMS OR WALL SPACE. RECEPTACLES IN A DEDICATED SPACE FOR A REFRIGERATOR,
DISHWASHER, OR WASHER/DRYER ARE EXEMPT.
BRANCH CIRCUIT NOTES:BRANCH CIRCUIT NOTES:
RECEPTACLE NOTES:RECEPTACLE NOTES:
1. ALL EXTERIOR LUMINARIES TO BE HIGH EFFICACY AND SHALL MEET THE FOLLOWING
REQUIREMENTS, AS APPLICABLE PER CEC 150.0(K)(3):
A. CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE
AUTOMATIC
ACTIONS OF ITEMS B) OR C) BELOW; AND
B. CONTROLLED BY PHOTOCELL AND MOTION SENSOR. CONTROLS THAT OVERRIDE TO ON SHALL
NOT BE
ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6
HOURS; OR
C. CONTROLLED BY ONE OF THE FOLLOWING METHODS:
A. (1) PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL.
B. (2) ASTRONOMICAL TIME CLOCK.
C. (3) ENERGY MANAGEMENT CONTROL SYSTEM.
1. ALL RECESSED LUMINAIRES IN CEILINGS SHALL COMPLY WITH ALL OF THE FOLLOWING:
A. BE LISTED FOR 'ZERO CLEARANCE INSULATION CONTACT (IC)' BY UL (UNDERWRITERS
LABORATORIES) OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORIES;
B. HAVE A LABEL THAT THE LUMINAIRE IS AIRTIGHT;
C. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND
SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED
WITH A GASKET OR CAULK;
D. SHALL NOT CONTAIN SCREW BASE SOCKETS;
E. SHALL ONLY CONTAIN “HIGH EFFICACY” LIGHT SOURCES OR BE MARKED AS 'JA8-2022-E'
EXTERIOR LUMINAIRES:EXTERIOR LUMINAIRES:
RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS (T24):RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS (T24):
1. ALL LIGHTING SHALL BE HIGH EFFICACY. LAMPS DEEMED AUTOMATICALLY HIGH
EFFICACY NEED ONLY MANUAL ON/OFF SWITCH. IF THE LAMP IS NOT AUTOMATICALLY
HIGH EFFICACY, IT MUST BE JA8 CERTIFIED AND IS REQUIRED TO HAVE A MANUAL
ON/OFF SWITCH PLUS EITHER A VACANCY SENSOR OR DIMMER CONTROL.
2. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE
LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY
SENSOR. VACANCY SENSORS SHALL BE INSTALLED IN ALL OF THE ROOM TYPES
LISTED, IF APPLICABLE TO THE PROJECT.
3. ALL LIGHT MOUNTING ACCESSORIES SHALL BE PROVIDED ACCORDING TO LIGHTING
FIXTURE'S MANUFACTURER'S REQUIREMENTS.
4. IF NOT SPECIFIED IN THE SCHEDULE - LIGHT'S BRAND AND MODEL TBD DURING
CONSTRUCTION, PROVIDED IT MEETS 2022 CALIFORNIA ELECTRICAL CODE.
5. DURING CONSTRUCTION AND INSTALLATION OF THE ELECTRICAL SYSTEM ANY LIGHTS
LISTED CAN BE REPLACED WITH EQUIVALENT BRAND/MODEL PROVIDED THEY MEET 2022
CALIFORNIA ELECTRICAL CODE.
LIGHTING NOTES:LIGHTING NOTES:
1/4" = 1'-0"1 ELECTRICAL PLAN
RE
F
.
N
O
R
T
H