HomeMy WebLinkAbout15 Christina St # H & I - 2024 -18
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15 CHRISTINA
NEW ELECTRIC PANELS -
LESS THAN 200 AMPERES
40 GALLON HEATPUMP (2) NEW AC CONDENSERS
WITH 30"X30" WORK SPACE
12" OVERHANG
TYP.
1X15 GALLON POT
PER 5 LINEAR FEET
WITH DROUGHT
TOLERANT
SCREENING PLANT
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VERIFY LOCATION.
NEW ADU TO TIE INTO
EXISTING GAS METER.
UPGRADE LINE AS
NEEDED
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VICINITY MAP
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
SETBACKS:
FRONT:25'-0"
SIDES:10'-0"
REAR:10'-0"
LOS ANGELES COUNTY:
ARCADIACITY:
5781-005-016APN:
DISCHARGE OF POLLUTANTS NOTE
THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PPROHIBITED. NO
SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE
MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION
ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR
STORM DRAIN SYSTEM.
ABBREVIATIONS
HB HOSE BIBB
FG FIELD GAS SUPPLY OUTLET
TB TOWEL BAR
TH TOWEL HOOK
SHR SHAMPOO RECESS
SR SOAP RECESS
CAB BUILT-IN CABINETRY
HD HOOD
DW DISHWASHER
LAV LAVATORY / SINK
WC WATER CLOSET/ TOILET
TC TRASH COMPACTOR
DS DISH SINK
GD GARBAGE DISPOSER
OS VEGETABLE SINK
MC MEDICINE CABINET (TYPICAL)
TP TOILET PAPER HOLDER
TPM TOILET PAPER / MAGAZINE RACK
MW MICROWAVE
MIR MIRROR
TUB SOAKING TUB
WH WATER HEATER
FD FLOOR DRAIN
GB GREY BOX
GDO GARAGE DOOR OPENER
BCR BELOW COUNTER REFRIGERATOR
BS BAR SINK
ST "SOLA-TUBE" SKYLIGHT
SS SERVICE SINK
DV DRYER VENT
MCM MEDICINE CABINET BEHIND MIRROR
RO REVERSE OSMOSIS
RS RAIN SHOWER
S&P SHELF AND POLE IN CLOSET
TWH TANKLESS WATER HEATER
CT COOKTOP
DO/M DOUBLE OVEN W/ MICRO COMBO
DDV DOWN DRAFT VENT
DO DOUBLE OVEN
HW HAND WAND
RNG RANGE
LS LAZY SUSAN
SC SHOWER CONTROLS
AFF ABOVE FINISH FLOOR
T/R TRASH / RECYCLE CAB
(JACK SHAFT)
EXISTING CONCRETE SLAB TO MAKE WAY FOR NEW 2 UNIT ACCESSORY DWELLING UNIT, EACH WITH (2)
BATHS AND (2) BEDROOMS.
SITE PLAN SCALE: 1/8" = 1'-0"
MAX HEIGHT:30'-0"
NORTH
PROJECT INFORMATION
SHEET INDEX
SCOPE OF WORK
DESIGN DATA
LEGAL OWNER LEGAL DATA
LOT AREA IN SQ. FT. 8,949.85 SQ. FT.
EXISTING FAR .39 (3470 SQ. FT.)
PROPOSED FAR .55 (4961 SQ. FT.)
LOT AREAS AND RATIOS:
EXISTING
PROPOSED
NEW UNIT 1 704 SQ. FT.
NEW TOTAL SQ. FT.:1,418 SQ. FT.
NEW UNIT 2 714 SQ. FT.
NO. OF EXISTING UNIT
CONSULTANTS
STRUCTURAL ENGINEER:
DESIGN AND ENGINEERING GROUP
3130 E. WILLOW ST.
SIGNAL HILL, CA. 90755
CONTACT: ERIK JORDAN 562.244-8638
ENERGY REPORT
ERIK JORDAN
forstarboard@gmail.com
562.224.8638
NOTES
A.
B.
R-3
TYPE VB
I.
NOT APPLICABLE
2022 CALIFORNIA RESIDENTIAL CODE, PART 2.5 (2012 IRC)
2022 CALIFORNIA ELECTRICAL CODE, PART 3 (2011 NEC)
2022 CALIFORNIA MECHANICAL CODE, PART 4 (2012 UMC)
2022 CALIFORNIA PLUMBING CODE, PART 5 (2012 UPC)
2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE, TITLE 24, PART 9 (2012 IFC)
F.
H.
G.
E.
BUILDING OCCUPANCY GROUP :
TYPE OF CONSTRUCTION :
APPLICABLE CODES :
FIRE HAZARD SEVERITY ZONE :
PROJECTIONS :
EXTERIOR WALLS /
OPENING PROTECTION :
SPRINKLER SYSTEM :
SEE ELEVATIONS FOR DETAIL FLAGGING WHERE APPLIES
PROJECTIONS (NOT FIRE RESISTANT RATED) ALLOWED -
MINIMUM FIRE SEPARATION DISTANCE OF 3'-0" TO
PROPERTY LINE PER 2022 CRC
2022 CALIFORNIA BUILDING CODE, PARTS 2, 8 & 10 (2012 IBC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 11
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
SPRINKLED
200 FEET FROM NEAREST FIRE HYDRANT
C.ACCESSORY DWELLING UNIT (ADU) USE:
D.SINGLE STORY AT 15'-3"BUILDING HEIGHT
ZONE NAME: High Density Residential
DEFERRED SUBMITTALS
PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO LBDS FOR APPROVAL AT
LEAST 60 DAYS PRIOR TO INSTALLATION
SOLAR IS A DEFERRED SUBMITTAL
STARBOARD I VA LLC
19100 VON KARMAN AVE, STE 340
IRVINE CA, 92612
PROPERTY TYPE: MULTI-FAMILY RESIDENTIAL
TRACT #13252 W 65 FT OF LOT 23
7
NO. OF EXISTING BEDS/BATHS 8/7
EXISTING SQ. FT. 3,470 SQ. FT.
(1) 2-UNIT ACCESSORY DWELLING
UNIT (ADU), UNIT AS FOLLOWING:
EXISTING WITH PROPOSED
GRAND TOTAL NO. OF UNITS 9
GRAND TOTAL BEDS/BATHS 12/11
GRAND TOTAL SQ. FT. 4,961 SQ. FT.
NEW BEDS/BATHS
NEW BEDS/BATHS
2/2
2/2
NEW TOTAL BEDS/BATHS 4/4
ZONE TYPE: Residential Multi Family
ZONE CODE: R-3
SITE PLAN NOTES FRAMING NOTES
FOUNDATION NOTES
1.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION
2.SEE STRUCTURAL FOR ADDITIONAL INFORMATION
3.CONTRACTOR SHALL CONTACT OWNER AND STRUCTURAL ENGINEER 72 HOURS PRIOR TO FOOTING POUR
AND SLAB POUR.
4.DISCREPANCIES AND/OR CONFLICTS WITH THE FOUNDATION SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE OWNER.
5.REFER TO THE SITE AND/OR GRADING PLAN FOR ADDITIONAL CONCRETE WORK, @ SIDEWALKS, STEPS,
BLOCK WALLS, PLANTERS, ETC.
6.CONCRETE SLABS SHALL BE 4" NOMINAL THICKNESS WITH #3 BARS AT 18" O.C. AT MIDPOINT O/ 2" SAND
FILL O/ 6 MIL. VISQUEEN O/2" SAND FILL, U.N.O. - SEE STRUCTURAL ENGINEERING PLANS.
7.SPACE CONTROL JOINTS (IN FEET) NO MORE THAN 2-3 TIMES THE SLAB THICKNESS (IN INCHES). A 4" SLAB
SHOULD HAVE JOINTS 8-12 FEET APART. CUT CONTROL JOINTS 25% OF THE DEPTH OF THE SLAB. A 4" THICK
SLAB SHOULD HAVE JOINTS 1" DEEP. PLACE JOINTS UNDER WALLS AND AT CORNERS OF SLABS TO
ADJACENT EDGE WHEREVER POSSIBLE.
8.ALL HARDWARE SHALL BE "SIMPSON STRONG TIE" OR ARCHITECT APPROVED EQUAL. X DO NOT SCALE
DRAWINGS.
1.SEE TO GENERAL NOTES FOR ADDITIONAL INFORMATION
2.SEE STRUCTURAL FOR ADDITIONAL INFORMATION
3.CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO FINAL FRAMING INSPECTION.
4.ALL FLOOR SHEATHING SHALL BE PER STRUCTURAL PLANS, SCREWED (WSNTL212 WOOD SCREWS - QUIK
DRIVE INC.) & GLUED TO FLOOR FRAMING WHERE APPLICABLE.
5.PROVIDE DOUBLE FLOOR JOISTS OR SOLID BLOCKING BELOW ALL INTERIOR BEARING AND /OR SHEAR WALLS.
U.N.O.
6.ALL ROOF SHEATHING SHALL BE PER STRUCTURAL PLANS, ALL NEW PLYWOOD ROOF SHEATHING SHALL
HAVE RADIANT BARRIER FOIL BACKING AND BE INSTALLED FOIL SIDE DOWN.
7.ALL EXTERIOR WALL STUDS SHALL MATCH EXISTING STUDS U.N.O. (SEE GENERAL NOTES AND FLOOR
PLANS).
8.ALL NEW INTERIOR WALLS SHALL BE 2 X 6 STUDS U.N.O. (SEE GENERAL NOTES).
9.ALL WALLS SURROUNDING BATHROOM SHALL HAVE 2 X 6 PER PLAN R-19 INSULATION.
10.PROVIDE 2X12 SOLID BLOCKING @ ALL AREAS WHICH ARE TO RECEIVE MISC. ACCESSORIES; IE.: TOWEL
BARS, HANDRAILS, WALL AND CEILING LAMPS, FANS, ETC. ALL HARDWARE SHALL BE "SIMPSON STRONG TIE"
OR ARCHITECT
11.APPROVED EQUAL. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CURRENT CBC IN THE
FOLLOWING LOCATIONS:
A.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE
CEILING AND FLOOR LEVELS.
B.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT
10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL.
C.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND
BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS
IS UNFINISHED.
D.IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS
WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE
MATERIALS. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL
11.STAGES TO CONFIRM ADEQUATE BLOCKING AND CLEARANCES FOR GARAGE DOOR PRIOR TO INSTALLATION.
ALL INTERIOR AND EXTERIOR WALL PLANES TO BE FLUSH AND PLUMB.
12.WHERE STRUCTURAL PLYWOOD SHEAR PANELS OCCUR FURR-OUT / SHIM ALONG ENTIRE LENGTH OF WALL
TO BE FLUSH. NO JOGS IN WALL FINISHES.
13.DO NOT SCALE DRAWINGS.
1.SEE GENERAL NOTES DIVISION 1B FOR ADDITIONAL INFORMATION.
2.CONTRACTOR SHALL CALL "DIG-A-LERT" PRIOR TO ANY WORK ON SITE TO VERIFY THE LOCATION OF UTILITIES
ON SITE.
3.COUNTY/CITY GRADING ENGINEER SHALL BE CONTACTED PRIOR TO START OF GRADING TO SCHEDULE A
PRE-GRADING MEETING IF REQ'D.
4.SEPARATE PERMIT IS REQUIRED FOR EACH BUILDING OR STRUCTURE, I.E.; FENCE WALLS.
5.UPGRADE GAS SUPPLY & METER AS REQUIRED FOR NEW WATER HEATER SYSTEM.
6.CONTINUOUS SPECIAL DEPUTY INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
7.ALL EXPOSED CONCRETE SHALL HAVE A LIGHT BROOM FINISH U.N.O.
8.EXISTING STRUCTURES NON- FIRE SPRINKLERED
9.PROJECT TO BE PRE-WIRED WITH SOLAR PV SYSTEM. A DEFERRED SUBMITTAL OF SOLAR PV FOR THE ADU
WILL BE REQUIRED PRIOR TO BUILDING FINAL. CEnC 100.0(e) 2Dii and EITHER 150.1(a) AND 150.1(b) or
150.1(a) AND 150.1(c)14
10.NEW ELECTRICAL UTILITY SERVICES PANEL TO BE UNDERGROUND W/ 4” PVC PER SCE SPEC. OBTAIN METER
SPOTTING PRIOR TO PLACEMENT IF RISER
11.WATER / SEWER / GAS UTILITIES TO BE TIED INTO EXISTING HOUSE. CONSULT WITH PROPER UTILITIES
SERVICE PROVIDER FOR POTENTIAL UPGRADE OF SERVICE LATERAL
12.5% DRAINAGE AROUND/AWAY FROM BUILDING FOR A MINIMUM DISTANCE OF 10 FT. ALTERNATIVELY, SWALES
WITH SLOPE 2% SHALL BE LOCATED WITHIN 10 FT. OF BUILDING FOUNDATION CRC R401.3
13.PRE-CONSTRUCTION MEETING TO BE SCHEDULED WITH INSPECTION PRIOR TO START OF WORK
14.BUILDING FOUNDATION DESIGNED WITH EXPANSIVE SOILS CONDITIONS SPECIFICATIONS. SOIL REPORT
REQUIREMENT WAIVED PER CITY OFFICIAL
15.DO NOT SCALE DRAWINGS.
1.PROJECT TO BE PRE-WIRED WITH SOLAR PV SYSTEM. A DEFERRED SUBMITTAL OF SOLAR PV FOR THE ADU
WILL BE REQUIED PRIOR TO BUILDING FINAL. CEnC 100.0(e) 2Dii and EITHER 150.1(a) AND 150.1(b) or 150.1(a)
AND 150.1(c)14
2.NEW ELECTRICAL UTILITY SERVICES PANEL TO BE UNDERGROUND W/ 4” PVC PER SCE SPEC. OBTAIN METER
SPOTTING PRIOR TO PLACEMENT IF RISER
3.WATER / SEWER / GAS UTILITIES TO BE TIED INTO EXISTING HOUSE. CONSULT WITH PROPER UTILITIES SERVICE
PROVIDER FOR POTENTIAL UPGRADE OF SERVICE LATERAL
4.ADU AND EXISITNG SFR TO BE EQUIPPED WITH SMOKE DETECTOR HARDWIRED TO HOUSE CURRENT W/ BATERY
BACK UP AT NEW CONSTRUCTION AND BATTERY OPERATED AT EXISITNG. SMOKE DETECTOR LOCATED AT
CENTRAL HALL LOCATION TO BE EQUIPPED WITH CABON MONOXIDE DETECTION. DETECTOR TO BE
INTERCONNECTED
5.LIGHTING CONTROL IN THE BEDROOMS, LIVING, DINING AND KITCHEN TO BE ON DIMMER CONTROL
6.LIGHTING CONTROL IN BATHROOMS, GARAGE, LAUNDRY TO BE EQUIPPED WITH OCCUPANCY SENSORS.
7.EXTERIOR LIGHTING TO BE ON A TIMER OR PHOTO SENSOR CONTROL.
8.PROVIDE DEDICATED LAUNDRY WASHER ELECTRICL CIRCUIT W/ GFI PROTECTION
9.OUTLETS TO BE AFCI PROTECTED WITH EXCEPTION TO KITCHEN, GARAGE, UTILITY ROOM, BATHROOMS,
DEDICATED MECHANICLE EQUIPMENT AND EXTERIOR CIRCUIT.
10.OUTLETS LOCATED AT KITCHEN, BATHROOMS, GARAGE AND EXTERIOR ARE TO BE GROUND FAULT
INTERRUPTED PROTECTED.
11.KITCHEN HOOD EXHAUST FAN TO BE DUCTED TO OUTSIDE WITH A MIN. VENTILITATION RATE OF 100CFM.
DUCTING TO BE SIZED ACCORDING TO ASHRAE STD 62.2 TABLE 7.1
12.ALL BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT, DUCTED TO TERMINATE OUTSIDE THE BUILDING
AND CONTROLLED BY A HUMIDSTAT CAPABLE OF BEING ADJUSTED BETWEEN THE RELATIVE HUMIDITY RANGE
OF 50 TO 80 PERCENT. CGBC 4.506
13.LAUNDRY RM/ AREA TO BE EQUIPPED WITH MIN 100 SQ. IN OF MAKEUP AIR CMC 205, 504.4.1 AND 701.3
UTILITY NOTES
PLUMBING NOTES
1.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION
2.ALL PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE FOLLOWING MAXIMUM FLOWRATES:
(CGBSC 4.303.1)
a.WATER CLOSETS 1.28 GALLONS / FLUSH
b.SHOWER HEADS - SINGLE 1.8 GPM AT 80 PSI
c.SHOWER HEADS - MULTIPLE 1.8 GPM AT 60 PSI
d.LAVATORY FAUCETS 1.2 GPM AT 60 PSI
e.KITCHEN FAUCETS 1.8 GPM AT 60 PSI
COVER SHEET,
SITE PLAN,
PROJECT
INFORMATION
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A1.1
Sheet List Table
Sheet Number Sheet Title
A1.1 COVER SHEET, SITE PLAN, PROJECT INFORMATION
A2.1 CLIENT SPECIFICATIONS
A2.2 BEST MANAGEMENT PRACTICES
A2.3 GENERAL NOTES
A2.4 GENERAL NOTES
A2.5 GENERAL NOTES
A2.6 GENERAL NOTES
A2.7 CALGREEN
A2.8 CALGREEN
A3.1 PROPOSED FLOOR PLANS
A3.2 UTILITY PLAN
A3.4 PROPOSED ELEVATIONS AND ROOF PLAN
A3.5 BUILDING SECTIONS
AD.1 ARCHITECTURAL DETAILS
AD.2 ARCHITECTURAL DETAILS
S1 PLANS
SN1 STRUCTURAL DETAILS
SN2 STRUCTURAL NOTES
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SD3 STRUCTURAL DETAILS
A
A 7.2.2024
A
A
A
AD3 ARCHITECTURAL DETAILS
T24-1 T-24 ENERGY COMPLIANCE REPORT SHEET 1 OF 2
T24-2
T-24 MANDATORY MEASURES SHEET 1 OF 2
T-24 ENERGY COMPLIANCE REPORT SHEET 2 OF 2
MM-1
T-24 MANDATORY MEASURES SHEET 2 OF 2MM-2
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia.dwg, 11/11/2024 1:08:53 PM, AutoCAD PDF (General Documentation).pc3
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
CLIENT
SPECIFICATIONS
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A2.1
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:02 PM, AutoCAD PDF (General Documentation).pc3
SURFACE
WATER QUALITY
CONTROL NOTES
BEST MANAGEMENT PRACTICES
MUNICIPAL STORMWATER PROGRAM
MUNICIPALITIES IN THE LOS ANGELES AREA ARE REQUIRED BY FEDERAL REGULATIONS TO DEVELOP PROGRAMS TO CONTROL THE
DISCHARGE OF POLLUTANTS INTO THE STORM DRAIN SYSTEM, INCLUDING THE DISCHARGE OF POLLUTANTS FROM CONSTRUCTION
SITES AND AREAS OF NEW DEVELOPMENT OR SIGNIFICANT REDEVELOPMENT. AS A RESULT, YOUR DEVELOPMENT AND
CONSTRUCTION PROJECTS MAY BE SUBJECT TO NEW REQUIREMENTS DESIGNED TO IMPROVE STORMWATER QUALITY SUCH AS
EXPANDED PLAN CHECK AND REVIEW, NEW CONTRACT SPECIFICATIONS, AND INCREASED SITE INSPECTION.
GENERAL PRACTICES
THE FOLLOWING ARE SOME GENERAL PRINCIPLES THAT CAN SIGNIFICANTLY REDUCE POLLUTION FROM CONSTRUCTION ACTIVITY AND
HELP MAKE COMPLIANCE WITH STORMWATER REGULATIONS EASY:
·IDENTIFY ALL STORM DRAINS, DRAINAGE SWALES AND CREEKS LOCATED NEAR THE CONSTRUCTION SITE AND MAKE SURE
ALL SUBCONTRACTORS ARE AWARE OF THEIR LOCATIONS TO PREVENT POLLUTANTS FROM ENTERING THEM.
·CLEAN UP LEAKS, DRIPS, AND OTHER SPILLS IMMEDIATELY SO THEY DO NOT CONTACT STORMWATER.
·REFUEL VEHICLES AND HEAVY EQUIPMENT IN ONE DESIGNATED LOCATION ON THE SITE AND TAKE CARE TO CLEAN UP SPILLS
IMMEDIATELY.
·WASH VEHICLES AT AN APPROPRIATE OFF-SITE FACILITY€”IF EQUIPMENT MUST BE WASHED ON-SITE, DO NOT USE SOAPS,
SOLVENTS, DEGREASERS, OR STEAM CLEANING EQUIPMENT, AND PREVENT WASH WATER FROM ENTERING THE STORM DRAIN. IF
POSSIBLE, DIRECT WASH WATER TO A LOW POINT WHERE IT CAN EVAPORATE AND/OR INFILTRATE.
·NEVER WASH DOWN PAVEMENT OR SURFACES WHERE MATERIALS HAVE SPILLED. USE DRY CLEANUP METHODS WHENEVER
POSSIBLE.
·AVOID CONTAMINATING CLEAN RUNOFF FROM AREAS ADJACENT TO YOUR SITE BY USING BERMS AND/OR TEMPORARY OR
PERMANENT DRAINAGE DITCHES TO DIVERT WATER FLOW AROUND THE SITE. REDUCE STORMWATER RUNOFF VELOCITIES BY
CONSTRUCTING TEMPORARY CHECK DAMS AND/OR BERMS WHERE APPROPRIATE.
·PROTECT ALL STORM DRAIN INLETS USING FILTER FABRIC CLOTH OR OTHER BEST MANAGEMENT PRACTICES TO PREVENT
SEDIMENTS FROM ENTERING THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION ACTIVITIES.
·KEEP MATERIALS OUT OF THE RAIN - PREVENT RUNOFF POLLUTION AT THE SOURCE. SCHEDULE CLEARING OR HEAVY EARTH
MOVING ACTIVITIES FOR PERIODS OF DRY WEATHER. COVER EXPOSED PILES OF SOIL, CONSTRUCTION MATERIALS AND WASTES WITH
PLASTIC SHEETING OR TEMPORARY ROOFS. BEFORE IT RAINS, SWEEP AND REMOVE MATERIALS FROM SURFACES THAT DRAIN TO
STORM DRAINS, CREEKS, OR CHANNELS.
·KEEP POLLUTANTS OFF EXPOSED SURFACES€”PLACE TRASH CANS AROUND THE SITE TO REDUCE LITTER. DISPOSE OF
NON-HAZARDOUS CONSTRUCTION WASTES IN COVERED DUMPSTERS OR RECYCLING RECEPTACLES.
·PRACTICE SOURCE REDUCTION€”REDUCE WASTE BY ORDERING ONLY THE AMOUNT YOU NEED TO FINISH THE JOB.
·DO NOT OVER-APPLY PESTICIDES OR FERTILIZERS AND FOLLOW MANUFACTURERS INSTRUCTIONS FOR MIXING AND APPLYING
MATERIALS.
·RECYCLE LEFTOVER MATERIALS WHENEVER POSSIBLE. MATERIALS SUCH AS CONCRETE, ASPHALT, SCRAP METAL,
SOLVENTS, DEGREASERS, CLEARED VEGETATION, PAPER, ROCK, AND VEHICLE MAINTENANCE MATERIALS SUCH AS USED OIL,
ANTIFREEZE, BATTERIES, AND TIRES ARE RECYCLABLE.
·DISPOSE OF ALL WASTES PROPERLY€”MATERIALS THAT CANNOT BE REUSED OR RECYCLED MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. NEVER THROW DEBRIS INTO CHANNELS, CREEKS OR INTO
WETLAND AREAS. NEVER STORE OR LEAVE DEBRIS IN THE STREET OR NEAR A CREEK WHERE IT MAY CONTACT RUNOFF.
·ILLEGAL DUMPING IS A VIOLATION SUBJECT TO A FINE AND/OR TIME IN JAIL. BE SURE THAT TRAILERS CARRYING YOUR
MATERIALS ARE COVERED DURING TRANSIT. IF NOT, THE HAULER MAY BE CITED AND FINED.
·TRAIN YOUR EMPLOYEES AND INFORM SUBCONTRACTORS ABOUT THE STORMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES.
SPECIAL PRACTICES
FOLLOWING IS A SUMMARY OF SPECIFIC BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL AND CONTRACTOR
ACTIVITIES. FOR MORE INFORMATION ON EROSION AND SEDIMENT CONTROL BMPS AND THEIR DESIGN, PLEASE REFER TO THE
CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK FOR CONSTRUCTION ACTIVITY (MARCH 1993).
SOIL EROSION IS THE PROCESS BY WHICH SOIL PARTICLES ARE REMOVED FROM THE LAND SURFACE, BY WIND, WATER AND/OR
GRAVITY. SOIL PARTICLES REMOVED BY STORMWATER RUNOFF ARE POLLUTANTS THAT WHEN DEPOSITED IN LOCAL CREEKS, LAKES,
AND THE PACIFIC OCEAN, CAN HAVE NEGATIVE IMPACTS ON AQUATIC HABITAT. EXPOSED SOIL AFTER CLEARING, GRADING, OR
EXCAVATION IS EASILY ERODED BY WIND OR WATER.
THE FOLLOWING PRACTICES WILL HELP PREVENT EROSION FROM OCCURRING ON THE CONSTRUCTION SITE:
·PLAN THE DEVELOPMENT TO FIT THE TOPOGRAPHY, SOILS, DRAINAGE PATTERN AND NATURAL VEGETATION OF THE SITE.
·DELINEATE CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS, TREES, DRAINAGE COURSES, AND
BUFFER ZONES TO PREVENT EXCESSIVE OR UNNECESSARY DISTURBANCES AND EXPOSURE.
·PHASE GRADING OPERATIONS TO REDUCE DISTURBED AREAS AND TIME OF EXPOSURE.
·AVOID EXCAVATION AND GRADING DURING WET WEATHER.
·LIMIT ON-SITE CONSTRUCTION ROUTES AND STABILIZE CONSTRUCTION ENTRANCE(S).
·REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY.
·CONSTRUCT DIVERSION DIKES AND DRAINAGE SWALES TO CHANNEL RUNOFF AROUND THE SITE.
·USE BERMS AND DRAINAGE DITCHES TO DIVERT RUNOFF AROUND EXPOSED AREAS. PLACE DIVERSION DITCHES ACROSS THE
TOP OF CUT SLOPES.
GENERAL SITE MAINTENANCE
·CLEAN UP SPILLS IMMEDIATELY AFTER THEY HAPPEN.
·WHEN VEHICLE FLUIDS OR MATERIALS SUCH AS PAINTS OR SOLVENTS ARE SPILLED, CLEANUP SHOULD BE IMMEDIATE,
AUTOMATIC, AND ROUTINE.
·SWEEP UP SPILLED DRY MATERIALS (E.G., CEMENT, MORTAR, OR FERTILIZER) IMMEDIATELY. NEVER ATTEMPT TO "WASH
THEM AWAY" WITH WATER, OR BURY THEM. USE ONLY MINIMAL WATER FOR DUST CONTROL.
·CLEAN UP LIQUID SPILLS ON PAVED OR IMPERMEABLE SURFACES USING "DRY" CLEANUP METHODS (E.G., ABSORBENT
MATERIALS LIKE CAT LITTER, SAND OR RAGS).
·CLEAN UP SPILLS ON DIRT AREAS BY DIGGING UP AND PROPERLY DISPOSING OF THE CONTAMINATED SOIL.
·CLEAN UP SPILLS ON DIRT AREAS BY REMOVING CONTAMINATED SOIL.
·REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES IMMEDIATELY (SEE REFERENCE LIST ON THE
BACK COVER OF THIS BOOKLET FOR MORE INFORMATION).
NOTE: USED CLEANUP RAGS THAT HAVE ABSORBED HAZARDOUS MATERIALS MUST EITHER BE SENT TO A CERTIFIED INDUSTRIAL
LAUNDRY OR DRY CLEANER, OR DISPOSED OF THROUGH A LICENSED HAZARDOUS WASTE DISPOSAL COMPANY.
STORE MATERIALS UNDER COVER
·WET AND DRY BUILDING MATERIALS WITH THE POTENTIAL TO POLLUTE RUNOFF SHOULD BE STORED UNDER COVER AND/OR
SURROUNDED BY BERMS WHEN RAIN IS FORECAST OR DURING WET WEATHER.
·STORE STOCKPILED MATERIALS AND WASTES UNDER A TEMPORARY ROOF OR SECURED PLASTIC SHEETING OR TARP.
·BERM AROUND STORAGE AREAS TO PREVENT CONTACT WITH RUNOFF.
·PLASTER OR OTHER POWDERS CAN CREATE LARGE QUANTITIES OF SUSPENDED SOLIDS IN RUNOFF, WHICH MAY BE TOXIC TO
AQUATIC LIFE AND CAUSE SERIOUS ENVIRONMENTAL HARM EVEN IF THE MATERIALS ARE INERT. STORE ALL SUCH POTENTIALLY
POLLUTING DRY MATERIALS €”ESPECIALLY OPEN BAGS€”UNDER A TEMPORARY ROOF OR INSIDE A BUILDING, OR COVER
SECURELY WITH AN IMPERMEABLE TARP. BY STORING DRY MATERIALS UNDER A ROOF, YOU MAY ALSO HELP PROTECT AIR QUALITY,
AS WELL AS WATER QUALITY. STORE BUILDING MATERIALS UNDER COVER. MAKE SURE DUMPSTERS ARE PROPERLY COVERED TO
KEEP OUT RAIN.
·STORE CONTAINERS OF PAINTS, CHEMICALS, SOLVENTS, AND OTHER HAZARDOUS MATERIALS IN ACCORDANCE WITH
SECONDARY CONTAINMENT REGULATIONS AND UNDER COVER DURING RAINY PERIODS.
COVER AND MAINTAIN DUMPSTERS
·OPEN OR LEAKING DUMPSTERS CAN BE A SOURCE OF STORMWATER POLLUTION.
·COVER OPEN DUMPSTERS WITH PLASTIC SHEETING OR A TARP DURING RAINY WEATHER. SECURE THE SHEETING OR TARP
AROUND THE OUTSIDE OF THE DUMPSTER. IF YOUR DUMPSTER HAS A COVER, CLOSE IT.
·IF A DUMPSTER IS LEAKING, CONTAIN AND COLLECT LEAKING MATERIAL. RETURN THE DUMPSTER TO THE LEASING COMPANY
FOR REPAIR/EXCHANGE.
·DO NOT CLEAN DUMPSTERS ON-SITE. RETURN TO LEASING COMPANY FOR PERIODIC CLEANING, IF NECESSARY.
COLLECT & PROPERLY DISPOSE OF PAINT REMOVAL WASTES
·PAINT REMOVAL WASTES INCLUDE CHEMICAL PAINT STRIPPING RESIDUES, PAINT CHIPS AND DUST, SANDBLASTING MATERIAL
AND WASH WATER. THESE WASTES CONTAIN CHEMICALS THAT ARE HARMFUL TO THE WILDLIFE IN OUR CREEKS AND THE WATER
BODIES THEY FLOW TO. KEEP ALL PAINT WASTES AWAY FROM THE GUTTER, STREET, AND STORM DRAINS.
·NON-HAZARDOUS PAINT CHIPS AND DUST FROM DRY STRIPPING AND SANDBLASTING MAY BE SWEPT UP OR COLLECTED IN
PLASTIC DROP CLOTHS AND DISPOSED OF AS TRASH. CHEMICAL PAINT STRIPPING RESIDUE AND CHIPS AND DUST FROM MARINE
PAINTS OR PAINTS CONTAINING LEAD OR TRIBUTYL TIN MUST BE DISPOSED OF AS A HAZARDOUS WASTE.
·WHEN STRIPPING OR CLEANING BUILDING EXTERIORS WITH HIGH-PRESSURE WATER, COVER OR BERM STORM DRAIN INLETS.
IF POSSIBLE (AND ALLOWED BY YOUR LOCAL WASTEWATER TREATMENT PLANT), COLLECT (MOP OR VACUUM) BUILDING CLEANING
WATER AND DISCHARGE TO THE SANITARY SEWER. ALTERNATIVELY, DISCHARGE NON-CONTAMINATED WASH WATER ONTO A DIRT
AREA AND SPADE INTO THE SOIL. BE SURE TO SHOVEL OR SWEEP UP ANY DEBRIS THAT REMAINS IN THE GUTTER AND DISPOSE OF
AS GARBAGE.
CLEAN UP PAINTS, SOLVENTS, ADHESIVES, AND CLEANING SOLUTIONS PROPERLY
·ALTHOUGH MANY PAINT MATERIALS CAN AND SHOULD BE RECYCLED, LIQUID RESIDUES FROM PAINTS, THINNERS, SOLVENTS,
GLUES, AND CLEANING FLUIDS ARE HAZARDOUS WASTES. WHEN THEY ARE THOROUGHLY DRY, EMPTY PAINT CANS, USED BRUSHES,
RAGS, ABSORBENT MATERIALS, AND DROP CLOTHS ARE NO LONGER HAZARDOUS AND MAY BE DISPOSED OF AS GARBAGE.
·NEVER CLEAN BRUSHES OR RINSE PAINT CONTAINERS INTO A STREET, GUTTER, STORM DRAIN, OR CREEK.
·FOR WATER-BASED PAINTS, PAINT OUT BRUSHES TO THE EXTENT POSSIBLE AND RINSE TO A DRAIN LEADING TO THE
SANITARY SEWER (I.E., INDOOR PLUMBING).
·FOR OIL-BASED PAINTS, CLEAN OUT PAINT FROM BRUSHES TO THE EXTENT POSSIBLE, AND FILTER AND REUSE THINNERS AND
SOLVENTS. DISPOSE OF UNUSABLE THINNERS AND RESIDUE AS HAZARDOUS WASTE.
·RECYCLE, RETURN TO SUPPLIER OR DONATE UNWANTED WATER-BASED (LATEX) PAINT. YOU MAY BE ABLE TO RECYCLE
CLEAN EMPTY DRY PAINT CANS AS METAL.
·DRIED LATEX PAINT MAY BE DISPOSED OF IN THE GARBAGE.
·UNWANTED PAINT (THAT IS NOT RECYCLED), THINNERS, AND SLUDGE MUST BE DISPOSED OF AS HAZARDOUS WASTE.
·MORE AND MORE PAINT COMPANIES ARE RECYCLING EXCESS LATEX PAINT.
KEEP FRESH CONCRETE AND CEMENT MORTARS OUT OF GUTTERS & STORM DRAINS
·CONCRETE AND CEMENT-RELATED MORTARS THAT WASH INTO GUTTERS AND STORM DRAINS ARE TOXIC TO FISH AND THE
AQUATIC ENVIRONMENT.
·AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT MORTAR ON-SITE.
·STORE DRY AND WET MATERIALS UNDER COVER, PROTECTED FROM RAINFALL AND RUNOFF.
·WASH OUT CONCRETE TRANSIT MIXERS ONLY IN DESIGNATED WASHOUT AREAS WHERE THE WATER WILL FLOW INTO
SETTLING PONDS OR ONTO DIRT OR STOCKPILES OF AGGREGATE BASE OR SAND. PUMP WATER FROM SETTLING PONDS TO THE
SANITARY SEWER, WHERE ALLOWED. WHENEVER POSSIBLE, RECYCLE WASHOUT BY PUMPING BACK INTO MIXERS FOR REUSE. NEVER
DISPOSE OF WASHOUT INTO THE STREET, STORM DRAINS, DRAINAGE DITCHES, OR CREEKS.
·WHENEVER POSSIBLE, RETURN CONTENTS OF MIXER BARREL TO THE YARD FOR RECYCLING. DISPOSE OF SMALL AMOUNTS
OF EXCESS CONCRETE, GROUT, AND MORTAR IN THE TRASH.
<
DISPOSE OF CLEARED VEGETATION PROPERLY
·CLEARED VEGETATION, TREE TRIMMINGS, AND OTHER PLANT MATERIAL CAN CAUSE ENVIRONMENTAL DAMAGE IF IT GETS
INTO CREEKS. SUCH "ORGANIC" MATERIAL REQUIRES LARGE QUANTITIES OF OXYGEN TO DECOMPOSE, WHICH REDUCES THE OXYGEN
AVAILABLE TO FISH AND OTHER AQUATIC LIFE.
·DO NOT DISPOSE OF PLANT MATERIAL IN A CREEK OR DRAINAGE FACILITY OR LEAVE IT IN A ROADWAY WHERE IT CAN CLOG
STORM DRAIN INLETS.
·AVOID DISPOSAL OF PLANT MATERIAL IN TRASH DUMPSTERS OR MIXING IT WITH OTHER WASTES. COMPOST PLANT
MATERIAL OR TAKE IT TO A LANDFILL OR OTHER FACILITY THAT COMPOSTS YARD WASTE.
·RECYCLE YARD WASTE AND TREE PRUNING AT A LANDFILL THAT CHIPS AND COMPOSTS PLANT MATERIAL.
DEMOLITION WASTE MANAGEMENT
·MAKE SURE ALL DEMOLITION WASTE IS PROPERLY DISPOSED.
·DEMOLITION DEBRIS THAT IS LEFT IN THE STREET OR PUSHED OVER A BANK INTO A CREEK BED OR DRAINAGE FACILITY
CAUSES SERIOUS PROBLEMS FOR FLOOD CONTROL, STORM DRAIN MAINTENANCE, AND THE HEALTH OF OUR ENVIRONMENT.
DIFFERENT TYPES OF MATERIALS HAVE DIFFERENT DISPOSAL REQUIREMENTS OR RECYCLING OPTIONS.
·MATERIALS THAT CAN BE RECYCLED FROM DEMOLITION PROJECTS INCLUDE: METAL FRAMING, WOOD, CONCRETE, ASPHALT,
AND PLATE GLASS.
·MATERIALS THAT CAN BE SALVAGED FOR REUSE FROM OLD STRUCTURES INCLUDE: DOORS, BANISTERS, FLOORBOARDS,
WINDOWS, 2X4S, AND OTHER OLD, DENSE LUMBER.
·UNUSABLE, UN-RECYCLABLE DEBRIS SHOULD BE CONFINED TO DUMPSTERS, COVERED AT NIGHT AND DURING WET
WEATHER, AND TAKEN TO A LANDFILL FOR DISPOSAL.
·HAZARDOUS DEBRIS SUCH AS ASBESTOS MUST BE HANDLED IN ACCORDANCE WITH SPECIFIC LAWS AND REGULATIONS AND
DISPOSED OF AS HAZARDOUS WASTE. FOR MORE INFORMATION ON ASBESTOS HANDLING AND DISPOSAL REGULATIONS, CONTACT
THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT.
·ARRANGE FOR AN ADEQUATE DEBRIS DISPOSAL SCHEDULE TO INSURE THAT DUMPSTERS DO NOT OVERFLOW.
AGENCIES TO CALL IN THE EVENT OF A SPILL
YOU ARE REQUIRED BY LAW TO REPORT ALL SIGNIFICANT RELEASES OR SUSPECTED SIGNIFICANT RELEASES OF HAZARDOUS
MATERIALS INCLUDING OIL.
TO REPORT A SPILL, CALL THE FOLLOWING AGENCIES:
·DIAL 911
·COUNTY OF LOS ANGELES HOTLINE (800) 303-0003
·GOVERNOR'S OFFICE OF EMERGENCY SERVICES WARNING CENTER (800) 852-7550 (24 HOURS).
·FOR SPILLS OF 'FEDERAL REPORTABLE QUANTITIES' OF OIL, CHEMICALS, OR OTHER HAZARDOUS MATERIALS TO LAND, AIR, OR
WATER, NOTIFY THE NATIONAL RESPONSE CENTER (800) 424-8802.
·IF YOU ARE NOT SURE WHETHER THE SPILL IS OF A 'REPORTABLE QUANTITY,' CALL THE FEDERAL ENVIRONMENTAL
PROTECTION AGENCY (800) 424-9346 FOR CLARIFICATION.
·FOR FURTHER INFORMATION, SEE STATE OFFICE OF EMERGENCY SERVICES, HAZARDOUS MATERIALS DIVISION'S CALIFORNIA
HAZARDOUS MATERIAL SPILL RELEASE NOTIFICATION GUIDANCE.
AGENCIES TO CALL IF YOU FIND OR SUSPECT CONTAMINATED SOIL OR GROUNDWATER:
·REGIONAL WATER QUALITY CONTROL BOARD LOS ANGELES BASIN (213) 266-7500
·CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY (CAL EPA) DEPARTMENT OF TOXIC SUBSTANCES CONTROL (DTSC) (510)
540-3732
DOCUMENTS AND RESOURCES ARE AVAILABLE FROM:
·STATE WATER RESOURCES CONTROL BOARD (SWRCB) (916) 341-5250
·CAL EPA, DTSC (916) 322-3670
·GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT
·CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK CONSTRUCTION ACTIVITY
·WASTE MINIMIZATION FOR THE BUILDING CONSTRUCTION INDUSTRY FACT SHEET
·ADDITIONAL INFORMATION REGARDING DEVELOPMENT SERVICES CALL (562) 570-6651
·FOR CITY OF LONG BEACH ·ENVIRONMENTAL SERVICES BUREAU (562) 570-2876, SPECIAL PICK-UP.
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
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C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:03 PM, AutoCAD PDF (General Documentation).pc3
A. Submittal Procedures: It shall be the Builder, Contractor, and Sub-Contractor's responsibility to coordinate
d. Warranty requirements.
operations. Transmit (7) days prior to commencement of construction operations to avoid delay.
c. Name and address of the DESIGNER.
f. Name and address of the supplier.
e. Name and address of the subcontractor.
submittal preparation with construction, fabrication, and other submittals, and activities that require
1. Coordinate submittals for related operations to avoid delay because of the need to review
sequential submittals concurrently for coordination. The DESIGNER reserves the right to withhold
action on a submittal requiring coordination until related submittals are received.
2. Submittal Preparation: Place a permanent label on each submittal for identification. Provide a
label or beside title the block to record review and approval markings and action taken.
Include the following information on the label for processing and recording action taken.
3. Submittal Transmittal: Package each submittal appropriately. Transmit with a transmittal form.
4. Review by the DESIGNER is for the limited purpose of assessing the submittal's general conformance
with the design concept of the project and general compliance with the plans and specifications.
j. Statement of compliance with manufacturer requirements.
i. Drawing number and detail references, as appropriate.
h. Number and title of appropriate Specification Section.
d. Name and address of the Client.
g. Name of the manufacturer.
b. Date.
a. Project name.
2. The builder shall record significant discussions and agreements and disagreements, and the
approved schedule. Promptly distribute the record of the meeting to everyone concerned,
3. Do not proceed with the installation if the conference cannot be successfully concluded.
Initiate actions necessary to resolve problems and reconvene the conference.
1.3 EXECUTION (Not Applicable)
SECTION 01300 - SUBMITTALS
1.1 GENERAL
e. Inspecting and testing requirements.
including the DESIGNER and Consultants.
3. Progress meetings
It shall be the responsibility of the Builder to schedule and cooperate said meetings to include, but
C. Agenda: Discuss items that could affect progress, including the following:
3. Submittal of Shop Drawings, Product Data, and Samples.
D. Preinstallation Conferences: It shall be the Builder, Contractor and Sub-Contractor's responsibility to
conduct a conference before each activity that requires coordination with other operations.
E. Attendees: The Installer and representatives of manufacturers and fabricators involved in or
1. Review the progress of other operations and preparations for the activity under consideration at
each preinstallation conference, including requirements for the following:
a. Compatibility problems and acceptability of substrates.
not be limited to, Builders representatives. Sub-contractors, DESIGNER and Sub-consultants, Installers
4. Use of the premises.
affected by the installation shall attend.
b. Time schedules and deliveries.
c. Manufacturer's written instructions.
B. Project meetings:
1. Tentative construction schedule.
2. Critical work sequencing.
and any of the concerned parties.
lubricate operable components to assure operability without damaging effects.
D. Limiting Exposures: Supervise construction to assure that no part is subject to harmful, dangerous, or
damaging exposure. Such exposures include, but are not limited to, the following:
A. This Section specifies administrative and procedural requirements for project meetings, including:
C. Clean and maintain completed construction as necessary through the construction period. Adjust and
8. Combustion.
9. Ultraviolet rays.
SECTION 01200 - PROJECT MEETINGS
1. Pre-construction meetings.
2. Pre-installation meetings.
1.1 GENERAL
4. Water or ice.
1. Excessive static or dynamic loading.
2. Excessive internal or external pressures.
3. Excessively high or low temperatures.
5. Solvents and chemicals.
7. Soiling, staining, and corrosion.
6. Abrasion.
B. Where necessary, it shall be the Builders responsibility to prepare a memoranda for distribution to each
reports, and attendance at meetings.
C. Administrative Procedures: It shall be the Builders responsibility to coordinate scheduling and timing of
required procedures with other activities to avoid conflicts and assure orderly progress. Such activities
include, but are not limited to, the following:
D. Conservation: It shall be the Builders responsibility to coordinate construction to assure that operations
are carried out with consideration for conservation of energy, water, and materials.
A. Inspection of Conditions: Require Installers of any components to inspect substrate and conditions under
which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected.
B. Clean and protect construction in progress and adjoining materials, during handling and installation.
Apply protective covering to assure protection from damage.
party involved, outlining procedures required for coordination. Include such items as required notices,
1.3 PRODUCTS (Not Applicable)
1.4 EXECUTION
3. Progress meetings.
1. Preparation of schedules.
2. Delivery and processing of submittals.
4. Project close-out activities.
A. It shall be the Builder, Contractor's, and Sub-Contractor responsibility to coordinate construction to
installation, connection, and operation.
1. Schedule operations in the sequence required to obtain the best results where installation
of one part depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to assure maximum accessibility for maintenance,
3. Make provisions to accommodate items scheduled for later installation.
requirements of the plans and specifications, applicable building codes and ordinances manufacturer
requirements and industry standards. Coordinate operations that depend on each other for proper
assure efficient and orderly installation of each part of the Work in a manner consistent with the
1.2 COORDINATION
service, and repair.
b. Generic description of the Sample.
c. Product Data, including Drawings and descriptions of products and installation procedures.
and specifications, California Residential Code requirements, manufacturer recommendations and
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns regarding
the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
6. The specified product cannot receive approval by a governing authority, and the substitution can
B. Refer to Structural Engineers drawings and calculations for all product requirements and specifications.
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
be approved.
1.3 EXECUTION (Not Applicable)
SECTION 03300 - CAST-IN-PLACE CONCRETE
e. A statement indicating the effect on the Sub-contractor's Construction Schedule compared to
the schedule without approval of the substitution. Indicate the effect of the substitution on
f. Certification that the substitution conforms to the Construction Documents and is appropriate
g. The Sub-contractor's waiver of rights to additional payment or time that may become
necessary because of the failure of the substitution to perform adequately.
will return to the Builder the requests without action except to record noncompliance with these
1. Extensive revisions to the Construction Documents are not required.
2. Changes are in keeping with the intent of the Construction Documents.
3. The specified product cannot be provided within the Builder schedule. The DESIGNER will not
consider the request if the specified product cannot be provided as a result of failure to pursue
5. The substitution offers the Builder a substantial advantage, in cost, time, or other considerations,
after deducting compensation to the consultants for redesign and increased cost of other construction.
for substitution when one or more of the following conditions are satisfied. Otherwise, the DESIGNER
A. Conditions: The DESIGNER will receive all substitution directly from the Builder, and consider a request
the Work promptly.
4. The request is related to an "or-equal" clause.
requirements.
Contract Time.
for the applications indicated.
d. Samples, where applicable or requested.
1.2 PRODUCTS
3. Specified options included in the Construction Documents.
necessary to accommodate the substitution.
proposed after award of the Contract are considered requests for substitutions. The following are
not requests for substitutions:
1. Substitutions requested during the bidding period and accepted by Addendum prior to award of
2. Revisions to the Construction Documents requested by the Builder.
4. Sub-Contractor's compliance with regulations issued by governing authorities.
1. Submit 3 copies of each request for substitution to the Builder.
2. Identify the product or method to be replaced in each request. Include related Specification
3. Provide documentation showing compliance with the requirements for substitutions and the
a. Coordination information, including a list of changes needed to other Work that will be
b. A comparison of the substitution with the Work specified, including performance, weight, size,
A. Substitutions: Changes in products, materials, equipment, required by the Construction Documents
following information:
Section and Drawing numbers.
durability, and visual effect.
B. Substitution Request Submittal:
the Contract.
SECTION 01631 - SUBSTITUTIONS
of the Specifications.
d. Product name or name of the manufacturer.
certifications, manufacturer's instructions, and manufacturer's field reports required under other Sections
1. Certifications: Where certification that a product or installation complies with specified requirements
is required, submit a notarized certification from the manufacturer certifying compliance.
required, the DESIGNER will review each submittal, mark to indicate action taken, and return.
Compliance with specified characteristics is the Client's responsibility.
1. Action Stamp: The DESIGNER will stamp each submittal with an action stamp. The DESIGNER will
mark the stamp appropriately to indicate the action taken.
E. Quality Assurance Submittals: Submit to the builder quality control submittals, including design data,
F. DESIGNER's Action: Except for submittals for the record or information, where action and return are
1.2 PRODUCTS (Not Applicable)
1.3 EXECUTION (Not Applicable)
c. Sample source.
e. Compliance with recognized standards.
f. Availability and delivery time.
A. Install cast stone units to comply with written manufacturer's instructions.
B. Rake out joints for pointing with mortar to depths of not less than 3/4 inch. Rake joints to uniform
depths with square bottoms and clean sides. Scrub faces of units to remove excess mortar as joints
C. Point mortar joints by placing and compacting mortar in layers not greater than 3/8 inch. Compact
each layer thoroughly and allow to become thumbprint hard before applying next layer.
1. Tool exposed joints slightly concave when thumbprint hard.
D. Remove and replace stained and otherwise damaged units and units not matching approved Samples.
Cast stone may be repaired if methods and results are approved by DESIGNER.
1. Replace units in a manner that results in cast stone matching approved Samples, complying with
other requirements, and showing no evidence of replacement.
joints. After mortar is thoroughly set and cured, clean exposed cast stone as follows:
1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels.
3. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing
4. Clean cast stone with proprietary acidic cleaner applied according to manufacturer's written
E. Cleaning: Clean cast stone as work progresses. Remove mortar fins and smears before tooling
2. Protect adjacent surfaces from contact with cleaner.
thoroughly with clear water.
instructions.
are raked.
b. Compliance with trade association standards.
d. Application of testing agency labels and seals.
a. Specification Section number and reference.
several products, mark copies to indicate applicable information.
c. Compliance with recognized testing agency standards.
e. Notation of dimensions verified by field measurement.
2. Submittals: The number of submittal copies will be determined by the DESIGNER at the
a. Unless noncompliance with Construction Documents is observed, the submittal serves as the
3. Distribution: It shall be the Builders responsibility to furnish copies to installers, subcontractors,
suppliers, and others required for performance of construction activities. Show distribution on
transmittal forms. Do not proceed with installation until a copy of Product Data is in the
a. Do not use unmarked Product Data for construction.
specified and identical with the material proposed. Mount Samples to facilitate review of qualities.
Mark each copy to show applicable choices and options. Where Product Data includes information on
D. Samples: Sub-contractor shall submit to the builder full-size Samples cured and finished as
C. Product Data: Collect Product Data into a single submittal for each element of construction.
final submittal.
1. Include the following:
Installer's possession.
1. Include the following information:
a. Manufacturer's written instructions.
f. Notation of coordination requirements.
pre-construction conference.
the Construction Documents. Do not reproduce Construction Documents or copy standard information.
2. Identification of products and materials included by sheet and detail number.
5. Notation of dimensions established by field measurement.
6. Review by the DESIGNER is for the limited purpose of assessing the submittal's general
conformance with the design concept of the project and general compliance with the plans and
specifications. Do no use shop drawings without an appropriate final stamp indicating action taken.
B. Shop Drawings: Submit newly prepared information drawn to scale. Promptly indicate deviations from
Include the following information:
3. Compliance with standards.
4. Notation of coordination requirements.
1. Dimensions.
1. Samples: For each color and texture of cast stone required.
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
B. Cast Stone Units: Provide units complying with ASTM C 1364.
1. Provide units that are resistant to freezing and thawing as determined by laboratory testing
according to ASTM C 666, Procedure A, as modified by ASTM C 1364.
2. Slope exposed horizontal surfaces at least 1:12, unless otherwise indicated.
3. Provide raised fillets at backs of sills and at ends indicated to be built into jambs.
4. Provide drips on projecting elements, unless otherwise indicated.
5. Cure units in totally enclosed curing room under dense fog and water spray at 95 percent
6. Yard cure units until the sum of the mean daily temperatures for each day equals or exceeds
7. Acid etch units to remove cement film from surfaces indicated to be finished.
D. Proprietary Acidic Cleaner: Manufacturer's standard-strength, general-purpose cleaner; expressly
approved for intended use by cast stone manufacturer and expressly approved by cleaner
manufacturer for use on cast stone and adjacent masonry materials.
E. Mortar Mixes: Comply with requirements in Division 4 Section "Unit Masonry."
relative humidity for 24 hours.
8. Colors and Textures: As selected by DESIGNER.
C. Anchors and Dowels: Hot-dip galvanized steel.
350 deg F.
2. Colored Mortar Samples: For each color required.
1. <Insert names of acceptable manufacturers.>
1.2 PRODUCTS
and specifications, California Residential Code requirements, manufacturer recommendations and
industry standards applicable to their work and that their work will be performed to the highest applicable
standards. Builder, Contractor and Subcontractor's further warrant that any concerns regarding the
requirement of the plans and specifications, and any inconsistency of conflicts with Code, manufacturer
or industry standards have been resolved prior to the fabrication of the work.
B. Submittals: In addition to Product Data, submit the following:
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
SECTION 04720 - CAST STONE
C. Governing Codes: All work shall comply with all applicable sections of the following code:
1.2 PRODUCTS (Not Applicable)
2. Administrative and supervisory personnel.
construction operations including, but not necessarily limited to, the following:
A. This Section includes the Builder, Contractor's, and Sub-Contractor requirements for coordinating
SECTION 01040 - COORDINATION
1.1 GENERAL
3. Cleaning and protection.
1. Coordination drawings.
END OF SECTION
1.3 EXECUTION (Not Applicable)
1.2 PRODUCTS (Not Applicable)
SECTION 01035 - MODIFICATION PROCEDURES
the Construction Documents, Specifications or Schedule.
1. Describe the proposed change. Indicate reasons for the change and the effect of the change on
Contractor may submit a request for a change to the Client and DESIGNER for approval.
C. Sub-Contractor-Initiated Proposals: When unforeseen conditions require modifications, the Sub-
include supplemental or revised Drawings and Specifications.
the Work that require adjustment to the Construction Documents or Specifications. The description may
B. Client-Initiated Change Orders: The DESIGNER will issue a written description of proposed changes in
A. Changes in the Work: The DESIGNER will issue instructions authorizing changes in the Work on the
DESIGNER's format.
1.2 COORDINATION
1.1 GENERAL
END OF SECTION
1.3 EXECUTION (Not Applicable)
Construction Documents, as dated, were prepared for this Garage Expansion
B. OWNER: Thea Lincoln
1. Project Location: 4100 E. 15th St., Long Beach, CA 90804
1.1 GENERAL
No construction shall begin until final FOR CONSTRUCTION sets have been issued by the DESIGNER.
SECTION 01010 - SUMMARY OF WORK
GENERAL NOTES
1. These plans are intended for use by only knowledgeable licensed contractors familiar with all
applicable building codes and other governmental requirements, and able and willing to provide
workmanship and materials of high quality. They shall be interpreted so as to incorporate all
applicable building codes and other governmental requirements. All ambiguities and doubts shall
be resolved, unless the DESIGNER specifies otherwise in writing, in favor of the construction or
material of the highest quality.
2. The Builder shall take full and final responsibility for constructing a final product of appropriate
quality and serviceability consistent with the information and requirements contained in the
Construction Documents or reasonably inferable therefrom, and/or contained in the requirements
of any governmental entity with jurisdiction over the Project; and in this regard the Builder shall
take full responsibility for all construction means, methods, techniques, sequences or procedures
including without limitation demolition, excavation and erection procedures; for safety precautions
and programs in connection with the Project; and for the timeliness or quality of all of the work
performed pursuant to this agreement. In this regard, the Builder shall indemnify to the fullest
extent allowed by law the Project's design team, and their respective officers, directors, principals
and employees, of and from any and all claims, liability and/or losses which are caused or
contributed to by the failure of the Builder to honor these obligations, including even liability
claims and/or losses involving any indemnities actual or alleged active negligence or design
defects, and excluding only any indemnities sole negligence or willful misconduct.
3. Any subcontractor which agrees to construct the project pursuant to these plans fully assumes
the risk of all errors and omissions which should have been detected by a careful review by a
knowledgeable licensed contractor, that which for any reason were not resolved during the bidding
or negotiation process. Further, the Builder shall carefully review these plans as the work
progresses in order to identify any significant errors and omissions and to ascertain all necessary
information before proceeding with the affected work, and assumes the risk of any and all loss,
including delay, which may be caused or contributed to by the failure to ascertain correct or
necessary information in a timely manner.
4. The Builder shall verify all conditions and dimensions in the field; and all questions as to
dimensions and field conditions shall be resolved before the affected work proceeds. No
dimensions shall be obtained by scaling these plans.
5. The general building permit and plan check fee shall be secured and paid for by the Builder.
All of the permits shall be taken out and paid for by the Builder or by such subcontractor as
the Builder may direct.
6. The Builder shall be responsible for providing and maintaining temporary water supply, light/power,
toilet facilities and job site office with telephone and fax machine.
7. The Builder shall furnish all laboratory tests, inspections and reports that are required by these
plans or by law.
8. The Builder shall provide shop drawing submittals for those aspects of the work identified roof
trusses, floor trusses; and each submittal shall contain five copies of the involved documentation.
9. No substitutions shall be submitted to the DESIGNER unless it has first been approved in writing
by the Owner.
10. All trades shall, at all times, keep the premises free from accumulation of waste materials
or rubbish caused by their work, and at the completion of the work shall remove all rubbish
from and about the job site and all their tools, scaffolding and surplus materials, and shall leave
the job broom clean, including removing all labels, stickers, paint smears, etc., from lighting
fixtures, plumbing fixtures, glass surfaces, finish hardware, cabinets, counter tops, etc.
END OF SECTION
END OF SECTION
END OF SECTION
1.1 GENERAL
END OF SECTION
1.1 GENERAL
END OF SECTION
1.1 GENERAL
1.3 EXECUTION
END OF SECTION
END OF SECTION
9. California Code Of Regulations, Title 24, Part 11
1. 2019 California Residential Code, Part 2.5 (2012 IRC)
3. 2019 California Electrical Code, Part 3 (2011 NEC)
4. 2019 California Mechanical Code, Part 4 (2012 UMC)
5. 2019 California Plumbing Code, Part 5 (2012 UPC)
6. 2019 California Energy Code, Title 24, Part 6
7. 2019 California Fire Code, Title 24, Part 9 (2012 IFC)
8. 2019 California Green Building Standards Code
3. Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1," for
2. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with
1. Hot-dip galvanize items indicated to be galvanized to comply with ASTM A 123 or
ferrous-metal items not indicated to be galvanized.
and Metal Products" for recommendations for applying and designating finishes. Shop prime
L. Finish metal fabrications after assembly. Comply with NAAMM's "Metal Finishes Manual for Architectural
coordinate assembly and installation with other work.
Miter corners and use concealed splices where possible. Provide cutouts, fittings, and anchorages;
J. Miscellaneous Steel Trim: Fabricate units with continuously welded joints and smooth exposed edges.
of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items.
structural-steel framework as necessary to complete the Work. Fabricate from structural steel
I. Miscellaneous Framing and Supports: Provide steel framing and supports that are not a part of
3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where
2. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide
K. Pipe Bollards: Fabricate from Schedule 40 steel pipe.
1. Weld corners and seams continuously. Use materials and methods that minimize distortion and
H. Fabrication, General: Use connections that maintain structural value of joined pieces. Shear and
G. Nonshrink, Nonmetallic Grout: Factory-packaged, non staining, non corrosive, non gaseous grout
Select fasteners for type, grade, and class required.
fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, where built into exterior walls.
F. Fasteners: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated
E. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying
primer complying with performance requirements in FS TT-P-664 and compatible with finish paint
D. Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal modified-alkyd
6. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either
with SSPC-Paint 20.
complying with ASTM C 1107.
punch metals cleanly and accurately. Remove burrs.
1. Extrusions: ASTM B 221, alloy 6063-T6.
systems indicated.
C. Aluminum: As follows:
5. Iron Castings: ASTM A 47, Grade 32510 malleable iron or ASTM A 48, Class 30 gray iron.
4. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless otherwise indicated.
3. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500.
A. General: Provide materials with smooth, flat surfaces without blemishes.
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals: In addition to Product Data, submit the following:
2. Bolts, Nuts and Screws: ASTM A 307 Grade A.
B. Ferrous Metals: As follows:
1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
1. Shop Drawings
SECTION 05500 - METAL FABRICATIONS
develop strength and corrosion resistance of base metals. Obtain fusion without undercut or
possible. Locate joints where least conspicuous.
overlap. Remove welding flux immediately. Finish exposed welds smooth and blended.
SSPC-SP 3, "Power Tool Cleaning."
ASTM A 153/A 153M as applicable.
shop painting.
weep holes.
shims as needed, hot-dip galvanized per ASTM A 153/A 153M.
ASTM A 47 malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and
1.1 GENERAL
1.2 PRODUCTS
Where not possible to repair, replace finish carpentry. Adjust joinery for uniform appearance.
G. Repair damaged or defective finish carpentry where possible to eliminate functional or visual defects.
manufacturer. Seal joints at inside and outside corners and at trim locations.
nails to penetrate more than one thickness of siding, unless otherwise recommended by siding
F. Siding: Install siding and flashing according to MANUFACTURER'S written instructions. Do not allow
wall for best match of adjacent units where grain character or color variations are noticeable.
E. Paneling: Install according to MANUFACTURER'S written instructions. Select and arrange units on each
from maximum lengths of lumber available. Stagger joints in adjacent and related trim.
D. Standing and Running Trim: Install with minimum number of joints practical, using full-length pieces
cuts as recommended by manufacturer.
where required for alignment. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal
C. Install finish carpentry plumb, level, true, and aligned with adjacent materials. Use concealed shims
surface preparation and application in Section 09900 - Painting
B. Prime and backprime lumber for painted finish exposed on the exterior. Comply with requirements for
E. Fasteners for Exterior Finish Carpentry: Provide nails of stainless steel, hot-dip galvanized steel, or
D. Preservative Treatment: Comply with NWWDA I.S. 4 for exterior finish carpentry to receive water-repellent
C. Hardwood Plywood: Comply with HPVA HP-1, "Interim Voluntary Standard for Hardwood and Decorative
B. Softwood Plywood: Comply with DOC PS 1, "U.S. Product Standard for Construction and Industrial Plywood."
with applicable grading rules of inspection agencies certified by American Lumber Standards Committee
A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," for lumber and
B. Refer to Structural Engineers drawings and calculations for all product requirements and specifications.
Cope at returns and miter at corners.
Install with uniform tight joints between units.
non corroding aluminum.
installation, for a minimum of 24 hours.
Board of Review.
preservative treatment.
1.2 PRODUCTS
SECTION 06200 - FINISH CARPENTRY
D. Anchor bollards in place with concrete footings. Support and brace bollards in position in footing
bearing members have been positioned and plumbed, tighten anchor bolts and pack with nonshrink,
C. Set bearing and leveling plates on cleaned surfaces using wedges, shims, or leveling nuts. After
Do not weld, cut, or abrade galvanized surfaces.
2. Fit exposed connections accurately together. Weld connections, unless otherwise indicated.
1. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,
Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true.
in-place construction. Perform cutting, drilling, and fitting required for installing metal fabrications.
B. Installation, General: Provide anchorage devices and fasteners for securing metal fabrications to
A. All welding used in fabrication and installation will conform to the standards of the AWS for its
G. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing
paint with the same material as used for shop painting.
F. Touch up shop paint after erection. Clean field welds, bolted connections, and abraded areas and
E. Fill bollards solidly with concrete, mounding top surface.
excavations until concrete has been placed and cured.
SECTION 06100 - ROUGH CARPENTRY
to comply with ASTM A 780.
nonmetallic grout.
masonry, or similar construction.
intended use.
1.3 EXECUTION
END OF SECTION
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
END OF SECTION
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
Plywood."
A. Condition finish carpentry to average prevailing humidity conditions in installation areas before
1.3 EXECUTION
END OF SECTION
2. 2019 California Building Code, Parts 2, 8 & 10 (2012 IBC)
A. The project consists of NO additional livable area to existing (1) single family dwelling with an existing (2) car garage.
Scope of work to include adding (1) tandem garage space to existing (2) car garage
SHEET
DRAWN BY
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
GENERAL NOTES
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A2.3
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:03 PM, AutoCAD PDF (General Documentation).pc3
performance requirements and specifies minimum design pressures.
G. Shop seal faces and edges of doors for transparent finish with stain (if required), other required
F. Shop prime exposed portions of doors for paint finish with one coat of wood primer specified in
D. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of
C. Glazing shall be per CRC Section R308.
1. Steel Doors: < INSERT MANUFACTURER'S NAME AND MODEL NUMBER >
methods; profiles and dimensions of individual components; data on hardware, accessories, and
size of window unit complies with performance requirements indicated. Test results based on
2. Test reports from a qualified independent testing agency indicating that each type, grade, and
finishes. Include recommendations for maintaining and cleaning exterior surfaces.
B. Emergency escape and rescue openings shall be per CRC Section R310.
use of down-sized test units will not be accepted.
manufacturer's standard window assemblies representing types, grades, classes, and sizes required for
thermal movement, wind loading, and impact loading without failure, as demonstrated by testing
C. Performance Requirements: Provide windows engineered, fabricated, and installed to withstand normal
1. Product Data for each type of window required, including construction details and fabrication
for water penetration, and ASTM E 330 for structural performance.
3. Test Procedures: Test window units according to ASTM E 283 for air infiltration, ASTM E 547
2. Size and location of window units are indicated on or can be determined from drawing.
E. Test Criteria: Testing shall be performed by a qualified independent testing agency based on the
AAMA 101, Section 3, "Optional Performance Classes."
Where required design pressure exceeds the minimum for the specified window grade, comply with
penetration, and structural performance for type, grade, and performance class of windows required.
D. Testing shall demonstrate compliance with requirements indicated in AAMA 101 for air infiltration, water
1. Design wind velocity at Project site.
F. Submittals: Submit the following to the Builder:
Project according to test methods indicated. Retain paragraph below. AAMA 101 establishes
following criteria:
1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.
B. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.
4. Garage Door to residence: 1 3/8" solid core with self-closing & self-latching devices. CRC R302.5.1
3. Exterior French Doors: 1 3/4" thick as selected by the Builder.
1. Exterior Doors: solid core as selected by the Builder.
2. Interior Doors: hollow core as selected by the Builder.
pretreatments, and first coat of finish as specified in Division 9 Section "Painting."
referenced quality standard for fitting. Comply with requirements of NFPA 80 for fire-rated doors.
E. Factory machine doors for hardware that is not surface applied.
in swing doors shall meet the requirements for safety glazing set forth in CRC R308.
C. Glazing in all ingress and egress doors, fixed and sliding panels of sliding door assemblies and panels
requirements for safety glazing as set forth in identified as "hazardous locations" CRC R308.4.
5. Wardrobe Doors: As selected by the Builder. Glazing in wardrobe doors shall meet the
Division 9 Section "Painting."
B. Products
B. Prime Finish: Manufacturer's standard, factory-applied coat of rust-inhibiting primer complying with
and frames.
2. Protection Removal: Immediately before final inspection, remove protective wrappings from doors
1. Prime-Coat Touchup: Sand smooth rusted or damaged areas of prime coat and apply touchup
ANSI A250.10 for acceptance criteria.
of compatible air-drying primer.
B. Adjusting and Cleaning:
D. Glazing in hazardous locations shall be per CRC Section R308.4.
A. Manufacturers: Subject to compliance with requirements, provide products by the following:
A. Install doors according to manufacturer's written instructions.
1.3 EXECUTION
END OF SECTION
B. Submittals: (Not applicable)
SECTION 08212 - WOOD DOORS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products as selected by the Builder.
1.3 EXECUTION
A. Install wood doors to comply with manufacturer's written instructions, referenced quality standard.
END OF SECTION
B. This Section includes Residential Grade aluminum windows of the performance class indicated.
SECTION 08520 - ALUMINUM WINDOWS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products as selected by the Builder.
the time of Substantial Completion.
3. Window units not meeting specified requirements and units having similar deficiencies shall
2. Water-Resistance Tests: Conduct according to requirements of ASTM E 1105. No water
shall not exceed 1.5 times the amount indicated.
1. Air-Infiltration Tests: Conduct according to requirements of ASTM E 783. Allowable infiltration
Testing shall be performed by a qualified independent testing agency.
C. Field Quality Control: Conduct on-site tests with window manufacturer's representative present.
1. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action.
sash. Anchor securely in place.
and other components. Set windows plumb, level, and true to line, without warp or rack of frames or
G. Protect installed aluminum windows to ensure that they are without damage or deterioration at
F. Clean glass of preglazed units promptly after installing windows.
and sealant compounds, dirt, and other substances. Lubricate hardware and other moving parts.
E. Clean aluminum promptly after installing windows. Avoid damage to finishes. Remove excess glazing
D. Adjust operating sash and hardware to provide tight fit at contact points and weatherstripping for
smooth operation and a weathertight closure.
be corrected.
leakage is permitted.
E. Finishes: Manufacturer applied baked white enamel finish.
hardware to accommodate screens in a tight-fitting removable arrangement with a minimum of
exposed fasteners and latches.
B. Installation: Comply with manufacturer's recommendations for installing window units, hardware, operators,
on inside or outside of window sash or ventilator, depending on window type. Design windows and
F. Insect Screens: Provide insect screens for each operable exterior sash or ventilator. Locate screens
1.3 EXECUTION
A. Inspection: Inspect openings before installation. Verify that rough opening is correct and sill plate is level.
END OF SECTION
F. Insect Screens: Provide insect screens for each operable exterior sash or ventilator. Locate screens
hardware to accommodate screens in a tight-fitting removable arrangement with a minimum of exposed
fasteners and latches.
on inside or outside of window sash or ventilator, depending on window type. Design windows and
E. Finishes: Manufacturer finish color to be white.
G. Manufacturer: Company specializing in manufacturing extruded tubular vinyl windows with welded corners
and a minimum five years documented experience.
1. ASTM E 283-91 Test method for infiltration rate of air leakage through exterior windows, curtain
walls, and doors under specified pressure differences across the specimen.
2. ASTM E 330-90 Test method for structural performance of exterior windows, and doors by
3. ASTM E 547-93 Test method for water penetration of exterior windows, curtain walls, and doors
E. Comply with manufacturer's instructions for protection of units from damage.
F. Deliver in manufacturer's protective packaging.
D. Windows to meet performance standards for:
uniform static air pressure difference.
by cyclic static air pressure differential.
1. Shop fabricated tubular extruded PVC (Poly Vinyl Chloride) fixed sash and operating units.
Manufacturer's Association).
2. Glass and glazing, operating hardware and other accessories.
D. Glazing in hazardous locations shall be per CRC Section R308.4.
B. Emergency escape and rescue openings shall be per CRC Section R310.
C. Glazing shall be per CRC Section R308.
SECTION 08620 - POLY VINYL CHLORIDE (PVC) ARCHITECTURAL WINDOWS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. This Section Includes:
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products as selected by the Builder.
3. Apply single layer of insulation to produce thickness indicated, unless multiple layers are
tightly around obstructions and fill voids with insulation. Remove projections that interfere
2. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit
1. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time
1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's standard
A. General: Provide insulating materials that comply with requirements by the Model Energy Consultant's
authorities having jurisdiction. Identify materials with appropriate markings of applicable testing
ASTM E 119, or ASTM E 136 by UL or another testing and inspecting agency acceptable to
response characteristics indicated as determined by testing identical products per ASTM E 84,
C. Fire Test Response Characteristics: Provide insulation and related materials with the fire test
otherwise shown or required to make up total thickness.
with placement.
and inspecting agency.
B. Provide R-values as indicated in the Model Energy Consultant's calculations.
to ice and snow.
and application indicated.
thicknesses, widths, and lengths.
calculations and with referenced standards.
SECTION 07210 - BUILDING INSULATION
B. Clean substrates of projections and substances detrimental to application. Cover knotholes or
by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual."
D. Installation: Comply with manufacturer's written instructions but not less than those recommended
B. Colors, Blends, and Patterns: Where manufacturer's standard products are indicated, provide
will permit Work to be installed in compliance with manufacturer's recommendations and when
1. Weather Conditions: Proceed with Work only when existing and forecasted weather conditions
H. Replace damaged materials installed under this Section with new materials that meet specified requirements.
manufacturer. Cut and fit shingles at valleys, ridges, and edges to provide maximum weather
the desired weather exposure pattern with number of fasteners per shingle as recommended by
G. Shingles: Install shingles, beginning at roof's lower edge, with a starter strip. Fasten shingles in
Roofing" section of "The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual."
F. Flashing: Install metal flashing and trim according to details and recommendations of the "Asphalt
have been installed and are securely fastened against movement.
E. Valleys: Comply with ARMA and NRCA recommendations.
protection. Provide same weather exposure at ridges as specified for roof.
substrate is completely dry.
conditions affecting performance of Work of this Section. Do not proceed with installation until
unsatisfactory conditions have been corrected.
other minor voids in substrate with sheet metal flashing secured with noncorrosive roofing nails.
C. Coordinate installation with flashing, gutters, and other adjoining Work to ensure proper sequencing.
Do not install roofing materials until all vent stacks and other penetrations through roof sheathing
roofing tiles that match the color schedule.
D. Project Conditions
1. Product data for each type of product specified, including details of construction relative to
2. Samples for verification purposes in form of two full-size units of each type of roof tile required.
products identical to those that have passed tests according to ASTM D 3161 or UL 997.
2. Wind-Resistance-Test Characteristics: Where wind-resistant shingles are indicated, provide
or UL 790 and listed by UL or another testing and inspecting agency acceptable to
1. Fire-Test-Response Classification: Provide shingles classified according to ASTM E 108
C. Quality Assurance: Identify each bundle of shingles with appropriate markings of applicable testing
materials, dimensions of individual components, profiles, textures, and colors.
and inspecting agency.
authorities having jurisdiction.
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals: (Not Applicable)
1.2 PRODUCTS
1.3 EXECUTION
A. Installation, General: Comply with insulation manufacturer's written instructions applicable to products
END OF SECTION
SECTION 07311 - COMPOSITION SHINGLES
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals as follows:
1.2 PRODUCTS
A. Provide composition shingles manufactured by <SELECT MANUFACTURER AND NER. REPORT NO.>:
1.3 EXECUTION
A. Examine substrate for compliance with requirements for substrates, installation tolerances, and other
END OF SECTION
D. Clean exposed metal and plastic surfaces according to manufacturer's instructions. Touch up damaged
C. Cap Flashing: Where cap flashing is required as a component of the skylight, install to provide an
B. Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with
capable of interfering with their adhesion are removed from joint substrates.
3. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants
2. Joint Width Conditions: Do not proceed with installation of joint sealers where joint widths are
c. When joint substrates are wet due to rain, frost, condensation, or other causes.
b. When ambient and substrate temperature conditions are outside the limits permitted by
a. When ambient and substrate temperature conditions are outside the limits permitted by
1. Environmental Conditions: Do not proceed with installation of joint sealers under the following
deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.
2. Store and handle materials in compliance with manufacturer's written instructions to prevent their
about manufacturer, product name and designation, color, expiration period for use, pot life,
1. Deliver materials to Project site in original unopened containers or bundles with labels informing
metal coatings. Clean and polish plastic skylight units, inside and out, not more than 5 days prior to
of mastic sealant, unless overlap is indicated to be left open for ventilation.
adequate waterproof overlap with roofing or roof flashing (as counterflashing). Seal with a thick bead
5; non staining, nonbleeding, nonsagging, color as selected;
nonbleeding, color as selected; THC-900 manufactured by Tremco, or equal.
particles when mixed; Shore A hardness of minimum 25 and maximum 35; non staining,
range of 40 to 80 degrees F; uniform, homogeneous, and free from lumps, skins, and coarse
movement of up to 25 percent of joint width and satisfactorily applied throughout a temperature
application in horizontal joints; capable of being continuously immersed in water, withstand
2. Type II sealant: Polyurethane base, multi-component, chemical curing; self-leveling type for
applied throughout a temperature range of 40 to 80 degrees F; shore A hardness of maximum
immersed in water, withstand movement of up to 7.5 percent of joint width and satisfactorily
1. Type I sealant: Acrylic base, single component, solvent curing; capable of being continuously
one another and with joint substrates under conditions of service and application, as demonstrated by
13. Equipment Support Flashing:
I. Equipment Support Flashing: Coordinate installation with roofing and equipment installation. Weld or
H. Counterflashings: Coordinate installation with installation of assemblies to be protected by counterflashing.
G. Separations: Separate non compatible metals or corrosive substrates with a coating of asphalt mastic
F. Seams: Fabricate non moving seams in aluminum with flat-lock seams. Form seams and seal with
E. Seams: Fabricate non moving seams in sheet metal with flat-lock seams. Tin edges to be seamed,
Install counterflashings in reglets or receivers. Secure in a waterproof manner by means of snap-in
Lap counterflashing joints a minimum of 2 inches and bed with sealant.
installation and sealant, lead wedges and sealant, interlocking folded seam, or blind rivets and sealant.
or other permanent separation as recommended by manufacturer.
D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant
C. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets
B. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement
to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant.
to be soldered to a width of 1-1/2 inches, except where pretinned surface would show in finished Work.
inch deep, filled with mastic sealant (concealed within joints).
weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1
lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently
joints at maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where
A. Installation: Comply with manufacturer's written instructions and SMACNA's "Architectural Sheet Metal
F. Shop Finish: All galvanized metal should be shop primed with 1 coat of zinc dust zinc-oxide primer
1. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM Loss Prevention
joints, and seams permanently watertight and weatherproof; conceal fasteners where possible.
Manual" allow for thermal expansion; set true to line and level as indicated. Install Work with laps,
J. Roof-Penetration Flashing: Coordinate installation with roofing and installation of items penetrating roof.
form seams, and solder.
seal flashing to equipment support member.
epoxy seam sealer. Rivet joints for additional strength.
1. Do not solder aluminum.
Data Sheet 1-49 for specified wind zone.
over all surfaces.
15. Color and Gloss: Match DESIGNER's color schedule.
14. Roof-Penetration Flashing:
2. General Electric Co.
1. Dow Corning.
C. Colors: Provide colors of exposed joint sealers to match adjacent surfaces.
Sonolac manufactured by Sonneborn Chemstruction systems, or equal.
D. Sealant Materials
testing and field experience.
3. Tremco.
C. Project Conditions:
incorporated to the project include, but are not limited to:
less than allowed by joint sealer manufacturer for application indicated.
joint sealer manufacturer or below 40 deg F (4.4 deg C).
joint sealer manufacturers written instructions.
conditions:
E. Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet
Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated.
9. Clips, Straps, Anchoring Devices, and Similar Accessories: Compatible with material being installed.
8. Adhesives: Type recommended for waterproof and weather-resistant seaming and adhesive.
7. Epoxy Seam Sealer: 2-part, non corrosive, aluminum seam-cementing compound.
6. Elastomeric Sealant: As specified in Division 7 Section "Joint Sealants."
5. Mastic Sealant: Polyisobutylene; non hardening, non skinning, nondrying, non migrating sealant.
4. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based.
2. Fasteners: Noncorrosive metal. Match finish of exposed heads with material being fastened.
B. Galvanized Steel Sheet: ASTM A 526, G 90, commercial quality, or ASTM A 527, G 90, lockforming
quality, hot-dip galvanized, mill phosphatized where indicated for painting; not less than 0.0396 inch
4. Scuppers:
3. Conductor Heads:
2. Downspouts:
1. Gutters:
5. Exposed Trim, Gravel Stops
12. Eave Flashing:
11. Drip Edges:
10. Valley Flashing:
9. Flashing Receivers:
8. Counterflashing:
7. Base Flashing:
6. Copings:
1. Through-Wall Flashing
7. Changes of surfaces.
3. Roof Flashing
2. Reglets
6. Penetrations through horizontal surfaces.
thick, unless otherwise indicated.
5. Through the wall beam and outlooker projections.
4. Door and Window Flashing
D. Miscellaneous Materials and Accessories as follows:
1. Solder: ASTM B 32, Grade Sn50.
C. Reglets: Profile indicated; 0.0187-inch- thick stainless steel.
3. Asphalt Mastic: SSPC-Paint 12, asbestos free, solvent type.
date of Substantial Completion.
curing time, and mixing instructions for multicomponent materials.
2. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by
a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection
ratings indicated, based on testing according to NFPA 252.
1. Comply with ANSI A 250.8, unless more stringent requirements are indicated.
Gypsum board to dissimilar material.
Horizontal joints in floors and paving.
Gypsum board to gypsum board.
Glass to metal.
Metal to metal.
1. Type I:
2. Type III:
3. Type I:
4. Type I:
5. Type II:
Masonry to masonry.
Masonry to metal.
6. Type III:
7. Type III:
Wood to masonry
9. Type I:
10.Type I:
Wood to wood.
Wood to metal.
8. Type I:
joint configuration, installation tolerances and other conditions affecting joint sealer performance.
sealer, including dust; paints, except for permanent, protective coatings tested and approved for
sealant adhesion and compatibility by sealant manufacturer; oil; grease; waterproofing; water
surfaces,, by brushing, grinding, blast cleaning, mechanical abrading, acid washing or a
combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealers. Remove loose particles remaining from above cleaning
B. Surface cleaning of joints: Clean out joints immediately before installing joint sealers to comply with
1. Remove all foreign material from joint substrates which could interfere with adhesion of joint
2. Clean concrete, masonry, unglazed surfaces of ceramic tile and similar porous joint substrate
surfaces by chemical cleaners or other means which are not harmful to substrates or leave
contacting and fully wetting joint substrates, completely filling recesses provided for each
joint configuration and providing uniform, cross-sectional shapes and depths relative to
4. Clean metal, glass, porcelain enamel,, glazed surfaces of ceramic tile and other non-porous
1. General: Comply with joint sealer manufacturer's printed installation instructions applicable to
a. Installation of Sealants: Install sealants by proven techniques that results in sealants directly
or curing begins, tool sealants to form smooth, uniform beads of configuration indicated,
to eliminate air pockets and to ensure contact and adhesion of sealant with sides of joint.
Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents which
or from damage resulting from construction operations or other causes so that they are without
deterioration or damage at time of substantial completion. If, despite such protection, damage
or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately
and with cleaning materials approved by manufacturers of joint sealers and of products in which
and reseal joints with new materials to produce joint sealer installations with repaired areas
b. Tooling of Nonsag Sealants: Immediately after sealant application and prior to time skinning
3. Protect joint sealers during and after curing period from contact with contaminating substances
4. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods
products and applications indicated, except where more stringent requirements apply.
2. Installation of Sealant Backings: Install sealant backing to comply with the following requirements:
discolor sealants or adjacent surfaces or are not approved by sealant manufacturer.
indistinguishable from original work.
joint widths which allow optimum sealant movement capability.
JOINT SEALER SCHEDULE:
joints occur.
recommendations of joint sealer manufacturers and the following requirements:
residues capable or interfering with adhesion of joint sealers.
C. Installation Of Joint Sealers:
repellents; water; surface dirt and frost.
3. Remove laitance and form release agents from concrete.
operations by vacuuming or blowing out joints with oil-free compressed air.
3. Type III Sealant: Polyurethane base, multi-component, chemical curing; non-sagging type for
application in vertical joints; withstand movement of up to 40 percent of joint width and
satisfactorily applied throughout a temperature range of 40 to 80 degrees F; Shore A hardness
of minimum 25 and maximum 35; nonsagging, nonbleeding, color as selected, Dymeric
1. General: Provide sealant backings of material and type which are non-staining; are compatible
with joint substrates, sealants, primers and other joint fillers; and are approved for applications
indicated by sealant manufacturer based on field experience and laboratory testing.
2. Plastic Foam Joint-Fillers: Preformed, compressible, resilient, non-waxing, non-extruding strips
of plastic foam of material indicated below, and of size, shape and density to control sealant
3. Either flexible, open cell polyurethane foam or non-sagging, closed-cell polyethylene foam, unless
4. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant
manufacturer for preventing bond between sealant and joint filler or other materials at back (3rd)
1. Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint sealer-substrate
manufacturer of sealant and sealant backing materials which are not harmful to substrates and
3. Masking Tape: Provide non-staining, non-absorbent type compatible with joint sealants and to
2. Cleaners for Nonporous Surfaces: Provide non-staining, chemical cleaner of type acceptable to
otherwise indicated, subject to approval of sealant manufacturer.
depth and otherwise contribute to producing optimum sealant performance.
surface of joint. Provide self-adhesive tape where applicable.
adjacent nonporous materials.
surfaces adjacent to joints.
F. Miscellaneous Materials:
and field tests.
1.3 - EXECUTION
manufactured by Tremco, or equal.
E. Joint Sealant Backing:
SECTION 07620 - SHEET METAL FLASHING AND TRIM
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals: (Not Applicable)
1.2 PRODUCTS
A. Provide sheet metal flashing and trim for the following:
1.3 EXECUTION
END OF SECTION
END OF SECTION
B. Delivery, Storage, And Handling:
SECTION 07900 - JOINT SEALERS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, manufacturers providing products which may be
A. Require Installer to inspect joints indicated to receive joint sealers for compliance with requirements for
END OF SECTION
B. Quality Assurance:
SECTION 08110 - STEEL DOORS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
nailing on backup strips, splined-connection strips, and similar associated trim and framing
details, attachment devices, and other components.
1. Shop drawings showing location of each item, dimensioned plans and elevations, large scale
D. Submittals: In addition to product data, submit the following:
rough framing associated with stairwork are specified in Section 06100 - "Rough Carpentry."
C. Rough carriages for stairs are a part of interior architectural woodwork. Platform framing and other
hanging strips unless concealed within other construction prior to woodwork installation.
B. Interior architectural woodwork includes wood furring, blocking, shims, base, case, finish moldings, and
SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK
G. Stairwork and Rails: Cut carriages to accurately fit treads and risers and securely anchor to
supporting substrates. Glue treads to risers, and glue and screw treads and risers to carriages.
Glue and wedge treads and risers to housed stringers. Glue and dowel or pin balusters to treads and
railings, and railings to newel posts as required per manufacturer printed installation instructions.
B. Install woodwork to comply with AWI Section 1700 for the same grade specified above for type of
C. Install woodwork to comply with WIC Section 26 for the same grade specified above for type of
1. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with
concealed shims. Install to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm).
2. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged
D. Standing and Running Trim: Install with minimum number of joints, using full-length pieces to the
greatest extent possible. Stagger joints in adjacent and related members. Fill gaps, if any, between
top of base and wall with plastic wood filler and sand smooth.
E. Tops: Anchor securely to base units. Seal space between backsplash and wall.
F. Paneling: Anchor paneling to supporting substrate with concealed panel-hanger clips and by blind
E. AWI Quality Standard: Comply with "Architectural Woodwork Quality Standards" of the Architectural
F. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet-work is
completed, and HVAC system is operating and will maintain temperature and relative humidity at
occupancy levels during the remainder of the construction period.
A. Woodwork fabricators: Subject to compliance with requirements provide Architectural cabinets as selected
woodwork involved.
woodwork involved.
by the Builder.
finish at cuts.
Woodwork Institute.
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
1.3 EXECUTION
A. Preparation: Condition woodwork to average prevailing humidity conditions in installation areas, and
examine and complete work as required, including back priming and removal of packing, before installing.
END OF SECTION
SHEET
DRAWN BY
CHECKED BY
DATE
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
GENERAL NOTES
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A2.4
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:04 PM, AutoCAD PDF (General Documentation).pc3
J. Extend carpet into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges,
M. Perform the following operations immediately after installing carpet:
L. Install carpet cushion seams at 90-degree angle with carpet seams.
K. Install pattern parallel to walls and borders.
3. Vacuum carpet using commercial machine with face-beater element.
1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner recommended
2. Remove yarns that protrude from carpet surface.
by carpet manufacturer.
alcoves, and similar openings.
G. Stair Installation: Comply with CRI 104, Section 12, "Carpet on Stairs."
F. Stretch-in Installation: Comply with CRI 104, Section 11, "Stretch-in Installation."
H. Comply with carpet manufacturer's written recommendations for seam locations and direction of
E. Hook-and-Loop Installation: Comply with CRI 104, Section 10.5, "Hook and Loop Technology."
D. Remove coatings, including curing compounds, and other substances that are incompatible with
C. Use trowelable leveling and patching compounds, according to manufacturer's written instructions,
B. Preparation: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and carpet
free of curing compounds, sealers, hardeners, and other materials that may interfere with
adhesives and that contain soap, wax, oil, or silicone, without using solvents.
that may interfere with adhesive bond or show through surface.
carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams under
manufacturer's written installation instructions for preparing substrates indicated to receive carpet.
2. For wood subfloors, verify underlayment surface is free of irregularities and substances
moisture tests recommended by carpet manufacturer and carpet cushion manufacturer.
adhesive bond. Determine adhesion and dryness characteristics by performing bond and
the door in closed position.
to fill cracks, holes, and depressions in substrates.
1. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and slabs are dry and
Verify that substrates and conditions are satisfactory for carpet installation and comply with
content, alkalinity range, installation tolerances, and other conditions affecting carpet performance.
the Work will be as selected by the Interior Designer in the Interior Design drawings and specifications.
with adhesive and concrete slabs have pH range recommended by carpet manufacturer.
requirements specified.
I. Cut and fit carpet to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including
cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by
carpet manufacturer.
1. Level adjoining border edges.
B. Do not install carpet over concrete slabs until slabs have cured and are sufficiently dry to bond
SECTION 09680 - CARPET
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Available Products: Subject to compliance with requirements, carpets that shall be incorporated into
1.3 EXECUTION
A. Examine substrates, areas, and conditions for compliance with requirements for maximum moisture
END OF SECTION
D. Clean and protect sheet vinyl floor coverings according to manufacturer's written recommendations.
C. Installation: Comply with sheet vinyl floor covering manufacturer's written installation instructions
B. Preparation: Comply with sheet vinyl floor covering manufacturer's written installation instructions
a. Maintain uniformity of sheet vinyl floor covering direction.
1. Lay out sheet vinyl floor coverings to comply with the following requirements:
for preparing substrates indicated to receive sheet vinyl floor coverings.
inspections intended to establish date of Substantial Completion in each area of Project.
Clean floor coverings after installation and not more than 4 days before dates scheduled for
3. Hand roll sheet vinyl floor coverings in both directions from center out to embed floor
2. Heat-Welded Seams: Rout joints and heat weld with welding bead, permanently fusing
c. Match edges of sheet vinyl floor coverings for color shading and pattern at seams.
areas, and not less than 6 inches away from parallel joints in flooring substrates.
b. Arrange for a minimum number of seams and place them in inconspicuous and low-traffic
coverings in adhesive and eliminate trapped air.
sections into a seamless floor covering.
d. Avoid cross seams.
conditions are satisfactory for floor covering installation and comply with requirements specified.
with Installer present, for compliance with manufacturer's requirements. Verify that substrates and
A. Examine substrates, areas, and conditions where installation of sheet vinyl floor coverings will occur,
1.3 EXECUTION
END OF SECTION
and construction identical to those of assemblies whose STC ratings were determined according to
ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency.
d. Edges: Tapered.
1. Gypsum Wallboard: ASTM C 36, in thickness indicated.
c. Type: Sag-resistant type for ceiling surfaces.
provide gypsum board assemblies that are identical to assemblies tested for fire resistance according
to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.
butt joints in each area indicated to receive gypsum board application.
a. Type: Regular for vertical surfaces, unless otherwise indicated.
b. Type: Type X where required for fire-resistance-rated assemblies.
e. Proprietary Gypsum Board Products: Subject to compliance with requirements,
provide one of the following products where proprietary gypsum wallboard is indicated:
SHEETROCK Brand Gypsum Panels, FIRECODE C Core; United States Gypsum Co.
2. Exterior Gypsum Soffit Board: ASTM C 931, with manufacturer's standard edges, in
B. Gypsum Board Products: Types indicated in maximum lengths available that will minimize end-to-end
C. Fire-Test-Response Characteristics: Where fire-resistance-rated gypsum board assemblies are indicated,
thickness indicated.
a. Type: Regular, unless otherwise indicated.
a. Type: Regular, unless otherwise indicated.
b. Type: Type X where required for fire-resistance-rated assemblies and where indicated.
3. Water-Resistant Gypsum Backing Board: ASTM C 630, in thickness indicated.
b. Type: Type X where required for fire-resistance-rated assemblies and where indicated.
or zinc-coated (galvanized) steel sheet. Provide cornerite or stripite form as required.
1) Metal lath.
compatible with base coat and finish texture indicated. Provide color to match DESIGNER's sample.
but maintain lateral support.
1. Frame both sides of control joints independently and do not bridge joints with furring and
D. Metal Lath: Install metal lath where plaster base coats are required. Provide appropriate type,
configuration, and weight of metal lath selected from materials indicated that comply with
ML/SFA 920, "Guide Specifications for Metal Lathing and Furring," and with ASTM C 1063.
1. Suspended and furred ceilings using 3.4-lb/sq. yd. minimum weight, diamond-mesh lath.
2. Vertical metal framing and furring using 3.4-lb/sq. yd. minimum weight, diamond-mesh
3. Ceramic-tile setting beds using 3.4-lb/sq. yd. minimum weight, diamond-mesh lath.
4. Exterior sheathed wall surfaces using 3.4-lb/sq. yd. minimum weight, self-furring, diamond
plaster, removing loose material and substances that may impair the Work.
1. Etch concrete and concrete unit masonry surfaces indicated for direct plaster application to
2. Apply bonding agent on concrete and concrete unit masonry surfaces indicated for direct
3. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces;
M. Mixes and Compositions: Comply with ASTM C 926 for base- and finish-coat mixes as applicable.
1. Factory-Prepared Finish Coat: Add water only; comply with finish coat manufacturer's
N. Mixing: Mechanically mix proportioned cementitious and aggregate materials with water to comply with
applicable referenced application standard and with recommendations of plaster manufacturer.
Specifications for Metal Lathing and Furring," and with ASTM C 1063.
B. Install supplementary framing, blocking, and bracing at terminations in work and for support of fixtures,
equipment services, heavy trim, grab bars, handrails, furnishings, and similar work to comply with
details indicated or, if not otherwise indicated, to comply with applicable written instructions of lath
C. Isolation: Where lathing and metal support systems abut building structure horizontally and where
partition or wall abuts overhead structure, sufficiently isolate from structural movement to prevent
transfer of loading from building structure. Install slip- or cushion-type joints to absorb deflections
and furring manufacturer.
to not less than 6 nor more than 10 parts water.
L. Finish Coat: Material and color as selected by the DESIGNER:
2. Factory-Prepared Finish Coat: Factory-packaged blend of portland cement, lime, aggregate, and
1. Job-Mixed Finish Coat: ASTM C 926.
I. Bonding Agent: ASTM C 932.
1. Portland cement, ASTM C 150, Type I.
K. Base-Coat Aggregate: ASTM C 897, sand.
G. Water for Mixing and Finishing Plaster: Potable.
H. Lime: ASTM C 206, Type S; ASTM C 207, Type S.
J. Base-Coat Cements: White or gray, as required.
7. Casing Beads: Square-edged style, fabricated from aluminum coated with clear plastic,
8. Curved Casing Beads: Square-edged style, fabricated from aluminum coated with clear
9. Control Joints: Aluminum coated with clear plastic and adjustable for joint widths from
10. Foundation Sill (Weep) Screed: Fabricated from zinc-coated (galvanized) steel sheet.
D. Asphalt-Saturated Felt: ASTM D 226, Type I (No. 15), nonperforated.
E. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers, 1/2 inch long, free of
contaminates, manufactured for use in portland cement plaster.
F. Acid-Etching Solution: Muriatic acid (10 percent solution of commercial hydrochloric acid) mixed 1 part
11. Steel Drill Screws: ASTM C 1002.
4. Surface Conditioning: Immediately before plastering, dampen surfaces indicated for direct
sash. Anchor securely in place.
E. Wash down surfaces with solution of mild detergent in warm water, applied with soft, clean wiping cloths.
Take care to remove dirt from corners. Wipe surfaces clean.
F. Clean glass of pre-glazed units promptly after installing windows.
D. Adjust operating sash and hardware to provide tight fit at contact points and weatherstripping for
C. Field Quality Control: Conduct on-site tests with window manufacturer's representative present.
Testing shall be performed by a qualified independent testing agency.
1. Air-Infiltration Tests: Conduct according to requirements of ASTM E 783. Allowable infiltration
shall not exceed 1.5 times the amount indicated.
3. Window units not meeting specified requirements and units having similar deficiencies shall
2. Water-Resistance Tests: Conduct according to requirements of ASTM E 1105. No water
1. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action.
smooth operation and a weather tight closure.
G. Do not use petroleum distillates to clean windows.
leakage is permitted.
be corrected.
B. Installation: Comply with manufacturer's recommendations for installing window units, hardware, operators,
and other components. Set windows plumb, level, and true to line, without warp or rack of frames or
obtain adequate suction and mechanical bond of plaster (where dash coat, bonding agent, or
plaster application; comply with manufacturer's written instructions for application.
plaster application, except where a bonding agent has been applied. Moisten to obtain
coordinate with scratch-coat work.
optimum suction for plastering.
lath and cold-rolled channel stud framing.
additive is not used).
mesh lath.
lath or accessories.
H. Finish Coats: As follows:
2. Trowel-Textured Finish: Finish coat with hand-troweled-textured finish to match DESIGNER's sample.
1. Float Finish: Apply finish coat to a minimum thickness of 1/8 inch to completely cover base
from damage or deterioration until Substantial Completion.
completed, remove unused materials, containers, equipment, and plaster debris. Protect plaster work
K. Cleaning and Protecting: Remove plaster from other surfaces not to be plastered. When plastering is
replace work as necessary to comply with required visual effects.
buckles, check cracking, dry outs, efflorescence, excessive pinholes, and similar defects. Repair or
items that are built into or penetrate plaster surfaces. Repair or replace work to eliminate blisters,
J. Cutting and Patching: Repair cracks and indented surfaces. Point-up finish plaster surfaces around
time between coats and curing in "Annex A2 Design Considerations."
I. Moist-cure plaster base and finish coats to comply with ASTM C 926, including written instructions for
coat, uniformly floated to a true even plane with fine-textured finish matching DESIGNER's sample.
2) Monolithic concrete.
b. Two Coats: Over the following bases:
1) Concrete unit masonry.
b. Cement Color: Pigmented, factory-packaged standard product consisting of white or gray
cement combined with colorfast mineral pigments to match DESIGNER's sample.
c. Finish-Coat Aggregate: ASTM C 897, manufactured or natural sand, in color matching
DESIGNER's sample.
written instructions.
a. Portland cement, ASTM C 150, Type I.
with short or expanded flanges to suit kinds of plaster bases indicated.
plastic, preformed into curve of radius indicated.
1/8 to 5/8 inch.
C. Fire-Test-Response Characteristics: Where indicated, provide materials and construction identical to
B. Expanded-Metal Lath: ASTM C 847, diamond mesh, flat or self-furring configuration and with minimum
C. Accessories: Comply with material provisions of ASTM C 1063 and the requirements indicated
below; coordinate depth of accessories with thicknesses and number of plaster coats required.
those tested per ASTM E 119.
3.4-lb/sq. yd. weight.
1. Aluminum Components: ASTM B 221 for alloy and temper 6063-T5 or aluminum extrusions
2. Galvanized Steel Components: Fabricated from zinc-coated (galvanized) steel sheet complying
3. Zinc-Alloy Components: ASTM B 69, 99 percent pure zinc.
4. Plastic Components: ASTM D 4216, high-impact polyvinyl chloride (PVC) for building products.
5. Metal Cornerbeads: Fabricated from zinc-coated (galvanized) steel.
6. Strip Reinforcement: Smooth-edge strips of expanded-metal lath fabricated from uncoated
for provision and location of plaster accessories of type indicated. Install accessories of type indicated
F. Installation of Plastering Accessories: Comply with referenced lathing and furring installation standards
materials.
3. Plaster flush with metal frames and other built-in metal items or accessories that act as a
2. Tolerances: Do not deviate more than plus or minus 1/8 inch in 10 feet from a true plane in
dirty, or contaminated by foreign materials. Do not use excessive water in mixing and applying plaster
neither will be damaged by installation of other. Do not use materials that are frozen, caked, lumpy,
G. Plaster Application: Sequence plaster application with installation and protection of other work so that
3. Control Joints: Install at locations indicated or, if not indicated, at locations complying with the
2. Terminations of Plaster: Install casing beads, unless otherwise indicated.
at following locations:
1. External Corners: Install corner reinforcement at external corners.
finished plaster surfaces, as measured by a 10-ft. straightedge placed at any location on surface.
1. Plaster Application Standard: Apply plaster materials, composition, mixes, and finishes indicated
e. Where plaster panel sizes or dimensions change, extend joints full width or height of
d. Horizontal Surfaces: Not more than 100 sq. ft. in area.
b. Distance between Control Joints: Not to exceed 18 feet in either direction or a
a. Where an expansion or contraction joint occurs in surface of construction directly behind
to comply with ASTM C 926.
plaster membrane.
c. Wall Areas: Not more than 144 sq. ft..
length-to-width ratio of 2-1/2 to 1.
plaster membrane.
following criteria:
6. Number of Coats: Apply plaster in 2 or 3 coats as indicated below or as shown.
5. Thickness: As indicated or as required by ASTM C 926.
4. Corners: Make internal corners and angles square; finish external corners flush with cornerbeads
casing beads, cut base coat free from metal frame before plaster sets and groove finish coat
on interior work, square and true with plaster faces on exterior work.
at junctures with metal.
a. Three Coats: Over the following plaster base:
plaster ground, unless otherwise indicated. Where plaster is not terminated at metal frame by
with ASTM A 653, G40 minimum coating designation.
with similar properties.
with referenced standards and recommendations of gypsum board manufacturer.
3. Steel drill screws of size and type recommended by unit manufacturer for fastening cementitious
2. Steel drill screws complying with ASTM C 1002 for the following applications:
a. Fastening gypsum board to wood members.
2. Ceilings: Light orange-peel texture.
1. Walls: Light orange-peel texture.
4. Gypsum Board Nails: ASTM C 514.
b. Fastening gypsum board to gypsum board.
1. Fastening Adhesive for Wood: ASTM C 557.
K. Texture Finish: As follows:
backer units.
C. Cementitious Backer Units: ANSI A118.9 in maximum lengths available to minimize end-to-end butt joints.
G. Joint Treatment Materials: Provide joint treatment materials complying with ASTM C 475 and the
F. Aluminum Accessories: Where indicated, provide manufacturer's standard extruded-aluminum
E. Accessories for Exterior Installations: Cornerbead, edge trim, and control joints formed from steel
D. Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with
ASTM C 1047, formed metal or plastic, with metal complying with the following requirement:
4. Joint Compound for Cementitious Backer Units: Material recommended by cementitious
complying with the following requirements for formulation and intended use.
3. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based products
2. Joint Tape for Cementitious Backer Units: As recommended by cementitious backer unit
gypsum board and joint treatment materials for the application indicated.
reinforcing tape with compatible joint compound where recommended by manufacturer of
1. Joint Tape for Gypsum Board: Subject to compliance with requirements, provide joint
recommendations of both the manufacturers of sheet products and of joint treatment materials
1. Primed Finish: Manufacturer's standard corrosion-resistant primer compatible with joint
sheet zinc coated by hot-dip process or rolled zinc complying with ASTM C 1047.
1. Steel sheet zinc coated by hot-dip process or rolled zinc.
for each application indicated.
a. Ready-Mixed Formulation: Factory-mixed product.
compound and finish materials specified.
accessories of profile indicated.
J. Miscellaneous Materials: Provide auxiliary materials for gypsum board construction that comply
I. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, non hardening, non skinning,
non staining latex sealant complying with ASTM C 834 that is effective in reducing airborne sound
non staining, gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to
testing representative assemblies according to ASTM E 90.
transmission through perimeter joints and openings in building construction as demonstrated by
reduce transmission of airborne sound.
H. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable,
backer unit manufacturer.
manufacturer.
A. Inspection: Inspect openings before installation. Verify that rough opening is correct and sill plate is level.
1.3 EXECUTION
END OF SECTION
B. Submittals: Product Data for each product specified and Samples for each type of finish indicated.
SECTION 09220 - PORTLAND CEMENT PLASTER (THREE COAT SYSTEM)
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products by following manufacturer:
1. < INSERT MANUFACTURER'S NAME AND MODEL NUMBER >
A. Lathing and Furring: Install lath and furring indicated to comply with ML/SFA 920, "Guide
1.3 EXECUTION
B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials
SECTION 09255 - GYPSUM BOARD
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products by following manufacturer:
1. Gypsum Board and Related Products: USGA application manual.
END OF SECTION
types are indicated.
D. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior angles, flanges of cornerbead,
2. Texture Finish Application: Mix and apply finish to gypsum panels and other surfaces indicated
to receive texture finish according to texture finish manufacturer's directions.
droppings and overspray as recommended by texture finish manufacturer to prevent damage.
If, despite these precautions, texture finishes contact these surfaces, immediately remove
texture finish by covering them with masking agents, polyethylene film, or other means.
3. Prevent texture finishes from coming into contact with surfaces not indicated to receive
Using powered spray equipment, produce a uniform texture free of starved spots or other
evidence of thin application or of application patterns.
Apply primer only to surfaces that are clean, dry, and smooth.
surfaces receiving texture finishes according to texture finish manufacturer's instructions.
1. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other
prepare gypsum board surfaces for decoration as recommended by the manufacturer's written instructions.
edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to
c. Install aluminum trim and other accessories where indicated.
b. Install L-bead where edge trim can only be installed after gypsum panels are installed.
back flange can be attached to framing or supporting substrate.
a. Install LC-bead where gypsum panels are tightly abutted to other construction and
with ASTM C 840 and GA-216.
floors, as detailed. Provide 1/4- to 1/2 inch wide spaces at these locations and trim
Install with 1/4-inch open space where panels abut other construction or penetrations.
9. Install water-resistant gypsum backing board panels at showers, tubs, and where indicated.
8. Install cementitious backer units to comply with ANSI A108.11.
7. Space fasteners in panels that are tile substrates a maximum of 8 inches o.c.
standard and manufacturer's recommendations.
6. Space fasteners in gypsum panels according to referenced gypsum board application and finishing
paths around or through gypsum board assemblies.
and manufacturer's recommendations for location of edge trim and closing off sound-flanking
acoustical sealant including a bead at both faces of the partitions. Comply with ASTM C 919
behind control and expansion joints, openings, and penetrations with a continuous bead of
5. Where STC-rated gypsum board assemblies are indicated, seal construction at perimeters,
between edges and abutting structural surfaces with acoustical sealant.
edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints
4. Isolate perimeter of nonload-bearing gypsum board partitions at structural abutments, except
edges of adjoining gypsum panels, as well as supporting framing behind gypsum panels.
3. Form control and expansion joints at locations indicated and as detailed, with space between
joints of adjacent panels not less than one framing member.
and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end
2. Install ceiling board panels across framing to minimize the number of abutting end joints
blankets are readily installed after panels have been installed on one side.
1. Install sound-attenuation blankets, where indicated, prior to installing gypsum panels unless
C. Installing Trim Accessories: For trim accessories with back flanges, fasten to framing with the
construction or structural penetrations. Fasten with corrosion-resistant screws.
edge trim type with face flange formed to receive joint compound, except where other
2. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide
accessory manufacturer's directions for type, length, and spacing of fasteners.
same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to
end joints staggered over supports. Install with 1/4-inch open space where panels abut other
1. Install cornerbead at external corners.
B. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular to supports, with
A. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply
1.3 EXECUTION
K. Elastomeric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base
N. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free
H. Grout tile to comply with the requirements of the following tile installation standards:
M. Wall Tile Installation: Install types of tile designated for wall installations to comply with requirements
L. Floor Tile Installation: Install tile to comply with requirements indicated, including those referencing
K. Do not install tile over waterproofing until waterproofing has cured and been tested to determine
J. Install waterproofing to comply with waterproofing manufacturer's written instructions to produce a
I. At showers, tubs, and where indicated, install cementitious backer units and treat joints to comply with
F. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles
G. Expansion Joints: Locate expansion joints and other sealant-filled joints, including control, contraction,
E. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible
D. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering
C. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation standards in
B. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, verify
L. Cementitious Backer Units: Provide products complying with ANSI A118.9, of thickness and width
1.3 EXECUTION
of foreign matter. Use cleaning materials and methods that comply with tile and grout manufacturer's
1. Remove temporary protective coating by method recommended by coating manufacturer that is
acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from
with applicable special requirements for back buttering of tile in referenced ANSI A108 series
TCA installation methods and ANSI A108 series of tile installation standards.
2. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying
1. Install metal lath and scratch coat to walls to comply with ANSI A108.1A, Section 4.1.
indicated, including those referencing TCA installation methods and ANSI setting-bed standards.
written instructions.
clogging drains.
of tile installation standards.
that it is watertight.
waterproof membrane of uniform thickness bonded securely to substrate.
ANSI A108.11 and manufacturer's written instructions for type of application indicated.
1. For ceramic tile grouts (sand-portland cement, dry-set, commercial portland cement, and
1. Locate joints in tile surfaces directly above joints in concrete substrates.
2. Prepare joints and apply sealants to comply with requirements of Division 7 Sect. "Joint Sealants."
directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint
and isolation joints, where indicated during installation of setting materials, mortar beds, and tile.
on floor, base, walls, and trim are the same size. Lay out tile work and center tile fields in both
surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned
joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars,
latex-portland cement grouts), comply with ANSI A108.10.
widths, unless otherwise indicated.
Do not saw-cut joints after installing tiles.
or covers overlap tile.
without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and
corners without disrupting pattern or joint alignments.
"Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and
that tile has been blended in the factory and packaged so tile units taken from one package show the
same range in colors as those taken from other packages and match approved Samples.
2. Remove protrusions, bumps, and ridges by sanding or grinding.
1. Use trowelable leveling and patching compounds per tile-setting material manufacturer's
that comply with flatness tolerances specified in referenced ANSI A108 series of tile installation
polymer and characteristics indicated that comply with applicable requirements of Division 7 Section
indicated, and in maximum lengths available to minimize end-to-end butt joints.
to methods indicated.
standards for installations indicated.
written instructions to fill cracks, holes, and depressions.
"Joint Sealants."
I. Portland Cement Mortar Installation Materials: Provide materials complying with ANSI A108.1A
J. Grouting Materials: As follows:
B. ANSI Ceramic Tile Standard: Provide tile that complies with Standard Grade requirements of ANSI A137.1,
C. ANSI Standards for Tile Installation Materials: Provide materials complying with referenced ANSI standards.
D. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface
E. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample
F. Factory-Applied Temporary Protective Coating: Where indicated under tile type, protect exposed
G. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply
H. Waterproofing for Thin-Set Tile Installations: Provide products that comply with ANSI A118.10.
indicated on the interior design drawings
incorporated into the Work will be as selected by the Interior Designer in the Interior Design drawings
B. Sheet Vinyl Floor Coverings with Backing: Products complying with ASTM F 1303 and with requirements
E. Heat-Welding Bead: Solid-strand product of floor covering manufacturer for heat-welding seams in
D. Adhesives: Water-resistant type recommended by manufacturer to suit sheet vinyl floor covering and
C. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement-based formulation
specified in the Sheet Vinyl Floor Covering Schedule.
color and pattern selected by DESIGNER from manufacturer's full range of colors and patterns.
provided or approved by floor covering manufacturer for applications indicated.
substrate conditions indicated.
and specifications.
1. Latex-Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4,
submittals, blend tile in the factory and package so tile units taken from one package show the
same range in colors as those taken from other packages and match approved Samples.
surfaces of tile against adherence of mortar and grout by precoating them with a continuous
film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces.
1. Size: As indicated, coordinated with sizes and coursing of adjoining flat tile where applicable.
redispersible, ethylene vinyl acetate additive; and other ingredients to produce the following:
1) Unsanded grout mixture for joints 1/8 inch and narrower.
2) Sanded grout mixture for joints 1/8 inch and wider.
a. Factory-Prepared, Dry-Grout Mixture: Factory-prepared mixture of portland cement; dry,
composed as follows:
with the following requirements:
"Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated.
1. Match colors, textures, and patterns indicated by referencing manufacturer's standard
2. Provide Interior Designer's selections from manufacturer's full range of colors, textures,
textures, patterns, and other appearance characteristics, comply with the following requirements:
designations for these characteristics.
and patterns for products of type indicated.
END OF SECTION
SECTION 09310 - CERAMIC TILE
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products to match the selection as
A. Provide concrete substrates for tile floors installed with dry-set or latex-portland cement mortars
B. Submittals: (Not applicable)
SECTION 09652 - SHEET VINYL FLOOR COVERINGS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Available Products: Subject to compliance with requirements, sheet vinyl floor coverings that shall be
END OF SECTION
SHEET
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
GENERAL NOTES
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C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:04 PM, AutoCAD PDF (General Documentation).pc3
from the same manufacturer as the finish coats.
bearing manufacturer's name and label.
C. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is
not to be painted or is to remain natural. If the paint schedules do not specifically mention an
item or a surface, paint the item or surface the same as similar adjacent materials or surfaces
whether or not schedules indicate colors. If the schedules do not indicate color or finish, the
D. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels.
E. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system
F. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers
G. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient
temperature of 45 deg F. Maintain containers in clean condition, free of foreign materials and residue.
Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily.
H. Project Conditions: Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds
85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.
1. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code
required labels or equipment name, identification, performance rating, or nomenclature plates.
DESIGNER will select from standard colors and finishes available.
of the total system for various substrates.
B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility
C. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting
B. Material Compatibility: Provide block fillers, primers, undercoats, and finish-coat materials that
are compatible with one another and the substrates indicated under conditions of service and
application, as demonstrated by manufacturer based on testing and field experience.
C. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified.
Paint-material containers not displaying manufacturer's product identification will not be acceptable.
D. Colors: Provide exterior color selections as indicated in the DESIGNER color schedule.
with paint application requirements. Do not begin to apply paint until unsatisfactory conditions
incorporated into the Work will be as selected by the Interior Designer in the DESIGNER.
have been corrected and surfaces receiving paint are thoroughly dry.
not fall on wet, newly painted surfaces.
written instructions for each particular substrate condition.
fixtures, and similar items already installed that are not to be painted. If removal is impractical
or impossible because of the size or weight of the item, provide surface-applied protection before
surface preparation and painting. After completing painting operations in each space or area,
D. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances
that could impair the bond of the various coatings. Remove oil and grease before cleaning.
Schedule cleaning and painting so dust and other contaminants from the cleaning process will
E. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's
1. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release
agents. Roughen as required to remove glaze. If hardeners or sealers have been used
to improve curing, use mechanical methods of surface preparation. Use abrasive blast
a. Determine alkalinity and moisture content of surfaces by performing appropriate
tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and
burn, correct this condition. Do not paint surfaces where moisture content exceeds
2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral
spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac
or other recommended knot sealer before applying primer. After priming, fill
holes and imperfections in finish surfaces with putty or plastic wood filler. Sand
reinstall items removed using workers skilled in the trades involved.
cleaning methods if recommended by paint manufacturer.
that permitted in manufacturer's written instructions.
cases, and paneling.
varnish or sealer immediately on delivery.
Council's (SSPC) recommendations.
film and strain material before using.
up with the same primer as the shop coat.
during application. Do not stir surface film into material. If necessary, remove surface
2. Use only thinners approved by paint manufacturer and only within recommended limits.
b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges,
ends, faces, undersides, and backsides of wood, including cabinets, counters,
d. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of
3. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop
coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use
solvent or mechanical cleaning methods that comply with the Steel Structures Painting
a. Touch up bare areas and shop-applied prime coats that have been damaged.
Wire-brush, clean with solvents recommended by paint manufacturer, and touch
4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so
surface is free of oil and surface contaminants. Remove pretreatment from galvanized
F. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions.
1. Stir material before application to produce a mixture of uniform density. Stir as required
c. Back prime all exposed wood trim as indicated on drawings prior to installation.
sheet metal fabricated from coil stock by mechanical methods.
smooth when dried.
to formation of a durable paint film.
fixed equipment or furniture with prime coat only.
and provide desired protection.
1. Exterior paint colors, surface treatments, and finishes as indicated in the DESIGNERs color schedule.
2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental
4. The term "exposed surfaces" includes areas visible when permanent or built-in items are
in place. Extend coatings in these areas, as required, to maintain the system integrity
5. Paint surfaces behind movable equipment and furniture the same as similar exposed
surfaces. Before the final installation of equipment, paint surfaces behind permanently
6. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.
7. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.
H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
prepared for painting as soon as practical after preparation and before subsequent surface deterioration.
1. The number of coats and the film thickness required are the same regardless of application
method. Do not apply succeeding coats until the previous coat has cured as recommended
by the manufacturer. If sanding is required to produce a smooth, even surface according to
manufacturer's written instructions, sand between applications.
techniques best suited for substrate and type of material being applied.
3. Provide finish coats that are compatible with primers used.
8. Sand lightly between each succeeding enamel or varnish coat.
equivalent to that of flat surfaces.
the undercoat to lift or lose adhesion.
according to manufacturer's written instructions.
with pores filled.
the manufacturer.
coats until paint film is of uniform finish, color, and appearance. Give special attention to
ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness
3. Allow sufficient time between successive coats to permit proper drying. Do not recoat
surfaces until paint has dried to where it feels firm, does not deform or feel sticky under
moderate thumb pressure, and where application of another coat of paint does not cause
I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended
spreading rate. Provide the total dry film thickness of the entire system as recommended by
K. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage
2. If undercoats, stains, or other conditions show through final coat of paint, apply additional
G. Application: Apply paint according to manufacturer's written instructions. Use applicators and
shop priming and surface treatment specified in other Sections.
1. Surface preparation, priming, and finish coats specified in this Section are in addition to
items and surfaces.
defaced painted surfaces. Comply with procedures specified in PDCA P1.
damage by cleaning, repairing or replacing, and repainting.
1. At completion of construction activities of other trades, touch up and restore damaged or
provided by others to protect their work after completing painting operations.
Q. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings
P. Protect work of other trades, whether being painted or not, against damage by painting. Correct
1. The testing agency will perform appropriate tests as required by the Client.
by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces.
1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint
O. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded
be required to remove rejected paint from previously painted surfaces if, on repainting
surfaces previously coated with the rejected paint. If necessary, the Sub-Contractor may
Sub-Contractor shall remove noncomplying paint from the site, pay for testing, and repaint
2. If tests show material being used does not comply with specified requirements, the
Project will be taken, identified, sealed, and certified in the presence of the Sub-Contractor.
testing agency to sample the paint material being used. Samples of material delivered to the
N. Field Quality Control: The Client reserves the right to engage the services of an independent
M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or
with specified paint, the two coatings are incompatible.
paint materials from the site.
repaint work not complying with requirements.
unsealed areas in first coat appears, to ensure a finish coat with no burn through or other defects
prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or
the manufacturer, to material that is required to be painted or finished and that has not been
L. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by
due to insufficient sealing.
END OF SECTION
B. This Section includes surface preparation and field painting of exposed exterior and interior
SECTION 09900 - PAINTING
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Available Products: Subject to compliance with requirements, exterior paint colors that shall be
1.3 EXECUTION
A. Examine substrates, areas, and conditions under which painting will be performed for compliance
requirements of all legally constituted authorities having jurisdiction including all county and state
level access, shall have ground-fault circuit interrupter protection for personnel per CEC Article 210.8(A).
D. All 125 volt, single-phase, 15 and 20 amperes receptacles installed outdoors where there is direct grade
C. All electrical equipment and appliances shall be those indicated in the fixture schedule as
codes and ordinances.
operate according to the best practices of the trade. All work and materials to comply with all
G. All ducts penetrating between garage and dwelling per CRC Section R302.5.2.
H. All appliance installation shall be per CMC Section 303. Water heaters installed in garages shall be
J. Cloth dryer exhaust shall be per CMC Section 504.3.
per CPC Section 507.13
D. All HVAC equipment shall meet all the requirements as indicated on the Energy Compliance Sheets
C. All HVAC equipment and fixtures shall be selected by the Builder.
constituted authorities having jurisdiction including all county and state codes and ordinances.
according to the best practices of the trade. All work to comply with all requirements of all legally
F. All light, ventilation and heating per CRC Section R303.
installed in the building and instructions on how to use them efficiently.
E. The Builder shall provide the original occupant a listing of heating, cooling and water heating systems
issued by the Builder.
C. All plumbing fixtures and equipment shall be those indicated in the fixture schedules as issued by
F. Integral backflow preventer per CPC Section 603.4.6.
D. Anchorage of water heater shall be per CPC Section 507.2.
the Builder.
G. Drainage fitting shall be designed to maintain one-fourth unit vertical in 12 units horizontal
(2% slope) grade.
END OF SECTION
B. Supply all labor, transportation, materials, etc., for installation of complete HVAC system to operate
SECTION 15A - HEATING/AIR CONDITIONING
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS (NOT APPLICABLE)
1.3 EXECUTION
A. All equipment shall be installed per manufacturers written instruction and specifications.
END OF SECTION
B. Supply all labor transportation and materials for the installation of a complete plumbing system to
SECTION 15B - MECHANICAL/PLUMBING
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
codes and ordinances.
operate according to the best practices of the trade. All work and materials to comply with all
requirements of all legally constituted authorities having jurisdiction including all county and state
B. Supply all labor, transportation and materials for the installations of a complete electrical system to
SECTION 16 - ELECTRICAL
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
A. All equipment shall be installed per manufacturers written instructions and specifications.
1.2 PRODUCTS (NOT APPLICABLE)
P. Provide permanent light fixture and electrical outlet at all attic installed forced air units.
O. ICT fixtures: all recessed light at insulated ceilings shall be UL approved for direct contact with insulation.
N. Receptacles shall be installed vertically at +/-12" above finish floor.
M. Receptacles in kitchen and bathrooms shall be installed above the splash unless otherwise noted on plans.
sleeping area and be equipped with a battery backup per CRC Section R314.
be installed in each sleeping room and in the corridor or area giving access to each separate
K. Smoke alarms shall be interconnected to sound an alarm in all sleeping areas of the dwelling;
grade shall be installed at the front and rear of the dwelling per CEC Article 210.52(E).
5. Outdoors: At least one receptacle outlet accessible at grade level, and no more than 6'-6" above
4. Hallways: 10 feet or more in length shall have at least one receptacle outlet per CEC Article 210.52(H).
basin or on the side or face of base cabinet within 12" below counter top per CEC Article 210.52(D).
3. Bathrooms: At least one wall receptacle outlets shall be installed in the bathroom within 3 feet of each
considered as separated counter top spaces per CEC Article 210.52 (C).
least one receptacle. Counter top spaces separated by range tops, refrigerators, or sinks shall be
receptacle outlet in that space. Island and peninsula counter tops 12 inches or wider shall have at
Receptacle shall be installed so that no points along the wall line is more than 24 inches from a
2. Kitchen counter tops: receptacle outlets shall be installed at each counter space 12 inches or wider.
fixed panels in exterior walls, but excluding sliding panels in exterior walls per CEC Article 210.52(A).
outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by
be installed so that no point along the floor line in any wall space is more than 6 feet from an
room, bedroom, recreation room or similar room or area of dwelling units, receptacle outlets shall
1. General provision: In every kitchen family room, dining room, living room, parlor, library, den, sun
J. Placement/spacing of electrical outlets:
I. Provide GFCI protection per CEC Article 210.8(A).
H. Fixtures in closet shall maintain clearances from combustibles per CEC Articles 410.2 & 410.16.
G. Grounding and bonding shall conform to CEC Article 250.
F. Electrical branch-circuit, feeder and service calculations shall conform to CEC Article 220.
E. Outlet boxes on opposite sides of fire resistive walls shall be separated per CRC Section 302.4.2.
A. All equipment shall be installed per manufacturer written instruction and specifications.
1.2 PRODUCTS (NOT APPLICABLE)
P. All water closets (toilets) shall use a flush volume per CPC Section 403.2 and California Green
thermostatic mixing valves per CPC Section 408.3.
O. In showers and tub-shower combinations, control valves must be pressure balanced or
without the use of an approved dishwasher air gap fitting per CPC Section 807.4.
N. No domestic dishwasher shall be connected to a drainage system or food waste disposer
M. Provide bonding from cold to hot water piping to comply with CEC Article 250.104.
L. Gas piping shall be installed in accordance with CPC Section 1210.
to grade per CPC Section 719.1.
building sewer or installed outside the building at the lower end of the building drain and extended
K. Cleanouts shall be placed inside the building near the connections between the building drain and the
and pointing down. Such drain may terminate at other approved locations per CPC Section 608.5.
J. Pressure relief valves shall terminate outside the building within 6 to 24 inches of ground and
1.3 EXECUTION
1.3 EXECUTION
B. A qualified inspector shall review the assembly for compliance with Title 7 of the California Civil Code.
B. A qualified inspector shall review the assembly for compliance with Title 7 of the California Civil Code.
C. Sleeves shall be provided to protect all piping through concrete and masonry walls and
concrete floors per CPC 312.10.
The trap shall be between 6 and 18 inches above the floor per CPC Section 804.1.
I. Clothes washer standpipe receptor shall extend between 18 and 30 inches above its trap.
C. All outlets in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms,
shall extend separately to outside air per CPC Section 803.1.
H. No vent from indirect waste piping shall combine with any sewer connected vent, but
END OF SECTION
receptacle outlet no more than 6'-6" above the surface per CEC Article 210.52(E)(3).
6. Balconies, Decks, and Porches: When accessible from inside the dwelling unit, shall have at least one
recreation rooms, closets hallways, or similar rooms or areas, are to be arc-fault circuit-interrupter
protected with combination type breaker per CEC Article 210.12.
K. All mechanical equipment and exhaust shall be installed in accordance with, and comply with the
California Green Building Standards Code Sections 4.406.1, 4.504.1, 4.504.2, 4.506 & 4.507.
Green Building Standards Code Sections 4.301, 4.303.2 & 4.304.
Q. All plumbing fixtures and fixture fittings shall meet the requirements of the California
E. Water heating systems installed per California Energy Code Section 150.0(n).
Building Standards Code Sections 4.303.1.1.
of the California Energy Code Section 150.0(j).
R. Waste system piping and insulation for piping tanks and cooling lines shall meet the requirements
and California Energy Code Section 150.0(m).
L. Carbon Monoxide Alarms shall be installed per CRC Section R315.
SHEET
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
GENERAL NOTES
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
CALGREEN
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A2.7
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
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.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
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 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
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.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 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.
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/
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
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
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 DEVELOPMENT4.106.1 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 or 4.106.4.2 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 local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
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
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
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".
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.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
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.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. 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 Level 2
EVSE. Electrical load calculations shall demonstrate 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 a minimum of 40 amperes.
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.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. 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 Level 2
EVSE. Electrical load calculations shall demonstrate 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 a minimum of 40 amperes.
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.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging 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 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces 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 charging spaces, but not less than one, shall also 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.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.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 location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. 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.
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 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 ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
YN/ARESPON.YN/A YN/A YN/A
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y =YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
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.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 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.
4.106.4.2.5 Electric Vehicle Ready Space Signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
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.
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:06 PM, AutoCAD PDF (General Documentation).pc3
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
CALGREEN
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A2.8
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 O³/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 FIREPLACES4.503.1 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.
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.
4.505 INTERIOR MOISTURE CONTROL4.505.1 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,
ACI 302.2R-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 COMFORT4.507.2 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.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(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.
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 4.504.5 - FORMALDEHYDE LIMITS1
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).
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.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of 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 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
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 meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
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.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 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 ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
YN/ARESPON.YN/A YN/A YN/A
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y =YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Notes.dwg, 11/11/2024 1:09:07 PM, AutoCAD PDF (General Documentation).pc3
NOTE: SQUARE FOOTAGE MAY VARY
DUE TO METHOD OF CALCULATION
NEW FLOOR AREA TABLE
UNIT 1 704 SQ. FT.
TOTAL:1418 SQ. FT.
UNIT 2 714 SQ. FT.
NEW WALL
WALL LEGEND
NORTH
NEW WALLNEW 2x6
NEW 2x4
SEE PLANS FOR FIRE RATED WALL
ASSEMBLY WHERE APPLICABLE
2x6
2x4
NEW 1-HR FIRE PARTITION 1 HOUR RATED PARTITION WALL
AS OCCUPANCY SEPARATIONDETAIL 5/AD.2
1 HOUR NEW WALLNEW 1-HR RATE 2x6
DETAIL 4/AD.2
23'-4"8'-11"
32'-11"
FACADE WITH MORE THAN 8" ARTICULATION
37
'
-
1
1
/
2
"
8'-
6
"
45
'
-
7
1
/
2
"
FA
C
A
D
E
W
I
T
H
M
O
R
E
T
H
A
N
8
"
A
R
T
I
C
U
L
A
T
I
O
N
45
'
-
7
1
/
2
"
32'-11"
BATH 2
NE
W
1
-
H
R
R
A
T
E
2
x
6
NEW 2x6
NE
W
1
-
H
R
R
A
T
E
2
x
6
NE
W
2
x
4
NE
W
2
x
4
NEW 2x4 NEW 2x4
5'-5 1/2"
VERIFY WIDTH WITH
TUB MANUFACTURER
11'-2"2'-3 1/2"13'-4"
BATH
NEW 2x4
NE
W
2
x
4
NE
W
2
x
4
2668 DR
1-HR FIRE PARTITION 1-HR FIRE PARTITION 1-HR FIRE PARTITION 1-HR FIRE PARTITION 1-HR FIRE PARTITION 1-HR FIRE PARTITION
BATH 2
NE
W
2
x
6
NE
W
2
x
6
NE
W
2
x
4
NE
W
2
x
4
2x6
BATH 1
NE
W
2
x
4
NE
W
2
x
4
NEW 2x62x6
NE
W
2
x
4
NE
W
2
x
4
TEMP.
NE
W
2
X
6
NE
W
1
-
H
R
R
A
T
E
2
x
6
5050 SL
NEW 2x6 NEW 2x6NEW 2x6NEW 2x6
NE
W
2
x
6
30
5
0
C
A
S
E
M
E
N
T
NEW 2X6
NE
W
2
x
6
NE
W
2
x
6
K-3208-4BALLADSINKSSTAINLESS STEEL
K-3208-4BALLADSINKSSTAINLESS STEEL
KITCHEN
NE
W
1
-
H
R
R
A
T
E
2
x
6
NE
W
1
-
H
R
R
A
T
E
2
x
6
D/
W
REF.
PANTRY
SI
N
K
BEDROOM 1 BEDROOM 2
BEDROOM 2
BEDROOM 1 LIVING ROOM
KITCHENDINING
DINING LIVING ROOM
NE
W
2
x
6
NEW 2X6
NE
W
2
X
6
2x4NEW 2x4NEW 2x4NEW 2x4
NEW 2x4
NE
W
2
x
4
NE
W
2
x
4
2x
4
NEW 2x4
NE
W
2
x
6
NE
W
2
x
4
2x42x4
2x
4
2x
4
5068 BI-PASS DR
SINGLE SHELF & POLE
NEW 2x6NEW 2x6
SINGLE SHELF & POLE
UNIT 1
UNIT 2
8'-
1
1
"
2'-
0
"
11
'
-
7
"
9'
-
7
"
2'
-
3
1
/
2
"
11
'
-
3
"
MIN
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S
P
L
I
T
MINI SPLIT
NE
W
2
x
4
NE
W
2
x
4
STACKED W/D
NE
W
2
x
4
NE
W
2
x
4
2x4 2x4
NEW 2x4
ST
A
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2x
4
2x
4
2x
4
NE
W
2
x
6
2x
6
NE
W
2
x
4
NE
W
2
x
4
NEW 2x4NEW 2x4NEW 2x4
2x
4
NE
W
2
x
4
NE
W
2
x
4
2x4 2x4
NE
W
2
x
4
NE
W
2
x
4
NEW 2x6
NEW 2x6
A
A6
B
A6
40 GALLON
HEATPUMP
WORKSPACE WORKSPACEWORKSPACE
D/W
REF.PANTRY
RANGE WITH
HOOD ABOVE
SINK
5'-
5
"
3'
-
1
1
1
/
2
"
3"
3'
-
0
"
3"
4'
-
2
"
5'-
5
1
/
2
"
8'
-
7
"
3'-
7
"
3'-1 3/4"4'-2"3'-1 3/4"4'-2"6'-9"
EQ
.
EQ
.
5'-
1
0
"
5'
-
9
"
5'-10"5'-4"
18'-0 1/2"5'-3 1/2"
14
'
-
7
1
/
2
"
22
'
-
6
"
4'
-
9
"
3'
-
9
"
2'-
1
1
1
/
2
"
6'
-
3
1
/
2
"
AC CONDENSER
4'-0 1/2"5'-4 1/2"5'-5 1/2"
2868
D
R
2868 DR
2668 DR
2668 DR
2668 DR
266
8
D
R
2668 DR
2
6
6
8
D
R
266
8
D
R
266
8
D
R
3080 DR
3080 DR
TE
M
P
E
R
E
D
20
4
0
C
A
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N
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20
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50
5
0
S
L
50
5
0
S
L
4068 BI-PASS DOOR
40
6
8
B
I
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P
A
S
S
D
O
O
R
22X30 ATTIC ACCESS
22X30 ATTIC
ACCESS
MINI-SPLIT
MIN
I
-
S
P
L
I
T
NE
W
2
x
6
4'-
9
"
9'-
6
"
13
'
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0
"
8"
8"
2x4 2x4
NEW 2X6 NE
W
2
x
6
NE
W
2
x
6
NE
W
2
x
6
NE
W
2
X
6
5068 BI-PASS DR
SINGLE SHELF & POLE
1'-11 1/2"
AC CONDENSER
SIN
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1
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2040 CASEMENT
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2
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11.11.2024
JWP
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
PROPOSED FLOOR PLANS
SCALE : 1/4"=1'-0"
1.ALL NEW GLAZING SHALL HAVE A WINDOW SOLAR HEAT GAIN COEFFICIENT NUMBER OF 0.35, AND A U-VALUE
OF 0.40. UNLESS NOTED OTHERWISE IN T-24 REPORT IF AVAILABLE.
2.ALL HABITABLE ROOMS TO HAVE A MIN. 8% FLOOR AREA OF NATURAL LIGHT AND 4% NATURAL VENTILATION .
3.ALL BEDROOMS SHALL HAVE MIN. ONE EGRESS WINDOW OR DOOR WITH ACCESSIBLE OPENING OF 24" MIN.
HIGH, 20" MIN. WIDE, & 5.7 SF MIN AREA. (5.0 SF AT GRADE FLOOR) SILL TO BE NO HIGHER THAN 44" A.F.F.
4.ALL DOORS TO EXTERIOR MUST HAVE AN EXTERIOR LANDING : LENGTH = 36" MIN. IN DIRECTION OF TRAVEL,
WIDTH = WIDTH OF DOOR OPENING MIN.
5.ALL EXTERIOR DOORS TO HAVE A MAX. 0.75" THRESHOLD AT SLIDING DOORS AND MAX 0.5" THRESHOLD FOR
OTHER DOORS. EXTERIOR DOORS CAN STEP DOWN TO LANDING 7.75" MAX FROM TOP OF THRESHOLD, NOT
FLOOR. PROVIDED THAT THE DOOR IS NOT PART OF REQUIRED MEANS OF EGRESS AND DOOR DOES NOT
SWING OVER LANDING (EXCLUDING SCREEN DOORS).
6.ALL WINDOW & DOOR EXTERIORS SHALL MATCH EXISTING.
7.FLOOR SHALL REMAIN FLUSH AT ALL INTERIOR MATERIAL CHANGES. ADJUST SUB
FLOOR TO ACCOMMODATE. CONTACT OWNER / STRUCTURAL ENGINEER IF NECESSARY.
8.ALL FLOOR MATERIAL CHANGES SHALL OCCUR HIDDEN UNDER DOORS WHERE POSSIBLE. IF NO DOOR EXISTS,
CENTER IN JAMB.
9.REPLACE AND ADD NEW INSULATION IN CAVITY WHERE DRYWALL IS REMOVED FROM WALLS AND CEILING
FRAMING DURING CONSTRUCTION. ALL NEW INSULATION SHALL BE:
- AT RAISE FLOORS: R-30 INSTALL BETWEEN FLOOR JOIST.
- AT INTERIOR & EXTERIOR WALLS: INSULATE WITH R-13 @ 2x4 / R-19 @ 2x6.
- AT CEILING/FLOOR ASSEMBLES: R-19 BETWEEN JOIST
- AT ATTIC SPACES: R-30 BATT INSULATION @ CEILING LEVEL, WHERE POSSIBLE BETWEEN CEILING
JOISTS.
10.MOLD DETERRENT: VACUUM OUT ALL STUD BAYS PRIOR TO INSTALLING INSULATION 14 AND AGAIN PRIOR TO
INSTALLING DRYWALL (2X TOTAL).
11.TYPICAL TOWEL BARS: LOCATE AT 48" TO TOP OF 2 X 12 BLOCKING BEHIND INTERIOR FINISH. AND EXACT
LOCATION SHALL BE PROVIDED BY THE OWNER.
12.DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF
COMBUSTIBLE CONSTRUCTION, INCLUDING WITHIN ATTICS, OVERHANGS.
13.INTERIOR DOOR JAMBS SHOULD BE AT LEAST 4" FROM ADJACENT WALL.
14.ALL EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE FROM PROPERTY LINE OF 5'-0" OR LESS SHALL BE
FIRE-RATED CONSTRUCTION ON BOTH SIDES.
15.SHOWERS SHALL BE CAPABLE OF ENCOMPASSING A 30" MIN. CIRCLE. ALL SHOWER LOCATIONS SHALL
RECEIVE FRAMELESS TEMPERED GLASS (SHATTER-RESISTANT) ENCLOSURES TO A HEIGHT OF 84" ABOVE
FINISH FLOOR (U.N.O.) - PROVIDE A NON-ABSORBANT WALL (TILE OR APPROVED EQUAL PER FINISH NOTES) AT
88" ABOVE DRAIN INLET AT SHOWERS AND/OR TUB/SHOWER COMBO (U.N.O.) MATERIALS OTHER THAN
STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. (GLAZING BOARD IS NOT PERMITTED FOR TILE BACKING
AT SHOWER. TILE SHALL BE INSTALLED OVER SCRATCH & BROWN COAT.)
16.DO NOT SCALE DRAWINGS.
FLOOR PLAN NOTES:
INTERIOR FINISH NOTES:
1.PAINT BY DUNN EDWARD OR APPROVED EQUAL:
2.CEILING TO BE FLAT: COLOR SWISS COFFEE WHITE .
3.WALL TO BE EGGSHELL FINISH. COLOR: WHISPER WHITE
4.BASE, DOOR , TRIMS TO BE GLOSSY FINISH. COLOR WHITE WHITE
5.ALL WALLS: NEW OR EXISTING TO BE PREPPED WITH PROPER PRIMER COAT PRIOR TO APPLICATION OF 2 COAT
OF FINISH PAINT
6.FLOORING TO BE LTV FLOORING MIN 6MM WITH UNDERLAYMENT COLOR: OAK
7.BASE TRIM MIIN 4" CASING MIN 3" SQUARE EDGES MDF AT ALL ROOMS EXCEPT BATHROOMS
8.FLOORING TO BE SOLID PINE WOOD OR PVC WITHIN BATHROOM
9.BATHROOM TILE WALL TO BE 3 X 6 SUBWAY STYLE WHITE CERAMIC TILES, 1/16" GROUTLINE STAGGERED OVER
CEMENT BACKER BOARD. EDGE TO BE FINISHED W/ ALUMINUM EDGE METAL: COLOR BLACK OR APPROVED
EQUAL
10.DOOR HARDWARE TO BE BLACK OR OIL RUBBED BRONZE FINISH.
11.PERIMETER LOCKING DEVICES TO BE KEYED ALIKE
12.ALL FINISH MATERIALS TO BE SUPPLIED TO OWNER FOR APPROVAL PRIOR TO INSTALLATION.
13.DAMAGED MATERIALS ARE NOT TO BE INSTALLED AND TO BE REMOVED AND REPLACED IF INSTALLED PRIOR TO
FINAL CLIENT WALK THROUGH
14.VANITY CAB TO BE WHITE SHAKER STYLE
15.FIXTURE TO BE CHROME FINISH UNLESS NOTED OTHERWISE.
16.SHOWER CURTAIN TO BE USE INSTEAD OF TEMPERED GLASS ENCLOSURE UNLESS SPECIFIED
17.UNLESS NOTED OTHERWISE: ALL WINDOWS AND FIXED GLASS PANEL TO BE DUAL GLAZED
18.EXTERIOR PERIMETER DOOR TO BE OF 1-3/4" THICK SOLID CORE CONSTRUCTION. EXTERIOR GRADE.
19.INTERIOR DOOR TO BE OF 1-3/8" THICK HOLLOW CORE CONSTRUCTION.
20.DOOR LEADING TO GARAGE TO BE OF SOLID WOOD CONTRUCTION, 20 MIN FIRE LABLED WITH MIN 2 SELF
CLOSING HINGE
21.FRENCH DOOR TO BE OF 1-3/4" THICK MAHOGANY CONSTRUCTION. GLAZING TO BE DUAL GLAZED FULLY
TEMPERED.
22.ALL DOOR GLAZING TO BE FULLY TEMPERED GLASS
23.KITCHEN COUNTER TOP: SOLID QUARTZ WITH MATCHING BACK SPLASH: MODEL' CALCUTTA RIVER
OR APPROVED EQUAL
24.KITCHEN SINK: 30" SINGLE STAINLESS 18GA. S.S. SINK: UNDER MOUNT SINGLE FAUCET HOLE
MOUNT
25.KITCHEN FAUCET: SINGLE HANDLE PULL OUT BY MOEN OR APPROVED EQUAL. FINISH: BRUSH
NICKEL OR STAINLESS STEEL
26.CABINET HARDWARE FINISH TO BE BLACK MATT FINISH. DRAWERS TO BE PULL HANDLE DOOR TO
BE KNOB PULLS
27.KITCHEN CABINET TO BE OF WHITE SHAKER STYLE FINISH WITH HIDDEN HARDWARE AND FULLY
EXTEND DRAWER
28.CABINETS TO BE OF SOLID WOOD OR OF PLYWOOD CONSTRUCTION.
29.NO PARTICLE BOARD OF ANY TYPE ALLOWED.
5
AD.2
SOUND WALL AT 1-HR FIRE
PARTITION
PROPOSED
FLOOR PLANS
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A3.1
A 7.2.2024
A
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4
AD.2
1-HR RATEDA
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia.dwg, 11/11/2024 1:09:17 PM, AutoCAD PDF (General Documentation).pc3
BATH 2
BATH
BATH 2BATH 1
K-3208-4BALLADSINKSSTAINLESS STEEL
K-3208-4BALLADSINKSSTAINLESS STEEL
KITCHEN
BEDROOM 1 BEDROOM 2
BEDROOM 2
BEDROOM 1 LIVING ROOM
KITCHENDINING
DINING LIVING ROOM
UNIT 1
UNIT 2
GFI
WP
40 GALLON HEATPUMP AC CONDENSER AC CONDENSER
MIN
-
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GFI
WP
GFI
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SD
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S S
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SD
S D
TV
TV
HEHE
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D3
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CW
GF
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DRAWN BY
CHECKED BY
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c ALL RIGHTS RESERVED
2
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JWP
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
ALL LIGHT FIXTURES, HVAC SUPPLY AND RETURN REGISTERS, SMOKE DETECTORS, AND OTHER CEILING MOUNTED
DEVICES SHALL ALIGN WITH EACH OTHER WITHIN A SPACE AND ADJACENT SPACES WHERE APPLICABLE. IF NEEDED,
ADJUST / MODIFY FRAMING TO OBTAIN PROPER ALIGNMENT. GENERAL CONTRACTOR AND SUB-CONTRACTOR SHALL
BE RESPONSIBLE FOR RELOCATION AND PATCH/PAINT OF INAPPROPRIATELY PLACED DEVICES IF NOTICED IN A LATER
STAGE OF CONSTRUCTION. CONTACT ARCHITECT WITH ANY DISCREPANCIES AT ROUGH-IN STAGE.
SEE GENERAL NOTES DIVISION 15B FOR ADDITIONAL INFORMATION.
ALL HEATING, COOLING AND VENTILATING SYSTEMS AND APPLIANCES SHALL COMPLY WITH THE SUPPLEMENT TO
THE MOST CURRENT UNIFORM MECHANICAL CODE.
PROVIDE 30" MIN CLEAR WORKING SPACE IN FRONT OF HVAC UNIT & PROVIDE ALL CLEARANCES FOR UNIT PER
MANUFACTURERS SPECIFICATIONS & CURRENT UMC
DUCTS PASSING THROUGH THE CEILING SHALL COMPLY WITH THE MOST CURRENT CBC.
ATTIC ACCESS AND BELOW RAISED FLOOR ACCESS OPENINGS SHALL BE AT LEAST 30" X 30". PER CURRENT U.M.C.
PROVIDE HINGED PANEL DOORS. PROVIDE 1/2" PLYWD. WALKING ACCESS WHERE APPLICABLE.
A PERMANENT ELECTRICAL OUTLET AND A LIGHTING FIXTURE CONTROLLED BY A SWITCH SHALL BE LOCATED IN THE
ATTIC / BELOW FLOOR FAU. PER CURRENT U.M.C.
PROVIDE 90% OR GREATER EFFICIENCY HVAC UNIT(S) U.N.O.
HVAC CONTRACTOR TO SIZE ALL DUCTS & VERIFY DESIGN FOR EFFICIENCY PRIOR TO START OF WORK. THE TITLE-24
COMPLIANCE REPORT IS FOR COMPLIANCE PURPOSES ONLY. THE HVAC CONTRACTOR WHO INSTALLS THE
EQUIPMENT IS RESPONSIBLE FOR FILLING OUT THE CF-6R WHICH REQUIRES THE HEATING LOADS TO BE CALCULATED
FOR HEATING SYSTEMS. CONTACT ARCHITECT FOR ANY RECOMMENDED ADJUSTMENTS FROM PLANS.
GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS PASSING THROUGH 3 FLOORS OR LESS SHALL BE EFFECTIVELY
DRAFT STOPPED AT EACH FLOOR OR CEILING. PER CURRENT U.M.C.
RETURN AIR TO BE LOCATED IN EXISTING LOCATION.
DO NOT SCALE DRAWINGS.
11.
9.
10.
8.
7.
6.
5.
4.
3.
2.
1.
13.
ALL MECHANICAL DUCT TO BE RIGID, WHERE POSSIBLE. AT ATTIC INSTALLATION DUCTS TO LIE AT CEILING FRAMING
AND TO BE SPRAYED WITH OPEN CELL SPRAY INSULATION.
9.
2.
4.
5.
7.
6.
9.
8.
VALVES PER CPC SECTION 608.0.
3.
SEWER CLEANOUTS PER CPC SECTION 719.0.
GAS PIPING INSTALLATION PER CPC SECTION 1210.
APPLIANCE PLUMBING PER CPC SECTION 807.0.
BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL PER CEC ARTICLE 250.104.
INDIRECT WASTE PIPING PER CPC SECTION 803.0.
INDIRECT WASTE RECEPTORS PER CPC SECTION 804.0.
WATER PRESSURE, PRESSURE REGULATORS, PRESSURE RELIEF VALVES AND VACUUM RELIEF
B.BATHROOM FAUCETS SHALL BE PER CPC SECTION 403.7.
C.KITCHEN FAUCETS SHALL BE PER CPC SECTION 403.6.
D.SHOWER AND TUB/SHOWER HEADS SHALL BE PER CPC SECTION 402.1.1.
E.WATER VOLUME FOR WATER CLOSETS SHALL BE PER CPC SECTIONS 403.2, 403.2.1 & 403.2.1.1.
WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH
BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
F.ANTI-SCALDING SHOWER AND TUB/SHOWER VALVES ARE REQUIRED PER CPC SECTION 408.3.
SAFETY GLAZING IS REQUIRED IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS
STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
UTILITY NOTES
MECHANICAL NOTES
PLUMBING NOTES
1.
UTILITY LEGEND
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60 INCHES (1524 mm) ABOVE A STANDING SURFACE IS REQUIRED TO BE SAFETY GLAZING
PER CRC SECTION R308.4.5.
GROUND FAULT
DUPLEX OUTLET
GROUND FAULT
WATERPROOF
DUPLEX OUTLET
ALARM
SMOKE DETECTOR/
INTERRUPTER
INTERRUPTER
DETECTOR/ ALARM
CARBON MONOXIDE
LIGHT COMBO.
EXHAUST FAN &
THREE WAY
ELECT SWITCH
ELECT SWITCH
VACANCY SENSOR
ELECT SWITCH
DOWNLIGHT
RECESSED
RECESSED
HIGH EFFICACY
DOWNLIGHTHIGH EFFICACY
LIGHT FIXTURE
WALL MOUNTED
LIGHT FIXTURE
SURFACE MOUNT
(WITH BATTERY BACK-UP)
GF
I
S
S3
S
OS
HE
SA
SA
/
C
O
D
HE
ARC-FAULT CIRCUIT
DUPLEX OUTLET
INTERRUPTER
COMBINATION SMOKE/
PER CRC SECTION R307.
A.
TUB-SHOWER COMBINATION CONTROL VALVES PER CPC SECTION 408.3.
PLUMBING CONTROL VALVES PER CPC SECTION 606.0. INDIVIDUAL SHOWER AND
INDOOR WATER USE PER CGBSC SECTION 4.303.
1.PROVIDE HIGH EFFICACY LIGHTING FOR ALL PERMANENTLY INSTALLED LIGHT FIXTURES IN ALL BATHROOMS,
LAUNDRY ROOMS, GARAGE, AND UTILITY ROOMS; OR PROVIDE A MANUAL 'ON' OCCUPANCY SENSOR. ALL
HIGH AND LOW EFFICACY LIGHTING SHALL BE CONTROLLED BY SEPARATE SWITCHES.
2.PROVIDE HIGH EFFICACY LIGHTING FOR ALL PERMANENTLY INSTALLED LIGHTS IN ALL INTERIOR ROOMS; OR
PROVIDE MOTION SENSOR, PHOTOCELL OR DIMMERS FOR PERMANENTLY INSTALLED LOW EFFICACY LIGHTING.
3.PROVIDE HIGH EFFICACY LIGHTING FOR ALL OUTDOOR LIGHTING THAT IS ATTACHED TO THE BUILDING; OR
PROVIDE MOTION SENSOR AND PHOTOCELL FOR ALL INCANDESCENT LIGHTING.
DIMMER
ELECT SWITCHS
D
EXHAUST FAN W/ MIN.
CO
N
F
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M
W
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H
O
W
N
E
R
AL
L
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E
D
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C
A
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I
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N
S
REGISTER CONFIRM COUNT
AND LOCATION WITH
CONTRACTOR IN FIELD
TV CABLE TV
MANDATORY MEASURES
GF
I
WP
LIGHT AT VANITY
WALL MOUNTED
CAPACITY OF 50 CFM. SINGLE VENT THROUGH
ROOF (CAPABLE OF PROVIDING FIVE AIR
EXCHANGES PER HOUR, TYP.) HUMIDISTAT
CONTRACTOR TO PROVIDE CITY WITH SINGLE LINE DIAGRAM PRIOR TO INSTILLATION.12.
CONTRACTOR TO PROVIDE CITY WITH SINGLE LINE DIAGRAM PRIOR TO INSTILLATION.10.
11.ALL HOSE BIBS 9WHERE OCCURS0 MUST BE PROTECTED BY AN ANTI-SIPHON DEVICE CPC 603
12.BATHTUBS AND WHIRLPOOLS (WHERE OCCURS) SHALL BE PROVIDED WITH A TRAP DOOR OR ACCESS WITHIN
20 FEET OF THE PUMP. CPC 409.6
FROM LIST OF CALIFORNIA FIRE MARSHAL APPROVED
CARBON MONOXIDE ALARM / SMOKER DETECTORS
(OR APPROVED EQUAL UPHOLDING TO UL 217 FOR RATED SMOKE ALARMS & UL 2034/2075 FOR RATED CARBON MONOXIDE ALARMS)
NEW UTILITY PLAN
SCALE : 1/4"=1'-0"
1.ADU TO BE EQUIPPED WITH SMOKE DETECTOR HARDWIRED TO HOUSE CURRENT W/ BATTERY BACK UP AT NEW
CONSTRUCTION AND BATTERY OPERATED AT EXISTING. SMOKE DETECTOR LOCATED AT CENTRAL HALL
LOCATION TO BE EQUIPPED WITH CARBON MONOXIDE DETECTION. DETECTOR TO BE INTERCONNECTED
2.ELECTRICAL BRANCH-CIRCUIT, FEEDER AND SERVICE CALCULATIONS PER CEC ARTICLE 220.
3.MEMBRANE PENETRATIONS PER CRC SECTION 302.4.2 DWELLING / GARAGE OPENING / PENETRATIONS PER
CRC SECTION 302.5.
4.LIGHTING CONTROL IN THE BEDROOMS, LIVING, DINING AND KITCHEN TO BE ON DIMMER CONTROL
5.LIGHTING CONTROL IN BATHROOMS, GARAGE, LAUNDRY TO BE EQUIPPED WITH OCCUPANCY SENSORS.
6.EXTERIOR LIGHTING TO BE ON A TIMER OR PHOTO SENSOR CONTROL.
7.PROVIDE DEDICATED LAUNDRY WASHER ELECTRICAL CIRCUIT W/ GFI PROTECTION
8.DWELLING RECEPTACLE OUTLETS PER CEC ARTICLE 210.52.
9.ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION PER CEC ARTICLE 210.12.
10.OUTLETS TO BE AFCI PROTECTED WITH EXCEPTION TO KITCHEN, GARAGE, UTILITY ROOM, BATHROOMS,
DEDICATED MECHANICAL EQUIPMENT AND EXTERIOR CIRCUIT.
11.GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL PER CEC ARTICLE 210.8.
12.TAMPER-RESISTANT OUTLETS PER CEC ARTICLE 406.11.
13.OUTLETS LOCATED AT KITCHEN, BATHROOMS, GARAGE AND EXTERIOR ARE TO BE GROUND FAULT
INTERRUPTED PROTECTED.
14.KITCHEN HOOD EXHAUST FAN TO BE DUCTED TO OUTSIDE WITH A MIN. VENTILATION RATE OF 100CFM. DUCTING
TO BE SIZED ACCORDING TO ASHRAE STD 62.2 TABLE 7.1
15.ALL BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT, DUCTED TO TERMINATE OUTSIDE THE BUILDING
AND CONTROLLED BY A HUMIDISTAT CAPABLE OF BEING ADJUSTED BETWEEN THE RELATIVE HUMIDITY RANGE
OF 50 TO 80 PERCENT. CGBC 4.506
16.HEATING, AIR-CONDITIONING AND REFRIGERATION EQUIPMENT OUTLETS PER CEC ARTICLE 210.63.
17.LAUNDRY RM/ AREA TO BE EQUIPPED WITH MIN 100 SQ. IN OF MAKEUP AIR CMC 205, 504.4.1 AND 701.3
18.ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE
TO ON AN ONE OF THE FOLLOWING: CONTROLLED BY PHOTOCELL AND MOTION SENSO OR PHOTO CONTROL AND
AUTOMATIC SWITCH CONTROL OR ASTRONOMICAL TIME CLOCK OR ENERGY MANAGEMENT CONTROL SYSTEM.
MINI-SPLIT MINI-SPLIT SYSTEM, SEE TITLE 24
SUMMARY FOR FURTHER
INFORMATION
FUEL GAS
AC CONDENSER
AC CONDENSE, SEE TITLE 24
SUMMARY FOR FURTHER
INFORMATION
TANKLESS
TANKLESS WATER HEATER, SEE
TITLE 24 SUMMARY FOR FURTHER
INFORMATION
UTILITY PLAN
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A3.2WHOLE HOUSE EXHAUST FAN
CAPACITY SPECIFIED WITHIN ENERGY REPORT
A 7.2.2024
A
A
A
ELECT. PANEL A
A
A
ELECTRICAL PANEL - NEW ELECTRIC PANELS -
LESS THAN 200 AMPERES, CONFIRM SIZE WITH
CONTRACTOR
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia.dwg, 11/11/2024 1:09:18 PM, AutoCAD PDF (General Documentation).pc3
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SLOPE
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SLOPE
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SLOPE
RIDGE 4:
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VALLEY
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12 4
9'-
1
"
TYPICAL TOP
PLATE
FINISH FLOOR
124 12 4
15
'
MAX. BUILDING
HEIGHT
GAS METER
VERIFY LOCATION.
NEW ADU TO TIE INTO
EXISTING GAS METER.
UPGRADE LINE AS
NEEDED
PERCENT OF OPENINGS: 223 s.f. / (8+24) = 13.8%
TYPICAL TOP
PLATE
FINISH FLOOR
12
4
12
4
12
4
9'
-
1
"
8'-
0
"
15
'
MAX. BUILDING
HEIGHT
PERCENT OF OPENINGS: 443 / (2*25) = 11.3%
TYPICAL TOP
PLATE
FINISH FLOOR
124 12 4
8'-
0
"
9'-
1
"
15
'
MAX. BUILDING
HEIGHT
PERCENT OF OPENINGS: 313 / 25 = 7.7%
12 4
9'
-
1
"
MAX. BUILDING
HEIGHT
FINISH FLOOR
124
12
4
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SHEET
DRAWN BY
CHECKED BY
DATE
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JWP
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N
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8
CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
PROPOSED ROOF PLAN
SCALE : 1/8"=1'-0"
PROPOSED FRONT ELEVATION
PROPOSED REAR ELEVATION
SCALE : 1/4"=1'-0"
PROPOSED LEFT ELEVATION
SCALE : 1/4"=1'-0"
PROPOSED RIGHT ELEVATION
SCALE : 1/4"=1'-0"
SCALE : 1/4"=1'-0"
ROOF NOTES
1.ALL EAVES WITHIN 3' FROM PROPERTY LINE SHALL BE 1-HOUR CONSTRUCTION.
2. SYMBOL INDICATES ATTIC VENT; O'HAGIN'S INC. (800.394.3864). MATCH THE PROFILE AND COLOR OF THE
ADJACENT ROOF MATERIAL. NET FREE VENTILATION SHALL BE NOT LESS THAN 1/150 OF SPACE TO BE
VENTILATED PER CURRENT UBC/CBC.
3.ALL ROOF FLASHING TO BE 26 GA. GALVANIZED METAL AND PAINTED WHERE VISIBLE TO MATCH ADJACENT
SURFACE.
4.ALL FLASHING & VENTS THROUGH ROOF SHALL BE PAINTED WITH EXTERIOR GRADE PAINT TO MATCH ROOF
COLOR / MATERIAL.
5.ALL GUTTERS, COLLECTION BOXES, AND DOWNSPOUTS SHALL MATCH EXISTING IN STYLE AND COLOR .
6.ROOF GUTTERS SHALL BE INSTALLED ONLY IN AREAS LOCATED ON THE ROOF PLAN. DOWNSPOUTS SHALL BE
LOCATED ONLY WHERE SHOWN ON THE PLANS. SLOPE GUTTER TO NEAREST DOWNSPOUT.
7.ALL BUILT UP FLAT ROOF AREAS SHALL BE MINIMUM SLOPE 1/2" PER FOOT.
8.PROTECTION OF OPENINGS. ANY OPENINGS INTO ATTICS, FLOORS, OR OTHER ENCLOSED AREAS SHALL BE
COVERED WITH CORROSION RESISTANT WIRE MESH NOT GREATER THAN 1/4" IN ANY DIMENSION EXCEPT
WHERE SUCH OPENING ARE EQUIPPED BY SASH OR DOOR.
9.SLOPES TO MATCH ACTUAL ROOF PITCH IN FIELD. VERIFY PITCH OF EXISTING ROOF SLOPE IN FIELD BEFORE
FRAMING.
10.ROOF MATERIAL AND COLOR TO MATCH MATERIAL AT EXISTING ROOF OF EXISTING BUILDING, WITH CLASS A
COMPOSITION SHINGLE BY CERTAINTEED MODEL PRESIDENTIAL SHAKE SHINGLES, 40 YRS
COLOR SHADOW GREY ESR-1389
11.FASCIA TO BE 2 X 8 R/S SPRUCE, PAINTED SWISS COFFEE WHITE. PAINT BY DUNNS EDWARD
12.DO NOT SCALE DRAWINGS.
ROOF VENT CALCULATIONS
ATTIC VENTILATION CALCULATION PER SECTION 1203.2
VENTILATION RATIO: 1/300
ATTIC AREA:1491
TOTAL VENTILATION REQUIRED:5 SQ. IN.
HIGH VENTILATION REQUIRED:2 SQ. IN.
VENT(S) PROVIDED AREA (SQ. IN)QUANTITY TOTAL (SQ.
IN.)
O'HAGIN "FLAT" CLOAKED VENTS 72 5 360
HIGH VENTILATION PROVIDED:360 SQ. IN.
LOW VENTILATION REQUIRED:2 SQ. IN.
VENT(S) PROVIDED AREA (SQ. IN)QUANTITY TOTAL (SQ.
IN.)
O'HAGIN "FLAT" CLOAKED VENTS 72 5 360
LOW VENTILATION PROVIDED:360 SQ. IN.
TOTAL VENTILATION PROVIDED:720 SQ. IN.
HIGH AND LOW CLOAKED ROOF
VENT, SEE ROOF NOTE NO. 2
8
AD.1
1-HR EAVE
(TYP)
1.WINDOWS : ALL NEW WINDOWS TO MATCH EXISTING HOME IN STYLE AND MAKE - VERIFY EXACT SYSTEM
MAKE-UP AND DIMENSIONS ON HOME PRIOR TO MANUFACTURING.
2.DOORS : ALL NEW DOORS TO MATCH EXISTING (SEE PLAN AND ELEVATIONS) - VERIFY EXACT SYSTEM
DIMENSION ON SITE PRIOR TO INSTALLATION.
3.PROVIDE TWO LAYERS OF 'GRADE D' PAPER OVER ALL WOOD BASE SHEATHING, SEE DETAIL 12/AD-1 FOR
FURTHER INFORMATION.
4.SCREED: MIN. .019" (NO. 26 GALV. SHEET GAGE) CORROSION-RESISTANT SCREED LOCATED BELOW
FOUNDATION PLATE AND 4" ABOVE GRADE ON ALL EXTERIOR STUD WALLS OR 2" ABOVE PAVED AREAS CRC
R703.6.2.1 - SEE DETAILS 9 &10/AD-1
5.APPROVED BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY
VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH
THE BACKGROUND, BE ILLUMINATED ARABIC NUMERALS, AND BE MINIMUM OF 4 INCHES HIGH WITH MINIMUM
STROKE WIDTH OF 0.5 INCH. CFC CHAPTER 5, SECTION 505.1 AND OMC 15.52.080.
6.WINDOWS TO BE VINYL VARIETIES DUAL GLAZED WHITE FINISH
7.SIDING PER DETAIL FLAGGED IN ELEVATION, FINISH TO MATCH EXISTING HOME
FOR 1-HR FIRE SEPARATION RATING ESP-2564 OR APPROVED EQUAL
FINISH COLOR PER OWNER.
8.ALL EAVE AND ATTIC VENTS TO BE EQUIPPED WITH MIN 1/4” SQ G.I. SCREEN
9.ALL EXTERIOR SHEET METAL TO BE MIN 26 GA. GALV. METAL
10.FOR FURTHER INFORMATION, SEE OWNER SPECIFICATIONS, SHEET A2.1
11.DO NOT SCALE DRAWINGS.
EXTERIOR FINISH NOTES
2
AD.1
SCREED
3
AD.1
CURB
4
AD.1
THRESHOLD
5
AD.1
NEW WALL
8
AD.1
1-HR EXTERIOR
WALL
6
AD.1
1-HR EXTERIOR
WALL
5
AD.1
NEW WALL
5
AD.1
NEW WALL
12
AD.1
13
AD.1
19
AD.1
HEAD SILL FLASHING
14
AD.1
JAMB
2
AD.2
1
AD.2
2
AD.2
3
AD.2
THRESHOLD
HEAD, JAMB,
DOOR / WINDOW
FLASHING AT
OPENINGS
PROPOSED
ELEVATIONS AND
ROOF PLAN
No
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AD.1
A 7.2.2024
A
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SEE DETAIL SHEET AD3 FOR ALL EXTERIOR HARDIE SIDING FINISH NOTES
COLOR TO MATCH EXISTING COLOR
ASEE DETAIL SHEET AD3 FOR ALL EXTERIOR HARDIE SIDING FINISH NOTES
COLOR TO MATCH EXISTING COLOR
A
SEE DETAIL SHEET AD3 FOR ALL EXTERIOR HARDIE SIDING FINISH NOTES
COLOR TO MATCH EXISTING COLOR
A
SEE DETAIL SHEET AD3 FOR ALL EXTERIOR HARDIE SIDING FINISH NOTES
COLOR TO MATCH EXISTING COLOR
A
1-HR EAVE
(TYP)
8
AD.1
1-HR EAVE
(TYP)
8
AD.1
1-HR EAVE
(TYP)
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia.dwg, 11/11/2024 1:09:19 PM, AutoCAD PDF (General Documentation).pc3
BEDROOM 1 LIVING ROOMDINING ROOM9'-
1
"
TYPICAL TOP
PLATE
FINISH FLOOR
LIVING ROOM
BEDROOM 1 BATH 1 BEDROOM 2BATH 29'
-
1
"
TYPICAL TOP
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FINISH FLOOR
SHEET
DRAWN BY
CHECKED BY
DATE
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2
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11.11.2024
JWP
EX
P
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N
57
1
8
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9
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3
8
CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
1.SECTIONS DRAWN ARE SCHEMATIC ONLY. REFER TO EXISTING FRAMING AND STRUCTURAL ENGINEER'S
DOCUMENTS FOR ALL FRAMING.
2.SOME ITEMS IN BACKGROUND ARE NOT SHOWN DUE TO CLARITY ISSUES
3.ALL NEW INSULATION WITHIN ROOF SHALL BE R38 SEE CF1R ADD 01 & CF1R-ALT-02 FOR MORE INFORMATION
4.ALL NEW INSULATION WITHIN WALL SHALL BE R13 SEE CF1R ADD 01 & CF1R-ALT-02 FOR MORE INFORMATION
5.NEW ROOFING ADD TO EXISTING OPENING SUCH THAT ATTIC ACCESS MAY BE OBTAINED BY A 22X30 INCH ATTIC
ACCESS HAVING VERTICAL HEIGHT GREATER THAN 30"
6.INSULATION FACTORS, REFER TO ENERGY REPORT
7.DO NOT SCALE DRAWINGS
SECTION NOTES
SECTION B
SCALE : 1/4"=1'-0"
SECTION A
SCALE : 1/4"=1'-0"
7
AD.1
NEW WALL
BUILDING
SECTIONS
No
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A3.5
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C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia.dwg, 11/11/2024 1:09:20 PM, AutoCAD PDF (General Documentation).pc3
SHEET
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2
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
ARCHITECTURAL
DETAILS
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AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
5/8" TYPE X GYP
SHEATHING
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
SEE DETAIL SHEET AD3 FOR ALL EXTERIOR HARDIE SIDING FINISH NOTES
A
A 7.2.2024
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Details.dwg, 11/11/2024 1:09:28 PM, AutoCAD PDF (General Documentation).pc3
SHEET
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
ARCHITECTURAL
DETAILS
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AD.2
HEADER PER
GYP. BD.
INSULATION WHERE
WOOD
WEATHERSTRIP
DOOR
CASING
WOOD DOOR FRAME
SET IN SEALANT
BULDING PAPER
OCCURS
WEATHERSTRIP
DOOR
WOOD CASING
BULDING PAPER
VAPOR BARRIER
GYP. BD.
2X FRAMING
INSULATION WHERE
2X BACKING
OCCURS
WOOD DOOR
FRAME
WINDOW FRAME
CONTINUOUS BEAD
VAPOR BARRIER
FRAME
WOOD DOOR
BULDING PAPER
INSTRUCTIONS
TRIM -
SIZE PER ELEVATIONS -
INSTALL PER MFR.
WHERE OCCURS -
WEATHERSTRIP
DOOR
PER PLAN
GYP. BD.
2X FRAMING
WOOD CASING
STRUCT.
OF SEALANT
SEALANT
VAPOR BARRIER
SEALANT
BUILDING PAPER
SET IN SEALANT
SET IN SEALANT
EXTERIOR SURFACE, INSTALL PER
MANUFACTURE'S SPECIFICATIONS
INSTRUCTIONS
TRIM -
SIZE PER ELEVATIONS -
INSTALL PER MFR.
WHERE OCCURS -
EXTERIOR SURFACE, INSTALL PER
MANUFACTURE'S SPECIFICATIONS
INSTRUCTIONS
TRIM -
SIZE PER ELEVATIONS -
INSTALL PER MFR.
WHERE OCCURS -
EXTERIOR SURFACE, INSTALL PER
MANUFACTURE'S SPECIFICATIONS
CODE REQUIREMENTS, MANUFACTURER'S INSTRUCTIONS AND THE BEST PRACTICES OF THE TRADE.
APPLICATION OF FINISH MATERIALS OVER FLASHING MATERIALS SHOWN SHALL BE AS SPECIFIED BY
STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE VAPOR BARRIER SILL
APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE
EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLASHING AND CUT ANY AND BETWEEN
ADDITIONAL MATERIALS, SOME OF WHICH ARE; METAL HEAD FLASHING & ELASTOMERIC SHEET
WATERPROOFING, ETC., AND CONDITIONS MAY VARY, DEPENDING ON THE SPECIFIC FINISH
MATERIALS BEING USED. REFER TO INDIVIDUAL DETAILS AND MANUFACTURERS INSTRUCTIONS
APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE FRAME OPENING)
BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF 6".
4.
OVER THE VAPOR BARRIER JAMB FLASHING MATERIAL.
3.
ROUGH
2"
LINE OF
NAILING FLANGE
OPENING
OR SIMILAR
WINDOW FRAME
UNDER NAILING
FLANGE.
HEAD FLASHING
CONTINUOUS
BEAD OF SEALANT
2"
JAMB
SILL
OPENING
EDGE OF THE JAMB FLASHING
STRIP 2" BEYOND THE OUTER
HEAD FLANGE. EXTEND THIS
ATTACH 12" WIDE VAPOR BARRIER
FLASHING MATERIAL OVER THE
APPLY A CONTINUOUS BEAD OF
OF THE HEAD NAILING FLANGE.
SEALANT TO THE FRONT FACE
OVER THE INSTALLED JAMB AND
ROUGH OPENING WITH FLANGES
SILL VAPOR BARRIER FLASHING
PLACE AND SECURE FRAME INTO
SEALANT TO THE BACK OF THE
APPLY A CONTINUOUS BEAD OF
MATERIAL.
WINDOW FRAME NAILING FLANGE
14"
VAPOR BARRIER
HEADER
4"
SILL FLASHING
SILL
JAMB
SOLID
ROUGH
OPENING
HEADER
OCCUR.
EVEN WITH THE JAMB OF THE
MATERIAL WITH INSIDE EDGE
WIDE VAPOR BARRIER FLASHING
ATTACH JAMB STRIPS OF 12"
ABOVE LOWER EDGE OF HEADER.
START JAMB STRIPS 2" BELOW
SILL STRIP AND EXTEND 4"
ROUGH OPENING.
ROOFING NAILS OR CORROSION-
ATTACH VAPOR BARRIER FLASHING
MATERIAL WITH GALVANIZED
ATTACH 12" WIDE VAPOR
BARRIER SILL FLASHING
MATERIAL WITH THE TOP EDGE
EVEN WITH THE TOP OF THE
EXTEND VAPOR BARRIER AT
LEAST 14" BEYOND THE EDGE
ROUGH SILL.
OF THE ROUGH OPENING.
ALL AREAS WHERE FLASHING
PROVIDE SOLID BACKING AT
MATERIAL LAPPING WILL
MATERIAL. 'SQUEEZE-OUT SHOULD
BE SEEN AROUND ENTIRE
PERIMETER OF WINDOW NAILING
FLANGE. KNOCK-DOWN EXCESS
SEALANT WITH A PUTTY KNIFE
AROUND ENTIRE PERIMETER OF
'SQUEEZE-OUT' SHOULD BE SEEN
AT THE FRONT OF THE TOP
NAILING FLANGE. KNOCK-DOWN
EXCESS SEALANT WITH A PUTTY
KNIFE AT ENTIRE PERIMETER OF
TOP NAILING FLANGE.
5.
WINDOW OPENING
6.
NO VERTICAL SPLICES IN BUILDING PAPER UNDER OF WITHIN 24 INCHES OF EACH SIDE OF
KEEP ALL WINDOW FASTENERS AT LEAST 3 INCHES AWAY FROM ALL WINDOW CORNERS
AND NAILING FLANGE JOINTS.
FASTENERS TO BE DRIVEN FLUSH NOT COUNTER SUNK OR BENT OVER FRAMES. NO CLINCHED 7.
FASTENERS ALLOWED. APPLY SEALANT OVER THE NAILING FLANGE OF THE WINDOW AFTER THE
NAILING IS COMPLETE.
REPAIR TORN DAMAGED FLASHING WITH SEALANT OR SELF-ADHESIVE SEAM TAPE.8.
BEAD OF SEALANT TO
PROVIDE CONTINUOUS
ALL CORNERS - TYP.
JAMB FLASHING
VAPOR BARRIER
BACKING
WINDOW FRAME.
RESISTANT STAPLES.
VAPOR BARRIER
2"
VAPOR BARRIER
HEAD FLASHING
SILL FLASHING
VAPOR BARRIER
THE JAMBS OF THE OPENING.
JAMB FLASHING
VAPOR BARRIER
SILL FLASHING
VAPOR BARRIER
BUILDING PAPER
UNDER SILL
FLASHING
BUILDING PAPER (TYP.)
FOR ADDITIONAL INFORMATION.
6"
WINDOW FRAME
OPENING
OR SIMILAR
BLDG. PAPER AT
BUILDING PAPER UNDER
CUT AWAY EXCESS
OPENING
SILL STRIP
BUILDING
TYP.PAPER TY
P
.
ALL MATERIALS SHALL BE IN STRICT CONFORMANCE WITH ASTM D 226 PER CRC SEC. R703.2.2.
1.SECTION R703.1 OF THE CRC STATES "EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH
A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE." THE PROCEDURE ABOVE IS RECOMMENDED
TO ACHIEVE THIS INTENT FOR THE FLASHING OF WALL OPENINGS TO INCLUDE BUT NOT LIMITED
TO: WINDOWS, DOORS, VENTS, ETC.
V
E
R
I
F
Y
2''
M
I
N
.
FI
E
L
D
1/
2
'
'
FIELD VER
I
F
Y
ALL JOINTS.
26 GA.- 1 PIECE
PAN FLASHING, SOLDER
6''
4''
WITH HEMMED EDGE
CONCRETE SLAB
CONCRETE FLATWORK
METAL FLASHING PAN
DOOR FRAME BEYOND
WEATHERSTRIP BASE
METAL THRESHOLD SET IN
1/4" CONTINUOUS BEADS OF
FINISH FLOOR
DOOR
INSTALLED OVER THREE
7-
3
/
4
"
MA
X
1/4" CONTINUOUS BEADS
OF SEALANT AND CONTINUE
UP THE JAMB FRAMING A
MIN. OF 1"
SEALANT TO CONTINUE UP THE
JAMB FRAMING A MIN. OF 1"
(LEAVE A GAP AT CENTER OF
THRESHOLD TO ALLOW TRAPPED
WATER TO ESCAPE)
ELASTOMERIC SHEET WATER-
PROOFING INSTALLED OVER
CONCRETE SLAB
1
2
3
4
5
SEE DETAIL SHEET AD3 FOR ALL EXTERIOR HARDIE SIDING FINISH NOTES
A
A 7.2.2024
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
1-HR RATED WALL ASSEMBLY PER
DETAIL 6/AD.1
C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Details.dwg, 11/11/2024 1:09:30 PM, AutoCAD PDF (General Documentation).pc3
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CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-24 CID# 6345
ERIK JORDAN
COMMERCIAL
11.11.2024
ARCHITECTURAL
DETAILS
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C:\Users\jwphi\OneDrive\ADU Work Flow\Arcadia\_Current\15 Christina Arcadia Details.dwg, 11/11/2024 1:09:33 PM, AutoCAD PDF (General Documentation).pc3
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CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 1 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
GENERAL INFORMATION
01 Project Name 15 Christina St ADU Unit1
02 Run Title Title 24 Analysis
03 Project Location 15 Christina St
04 City Arcadia 05 Standards Version 2022
06 Zip code 91006 07 Software Version EnergyPro 9.3
08 Climate Zone 9 09 Front Orientation (deg/ Cardinal)180
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 2
14 Addition Cond. Floor Area (ft
2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft
2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft
2)704 19 Glazing Percentage (%)10.23%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type All electric 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 2 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1EDR
(EDR2efficiency)
Total2EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 37.5 29.6 51.3
Proposed Design 36.9 29 50.9 0.6 0.6 0.4
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 0.00 kWdc
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 3 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
ENERGY USE SUMMARY
Energy Use
Standard Design Source
Energy (EDR1) (kBtu/ft
2-yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft
2-yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft
2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft
2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0.06 0.39 0.88 6.49 -0.82 -6.1
Space Cooling 1.44 30.07 1.05 29.34 0.39 0.73
IAQ Ventilation 0.48 5 0.48 5 0 0
Water Heating 2.62 27.95 1.95 21.31 0.67 6.64
Self
Utilization/Flexibility
Credit
0 0 0 0
Efficiency Compliance
Total 4.6 63.41 4.36 62.14 0.24 1.27
Photovoltaics 0 0 0 0
Battery 0 0
Flexibility 0
Indoor Lighting 0.99 9.33 0.99 9.33
Appl. & Cooking 5.37 65.48 5.32 65
Plug Loads 6.45 65.63 6.45 65.63
Outdoor Lighting 0.21 1.85 0.21 1.85
TOTAL COMPLIANCE 17.62 205.7 17.33 203.95
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 4 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
ENERGY USE INTENSITY
Standard Design (kBtu/ft
2- yr )Proposed Design (kBtu/ft
2 - yr )Compliance Margin (kBtu/ft
2- yr )Margin Percentage
Gross EUI
1 24.36 23.83 0.53 2.18
Net EUI
2 24.36 23.83 0.53 2.18
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
0 No PV - required PV
less than 1.8kWdc
Standard (14-17%)Fixed none true n/a n/a n/a n/a n/a
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•PV exception 2: No PV required when minimum PV size (Section 150.1(c)14) < 1.8 kWdc (0 kW)
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 5 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Indoor air quality ventilation
•Kitchen range hood
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft
2)Number of Dwelling
Units Number of Bedrooms Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
15 Christina St ADU Unit1 704 1 2 1 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft
2)Avg. Ceiling Height Water Heating System 1 Status
Unit1 Living Area Conditioned HVAC System1 704 9.08 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft
2)Window and Door
Area (ft2)
Tilt (deg)
Front Wall S Unit1 Living Area R-19 Wall + OS_180 Front 300.36 32 90
Left Wall W Unit1 Living Area R-19 Wall + OS_270 Left 209.93 25 90
Right Wall E Unit1 Living Area R-19 Wall + OS_90 Right 209.93 15 90
Interior Wall
Unit1 Living
Area>>Unit1 Living
Area
R-0 Wall n/a n/a 292.1 0 n/a
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 6 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft
2)Window and Door
Area (ft2)
Tilt (deg)
Attic Roof Unit1 Living Area R-30 Roof Attic_n/a n/a 704 n/a n/a
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Unit1 Living Area
Attic RoofUnit1 Living
Area Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
Window 2040_Window Front Wall S Front 180 1 8 0.3 NFRC 0.23 NFRC Bug Screen
Door 3080_Window Front Wall S Front 180 1 24 0.3 NFRC 0.23 NFRC Bug Screen
Window 5050_Window Left Wall W Left 270 1 25 0.3 NFRC 0.23 NFRC Bug Screen
Window 3050_Window Right Wall E Right 90 1 15 0.3 NFRC 0.23 NFRC Bug Screen
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft
2)Perimeter (ft)
Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth
Carpeted Fraction Heated
Slab-on-Grade Unit1 Living Area 704 79.32 none 0 80%No
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 7 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-19 Wall + OS_Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-19 None / None 0.074
Inside Finish: Gypsum Board
Cavity / Frame: R-19 in 5-1/2 in. (R-18) /
2x6
Exterior Finish: All Other Siding
R-0 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-0 None / None 0.266
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x6
Other Side Finish: Gypsum Board
Attic RoofUnit1 Living
Area Attic Roofs
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
R-30 Roof Attic_
Ceilings (below
attic)
Wood Framed
Ceiling 2x6 @ 16 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-15.7 insul.
Cavity / Frame: R-14.3 / 2x6
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units
Solar Heating
System
Compact
Distribution HERS Verification
Water Heater
Name (#)
DHW Sys 1
Domestic Hot
Water (DHW)
Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 8 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)
NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem
PROPH40 T2
RH37515 (40 gal,
JA13)
Outside Unit1 Living Area Unit1 Living Area
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution
Compact Distribution
Type Recirculation Control
Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name
Heating Equipment
Count Cooling Unit Name
Cooling Equipment
Count Fan Name Distribution Name
Required
Thermostat Type
HVAC System1
Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type
Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS Verification
Heating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1
VCHP-ductless 1 HSPF 8.5 24000 19200 EERSEER 15 9 Not Zonal
Single
Speed
Heat Pump System
1-hers-htpump
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 9 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2
Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)
Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?
HERS Verification Status
SFam IAQVentRpt 43 0.35 Exhaust No n/a / n/a No Yes
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit1 Calculation Date/Time:2024-10-10T10:20:57-07:00 (Page 10 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:21:18
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Viranchi Shah
www.gettitle24.com 10/10/2024
14730 Beach Blvd., #133 R19-19-30147
La Mirada, CA 90638 714-888-4736
Erik Jordan
Expedited Design 10/10/2024
5718 Canehill Ave,
Lakewood, CA 90713 562-422-8638
424-P010243789A-000-000-0000000-0000 10/10/2024 14:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
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CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 1 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
GENERAL INFORMATION
01 Project Name 15 Christina St ADU Unit2
02 Run Title Title 24 Analysis
03 Project Location 15 Christina St
04 City Arcadia 05 Standards Version 2022
06 Zip code 91006 07 Software Version EnergyPro 9.3
08 Climate Zone 9 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 2
14 Addition Cond. Floor Area (ft
2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft
2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft
2)714 19 Glazing Percentage (%)12.61%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type All electric 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 2 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1EDR
(EDR2efficiency)
Total2EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 37.3 29.5 51
Proposed Design 37.2 28.5 50.3 0.1 1 0.7
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 0.00 kWdc
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 3 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
ENERGY USE SUMMARY
Energy Use
Standard Design Source
Energy (EDR1) (kBtu/ft
2-yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft
2-yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft
2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft
2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0.07 0.48 1.26 9.24 -1.19 -8.76
Space Cooling 1.42 30.58 0.91 26.04 0.51 4.54
IAQ Ventilation 0.47 4.96 0.47 4.96 0 0
Water Heating 2.59 27.62 1.94 21.22 0.65 6.4
Self
Utilization/Flexibility
Credit
0 0 0 0
Efficiency Compliance
Total 4.55 63.64 4.58 61.46 -0.03 2.18
Photovoltaics 0 0 0 0
Battery 0 0
Flexibility 0
Indoor Lighting 0.98 9.27 0.98 9.27
Appl. & Cooking 5.29 64.52 5.22 63.88
Plug Loads 6.36 64.71 6.36 64.71
Outdoor Lighting 0.21 1.84 0.21 1.84
TOTAL COMPLIANCE 17.39 203.98 17.35 201.16
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 4 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
ENERGY USE INTENSITY
Standard Design (kBtu/ft
2- yr )Proposed Design (kBtu/ft
2 - yr )Compliance Margin (kBtu/ft
2- yr )Margin Percentage
Gross EUI
1 24.11 23.61 0.5 2.07
Net EUI
2 24.11 23.61 0.5 2.07
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
0 No PV - required PV
less than 1.8kWdc
Standard (14-17%)Fixed none true n/a n/a n/a n/a n/a
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•PV exception 2: No PV required when minimum PV size (Section 150.1(c)14) < 1.8 kWdc (0 kW)
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 5 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Indoor air quality ventilation
•Kitchen range hood
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft
2)Number of Dwelling
Units Number of Bedrooms Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
15 Christina St ADU Unit2 714 1 2 1 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft
2)Avg. Ceiling Height Water Heating System 1 Status
ADU Unit2 Area Conditioned HVAC System1 714 9.08 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft
2)Window and Door
Area (ft2)
Tilt (deg)
Front Wall E ADU Unit2 Area R-19 Wall + OS_90 Front 204.3 40 90
Rear Wall W ADU Unit2 Area R-19 Wall + OS_270 Back 204.3 25 90
Left Wall S ADU Unit2 Area R-19 Wall + OS_180 Left 6.08 0 90
Right Wall N ADU Unit2 Area R-19 Wall + OS_0 Right 306.45 25 90
Interior Wall
ADU Unit2 Area>>ADU
Unit2 Area
R-0 Wall n/a n/a 292.1 0 n/a
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 6 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft
2)Window and Door
Area (ft2)
Tilt (deg)
Attic Roof ADU Unit2 Area R-38 Roof Attic_n/a n/a 714 n/a n/a
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic ADU Unit2 Area
Attic RoofADU Unit2
Area Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
Window 2040_Window Front Wall E Front 90 1 8 0.3 NFRC 0.23 NFRC Bug Screen
Door 3080_Window Front Wall E Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
Window 2040_
2 Window Front Wall E Front 90 1 8 0.3 NFRC 0.23 NFRC Bug Screen
Window 5050_Window Rear Wall W Back 270 1 25 0.3 NFRC 0.23 NFRC Bug Screen
Window 5050_
2 Window Right Wall N Right 0 1 25 0.3 NFRC 0.23 NFRC Bug Screen
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft
2)Perimeter (ft)
Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth
Carpeted Fraction Heated
Slab-on-Grade ADU Unit2 Area 714 79.42 none 0 80%No
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 7 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-19 Wall + OS_Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-19 None / None 0.074
Inside Finish: Gypsum Board
Cavity / Frame: R-19 in 5-1/2 in. (R-18) /
2x6
Exterior Finish: All Other Siding
R-0 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-0 None / None 0.266
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x6
Other Side Finish: Gypsum Board
Attic RoofADU Unit2
Area Attic Roofs
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
R-38 Roof Attic_
Ceilings (below
attic)
Wood Framed
Ceiling 2x6 @ 16 in. O. C.R-38 None / None 0.026
Over Ceiling Joists: R-23.7 insul.
Cavity / Frame: R-14.3 / 2x6
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units
Solar Heating
System
Compact
Distribution HERS Verification
Water Heater
Name (#)
DHW Sys 1
Domestic Hot
Water (DHW)
Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 8 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)
NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem
PROPH40 T2
RH37515 (40 gal,
JA13)
Outside ADU Unit2 Area ADU Unit2 Area
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution
Compact Distribution
Type Recirculation Control
Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name
Heating Equipment
Count Cooling Unit Name
Cooling Equipment
Count Fan Name Distribution Name
Required
Thermostat Type
HVAC System1
Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type
Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS Verification
Heating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1
VCHP-ductless 1 HSPF 8.5 24000 19200 EERSEER 15 9 Not Zonal
Single
Speed
Heat Pump System
1-hers-htpump
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 9 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2
Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)
Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?
HERS Verification Status
SFam IAQVentRpt 43 0.35 Exhaust No n/a / n/a No Yes
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:15 Christina St ADU Unit2 Calculation Date/Time:2024-10-10T10:21:39-07:00 (Page 10 of 10)
Calculation Description:Title 24 Analysis Input File Name:6220_15 Christina St, Arcadia, CA 91006_Energy Analysis_V9.3.1- ADU
Unit2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-10-10 10:22:03
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Viranchi Shah
www.gettitle24.com 10/10/2024
14730 Beach Blvd., #133 R19-19-30147
La Mirada, CA 90638 714-888-4736
Viranchi Shah
www.gettitle24.com 10/10/2024
14730 Beach Blvd., #133
La Mirada, CA 90638 714-888-4736
424-P010243791A-000-000-0000000-0000 10/10/2024 10:29 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
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RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units
INSULATION Area
Construction Type Cavity (ft2) Special Features Status
FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor:
Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R-Value Status
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
New
Page 13 of 19
10/10/2024
none
10.2%
New
15 Christina St ADU Unit1
none
none
N/A
n/a
72
n/a
CA Climate Zone 09
Right (E)
24.0
Left (W)
0.300
25.0
1
0.300
Heat Pump
0.23
New
1
New
4
HVAC System Ductless / with Fan
Demising
Unheated Slab-on-Grade
Roof
- no insulation -
Wood Framed Attic R 30
New
0.300
0.23
704
40
N/A
3.10
New
- no insulation -
Ductless
15.0 SEER
704
648
none
none
1
none
Electric Heat Pump
Standard
Front (S)
Front (S)8.0
n/a
New
704
New
Slab
Wall Wood Framed
15 Christina St Arcadia
N/A
New
8.50 HSPF
0.30
Split Heat Pump
User Number: 3835
none15.0
0.300
0.23
none
0.23
N/A
Setback
New
New
ID: _|6220
R 19
Wood Framed
Perim = 79'
EnergyPro 9.3 by EnergySoft
292
RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units
INSULATION Area
Construction Type Cavity (ft2) Special Features Status
FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor:
Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R-Value Status
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
New
Page 13 of 19
10/10/2024
none
12.6%
New
15 Christina St ADU Unit2
none
none
N/A
n/a
90
n/a
CA Climate Zone 09
Right (N)
24.0
Rear (W)
0.300
25.0
1
0.300
Heat Pump
0.23
New
1
New
4
HVAC System Ductless / with Fan
Demising
Unheated Slab-on-Grade
Roof
- no insulation -
Wood Framed Attic R 38
New
0.300
0.23
714
40
N/A
3.10
New
- no insulation -
Ductless
15.0 SEER
714
631
none
none
1
none
Electric Heat Pump
Standard
Front (E)
Front (E)16.0
n/a
New
714
New
Slab
Wall Wood Framed
15 Christina St Arcadia
N/A
New
8.50 HSPF
0.30
Split Heat Pump
User Number: 3835
none25.0
0.300
0.23
none
0.23
N/A
Setback
New
New
ID: _|6220
R 19
Wood Framed
Perim = 79'
EnergyPro 9.3 by EnergySoft
292
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name Date
System Name Floor Area
ENGINEERING CHECKS SYSTEM LOAD
Number of Systems COIL COOLING PEAK COIL HTG. PEAK
Heating System CFM Sensible Latent CFM Sensible
Output per System Total Room Loads
Total Output (Btuh) Return Vented Lighting
Output (Btuh/sqft) Return Air Ducts
Cooling System Return Fan
Output per System Ventilation
Total Output (Btuh) Supply Fan
Total Output (Tons) Supply Air Ducts
Total Output (Btuh/sqft)
Total Output (sqft/Ton) TOTAL SYSTEM LOAD
Air System
CFM per System HVAC EQUIPMENT SELECTION
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%) Total Adjusted System Output
Outside Air (cfm/sqft) (Adjusted for Peak Design conditions)
Note: values above given at ARI conditions TIME OF SYSTEM PEAK
HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak)
COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
24,000
7,063
0 cfm
0
0
0.0
0
55 / 54 ºF
10/10/2024
352.0
34.1
0
Aug 3 PM
0
21,951
0.00
Ductless Mini Split
55 / 54 ºF
0
75 / 62 ºF
0
0
280
0
0
68 ºF
24,000
0
15 Christina St ADU Unit1
24,000
75 / 62 ºF
17,078
0
0
31 ºF
0
Heating Coil
0
105 ºF
180
2.0
HVAC System 704
0
7,063
Outside Air
17,078
5,947
5,947
68 ºF
0
234
21,951
Jan 1 AM
46.9%
1
0.00
Outside Air
Cooling Coil
34.1
75 / 62 ºF
0
0 cfm
68 ºF
105 ºF
96 / 68 ºF
24,000
0.0%
234
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name Date
System Name Floor Area
ENGINEERING CHECKS SYSTEM LOAD
Number of Systems COIL COOLING PEAK COIL HTG. PEAK
Heating System CFM Sensible Latent CFM Sensible
Output per System Total Room Loads
Total Output (Btuh) Return Vented Lighting
Output (Btuh/sqft) Return Air Ducts
Cooling System Return Fan
Output per System Ventilation
Total Output (Btuh) Supply Fan
Total Output (Tons) Supply Air Ducts
Total Output (Btuh/sqft)
Total Output (sqft/Ton) TOTAL SYSTEM LOAD
Air System
CFM per System HVAC EQUIPMENT SELECTION
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%) Total Adjusted System Output
Outside Air (cfm/sqft) (Adjusted for Peak Design conditions)
Note: values above given at ARI conditions TIME OF SYSTEM PEAK
HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak)
COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
24,000
7,131
0 cfm
0
0
0.0
0
55 / 54 ºF
10/10/2024
357.0
33.6
0
Aug 3 PM
0
21,951
0.00
Ductless Mini Split
55 / 54 ºF
0
75 / 62 ºF
0
0
296
0
0
68 ºF
24,000
0
15 Christina St ADU Unit2
24,000
75 / 62 ºF
17,078
0
0
31 ºF
0
Heating Coil
0
105 ºF
182
2.0
HVAC System 714
0
7,131
Outside Air
17,078
6,280
6,280
68 ºF
0
237
21,951
Jan 1 AM
46.9%
1
0.00
Outside Air
Cooling Coil
33.6
75 / 62 ºF
0
0 cfm
68 ºF
105 ºF
96 / 68 ºF
24,000
0.0%
237
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2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022)
Building Envelope:
§ 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. *
§ 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a).
§ 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. *
§ 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped.
§ 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS).
§ 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R.
§ 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a):
Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. *
§ 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
§ 150.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102.
Masonry walls must meet Tables 150.1-A or B. *
§ 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 150.0(f):
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g).
§ 150.0(g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d).
§ 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation.
§ 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. *
Fireplaces, Decorative Gas Appliances, and Gas Log:
§ 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0(e)1: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. *
§ 150.0(e)3: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. *
Space Conditioning, Water Heating, and Plumbing System:
§ 110.0-§ 110.3: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the California Energy Commission. *
§ 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. *
§ 110.2(b):
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. *
§ 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat. * § 110.3(c)3:
Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating.
§ 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed.
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and
spa heaters. * § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2.
§ 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer.
§ 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. *
§ 150.0(j)2:
Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve.
§ 150.0(n)1:
Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director.
Ducts and Fans:
§ 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in
these spaces must not be compressed. * § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands.
§ 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers.
§ 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating.
§ 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1.
§ 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. *
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(m)13:
Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. *
Ventilation and Indoor Air Quality:
§ 150.0(o)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. *
§ 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole-dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C.
§ 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii.
§ 150.0(o)1G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand-controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi. *
§ 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow
rates and sound requirements per §150.0(o)1G
Pool and Spa Systems and Equipment:
§ 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating. *
§ 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating.
§ 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
§ 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. *
Lighting:
§ 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable
requirements of § 110.9. *
§ 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. *
§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met.
§ 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
§ 150.0(k)1E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control.
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k). *
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. *
§ 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
§ 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed.
§ 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. *
§ 150.0(k)2A: Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. *
§ 150.0(k)2B: Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 150.0(k).
§ 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9.
§ 150.0(k)2D: Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A.
§ 150.0(k)2E: Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed.
§ 150.0(k)2F: Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall-mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A.
§ 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements.
§ 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power.
§ 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
Solar Readiness:
§ 110.10(a)1:
Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A:
Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be
located on the roof or overhang of the building and have a total area no less than 250 square feet. *
§ 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north.
§ 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. *
§ 110.10(b)3B:
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. *
§ 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents.
§ 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system.
§ 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant.
§ 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
§ 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.”
Electric and Energy Storage Ready:
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(s) Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source.
§ 150.0(t) Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.”
§ 150.0(u) Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.”
§ 150.0(v) Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.”
*Exceptions may apply.
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SCALE 1/4" = 1'-0", DO NOT SCALE
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SCALE 1/4" = 1'-0", DO NOT SCALE
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HOLES AND NOTCHES IN WOOD
SHEAR WALL CORNERS
TYP. ROOF OR FLOOR DIAPHRAGM
PLY NAILING @ EDGES
TYP. STUD WALL OPEN'G. FRM'G.
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STRUCTURAL STEEL
NOTES FOR STRUCTURAL OBSERVATION (IF SPECIFIED)
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CONNECTION OF STUD
TO SILL WHEN SINGLE
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PROVIDE SHEAR PANEL
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