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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
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ATRIUM ENCLOSURE &
INTERIOR ALTERATION
PERMIT PLANS
2023 E FRUIT ST, SANTA ANA, CA 92701
SHEET INDEX
NUMBER NAME
A1 TITLE SHEET
A2 SITE & DEMOLITION PLAN
A3 PROPOSED FLOOR PLANS
S ROOF PLAN & EXTERIOR ELEVATION
D DETAILS
T TITLE 24 DOCUMENTATION
CG CAL GREEN MEASURES
BUILDING DATA
OCCUPANCY TYPE: R-2/U
CONSTRUCTION TYPE: V-B
FIRE PROTECTION: NON-SPRINKLERED
EXISTING FIRE RATING: NON-RATED
BUILDING TYPE: SINGLE FAMILY
LOT SIZE: 5,022 SQFT
YEAR BUILT: 1976
NUMBER OF STORIES: 1
BUILDING HEIGHT: 14'-0" +/- EXISTING
UNIT AREA: 1,512 SQFT
ADDITION AREA: 158 SQFT
LOAD CALCULATIONS
TOTAL FEET2 x3: 1512
APPLIANCES: 3000 VA
LAUNDRY: 1500 VA
WATER HEATER: 4500 VA
DISHWASHER: 1200 VA
MICROWAVE: 1200 VA
DISPOSAL: 900 VA
WASHER / DRYER: 5000 VA
OVEN / RANGE: 4000 VA
REFRIGERATOR: 500 VA
SUB TOTAL = 23312 VA
-10,000 VA = 13312 VA
x40% = 5324.8 VA
+10,000 VA = 15324.8 VA
+HVAC (4,500 VA) = 19824.8 VA
/240 = 82.6 A
(E) CAPACITY = 200 A ✔
SINGLE-LINE DIAGRAM
SCOPE OF WORK
M
(E) 1-1/2"C - 3#1 & 1#6GRND
(E) GROUND BUS
(E) MAIN SWITCHBOARD
120/208V, 1Ø-3W
225A
3P
(E)
PANEL
'A'
1. CODE COMPLIANCE: ALL WORK SHALL COMPLY WITH THE CURRENT AND APPLICABLE
FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE: 2022 CBC,
CEC, CPC, CMC, CRC, CFC, CALGREEN, TITLE 24, ETC. THE CONSTRUCTION
DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR
REGULATION. IN THE EVENT OF DISCREPANCIES AMONG CONSTRUCTION
DOCUMENTS, SPECIFICATIONS, AND AFOREMENTIONED CODE REQUIREMENTS; IT IS
ADVISED TO ADHERE TO THE: NOTE, CODE, OR SPECIFICATION WHICH PRESCRIBES
AND ESTABLISHES THE MORE COMPREHENSIVE JOB OR THE HIGHER / STRINGENT
STANDARD.
2. A CALIFORNIA-LICENSED CONTRACTOR SHALL BE REQUIRED TO PERFORM WORK
REQUIRING MORE THAN $500 WORTH OF MATERIAL AND LABOR COSTS.
CONTRACTOR(S) AND EMPLOYEES SHALL BE ON SITE ONLY FOR CONTRACTUAL
DUTIES AND PERFORM WORK IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY
INCONVENIENCE OR DANGER TO USERS OF THE PREMISES OR ADJACENT SITES.
NECESSARY UTILITY SERVICE SHUT OFFS / DISCONNECTIONS SHALL BE SCHEDULED
WITH ANY OWNER / OCCUPANTS EFFECTED, PRIOR TO CONDUCTING OUTAGE(S) OR
INTERRUPTIONS. UNDER NO CIRCUMSTANCES WILL ANY SITE VISITS CONCERN
CONSTRUCTION MEANS, METHODS OR SAFETY.
3. IN ACCORDANCE WITH CCR, TITLE 8, 1529(F) (2)(A): EACH EMPLOYER WHO HAS A
WORKPLACE OR WORK OPERATION COVERED BY THIS STANDARD SHALL ENSURE
THAT A "COMPETENT PERSON" CONDUCTS AN EXPOSURE ASSESSMENT IMMEDIATELY
BEFORE OR AT THE INITIATION OF THE OPERATION TO ASCERTAIN EXPECTED
EXPOSURES DURING THAT OPERATION OR WORKPLACE. THE ASSESSMENT MUST BE
COMPLETED IN TIME TO COMPLY WITH REQUIREMENTS WHICH ARE TRIGGERED BY
EXPOSURE DATA OR THE LACK OF A "NEGATIVE EXPOSURE ASSESSMENT," AND TO
PROVIDE INFORMATION NECESSARY TO ASSURE THAT ALL CONTROL SYSTEMS
PLANNED ARE APPROPRIATE FOR THAT OPERATION AND WILL WORK PROPERLY.
WHERE REQUIRED BY THE CITY OF LAGUNA WOODS, PROVIDE A COPY OF THE
EXPOSURE ASSESSMENT AND THE SCAQMD NOTIFICATION TO THE CITY OF LAGUNA
WOODS, PRIOR TO PERMIT ISSUANCE.
4. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE SYMBOLS ARE ESSENTIALLY
DIAGRAMMATIC. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF
CONSTRUCTION OR SIZE OF EQUIPMENT / FIXTURES; EXACT DIMENSIONS MUST BE
OBTAINED FROM THE MANUFACTURER. ANY DEVIATIONS FROM THE PLANS OR
SPECIFICATIONS MUST BE APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.
5. EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND USED
FOR REFERENCE ONLY. VERIFY ALL FURNISHED DRAWINGS WITH EXISTING
CONDITIONS AT THE SITE AND PROMPTLY NOTIFY THE OWNER OF ANY
DISCREPANCIES PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION,
EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT.
NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED.
6. THESE DOCUMENTS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE
INSTALLATION OF SYSTEMS. ERRORS OR OMISSIONS, SHALL NOT RELIEVE ANY
CONTRACTOR FROM FULLY AND CORRECTLY PERFORMING THE WORK IN WHICH IS
NECESSARY AND CUSTOMARY TO CARRY OUT THE INTENT OF THE CONSTRUCTION
DOCUMENTS AND SPECIFICATIONS.
7. WRITTEN APPROVAL, IN ADDITION TO THE CONSTRUCTION DOCUMENTS, FROM THE
ARCHITECT OR STRUCTURAL ENGINEER IS REQUIRED PRIOR TO BORING, NOTCHING,
CUTTING OR IN ANY WAY ALTERING ANY STRUCTURAL MEMBER.
8. FIRE AND SMOKE BARRIER PENETRATIONS AND OPENINGS THROUGH WALLS,
CEILINGS, FLOORS, ETC, SHALL BE RESEALED TO MAINTAIN THE RATING OF THE
ASSEMBLY. INSTALL A FIRE STOP SYSTEM PER THE MANUFACTURER'S
INSTRUCTIONS, THAT IS RE-ENTERABLE, REUSABLE, UL-CLASSIFIED, AND PROPERLY
LABELED.
9. CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND IS RESPONSIBLE FOR
CONDUCTING AND COMPLETING ALL WORK IN A NEAT AND PROFESSIONAL MANNER,
INCLUDING A FINAL CLEANUP OF THE WORK SITE PRIOR TO FINAL INSPECTION.
10. CAREFULLY PROTECT ALL WALLS, TRIMS, FLOORS, EQUIPMENT, UTILITY LINES,
MATERIALS, ETC. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE
SMALLER AREA IF POSSIBLE AND RESTORE ALL SURFACES WHICH ARE DAMAGED
BECAUSE OF THE INSTALLATION OF THIS WORK TO THEIR ORIGINAL CONDITION. ANY
DAMAGE TO THE OWNER'S PROPERTY SHALL BE REPAIRED OR REPLACED WITH AN
APPROVED EQUAL, AT NO ADDITIONAL COST.
11. SALVAGED EQUIPMENT AND MATERIALS SHALL REMAIN THE PROPERTY OF THE
OWNER AND SHALL BE NEATLY STORED AND PROTECT ON THE PREMISES AS
DIRECTED BY OWNER. 65% OF NON-HAZARDOUS DEMOLITION AND CONSTRUCTION
MATERIALS SHALL BE RECYCLED. HAZARDOUS MATERIALS SHALL BE DISPOSED PER
GUIDELINE OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH SERVICES AND
OTHER AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL BEAR THE SOLE
RESPONSIBILITY OF AFOREMENTIONED OBLIGATIONS.
12. MATERIALS AND EQUIPMENT PROVIDED SHALL BE NEW, ENERGY STAR CERTIFIED (IF
APPLICABLE), INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND
APPROVED, BEAR THE UNDERWRITERS LABEL (UL), AND ARE SUBJECT TO FIELD
VERIFICATION. TEMPORARILY REMOVED EQUIPMENT, MATERIALS, AND SUPPLIES
SHALL BE PROTECTED AND REPLACED IN THEIR ORIGINAL LOCATIONS.
13. THE CONTRACTOR SHALL RELOCATE EXISTING EQUIPMENT, FIXTURES, CONDUITS,
CONDUCTORS, BOXES, FITTINGS, ETC WHICH INTERFERES WITH PLANNED WORK AND
PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING EQUIPMENT,
FIXTURES, ETC. SCHEDULED TO REMAIN. VERIFY CIRCUIT NUMBERS AND LOADS FOR
ALL EXISTING EQUIPMENT / FIXTURES PRIOR TO INSTALLATION OF NEW / RELOCATED
ELECTRICAL EQUIPMENT / FIXTURES. CIRCUITS AND LOADS SHALL BE REASSIGNED
ACCORDINGLY AND PANEL CARDS / DIRECTORIES / AS-BUILTS SHALL BE UPDATED, IN
TYPING, TO INDICATE EACH CIRCUIT'S SPECIFIC FUNCTION AND LOCATION. LABEL ALL
UNUSED CIRCUIT BREAKERS AS "FUTURE," PER NEC.
14. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT / CONDUCTOR RUNS AND
SHALL REUSE AS REQUIRED, ONLY IF IN PROPER WORKING ORDER. ALL UNUSED
CONDUITS / CONDUCTORS SHALL BE DISCONNECTED AND REMOVED. UNUSED
CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN
PLACE. RELOCATE EXISTING CONDUITS AND / OR CONDUCTORS / CABLING ROUTING
THROUGH AREAS WHERE NEW / REMOVED WALLS ARE SPECIFIED.
15. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) WITH
INSULATED BUSHINGS NO SMALLER THAN 1/2". EMT CONNECTIONS SHALL BE
COMPRESSION OR SET SCREW TYPE. LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL
BE USED FOR MOTOR CONNECTIONS, PER ARTICLE 350. PVC CONDUIT SHALL BE USED
ONLY FOR UNDERGROUND. FLEXIBLE METAL CONDUIT SHALL BE INSTALLED PER
ARTICLE 340. MC CABLE SHALL BE SUITABLE FOR INSTALLATION IN CONCEALED
AREAS SUCH AS ABOVE CEILINGS AND INSIDE WALLS, PER ARTICLE 330. INSIDE BEND
RADIUS SHALL BE 10 TIMES THE INTERNAL DIAMETER OF THE CONDUIT.
NON-ELECTRICAL CONDUIT SHALL HAVE #12 GALVANIZED PULL WIRE INSTALLED BY
ELECTRICAL CONTRACTOR.
16. NO PIPING, DUCTS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT
SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE
ELECTRICAL EQUIPMENT AND A MINIMUM OF 3 FEET OF WORKING SPACE SHALL BE
PROVIDED AND MAINTAINED.
17. ALL FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.
18. RELOCATION AND / OR REMOVAL OF EXISTING EQUIPMENT, FIXTURES, OUTLETS
BOXES, CONDUITS, WIRING, ETC. MAY AFFECT THE OPERATION OF REMAINING
ELECTRICAL EQUIPMENT / FIXTURES. THE CONTRACTOR SHALL PROVIDE ADDITIONAL
MATERIALS, AS REQUIRED, TO MAINTAIN AND / OR RESTORE CONTINUITY OF
SERVICES TO REMAINING ELECTRICAL / DEVICES. WHERE NEW PARTITIONS OR
OTHER CONSTRUCTION WILL COVER REMAINING OUTLETS, MAKING THEM
INACCESSIBLE, RELOCATE THESE OUTLETS AS REQUIRED, OR MAKE OTHER
PROVISIONS SO THAT THE OUTLETS WILL REMAIN ACCESSIBLE AND OPERATIONAL.
WHERE EXISTING WALLS AND CEILINGS ARE TO REMAIN, PROVIDE BLANK COVER
PLATES FOR OUTLETS WHERE EQUIPMENT OR DEVICES ARE REMOVED UNDER THIS
CONTRACT. PATCH AND PAINT TO MATCH SURROUNDING AREA.
19. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER-PROOF TYPE AND GFCI
PROTECTED. COORDINATE MOUNTING HEIGHTS OF RECEPTACLES, SWITCHES, A/V
DEVICES, SECURITY DEVICES, ETC. MOUNTED ON COMMON WALLS SO THAT ALL
OUTLETS ARE MOUNTED TO ALIGN HORIZONTALLY.
20. CONDUCTORS SHALL BE 600 VOLT TYPE THHN OR THWN SOLID SOFT-DRAWN COPPER
FOR WIRE SIZES #12 THROUGH #10 AND STRANDED COPPER FOR LARGER SIZES.
SIZED PER CODE WITH A MINIMUM SIZE OF 12AWG. PROVIDE GROUND WIRE IN EACH
CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT
BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH.
CONDUCTORS SHALL BE DELIVERED TO THE SITE IN THEIR ORIGINAL UNBROKEN
PACKAGES, PLAINLY MARKED OR TAGGED WITH SIZE, TYPE, INSULATION,
MANUFACTURER'S / TRADE NAME. MANUFACTURED DATE SHALL NOT EXCEED TWO (2)
YEARS PRIOR TO THE DATE OF DELIVERY TO THE SITE.
21. CONDUIT FOR TELEPHONE / CABLING SHALL BE PROVIDED WITH INSULATED
BUSHINGS AND HAVE AN INSIDE BEND RADIUS OF 10 TIMES ITS INTERNAL DIAMETER.
MAINTAINED A MINIMUM CLEARANCE OF 4 FEET FROM TRANSFORMERS & 1 FOOT
FROM POWER CIRCUITS / LUMINAIRES.
22. LUMINAIRES SHALL BE LED ONLY, CEC CERTIFIED, APPROVED FOR WET LOCATIONS,
RATED FOR STARTING & OPERATING TEMPERATURES OF BELOW 0°F, AND INSTALLED
IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. RECESSED FIXTURES
SHALL BE PRE-WIRED TO ATTACHED J-BOX IN ACCORDANCE WITH LOCAL CODE
REQUIREMENTS AND ACCESSIBLE PER NEC. FIXTURES SHALL BE APPROVED FOR
MAXIMUM NUMBER OF WIRES GOING IN / OUT OF THE FIXTURES AS SHOWN ON PLANS.
THE CONTRACTOR SHALL VERIFY THE TYPE AND CONDITION OF CEILING AND SHALL
REPORT ANY DISCREPANCIES THAT WILL CAUSE LUMINARIES NOT TO FIT INTO
CEILING / WALL / FLOOR SPACES PRIOR TO SUBMITTING SHOP DRAWINGS AND TO
ORDERING. THEY ARE FULLY RESPONSIBLE TO PROVIDE ALL PROPER MOUNTING
BRACKETS, HARDWARE AND MATCHING TRIM FOR ALL CEILING CONDITIONS, AT NO
EXTRA CHARGE TO THE OWNER.
23. LUMINARIES IN FIRE-RATED CEILINGS / WALLS SHALL BE APPROVED FOR THE FIRE
RATING OF THE CEILING AND ENCLOSED IN A FIRE-RATED BOX EQUAL TO CEILING /
WALL RATING WITH 3" CLEARANCE FROM ALL SIDES.
24. PROVIDE TO THE OWNER A WRITTEN GUARANTEE, IN COMPLIANCE WITH DIVISION 1,
AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR FROM FINAL
ACCEPTANCE OF PROJECT BY OWNER. DO NOT DELIVER THESE ITEMS TO THE JOB
SITE UNTIL SHOP DRAWINGS HAVE BEN REVIEWED AND APPROVED BY BOTH
ARCHITECT & ENGINEER.
25. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NON-HAZARDOUS
CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH THE CALIFORNIA
GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4.
26. ANY WORK REQUIRING MORE THAN $500 WORTH OF MATERIAL AND LABOR COSTS
SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR FOR EACH TRADE
AS REQUIRED.
GENERAL PROJECT NOTES
ABBREVIATIONS
(D) EXISTING TO BE DEMOLISHED CPC CALIFORNIA PLUMBING CODE N.I.C. NOT IN CONTRACT
(E) EXISTING TO REMAIN CRC CALIFORNIA RESIDENTIAL CODE NO. / # NUMBER
(R) EXISTING TO BE REPLACED / RETROFIT D / H / L / W DEPTH / HEIGHT / LENGTH / WIDTH PROVIDE FURNISH, INSTALL & CONNECT
A / AMP(S) AMPERE(S)DIA / Ø DAIMETER REQ REQUIRED / REQUIREMENTS
ADU / MDU ACCESSORY / MAIN DWELLING UNIT FT / ' FEET (IMPERIAL)RM ROOM
AFF ABOVE FINISHED FLOOR FGW FIXED GLASS WINDOW SFD SINGLE FAMILY DWELLING
ALT ALTERATIONS GFI GROUND FAULT CIRCUIT INTERRUPTER SGD / SGW SLIDING GLASS DOOR / WINDOW
CA CALIFORNIA HDR HEADER SIMP SIMPSON STRONG-TIE
CBC CALIFORNIA BUILDING CODE IN / " INCHES (IMPERIAL)TYP TYPICAL
CEC CALIFORNIA ELECTRIC / ENERGY CODE IRC INTERNATIONAL RESIDENTIAL CODE UNO UNLESS NOTED OTHERWISE
CFC CALIFORNIA FIRE CODE O.C. ON CENTER W/H WATER HEATER
CMC CALIFORNIA MECHANICAL CODE NEC NATIONAL ELECTRIC CODE ~ APPROXIMATELY (CONFIRM W/ OWNER)
EXTERIOR:
· ENCLOSE ATRIUM WITH GABLE ROOF AND
CONCRETE FLOOR, TO MATCH EXISTING SFD.
· REPLACE EXTERIOR ATRIUM BLOCK WALL WITH
TIMBER PARTITION WALL.
· ENCLOSE (2) SLIDERS WITH WOOD FRAMED WALL.
· REPLACE LIVING ROOM SLIDER WITH BARN DOOR.
· PROVIDE (3) SKYLIGHTS.
INTERIOR:
· REMOVE DOORS AND NON-BEARING PARTITION
WALLS AS INDICATED.
· PROVIDE POWER, LIGHTING, DOORS AND
NON-BEARING PARTITION WALLS AS INDICATED.
VICINITY MAP
MECHANICAL, ELECTRICAL AND PLUMBING ARE
NOT PART OF THIS PLAN REVIEW AND APPROVAL.
MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
BLDG # 101119585
APPROVALS
BLDG - GHuang
PLNG - CSantana
POLICE - BMartin
2023 E Fruit St -
10111958511/21/2024
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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
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1SITE & DEMOLITION PLAN 1/4" = 1'-0"
DEMOLITION LEGEND
EXISTING TO REMAIN
EXISTING DEMISING WALLS [#3/D]
DEMOLISH EXISTING [#1/D]
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2021 E FRUIT ST
2025 E FRUIT ST
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45
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30'-2"
16
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97'-6"
9'
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32'-5"
10'-7"15'
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5'
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7'-7"
4'
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9
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5'-10"
7'-6"
15'-10"24'-6"
9'-6"
19
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9'-8"
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11'-5"19'-10"
PROPERTY LINE
2023 E Fruit St -
10111958511/21/2024
SCALE:
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2PROPOSED FLOOR PLAN 1/4" = 1'-0"
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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
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SYMBOLS LIST
NEW WALL [PER DETAIL #/D]
EXISTING WALL TO REMAIN
EXISTING DEMISING WALL [PER DETAIL #6/D]
DOWNLIGHT - RECESS-MOUNT IN CAN. UL LISTED FOR WET
LOCATIONS. "?" DENOTES SWITCH LEG.
LIGHT FIXTURE - SURFACE-MOUNT ON JUNCTION BOX. UL
LISTED FOR WET LOCATIONS. "?" DENOTES SWITCH LEG.
SINGLE-POLE / THREE-WAY LINE-VOLTAGE TOGGLE SWITCH -
WALL-MOUNT ON FLUSH OUTLET BOX +45"AFF(UNO) W/
MULTIPLE SWITCHES UNDER COMMON COVER PLATE. "?"
DENOTES SWITCH LEG.
STANDARD / GFCI-TYPE DUPLEX RECEPTACLE - WALL-MOUNT
ON FLUSH OUTLET BOX +18"AFF. DEDICATED GFI CIRCUITS.
STANDARD / GFCI-TYPE DUPLEX RECEPTACLE - WALL-MOUNT
ON FLUSH OUTLET BOX +45"AFF(UNO). DEDICATED GFI
CIRCUITS.
TV BOX - WALL-MOUNT (2) 2-GANG RECESSED TV BOX W/ A
DUPLEX AND CONNECTED BY LOW VOLTAGE PATHWAY AT
+18"AFF & +52"AFF. 1/2" PLY BACKING.
(1) 220V + (1) 120V GFI-TYPE OUTLETS - WALL-MOUNT ON
FLUSH 2-GANG OUTLET BOX +18"AFF.
DISCONNECT SWITCH - CONNECT EQUIPMENT TO
HORSEPOWER-RATED SWITCH & FUSES SIZED PER
MANUFACTURER REQUIREMENTS. WALL-MOUNT +45"AFF(UNO).
WEATHERPROOF AS REQUIRED.
SMOKE & CARBON MONOXIDE DETECTOR & ALARM - CEILING /
WALL-MOUNT PER MANUFACTURES SPECIFICATIONS.
SUPPLY REGISTER - MINIMUM 6" DIAMETER W/ GRILLE AND
LOUVER. SIZE DUCTS PER DETAIL #12/D & TABLE 7.1 / ASHRAE
62.2.
GENERAL NOTES
1.DOORS TO BE 1-3/8" (INTERIOR) & 1-3/4" (EXTERIOR) THICK WITH 36" DEEP
DOOR-WIDTH LANDINGS SLOPED 2% AWAY [CRC §R311.3]. THRESHOLDS
TO BE 3/4" (SLIDING) & 1/2" (SWING) [CRC §R1010.1.7]. REFER TO
PROPOSED PLANS FOR HEIGHT & WIDTH [CBC §1132A].
3.GLAZING WITHIN 24" OF DOORS & 60" OF SHOWERS / TUBS SHALL BE
TEMPERED SAFETY GLASS [CRC §R308.4]
FENESTRATION SHALL HAVE A U-FACTOR = 2.26, SHGC = 0.83 &
CERTIFICATE LABEL [CEC §110.6]. VENTILATION & LIGHTING
REQUIREMENTS [CBC §1202 & 1204}.
4.DEMISING WALLS & GARAGES TO BE 1-HOUR FIRE-RATED FLOOR TO ROOF
WITH 1-3/8" SELF-CLOSING, SELF LATCHING, SOLID-CORE, 20 MINUTE
FIRE-RATED DOOR. [DETAIL #3/D & CRC §R302].
5.OPERABLE EMERGENCY ESCAPE & RESCUE TO BE IN PROVIDED IN
SLEEPING SPACES AND OPEN DIRECTLY TO A PUBLIC WAY W/ A
NET-CLEAR OPENINGS OF 30"x30" & A BOTTOM OF 44"AFF. [CRC §R310]
6.SETBACKS FOR (N) STRUCTURES TO BE 5'-0" FROM PROPERTY LINE.
7.SMOKE & CARBON MONOXIDE ALARMS TO BE (#1) INSTALLED INSIDE &
OUTSIDE EACH SLEEPING ROOM WITH A MINIMUM OF 3'-0" FROM
BATHROOM DOORS. (#2) INTERCONNECTED IN SUCH A MANNER THAT THE
ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
INDIVIDUAL UNIT. (#3) CLEARLY AUDIBLE IN ALL BEDROOMS OVER
BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
(#4) PROVIDED WITH BATTERY BACK-UP. [CRC §R314 & §R315]
8.PLUMBING FIXTURES & WALLS TO BE (#1) PROVIDED WITH WATER, WASTE
& VENT. (#2) SIZED PER PLUMBING FIXTURE SCHEDULE. (#3) CONNECT TO
EXISTING SUPPLY [DETAIL #3/D]. (#4) 2"x6" STUDS WALLS. [CBC §2308.5]
9.HOT & COLD WATER TUBING TO BE TYPE "K" COPPER WITH LEAD FREE
SOLDERED. WASTE LINE SHALL BE PVC. PIPING TO BE SEISMICALLY
BRACED IN ACCORDANCE WITH SMACNA GUIDELINES AND INSTALLED
WITHOUT ALTERATION TO CEILING MEMBERS. SHOWERS TO BE
PROVIDED WITH THERMOSTATIC / PRESSURE-BALANCING TYPE MIXING
VALVES. [DETAIL #3/D & CPC §R604]
10.SHOWER / BATHTUB GLAZING TO BE TEMPERED [CBC §R2406.4.5] AND
FLOORS & WALLS TO BE FINISHED WITH A NONABSORBENT SURFACE TO
6'-0"AFF. [DETAIL #4/D & CRC §R307.2]
11.RECEPTACLES TO BE TAMPER RESISTANT [CEC §406.12]. KITCHEN,
BATHROOM, WASHER / DRYER, & LAUNDRY MACHINE CIRCUITS SHALL BE
GFI & DEDICATED. [CEC §210.11 & §406.12]
12.LUMINAIRES TO BE UL WET-LOCATION RATED, HIGH EFFICACY [BEES
§150(K)(1)(A)] & CONTROLLED BY DIMMER SWITCH. [BEES §150(K)(2A)(F)]
PLAN NOTES
1.PROVIDE SKYLIGHT W/ (4) 2"x4" SUPPORTS & 1-HOUR FIRE ASSEMBLY
DRYWALL ALL SIDES. INSTALL ON TOP OF UNALTERED ROOF MEMBERS
PER DETAIL #4/D. [VELUX FCM 02-0310 - ESR-0199] SKYLIGHTS SHALL BE
TESTED BY AN APPROVED INDEPENDENT LABORATORY & BEAR A LABEL
IDENTIFYING MANUFACTURER, PERFORMANCE GRADE RATING &
APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE W/ AAMA /
WDMA / CSA 101 / I.S.2 / A440. [PER CRC §R308.6.9]
2.REPLACE BLOCK WALL WITH 1-HOURS FIRE RATED 2x4 STUD WALL PER
DETAIL #5/D.
3.PROVIDE 5" SLAB. CONNECT TO EXISTING FOOTINGS PER DETAIL #2/D.
DELIVER CONCRETE TO ATRIUM VIA PUMP & HOSE THROUGH FRONT
DOOR.
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2'
4'
12'
4'
1
4'
1'
1
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2021 E FRUIT ST
2025 E FRUIT ST
TV
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17'-9"16'
16
'
12
'
-
2
"
30'-2"
16
'
97'-6"
9'
-
1
0
"
32'-5"
10'-7"15'
12
'
-
7
"
5'
-
5
"
7'-7"
4'
-
9
"
5'-10"
7'-6"
15'-10"24'-6"
9'-6"
19
'
-
2
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TV
9'-8"
3
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4'
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9
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18
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11'-5"19'-10"
PROPERTY LINE
2023 E Fruit St -
10111958511/21/2024
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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
SH
E
E
T
N
A
M
E
:
D
DE
T
A
I
L
S
GYPBOARD
METAL
CORNER
STUCCO
FINISH
DOOR / WINDOW HEAD & JAM & SILL
HEADER /
SILL / JACK
STUD
SEALANT
BETWEEN
FLANGE &
MOISTOP
BUILDING
PAPER
"MOISTOP"
FLASHING
6" LAP
INSULATION
SHIMS
HEADER SPANS ROOF & CEILING LOADS ONLY
SPECIES: DOUGLAS FIR-LARCH - GRADE #2 OR BETTER
SIZE QTY EXTERIOR [CBC §2308.4.1.1(1)]INTERIOR [CBC §2308.4.11(2)]
36'-0"24'-0"12'-0"36'-0"24'-0"12'-0"
2" x 4"x2 2' - 7" (1)3' - 1" (1)4' - 0" (1)2' - 4" (1)2' - 10" (1)4' - 1" (1)
2" x 6"
x1 2' - 7" (2)3' - 1" (2)4' - 0" (1)
x2 3' - 10" (1)4' - 7" (1)6' - 0" (1)3' - 6" (1)4' - 4" (1)6' - 1" (1)
2" x 8"
x1 3' - 3" (2)3' - 11" (2)5' - 1" (2)
x2 4' - 10" (2)5' - 9" (1)7' - 7" (1)4' - 5" (2)5' - 5" (1)7' - 9" (1)
x3 6' - 1" (1)7' - 3" (1)9' - 5" (1)5-' - 7" (1)6' - 10" (1)9' - 8" (1)
2" x 10"
x1 3' - 11" (2)4' - 8" (2)6' - 0" (2)
x2 5' - 9" (2)6' - 10" (2)9' - 0" (1)5' - 3" (2)6' - 6" (2)9' - 2" (1)
x3 7' - 3" (2)8' - 7" (1)11' - 3" (1)6' - 7" (2)8' - 1" (1)11' - 5" (1)
2" x 12"
x1 4' - 7" (3)5' - 5" (2)7' - 1" (2)
x2 6' - 10" (2)8' - 1" (2)10' - 7" (2)6' - 3" (2)7' - 7" (2)10' - 9" (1)
x3 8' - 6" (2)10' - 1" (2)13' - 2" (1)7' - 9" (2)9' - 6" (2)13' - 6" (1)
*JACK STUDS MAY BE SUBSTITUTED FOR SIMPSON STRONG-TIE HEADER
HANGERS (MODELS: HH4 & HH6) PROVIDED THE LOAD IS ALLOWABLE PER
TABLE #6 - UES EVALUATION REPORT: #112.
*HEADER PER PLANS
*ALT: SIMP HH4 OR HH6
FOR WINDOWS:
DOUBLE SILL PLATE ON 2"x4" CRIPPLE
STUDS @ EACH END & @16"O.C.
16GA GALVANIZED TIE.
6" LAP. (8)10D EA SIDE
OF NOTCH [CRC R602.6]
2x PT SILL
16"OC UNO
KI
N
G
S
T
U
D
P
E
R
P
L
A
N
S
*JACK TO KING STUD
92
5 8"
P
R
E
-
C
U
T
S
T
U
D
S
97
1 8"
T
O
P
O
F
W
A
L
L
1/2" WOOD
STRUCTURAL PLY
DRIP SCREED
(PER R703.7.2.1)
x2 LAYERS 10-MIN
GRADE-D PAPER
(ASTM E2556)
17GA THREE-COAT
FURRED WIRE
3-LAYER STUCCO
@ 7/8" THICK
2"AFF
EXTERIOR STUCCO WALL
4"AFG
R-
1
5
B
A
T
T
I
N
S
U
L
A
T
I
O
N
SCALE:1WALL FRAMING DETAIL (GENERIC)1" = 1'-0"
INSTALL 9"-WIDE PAN FLASHING 12"
PAST EXTERIOR DOOR / WINDOW
CORNERS, CUT AND FOLD UP 6" TO
FORM PAN. PATCH CORNERS. APPLY
SEALANT ALONG HEAD AND SIDES
ONLY. INSTALL DOOR / WINDOW
THEN 9"-WIDE SIDE FLASHING 10"
PAST CORNERS. COVER WITH
PEEL-AND-STICK FLASHING TAPE.
INSTALL 9"-WIDE HEAD FLASHING
WITH SEAL TAPE TO SHEATHING.
TAPE CUTS OVER HEAD FLASHING.
*FASTENERS PER
TABLE R602.3(1) OR
MANUFACTURE - #2/T
4"x4" OR 3-STUD
(CALI CORNER)
WA
L
L
N
O
T
C
H
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G
:
-
2
5
%
L
O
A
D
-
B
E
A
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-
4
0
%
P
A
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N
1/2" GYP
CEILING
5/
8
"
G
Y
P
IN
T
E
R
I
O
R
1.5"W - 16 GA TIE
EA. SIDE +(6)16D
*CENTER
BLOCKING
@42" & 54"
(8) 16D FACE NAIL EA
SIDE OF END JOINT
(MIN 48" LAP)
WA
L
L
B
O
R
I
N
G
:
-
4
0
%
L
O
A
D
B
E
A
R
I
N
G
-
6
0
%
P
A
R
T
I
T
I
O
N
A
B
A
B
SCALE:4SKYLIGHT INSTALLATION DETAIL 1" = 1'-0"
SHEATHING
VELUX ECL
SADDLE FLASHING
2 3/8
"
-
4
"
BASIS OF DESIGN:
VELUX FCM CURB
MOUNTED FIXED
SKYLIGHT
5"-5
1
/
4
"
VELUX ECL
SILL FLASHING
UNDERLAYMENT
VAPOR BARRIER
FINISH MATERIAL
HEADERS OR BLOCKING
AS REQUIRED PER CODE(S)
INSULATION -
PLACE CAREFULLY
AROUND WINDOW
VELUX ECL HEAD
FLASHING PLACED
BETWEEN UNDERLAYMENT
SECTION A-A
UNDERLAYMENT
GENERAL NOTES
1.UNDERLAYMENT TO BE FOLDED UP AGAINST ALL CURB SIDES.
2.VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE.
3.WRAP CURB IN ADHESIVE UNDERLAYMENT PROVIDED WITH
VELUX FLASHING.
4.VELUX RECOMMENDS USE OF VELUX TYPE ZOZ 216 ADHESIVE
UNDERLAYMENT TO WRAP CURB WHEN NOT USING VELUX
FLASHINGS.
INSULATIONVAPOR
BARRIER FINISH MATERIALSECTION B-B
OPTIONAL
ACCESSORY
TRAY
UNDERLAYMENT NOTE 1 & 3
FASTEN TO CURB WITH SCREWS
FURNISHED WITH SKYLIGHT
BASIS OF DESIGN: VELUX FCM
CURB MOUNTED FIXED SKYLIGHT
CURB
VENTILATION
SKYLIGHT
CURBFINISH MATERIAL
FINISH RAW EDGE OF FINISH MATERIAL TO
PROVIDE A MOISTURE BARRIER UTILIZING
SEALING TAPE AND/OR ADHESIVE SEALANT
SHEATHING
VELUX ECL
STEP FLASHING
UNDERLAYMENT
VELUX ECL
STEP FLASHING
ASPHALT
SHINGLE
ASPHALT SHINGLE
ELEVATION
Asphalt
shingles
ECL
FCM
SCALE:3ROOF FRAMING DETAIL (GENERIC)1" = 1'-0"
24"
MAX
3/4
D
D
ALLOWABLE SPANS SPECIES: DOUGLAS FIR-LARCH - GRADE #2 OR BETTER
CRC T-R802.4.1(1&2), T-R802.5.1(1&2) & T-R502.3.1(1&2)
DL / LL
ROOF RAFTERS (TO RIDGE)CEILING JOISTS FLOOR JOISTS
L / Δ = 180 L / Δ = 240 L / Δ = 240 L / Δ = 360
SIZE O.C.10 / 20 20 / 20 10 / 20 20 / 20 5 / 10 10 / 20 10 / 30 20 / 30 10 / 40 20 / 40
2" x 4"
24"8' - 2"7' - 0"7' - 10"7' - 0"9' - 10"7' - 3"
16"9' - 10"8' - 7"8' - 11"8' - 7"11' - 3"8' - 11"
12"10' - 10"10' - 0"9' - 10"9' - 10"12' - 5"9' - 10"
2" x 6"
24"11' - 11"10' - 4"11' - 11"10' - 4"15' - 0"10' - 8"9' - 3"8' - 3"8' - 3"7' - 6"
16"14' - 7"12' - 7"14' - 1"12 - 7"17' - 8"13' - 0"10' - 9"10' - 1"9' - 9"9' - 3"
12"16' - 10"14' - 7"15' - 6"14' - 7"19' - 6"15' - 0"11' - 10"11' - 8"10' - 9"10' - 8"
2" x 8"
24"15' - 1"13' - 0"15' - 1"13' - 0"19' - 1"13' - 6"11' - 8"10' - 5"10' - 5"9' - 6"
16"18' - 5"16' - 0"18' - 5"16' - 0"23' - 4"16' - 6"14' - 2"12' - 9"12' - 9"11' - 8"
12"21' - 4"18' - 5"20' - 5"18' - 5"25' - 8"19' - 1"15' - 7"14' - 9"14' - 2"13' - 6"
2" x 10"
24"18' - 5"15' - 11"18' - 5"15' - 11"23' - 3"16' - 5"14' - 3"12' - 9"12' - 9"11' - 8"
16"22' - 6"19' - 6"22' - 6"19' - 6"26' - 0"20' - 2"17' - 5"15' - 7"15' - 7"14' - 3"
12"26' - 0"22' - 6"26' - 0"22' - 6"23' - 3"19' - 10"18' - 0"18' - 0"16' - 5"
2" x 12"
24"21' - 4"18' - 6"21' - 4"18' - 6"26' - 0"16' - 6"14' - 9"14' - 9"13' - 6"
16"26' - 0"22' - 7"26' - 0"22' - 7"20' - 3"18' - 1"18' - 1"16' - 6"
12"26' - 0"26' - 0"23' - 4"20' - 11"20' - 11"19' - 1"
*JACK STUDS MAY BE SUBSTITUTED FOR SIMPSON STRONG-TIE HEADER HANGERS (MODELS: HH4 & HH6)
PROVIDED THE LOAD IS ALLOWABLE PER TABLE #6 - UES EVALUATION REPORT: #112.
2x DOUBLE TOP PLATE
SIMP H2.5A + 0.131"x2.5" EA FACE
2x CEILING JOIST
+ R-30 BATT*TOE NAIL
*FASTENERS PER TABLE R602.3(1) - #2/T
STEP #1 STEP #2
STEP #3 STEP #4
1-1/4"
W
I
D
E
2
0
G
A
R
I
D
G
E
S
T
R
A
P
*BLOCKING
RAFTE
R
*12" JOIST LAP w/ BLOCKING FOR BEARING
RAFTER
1"x4" COLLAR TIE @48"O.C.
*TOE
N
A
I
L
*FACE
N
A
I
L
(5)16d CO
M
M
O
N
N
A
I
L
CRC R
8
0
2
.
5
.
2
(
1
)
2x BLOCKING @16"OC FOR PARTITION
BEARING
RIDGE
BOARD
FULL LENGTH 2"x4" STUD
ASPHALT SHINGLES
(12" STAGGER)
#15 ASPHALT FELT (2" LAP)
*5/8" CDX PLY
(5)16d COMMON NAIL
CRC R802.5.2(1)
SIMP H3
*TOE NAIL
PLATELINE
2x RAF
T
E
R
SCALE:2FOUNDATION DETAIL (GENERIC)1" = 1'-0"
4"[CRC R404.1.6]
1' MIN
15 MIL VAPOR BARRIER
4" SLAB
2x PT SILL PLATE
1'
M
I
N
22
PERIMETER SLAB
OR LANDING
MAT SLAB
FOOTING
(BELOW)
GENERAL NOTES
A.CONCRETE TO BE 2,500 PSI, OVER 1/2 AGGREGATE, OVER 10 MIL VAPOR BARRIER, UNO.
B.CONTINUOUS FOOTINGS UNDER BEARING WALLS, PER CRC T-R403.1(1).
C.LAP REBAR 15" MIN.
D.FORM RECESS UNDER SHOWER / TUB AREA
DETAIL NOTES
1.(2) #4 REBAR TOP & BOTTOM OF FOOTING +90DEG CORNER BENDS, UNO.
2.HORIZONTAL #4 REBAR @1'-6"OCEW, 3" BELOW SLAB W/ DOBIE BRICKS, UNO.
3.5/8"Ø GALV ANCHOR BOLT @4"-12" SHEAR / PT END & @6'-0"OC. EMBED 7".
4.EMBED #4 REBAR 10" @16"OC. USE SIMPSON SET-EX EPOXY ICBO# ER5279 INTO (E) SLABS. REBAR TOP
& BOTTOM FOR FOOTING TO FOOTING UNION.
22
4" OF 1/2" AGGEGATE
3"
1
1
3
3
4
4
SCALE:5CRICKET ROOF ASSEMBLY DETAIL 1" = 1'-0"
FLOOR PLAN:
RIGHT ELEVATION:
FRONT ELEVATION:
(E
)
W
A
L
L
(E) WALL
2"x4"
CRICKET
RAFTERS
2"x4" CRICKET
RIDGEBOARD
REFER TO ROOF FRAMING DETAIL
FOR CONNECTIONS.
12"
4"
12"
4"
(E) 4:12 PITCH
12"
1"
(E) 4:12 PITCH
(E) WALL
1:
1
2
P
I
T
C
H
1:
1
2
P
I
T
C
H
(E
)
4
:
1
2
P
I
T
C
H
2"x4" CRICKET RAFTERS
TOE NAIL TO TOP OF
EXISTING RAFTERS
SCALE:7ROOF OPENING CONSTRUCTION DETAIL 1" = 1'-0"
REATTACHED WITH
LIQUID CEMENT.
CUT & FOLD BACK
UNDERLAYMENT.
TOP FLASHING (3RD)
BOTTOM FLASHING (1ST)
SIDE FLASHING (2ND)
BOTTOM FLASHING (1ST)
PROVIDE
MENDING
PLATE
EACH SIDE
OF FRAME
SKYLIGHT TO BE INSTALLED ON TOP
OR IN BETWEEN EXISTING RAFTERS.
FLOOR
AD
J
A
C
E
N
T
U
N
I
T
/
F
I
R
E
Z
O
N
E
SCALE:6FIRE-RATED WALL DETAIL 1" = 1'-0"
1.PROVIDE FIRE-RATED WALLS FLOOR TO ROOF AT PARALLEL OR RIGHT ANGLES TO EACH SIDE OF DOUBLE
WOOD STUDS W/ TYPE 'W' SCREWS @12"O.C.
2.PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOORS & CEILINGS SHALL BE PROTECTED WITH
THROUGH-PENETRATION & MEMBRANE-PENETRATION FIRE STOPS. [PER §113 CBC]
3.FIRE ASSEMBLIES SHALL COMPLY WITH ASTM E814 OR UL 1479. HILTI #W-L-3320 (OR APPROVED EQUAL).
CEILING
ROOF
ATTIC SPACE
1.2"x4" STUD WALL +3.5" SOUND ATTENUATION
FIBERGLASS INSULATION.
2.EXTERIOR: STUCCO FINISH PER DETAIL #1/D.
3.5/8" TYPE X GYPSUM BOARD +LATEX PAINT.
4.FLOOR / SILL / WALL / TOP PLATE / BLOCKING
MEMBRANE-PENETRATION FIRESTOP SYSTEM.
5.1-HOUR PANEL / BLOCKING + TYPE X GYPSUM.
6.*DEMISING WALLS: (2) LAYER 5/8" TYPE X GYP.
7.*FIRE ZONES: CLASS A COOL ROOF (ESR-2119
CRRC: 1000-0028 - 1000-0031)
1
3
2
4
4
4
4
1
5
6
7
4
SCALE:8WALL INFILL CONSTRUCTION DETAIL 1" = 1'-0"
(E) HEADER
PARTITION WALLS:
4.5" SIMP PINS (PDPAWL-287 MG)
@24"O.C. & 6" EACH END
BEARING WALLS:
1/2"Ø ANCHOR BOLT
4"-12" EA. END & 6'OC
[CRC R403.1.6]
4.5" SIMP PINS
(PDPAWL-287 MG)
@24"O.C. & 6" EACH END
2x PT SILL
16"OC UNO
*JACK TO KING STUD
*FASTENERS
PER TABLE
R602.3(1) - #2/T
2023 E Fruit St -
10111958511/21/2024
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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
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SCALE:2INTERIOR ELEVATION 3/8" = 1'-0"
PLAN NOTES
1.NOT USED.
2.2"x8" RAFTER & 2"x6" CEILING JOIST FRAMING @16"OC. FROM FRONT TO BACK LOAD-BEARING WALL
3.EXISTING 12"x12" FOOTING.
4.6" SLAB PER DETAIL #2/D +#4 REBAR @16"OCSQ.
EMBED 9" IN (E) FOOTINGS W/ SIMP SET-3G ICBO# ESR4057
5.SIMP HDU8 EA. END. EMBED BOLT 8".
6.4.5" SST POWER-ACTUATED PINS (PDPAWL-287 MG) @ 24"O.C.
7.2"x4" STUD WALL @16"OC. +R-15 BATT INSULATION PER DETAIL #1/D.
DO NOT BORE OR NOTCH. UTILITIES WILL BE RUN OVER HEAD AND BETWEEN MEMBERS
8.STUCCO FINISH PER DETAIL #1/D. COLOR & TEXTURE TO MATCH EXISTING.
9.2"x4" CEILING +R-30 BATT INSULATION.
10.1/2" STRUC-1 CDX PLYWOOD +8D DIAPHRAGM NAILING @6:12 TORCH DOWN ROOFING PER DETAIL #3/D.
11.ROOF CRICKETS PER DETAIL #5/D.
12.WALL-MOUNT RAIN GUTTER TO BACKYARD.
#
11'-5"10'-7"15'5'-10"9'-8"
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"NO WINDOWS CAN BE INSTALLED ON
THE NORTH WALL OF THE HOME, AS
THEY WOULD OVERLOOK THE
NEIGHBOR’S OUTDOOR LIVING AREA."
16'
(E) WALL
12"
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9"9"4" OF 1/2" CLEAN AGGREGATE
10MIL VAPOR BARRIER 6" JOINT LAP
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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
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PARTY CHAPTER 3 - GREEN BUILDING
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 §101.7.301.1.1 Additions & 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 § 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 §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 §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.
302.1 MIXED OCCUPANCY BUILDINGS. Each portion of a mixed occupancy 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 &Appendix A4, as applicable.
2) [HCD] For purposes of CALGreen, live/work units, complying with §419 of the California Building Code, shall not
be considered mixed occupancies. Live/Work units shall comply with Chapter 4 &Appendix A4, as applicable.
DIVISION 4.1 PLANNING &DESIGN
ABBREVIATION DEFINITIONS: AA: Additions &Alterations HR: High Rise LR: Low Rise N New
BSC: California Building Standards Commission OSHPD: Office of Statewide Health Planning & Development
HCD: Department of Housing &Community Development DSA-SS: Division of the State Architect, Structural Safety
CHAPTER 4 - RESIDENTIAL MANDATORY MEASURES
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.
4.106.1 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 &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 &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 &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 &alterations not altering the drainage path.
4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION. New construction shall comply with
§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
§4.106.4, may adversely impact the construction cost of the project. 2) Accessory Dwelling Units (ADU) &Junior
Accessory Dwelling Units (JADU) without additional parking facilities.
4.106.4.1 NEW ONE- &TWO-FAMILY DWELLINGS &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".
4.106.4.2 NEW MULTIFAMILY DWELLINGS, HOTELS &MOTELS &NEW RESIDENTIAL PARKING FACILITIES.
When parking is provided, parking spaces for new multifamily dwellings, hotels &motels shall meet the requirements
of §4.106.4.2.1 & 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 §22511.2
for further details.
4.106.4.2.1 MULTIFAMILY DEVELOPMENT PROJECTS WITH LESS THAN 20 DWELLING UNITS; AND HOTELS
&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
&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 §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.
Y N/A RESPON.
PARTY
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 §4.106.4.2.2.1. Exception: Electric vehicle charging stations serving
public accommodations, public housing, motels &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 ofthe 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 §4.106.4.2.2.1.1 &§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 minimumaisle. 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 §4.106.4.2.2.1.1 &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, §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. 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 &Pavement Markings) or its successor(s).
4.106.4.3 ELECTRIC VEHICLE CHARGING FOR ADDITIONS &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.
DIVISION 4.2 ENERGY EFFICIENCY
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 4.3 WATER EFFICIENCY &CONSERVATION
4.303.1 WATER CONSERVING PLUMBING FIXTURES &FITTINGS. Plumbing fixtures (water closets &urinals)
and fittings (faucets &showerheads) shall comply with the §4.303.1.1, 4.303.1.2, 4.303.1.3, &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 §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.
4.303.1.4.1 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 &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), §1605.1 (h)(4) Table H-2, §1605.3 (h)(4)(A), &§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),§1605.1 (h)(4) &§1605.3 (h)(4)(A).
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 &≤ 8 1.20
PRODUCT CLASS 3 (> 8.0 OZF)1.28
Title 20 §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 &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 &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
NOTE: THIS TABLE COMPILES THE DATA IN §4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE
USER.
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
Y N/A RESPON.
PARTY
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water &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 &Less Exempt Compounds in Grams per
Liter)
SEALANTS VOC
LIMIT SEALANTS VOC
LIMIT
ARCHITECTURAL 250 ROADWAY 250
MARINE DECK 760 SINGLE-PLY ROOF MEMBRANE 450
NONMEMBRANE ROOF 300 OTHER 420
SEALANT PRIMERS:MODIFIED BITUMINOUS 500
NON-POROUS (ARCHITECTURAL)250 MARINE DECK 760
POROUS (ARCHITECTURAL)775 OTHER 750
TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3
(GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS)
COATING CATEGORY VOC
LIMIT COATING CATEGORY VOC
LIMIT
FLAT COATINGS 50 NONFLAT-HIGH GLOSS COATINGS 150
NON-FLAT COATINGS 100
SPECIALTY COATINGS GRAPHIC ARTS COATINGS (SIGN PAINTS)500
ALUMINUM ROOF COATINGS 400 HIGH TEMPERATURE COATINGS 420
BASEMENT SPECIALTY COATINGS 400 INDUSTRIAL MAINTENANCE COATINGS 250
BITUMINOUS ROOF COATINGS 50 LOW SOLIDS COATINGS1 120
BITUMINOUS ROOF PRIMERS 350 MAGNESITE CEMENT COATINGS 450
BOND BREAKERS 350 MASTIC TEXTURE COATINGS 100
CONCRETE CURING COMPOUNDS 350 METALLIC PIGMENTED COATINGS 500
CONCRETE/MASONRY SEALERS 100 MULTICOLOR COATINGS 250
DRIVEWAY SEALERS 50 PRETREATMENT WASH PRIMERS 420
DRY FOG COATINGS 150 PRIMERS, SEALERS, & UNDERCOATERS 100
FAUX FINISHING COATINGS 350 REACTIVE PENETRATING SEALERS 350
FIRE RESISTIVE COATINGS 350 RECYCLED COATINGS 250
FLOOR COATINGS 100 ROOF COATINGS 50
FORM-RELEASE COMPOUNDS 250 RUST PREVENTATIVE COATINGS 250
SHELLACS:
CLEAR 730 TRAFFIC MARKING COATINGS 100
OPAQUE 550 TUB & TILE REFINISH COATINGS 420
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100 WATERPROOFING MEMBRANES 250
STAINS 250 WOOD COATINGS 275
STONE CONSOLIDANTS 450 WOOD PRESERVATIVES 350
SWIMMING POOL COATINGS 340 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.
Y N/A RESPON.
PARTY
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. NOTE: 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/
DIVISION 4.4 MATERIAL CONSERVATION &RESOURCE EFFICIENCY
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.
4.408.1 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 §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 job sites
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 §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 §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 §4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with §4.408.2, items 1 through 5, §4.408.3 or §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).
4.410.1 OPERATION &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 §42649.82
(a)(2)(A) et seq. are note required to comply with the organic waste portion of this section.
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.501.1 SCOPE. The provisions of this chapter shall outline means of reducing 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.
4.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (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 §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. 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, §94700 & §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, §94521(a). REACTIVE
ORGANIC COMPOUND (ROC): Any compound that has the potential, once emitted, to contribute to ozone
formation in the troposphere. A volatile organic compound (VOC) broadly defined as a chemical compound based on
carbon chains or rings with vapor pressures greater than 0.1mm of mercury at room temperature. These compounds
typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, §94508(a).
4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed wood
stove 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. Wood stoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
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 §94507.
4.504.2.2 PAINTS &COATINGS. Architectural paints &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 sub§4.21, 4.36, &4.37 of the 2007 California Air Resources Board, Suggested Control Measure,
&the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.
4.504.2.3 AEROSOL PAINTS &COATINGS. Aerosol paints &coatings shall meet the Product-weighted MIR Limits
for ROC in §94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and
ozone depleting substances, in §94522(e)(1) &(f)(1) of California Code of Regulations, Title 17, commencing with
§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.
Y N/A RESPON.
PARTY
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,
§93120 THROUGH 93120.12. 2) THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF
5/16" (8 MM).
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 &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, §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 &CSA 0325 standards. 5) Other methods
acceptable to the enforcing agency.
4.505.1 GENERAL. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by
the California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 CAPILLARY BREAK. A capillary break shall be installed in compliance with at least one of the
following: 1) A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided
with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, 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 §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.
4.506.1 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.
4.507.2 HEATING &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.
CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR 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.
703.1 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.
2023 E Fruit St -
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RESTRICTIVE NOTICE:
THE RECIPIENT
ACKNOWLEDGES THAT
INFORMATION, PLANS,
SPECIFICATIONS, AND DESIGNS
CONTAINED IN THESE
DRAWINGS ARE THE
CONFIDENTIAL PROPERTY OF
MOONSHOT CONSULTANCY LLC
AND THE CONTENTS SHALL NOT
BE DISCLOSED TO OTHERS,
USED OR REPRODUCED IN
WHOLE OR IN PART FOR ANY
PURPOSE WITHOUT THE PRIOR
WRITTEN CONSENT OF
MOONSHOT CONSULTANCY LLC.
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1TITLE 24 DOCUMENTATION
2FASTENING SCHEDULE
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
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 details provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in HERS Registry
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name: 2023 Calculation Date/Time: 8/1/2024 12:50 PM (Page 1 OF 2)
Calculation Description: TITLE 24 ANALYSIS Input File Name: 2023.ribd22
GENERAL INFORMATION
01 Project Name 2023
02 Run Title Title 24 Analysis
03 Project Location 2023 E. Fruit St.
04 City Santa Ana 05 Standards Version 2022
06 Zip Code 92701 07 Software Version CBECC-Res 2022.3.1
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single-Family 11 Number of Dwelling Units 1
12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 2
14 Addition Cond. Floor Area 158 ft²15 Number of Stories 1
16 Existing Cond. Floor Area 1,512 ft²17 Fenestration Average U-factor 1
18 Total Cond. Floor Area 1,670 ft²19 Glazing Percentage (%)42.23%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type NATURAL GAS 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 Building does not require field testing or HERS verification
03 This building incorporates one or more Special Features shown below.
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2-yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2-yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin(EDR2)
Space Heating 0 1.49 0 1.57 0 -0.08
Space Cooling 0 23.21 0 21.3 0 1.19
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 39.35 0 39.35 0 0
Self Utilization /
Flexibility Credit 0 0
Compliance Energy
Total 0 64.05 0 62.22 0 1.83
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 6.67 0 6.67
Appl. & Cooking 0 22.4 0 22.34
Plug Loads 0 38.96 0 38.96
Outdoor Lighting 0 1.64 0 1.64
TOTAL COMPLIANCE 0 133.72 0 131.83
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
2023 1,670 1 2 1 1 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System Status
MDU Conditioned HVAC 1,512 8 DHW Existing
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exception Status Verified Existing
Condition
Floor MDU Interior Floor n/a n/a 1,670 n/a n/a Existing No
Ceiling MDU R0 ClgBlwAttic Cons n/a n/a 1,670 n/a n/a Existing No
Front MDU R15/4 Exterior Wall 90 FRONT 186 16 90 none Existing No
Right MDU R15/4 Exterior Wall 180 RIGHT 352 106 90 none Existing No
Back MDU R15/4 Exterior Wall 270 BACK 186 18 90 none Existing No
Left MDU R15/4 Exterior Wall 0 LEFT 352 54 90 none Existing No
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
(x in 12)Reflectance Emittance Radiant Barrier Cool Roof Status Verified Existing
Condition
Attic Asphalt Shingle Roof Ventilated 5 0.25 0.85 No No Existing No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor Source SHGC Source Exterior
Shading Status Verified Existing
Condition
1 Window FRONT FRONT 90 4.00 4.00 1 16 0.3 NFRC 0.23 NFRC Bug Screen Existing No
2 Window BACK BACK 270 3.00 8.66 1 26 0.3 NFRC 0.23 NFRC Bug Screen Existing No
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name: 2023 Calculation Date/Time: 8/1/2024 12:50 PM (Page 2 OF 2)
Calculation Description: TITLE 24 ANALYSIS Input File Name: 1.ribd22
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
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 U-factor Assembly Layers
R15/4 Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C.R-15 None / 4 0.64
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Sheathing / Insulation: R-4 Sheathing
Exterior Finish: 3 Coat Stucco
R0 ClgBlwAttic Cons Ceiling (below
attic)Wood Framed Ceiling 2x4 Roof Truss
@ 16 in. O.C.R-30 None / None 0.032
Over Eiling Joist: R-30 insul.
Cavity / Frame: R-30 / 2x6
Inside Finish: Gypsum Board
Asphalt Shingle Roof Attic Roof Wood Framed Ceiling
2x4 Top Chord
of Roof Truss
@ 16 in. O.C.
R-0 None / None 0.21
Roofing: Light Roof (Asphalt Shingles)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x6
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Distribution
Type
Water Heater
Name
Number of
Units
Solar Heating
System
Compact
Distribution
HERS
Verification
Water Heater
Name (#)Status
Verified
Exisitng
Condition
Existing Water
Heating
System
DHW Domestic Hot
Water (DHW)Standard WH 1 n/a None n/a WH (1)Existing No YES
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
Name
Heating
Elememt
Type
Tank Type # of
Units
Tank
Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated
Input Type
Input
Rating or
Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss or
Recovery
Eff
1st Hr.
Rating or
Flow Rate
Tank
Location Status
Verified
Existing
Condition
WH Gas Consumer
Storage 1 50 UEF 0.56 Btu/Hr 75000 0 78 80 Per
Plans Existing No
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC
Heat Pump
heating
cooling
t4-
SplitHeatPu
mp
1
t4-
SplitHeatPu
mp
1 t24-Fan-
Furnace
t24-Ducts-
CondSpace n/a Exisitng No Yes
HVAC HEAT PUMP - HEAT PUMPS
01 02 03 05 06 07 08 09 10 11 11 11
Name System Type Number of
Units
Heating Cooling Zonally
Controlled Compressor Type HERS VerificationHSPF /
HSPF2 / COP Cap 47 Cap 17 Backup Heat
AFUE SEER/SEER2 EER / EER2 /
CEER
HP Central split HP 1 18 32000 25000 80 20 12.2 Not Zonal Single Speed t24-SplitHeatPump-
user-hers-htpump
HVAC HEAT PUMP - 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
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Design
Type
Duct Ins.
R-value Duct Location Surface Area Bypass
Duct
Duct
Leakage
HERS
Verification Status
Verified
Existing
Condition
Existing
Distribution
system
New
Ducts
>= 25 ftSupplyReturnSupplyReturnSupplyReturn
Ducts Unconditi
oned Attic Non-Verified R-6 R-6 Attic Attic n/a n/a
No
Bypass
Duct
Existing
(not
Specified)
t24-Ducts-
CondSpace-
hers-dist
Existing No n/a
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan power (Watts/CFM)Name
t24-Fan-Furnace HVAC Fan 0.45 t24-Fan-Furnace-fan
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Kevin Kamishin
Documentation Author Signature:
KEVIN KAMISHIN
Company:
Moonshot Consultancy
Signature Date:
8/1/2024
Address:
949 W. Carol Ave
CEA/HERS Certification Identification (If applicable):
n/a
City/State/Zip:
Santa Ana, CA 92707
Phone:
(714) 520-1243
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:
Kevin Kamishin
Responsible Designer Signature:
KEVIN KAMISHIN
Company:
Moonshot Consultancy
Date Signed:
8/1/2024
Address:
949 W. Carol Ave
License:
n/a
City/State/Zip:
Santa Ana, CA 92707
Phone:
(714) 520-1243
Registration Number: 419-P010055585A-000-000-0000000-0000 Registration Date/Time: 8/1/2024 12:50 PM HERS Provider: CHEERS
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version - 2022.0.000 / rev 20220901 Report Generated at: 8/1/2024
FASTENING SCHEDULE (TABLE R602.3(1))
ITEM BUILDING ELEMENTS NUMBER & TYPE OF FASTENER a,b,c SPACING & LOCATION
ROOF
1 BLOCKING BETWEEN CEILING JOISTS / RAFTERS TO TOP PLATE (4) 8D BOX / (3) 8D COMMON / (3) 10D BOX / (3) 3"x 0.131"TOE NAIL
2 CEILING JOISTS TO TOP PLATE PER JOIST, TOE NAIL
3 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION (R802.5.2)(4) 10D BOX / (3) 16D COMMON / (4) 3" x0.131"FACE NAIL
4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (R802.5.2)TABLE R802.5.2 FACE NAIL
5 COLLAR TIE TO RAFTER, FACE NAIL OR 1-1/4" x20GA RIDGE STRAP TO RAFTER (4) 10D BOX / (3) 10D COMMON / (4) 3" x0.131"FACE NAIL EACH RAFTER
6 RAFTER OR ROOF TRUSS TO PLATE (3) 16D BOX NAILS / 3-10D COMMON NAILS / 4-10d BOX / 4-3" x0.131"2 TOE NAILS EACH SIDE & 1 OPPOSITE SIDE EACH RAFTER / TRUSSI
7 ROOF RAFTERS TO RIDGE, VALLEY / HIP RAFTER / ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 4-16D / 4-10D COMMON / 4-10D BOX / 4-3" x0.131"TOE NAIL
3-16D BOX / 2-16D COMMON / 3-10D BOX / 3-3" x0.131"END NAIL
WALL
8 STUD TO STUD (NOT AT BRACED WALL PANELS)16D COMMON 24" O.C. FACE NAIL
10D BOX / 3" x0.131" NAILS 16" O.C. FACE NAIL
9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS & BRACED PANELS 16D BOX / 3" x0.131" NAILS 12" O.C. FACE NAIL
16D COMMON 16" O.C. FACE NAIL
10 BUILT-UP HEADER (2" TO 2" HEADER WITH 1/ 2" SPACER)16D COMMON 16" O.C. EACH EDGE FACE
16D BOX 12" O.C. EACH EDGE FACE
11 CONTINUOUS HEADER TO STUD 5-8D BOX / 4-8D COMMON / 4-10D BOX TOE NAIL
12 TOP PLATE TO TOP PLATE 16D COMMON 16" O.C. FACE NAIL
10D BOX / 3" x0.131"12" O.C. FACE NAIL
13 DOUBLE TOP PLATE SPLICE 8-16D COMMON / 12-16D BOX / 12-10D BOX / 12-3" x0.131"FACE NAIL ON EACH SIDE OF END JOINT (MIN 24" LAP)
14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT BRACED PANELS)16D COMMON 16" O.C. FACE NAIL
16D BOX / 3" x0.131 12" O.C. FACE NAIL
15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED PANEL)3-16D BOX / 2-16D COMMON / 4-3" x0.131"16" O.C. FACE NAIL
16 TOP OR BOTTOM PLATE TO STUD 4-8D BOX / 3-16D BOX / 4-8D COMMON / 4-10D BOX / 4-3" x0.131"TOE NAIL
3-16D BOX NAILS / 2-16D COMMON / 3-10D BOX / 3-3" x0.131"END NAIL
17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-10D BOX / 2-16D COMMON / 3-3" x0.131"FACE NAIL
18 1" BRACE TO EACH STUD AND PLATE 3-8D BOX / 2-8D COMMON / 2-10D BOX / 2-1.75" STAPLES FACE NAIL
19K 1" x 6" SHEATHING TO EACH BEARING 3-8D BOX / 2-8D COMMON / 2-10D BOX / 2-1.75" x16 GA STAPLES, 1" CROWN FACE NAIL
20K 1" x 8" AND WIDER SHEATHING TO EACH BEARING
3-8D BOX / OR 3-8D COMMON / 3-10D BOX / 3-1.75" x16 GA STAPLES, 1" CROWN
FACE NAIL4-8D BOX / 3-8D COMMON / 3-10D BOX / 4-1.75" x16 GA STAPLES, 1" CROWN
21 JOIST TO SILL, TOP PLATE OR GIRDER 4-8D BOX / 3-8D COMMON / 3-10D BOX / 3-3" x0.131"TOE NAIL
22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE (ROOF APPLICATIONS ALSO)8D BOX 4" O.C. TOE NAIL
8d COMMON / 10d BOX / 3" x 0.131"6" O.C. TOE NAIL
23K 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 3-8D BOX / 2-8D COMMON / 3-10D BOX / 2-1.75" x16GA STAPLES, 1" CROWN FACE NAIL
24 2" SUBFLOOR TO JOIST OR GIRDER 3-16D BOX / 2-16D COMMON BLIND AND FACE NAIL
25 2" PLANKS (PLANK & BEAM-FLOOR & ROOF)3-16D BOX / 2-16D COMMON AT EACH BEARING, FACE NAIL
26 BAND OR RIM - JOIST TO JOIST 3-16D COMMON / 4-10D BOX / 4-3" x0.131" NAILS / 4-3" x14GA STAPLES, 7/16" CROWN END NAIL
27 BUILT-UP GIRDERS & BEAMS, 2" LUMBER LAYERS
20D COMMON 32"O.C. TOP & BOTTOM EACH LAYER
10D BOX / 3" x0.131"24"O.C. TOP & BOTTOM STAGGERED
2-20D COMMON / 3-10D BOX / 3-3" x0.131"FACE NAIL AT ENDS & EACH SPLICE
28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16D BOX / 3-16D COMMON / 4-10D BOX / 4-3" x0.131"EACH JOIST OR RAFTER, FACE NAIL
29 BRIDGING OR BLOCKING TO JOIST 2-10D BOX / 2-8D COMMON / 2-3" x0.131"EACH END, TOE NAIL
WOOD STRUCTURAL PANEL, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (T-R602.3(3))EDGESH INTERMEDIATE SUPPORTS C,E
INTERMEDIATE SUPPORTS C,E (INCHES)SUBFLOOR & WALLI: 6D COMMON. ROOF: 8D COMMON / RSRS-01 6"12" F
31 19/ 32" - 1"ROOF: 6D COMMON / RSRS-01 6"12" F
32 1-1/8" - 1-1/4"10D COMMON / 8D DEFORMED NAIL 6"12" F
OTHER WALL SHEATHINGG
33K 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATING 1.5" ROOF NAIL (7/16" HEAD) / 1.25" x16GA STAPLE w/ 7/16" / 1" CROWN (GALVANIZED)3"6"
34K 25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1.75" ROOF NAIL (7/16" HEAD) / 1.5" x16GA STAPLE w/ 7/16" / 1" CROWN (GALVANIZED)3"6"
35K 1/2" GYPSUM SHEATHINGD 1.5" ROOFING NAIL / STAPLE / TYPE: W / S 1.25" SCREWS (GALVANIZED)7"7"
36K 5/8" GYPSUM SHEATHINGD 1.75" ROOFING NAIL / 1.625" STAPLE / TYPE: W / S 1.625" SCREWS (GALVANIZED)7"7"
WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
37 3/4" AND LESS 6D DEFORMED / 8D COMMON 6"12"
38 7/8" - 1"8D COMMON / 8D DEFORMED 6"12"
39 1-1/8" - 1-1/4"10D COMMON / 8D DEFORMED 6"12"
a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER
OS 0.192 INCH (20d COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS.
b. STAPLES ARE 16 GAGE WIRE AND HAVE MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH.
c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER
d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY.
e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2).
f. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE
DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH.
g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208.
h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT THE FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES
APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING, BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER
PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS PR SOLID BLOCKING.
i. WHERE A RAFTER IS FASTENED TO AND ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RATER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH
THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED.
j. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATION IN ASTM F1667.
k. USE OF STAPLES IN ROOF, FLOOR , SUBFLOOR & BRACED WALL PANELS SHALL BE PROHIBITED IN SEISMIC DESIGN CATEGORY D0, D1, D2
ENERGY USE INTENSITY
StandardDesign (kBtu/ft2 - yr)ProposedDesign(kBtu/ft2 - yr)ComplianceMargin(kBtu/ft2 - yr)Margin Percentage
Gross EUI1 23 22.76 0.24 1.04
Net EUI2 23 22.76 0.24 1.04
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.
WATER HEATER - 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 - 1/1 Not Required Not Required Not Required None Not Required Not Required
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
t24-Fan-Furnace-fan Not Required 0
COOLING VENTALATION
01 02 03 04 05 06 07 08 09
Name Airflow Rate
(CFM/ft2)Cooling Vent CFM Cooling Vent
Watts/CFM Total Watts Number of Fans CFVCS Type Exhaust to HERS Verification
Whole House Fan 1.5 2505 0.14 350.7 1 Not a CFVCS Attic No
Registration Number: 419-P010055585A-000-000-0000000-0000 Registration Date/Time: 8/1/2024 12:50 PM HERS Provider: CHEERS
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version - 2022.0.000 / rev 20220901 Report Generated at: 8/1/2024
2023 E Fruit St -
10111958511/21/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
2023 E Fruit St -
10111958511/21/2024
2023 E Fruit St -
10111958511/21/2024
2023 E Fruit St -
10111958511/21/2024
2023 E Fruit St -
10111958511/21/2024