HomeMy WebLinkAbout1641 E 17th St Unit A - Plan18
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MABURY STREET
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PROJECT SITE
EXISTING BUILDING
NOT A PART
EXISTING BUILDING
NOT A PART
NOT A PART
SITE PLAN KEYNOTES
01 (E.) STREET PUBLIC ACCESSIBLE
RAMP W./ TRUNCATED DOME
NO CHANGE.
02
03
(E.) STREET CURB NO CHANGE.
04
(E.) PUBLIC PARKING TYP. .
05 (E.) DESIGNATED PARKING SIGN
06
07 (E.) ACCESSIBILITY PARKING
4 09 (E.) 4" WIDE BLUE PAINTED STRIPING
10 (E.) 12" HIGH WHITE PAINTED LETTERING
11
08 (E.) ACCESSIBILITY SYMBOL
(E.) CENTERLINE OF STREET
(E.) CONCRETE WHEEL STOP
3 (E.) TOW AWAY SIGN
THE STATE MANDATED CONSTRUCTION & DEMOLITION RECYCLING PLAN (CDRP).
-A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE SHALL BE
RECYCLE AND/OR SALVAGE FOR REUSE IN ACCORDANCE WITH CALIFORNIA GREEN BUILDING STANDARD CODE.
DEMO AND CONSTRUCTION PHASE.
-DUMPSTER, ROLL-OFFS, CONSTRUCTION MATERIAL/SUPPLIES AND DEBRIS SHALL BE COVERED IF STORE
OUTDOOR.
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DATE:
09.08.25
COVER SHEET
SITE PLAN
CS1
REVISION
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1. These plans and specifications are the property of KN DEIGN and shall not
be used for any work other than the project shown herein.
2. Temporary barriers and/or a protective construction fence shall be provided where required
by the Building Department and shall be constructed in accordance with the rules,
regulations, and ordinances governing the place of the Building.
3. Sanitary facilities shall be provided and maintained by Contractor during construction per
applicable regulations.
4. Contractor shall arrange and pay for all temporary utility services and connections during
construction.
5. General Notes, notes, and typical details apply to all drawings unless noted otherwise.
6. All A.S.T.M. designations shall be amended to date unless otherwise noted.
7. Framing conditions not specifically shown shall be framed similar to the details shown for the
respective materials.
8. Provide openings and supports for mechanical equipment, ducts, piping, vents, etc. as
required. Refer to Architectural, and Mechanical Drawings for additional openings and
equipment not shown on Structural Drawings. All suspended equipment to be provided with
approved lateral bracing.
9. DO NOT SCALE DRAWINGS.
10. All dimensions are to face of studs, concrete or masonry unless noted otherwise.
11. Provide 6" or 8" studs, or furring full length of room wall where required to accommodate
plumbing and electrical installations.
12. If existing facilities are related to the Work, the Contractor shall not disrupt the existing
services or utilities without obtaining the Owner's prior approval and instructions in each case.
13. Verify sizes and locations of all mechanical equipment before construction of any bases or
pads to support such equipment.
14. Verify all plumbing and equipment sizes before beginning construction of cabinets.
15. Contractor is responsible for total coordination between all subcontractors and trades.
16. Unless noted otherwise, all vestibules, closets, columns, projections, recesses or other
adjacent areas within scheduled areas shall have finishes as scheduled for the respective
spaces in which they occur.
17. Anyone supplying labor and/or materials to the Project shall carefully examine all subsurfaces
to receive work. Any conditions detrimental to work shall be reported in writing to Contractor
prior to beginning. Commencement of work shall imply acceptance of all subsurfaces.
18. Temporary bracing shall not be removed from any element until the element is capable of
supporting its design load.
19. Any material stored at the Site shall be completely supported free from the ground, covered
and otherwise protected to avoid damage from the elements.
20. All weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall
covering and that exterior openings shall be flashed in such a manner as to make them
weatherproof.
21. All new conditions similar to existing conditions shall match existing construction, unless
noted otherwise.
22. All exposed ends of steel tubes, pipes, and other similar members shall receive steel
closures/caps to be welded, ground smooth, and painted to match.
23. Provide fire blocking per CBC Sections 717.2.2 through 717.2.7. Fire blocking shall be
provided in concealed spaces of stud walls and partitions, including furred spaces at the
ceiling and floor level and at 10 ft. intervals both vertical and horizontal. In combustible
construction, fire blocking shall be installed to cut off concealed draft openings (both vertical
and horizontal) and shall form an effective barrier between floors, and between a top story
and a roof or attic space.
24. Contractor to provide pedestrian protection in accordance with CBC Section 3306. If a
separate building permit is required, the Contractor shall be responsible for submitting and
acquiring approval from the governing agency.
GENERAL NOTES
A.BEFORE MAKING A REQUEST FOR FINAL FIRE INSPECTION, PLEASE READ AND COMPLY WITH THE
APPLICABLE RCFPD NOTES: ADDITIONALLY, THE PERSON REQUESTING THE INSPECTION IS
RESPONSIBLE FOR MEETING THE INSPECTOR ON TIME, PROVIDING ACCESS TO THE AREA
REQUIRING INSPECTION AND HAVING AN APPROVED SET OF PLANS AND SUPPORTING DOCUMENTS
AVAILABLE AT THE TIME OF THE INSPECTION.
B.B. A FIRE INSPECTION AND FINAL APPROVAL IS REQUIRED BEFORE THE BUILDING DEPARTMENT WILL
ACCEPT A BUILDING FINAL INSPECTION REQUEST. PLEASE CALL FIRE CONSTRUCTION SERVICES
(FCS) TO REQUEST ALL FIRE INSPECTIONS.
C.C. THE KEY TO THE BUILDING OR SUITE MUST BE GIVEN TO THE FIRE INSPECTOR AT THE TIME OF
FINAL INSPECTION. THE KEY WILL BE LOCKED IN THE KNOX BOX FOR FIRE DEPARTMENT
EMERGENCY ACCESS.
D.D. FIRE EXTINGUISHERS MUST BE INSTALLED PER RCFDP FIRE EXTINGUISHER POLICY. START THE
PLACEMENT OF FIRE EXTINGUISHERS MUST BE NEAR EXTERIOR EXIT DOORS. MOUNT THE FIRE
EXTINGUISHER IN A VISIBLE AND ACCESSIBLE LOCATION 3 1/2' TO 5' ABOVE THE FINISH FLOOR TO
HANDLE. BUILDINGS WITH MULTIPLE FLOORS MUST HAVE AT LEAST ONE FIRE EXTINGUISHER PER.
FLOOR LIGHT HAZARD ( OFFICE, CLASSROOMS, CHURCHES, ASSEMBLY ROOMS, RESIDENTIAL)
OCCUPANCIES REQUIRE "2A1OBC" FIRE EXTINGUISHERS. THE MAXIMUM COVERAGE AREA IS 5,000
SQ. FT. PER EXTINGUISHER AND THE MAXIMUM TRAVEL DISTANCE IS 75'. COMMERCIAL KITCHENS
REQUIRE "K" FIRE EXTINGUISHERS WITH A MAXIMUM TRAVEL DISTANCE OF 30'.
E.E. AFCS BUILDING & CONTACT INFORMATION FORM MUST BE FILLED OUT BY THE OCCUPANT
/OWNER PRIOR TO FINAL INSPECTION AND BE PROVIDED TO THE FIRE INSPECTOR. THE FORM IS
AVAILABLE FROM THE FIRE CONSTRUCTION SERVICES (FCS) COUNTER.
F. F. THE FIRE SPRINKLER SYSTEM MODIFICATIONS REQUIRES A SEPARATE PLAN CHECK SUBMITTAL
AND APPROVAL. WORK SHALL NOT COMMENCE UNTIL A PERMIT IS OBTAINED. INSPECTION OF THE
ROUGH PIPING MUST BE PERFORMED PRIOR TO CONCEALMENT, A LIFT IS REQUIRED FOR MOST
INSPECTIONS. CEILING TILES MUST NOT INSTALLED UNLESS APPROVED BY THE FIRE INSPECTOR.
G.G. THE FIRE ALARM AND / OR FIRE SPRINKLER MONITORING MODIFICATIONS REQUIRED THAT A
SEPARATE PLAN CHECK SUBMITTAL AND APPROVAL. WORK SHALL NOT COMMENCE UNTIL A PERMIT
IS OBTAINED.
H.IN OCCUPANCY GROUPS "A-3" "B" "F" "M" & "S" BUILDINGS, IT IS REQUIRED THAT A SIGN BE PLACED
ABOVE THE MAIN ENTRANCE DOOR STATING (THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING
IS OCCUPIED).
I.ALL THE DOORS DESIGNATED AS EXITS EXCEPT FOR THE MAIN ENTRANCE IN "A-3" "B""F""S"
OCCUPANCIES MUST BE EQUIPPED WITH COMMON KNOWLEDGE LEVER TYPE SINGLE ACTION
HARDWARE, UNLESS PANIC HARDWARE IS SPECIFICALLY REQUIRED.
J.ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT THE TIME OF FINAL INSPECTION, IF THE ONES SHOW
ON THE PLANS DO NOT MEET THE INTENT OF THE CODE.
K.IF AS-BUILD PLANS ARE REQUIRED, ADDITIONAL FEES WILL BE DUE FOR THE REVIEW OF THE
AS-BUILD PLANS.
L.THE SUITE ADDRESS DESIGNATION MUST BE INSTALLED ON OR NEAR ALL EXTERIOR DOORS OF THE
SUITE IN 6-INCH HIGH NUMBERS OR LETTERS CONTRASTING THE BACKGROUND.
M.IF EMERGENCY ILLUNATION IS EXISTING AND/OR REQUIRED, ADDITIONAL FIXTURES MAY BE
REQUIRED TO BE INSTALLED (VERIFY THE REQUIREMENT WITH THE PLANS) THE LIGHTING MUST
PROVIDE A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL THROUGHOUT THE EXIT PATH.
TESTING OF THE FIXTURES WILL BE REQUIRED AT FINAL INSPECTION. THE FIRE INSPECTOR MAY
REQUEST A NIGHTTIME TEST AT HIS DISCRETION TO CONFIRM THE MINIMUM REQUIREMENT OF
ONE-FOOT CANDLE AT FLOOR LEVEL.
N.THE SMOKE DUCT DETECTORS FOR HVAC SHUT DOWN, WHEN REQUIRED, MUST BE INSTALLED TH
THE SUPPLY PLENUM OF THE UNIT AND INTERCONNECTED TO THE FIRE ALARM (IF THE BUILDING IS
EQUIPPED WITH A FIRE ALARM OR A SPRINKLER MONITORING SYSTEM) A SEPARATE PLAN CHECK
SUBMITTAL AND PERMIT IS REQUIRED FOR THE ALARM WORK.
O.THE FIRE/SMOKE DAMPERS, WHEN REQUIRED, MUST BE INTERCONNECTED TO THE FIRE ALARM (IF
THE BUILDING IS EQUIPPED WITH A FIRE ALARM OF FIRE SPRINKLER MONITORING SYSTEM) A
SEPARATE PLAN CHECK SUBMITTAL AND PERMIT IS REQUIRED FOR THE ALARM WORK.
FIRE PREVENTION NOTES:SHEET INDEX
DESCRIPTIONNo.
SPRINKLERED
TYPE OF CONSTRUCTION : V-B
PREVIOUS OCCUPANCY : B
ZONE : C5
: NO SPRINKLERED
TENANT IMPROVEMENT SQUARE FOOTAGE : 1,273 SQ. FT.
OCCUPANCY MAX. : 13 OCC. < 50
EXIT REQUIRED: 1 EXIT PROVIDED: 3
PROJECT DATA
CODE COMPLIANCE
SCOPE OF WORK
B.
A.ALL WORK SHALL BE IN CONFORMANCE WITH THE CODES IDENTIFIED IN THE
GOVERNING CODES SECTION LISTED BELOW.
2022 CALIFORNIA BUILDING CODE AND JURISDICTIONAL AMENDMENTS
2022 CALIFORNIA MECHANICAL CODE AND JURISDICTIONAL AMENDMENTS
2022 CALIFORNIA PLUMBING CODE AND JURISDICTIONAL AMENDMENTS
2022 CALIFORNIA ELECTRICAL CODE AND JURISDICTIONAL AMENDMENTS
2022 CALIFORNIA ENERGY CODE AND JURISDICTIONAL AMENDMENTS
2022 CALIFORNIA GREEN BUILDING STANDARDS AND JURISDICTIONAL AMENDMENTS
CITY CODES AND ORDINANCES
DISABLED ACCESSIBILITY
CHAPTER 11B OF 2022 CBC
ACCESSIBILITY REQUIREMENTS PER THE FEDERAL ADA, ANSI 117.1-2003 AND
2022 CBC OR AS AMENDED BY STATE OR LOCAL REGULATIONS, WHICHEVER IS
MOST RESTRICTIVE
01
02
CS-1 COVER SHEET, SITE PLAN
G1 GREEN BUILDING
SEPARATE SUBMITTAL
- ALL NEW EXTERIOR SIGNAGE SHALL BE SUBMIT ON A SEPARATE SIGN APPLICATION
FOR PLANNING AND BUILDING DIVISION REVIEW, APPROVAL, AND INSPECTION.
VICINITY
N
**It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal
and State Accessibility Standards.
**Drawings submitted to the Building Division for review shall provide the following information to insure compliance with
CBC Section 11B-202.4:
-An accessible entrance
-An accessible route to the altered area
-Accessible restrooms
-Accessible telephone (if any)
-Accessible drinking fountains, and
-Parking, signage and alarm
** 1116A.5 Detectable Warnings at Vehicular Areas
When a walk crosses or adjoins a vehicular way, the walking surface shall be separated from the vehicular area by curbs,
railings or other elements, or the boundary between the pedestrian areas and the vehicular areas shall be defined by a
continuous detectable warning 36 inches (914 mm) wide minimum, complying with Chapter 11B, Section 11B-705.
NUMBER OF STORIES : ONE
TENANT IMPROVEMENT FOR 1273 SF WATER STORE:
- EXISTING ALL GENDER RESTROOMS TO BE REMAIN.
- NEW ELECTRICAL
- NEW PLUMBING
- NEW NON-BEARING WALL
** LEGALIZE ROOF TOP AC UNITS AND DUCT WORK
**DEMOLITION EXISTING NON-BEARING WALLS
APN 396-034-02
PROJECT DIRECTORY
OWNER:BOB & MARTHA GACIA
1641 E, 17th Street #A,
Santa Ana, CA 92705
(714) 550-9899
DESIGNER: ART DESIGN
KIM NGUYEN
10492 TRASK AVE. #B,
GARDEN GROVE, CA 92843
(714)417-1839
MECH./PLUMB.:
PHANH PHONGSAK
13231 ACORO PL, CERRITOS, CA 90703
(562)404-2695
ELECTRICAL:
CHAU TANG
7252 Siena Avenue, Westminster, CA 92683
(714) 249-3501
1273 SF
EXISTING PARKING: 72 TOTAL. INCLUDING 3 ACCESSIBLE PARKING SPACE
( ONE VAN, TWO REGULAR)
SITE PLAN
SCALE: 1/15" = 1' 0"
1 N
NO
PARKING
NO
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PROJECT SITE
07 02
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03
03
03 03
03
03
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04
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07
07
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11
11
1009
05
A1 EXISTING-DEMOLITION PLAN, PROPOSED FLOOR PLAN
03
G2 GREEN BUILDING
04
G3 GREEN BUILDING
06
A2 CEILING PLAN, FINISH PLAN
07
A3 NOTES, DETAILS
08
E-1 GENERAL NOTES
09
E-2 POWER PLAN
10
E-3 LIGHTING PLAN
11
E-4 T24 COMPLIANCE FORM
12
P-1 NOTES, SPECS, SCHEDULE
13
P-2 FLOOR PLAN, DETAILS
Accessible Path of Travel: 48 in minimum width walkway,
5% maximum slope in the direction of travel, 2%
maximum cross-slope. §11B-403.3 & §11B-403.5
12 (E.) ACCESSIBLE CONC. PUBLIC SIDEWALK PATH
OF TRAVEL TO THE BUILDING NO CHANGE
12
1641-A
1641-B 123 DENTAL
1631-A 1631-B 1631-C 1631-D 1631-E
1631-F
1631-J
FR
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PAYDAY ADVANCE
CALI TACOS
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(E.) ROOF SCREENING
1
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2
A4 1
PROPOSED OCCUPANCY : M
RTU
RTU
OCCUPANCY B
OCCUPANCY M
1
PROPERTY LINE
PROPERTY LINE
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“No known easements.”
1
A4 DETAILS (E) ENTRY
(E) EXIT
(E) ENTRY
PARKING SUMMARY TABLE
STALL STYLE PARKING STALLS
STANDARD 69
ADA
TOTAL PARKING STALLS
3 (INCLUDING 1 VAN)
72
1
14
M1 NOTES, SPECS, SCHEDULE
15
M2 FLOOR PLAN
16
T1 T24 ENERGY FORMS
17
T1 T24 ENERGY FORMS
18
T1 T24 ENERGY FORMS
19
06
SN-1 GENERAL DETAILS & NOTES
S-1.0 FRAMING PLAN
20
21
MECHANICAL EQUIPMENT SCREENING: SCREEN WALL
WILL BE PAINTED TO MATCH THE EXISTING ROOF
3'-0" x 7'-0"1 3/4"EXISTING
ACCESSIBLE SIGNAGE KEY NOTES
MAIN EXIT DOOR SHALL PROVIDED WITH A DURABLE SIGN OF ONE (1") LETTERS
ON CONTRASTING BACKGROUND INDICATING ( THESE DOORS SHALL REMAIN
UNLOCKED WHEN THIS SPACE IS OCCUPIED) PER SEC. 1008.1.9.3
1
TACTILE EXIT SIGN W./ WORDS "EXIT" (1011.1, 1011.4.9(4))2
INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE.3
THIS TABLE TO BE OPEN AT ALL TIMES FOR CUSTOMER WITH DISABILITIES
CLEAR FOR ACCESSIBLE AT COUNTER MAX. 34" HIGH AND 36" WIDE4
INDICATES TOTAL CAPACITY POSTED "MAXIMUM
OCCUPANT LOAD 13 PERSON"5
6
ALL EXTERIORS ARE SELF-CLOSING,
TIGHT-FITTING RODENT-PROOF7
RESTROOM VENTILATION IS LIGHT SWITCH
ACTIVATED MECHANICAL EX. FAN8
EXIT SIGNAGE TO COMPLY PER CBC SECTION 1013
9
(E.) FIXED EXTERIOR GLAZING BEHIND
(E.) EXTERIOR NON-BEARING WALLS NO CHANGE
(E) INTERIOR NON-BEARING PARTITION TO BE REMAIN
(E.) & (N.) FLOOR PLAN WALL LEGEND:
FLOOR PLAN NOTES:
1.WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.9
2.DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT IN CBC TABLE 1008.1.9)
3.ALL CABINETS MILLWORKS DRAWING AND INSTALLATION BY OTHER
4.ALL BASE CABINETS SHALL BE @ 34" MAX. HEIGHT
5.NO HAZARDOUS MATERIALS WILL BE STORED AND/ OR USED WITHIN THE BUILDING,WHICH WILL EXCEED THE QUANTITIES LISTED
IN CBC 414.2.5(1)
6.THERE WILL NOT BE ANY DIAMOND PLATE ON THE WALK IN UNIT DOORS OR WALLS.
EXISTING FLOOR PLAN
SCALE: 1/4" = 1' 0"
2
(E) ENTRY
(E
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7
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(E)FIXED WINDOW
(E)
(N)
ALL GENDER
RESTROOM
(E)
(E)
(E) SUB-PANEL
(E) SUB-PANEL
(E
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(E)FIXED WINDOW(E)FIXED WINDOW(E)FIXED WINDOW(E)FIXED WINDOW
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DATE:
09.08.25
EXISTING FLOOR PLAN
PROPOSED FLOOR PLAN
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PROPOSED FLOOR PLAN
SCALE: 1/4" = 1' 0"
1
(E) ENTRY
(E
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FI
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(E)FIXED WINDOW
(E)
ALL GENDER
RESTROOM
(E
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(E
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(E)FIXED WINDOW(E)FIXED WINDOW
WATER TANK
550 GAL
RECEPTION
8
F
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8
F
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FILTER SYSTEM
WITH 3 MOTORS
FILTER ROOM
STORE
ROOM
ICE MERCHANDISER
ICE MACHINE
24 HRS
DISPENSER
24 HRS
DISPENSER
24 HRS
DISPENSER
8 FAUCETS DISPENSER
(E) EXIT
(E) ENTRY
1
2 2
333
4
5 67
77
9
10
EXISTING NON-BEARING WALL TO BE REMOVED
EXISTING NON-BEARING WALL TO BE REMOVED
EXISTING NON-BEARING WALL TO BE REMOVED
EXISTING NON-BEARING WALL TO BE REMOVED
OBSTRUCTION
10" MAX
48
"
M
A
X
.
15
"
MI
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OBSTRUCTED SIDE REACH
OBSTRUCTION
10" MAX30"
34
"
M
A
X
ACCESSIBLE @ COUNTER SIDE REACH
ACCESSIBLE REACH RANGES
1/4" max.
1/
2
"
m
a
x
.
THRESHOLDTRANSITION BETWEEN FLOOR FINISHES
COMPRESSED CARPET 1/4" MAX. BELOW
THRESHOLD
FINISH FLOOR EVEN
THRESHOLD
THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF
THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR
BUILDING DESIGN AND CONSTRUCTION.
TYP. THRESHOLD DETAIL
ACCESSIBLE SINK 5
7
EXIT
ACCESSIBLE
RESTROOM
60" MAX. A.F.F
48" MIN. A.F.F 18" MIN.
18
"
M
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LETTERS AND NUMBERS:
1.WIDTH TO HEIGHT RATIO BETWEEN 3 : 5 AND 1 : 1.
2.STROKE WIDTH TO HEIGHT BETWEEN 1 : 5 AND 1 : 10.
3.CONTRAST CHARACTERS AND SYMBOLS WITH
BACKGROUND (70% CONTRAST).
4.SANS SERIF CHARACTERS.
REQUIREMENTS.
ALL SIGNAGE SHALL CONFORM THE STATE
BUT NOT LIMITED TO PROPORTION, COLOR
OF CALIFORNIA TITLE 24 GUIDELINES, INCLUDING
CONTRAST AND RELIEF AND GRADE 2 BRAILLE
NOTE:
ADHESIVE MOUNTED
PLASTIC NAME RATED
ANSI APPROVED E.S.
WALL SIGN
SELF EXTINGUISHING
BACKGROUND
BLUE
SYMBOL
WHITE
58
"
M
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TO
6
0
"
M
A
X
.
LETTERING RAISED
1/32"
UPPERCASE
CHARACTERS CORRESPONDING
GRADE II BRAILLE
BRAILLE TO BE
LOCATED DIRECTLY
BELOW & FLUSH LEFT
OR CENTERED ON
RAISED CHARACTERS
Door mounted signage
per (CBC 11B-703)
WALL MOUNTED SIGNAGE TO BE
LOCATED ON LATCH SIDE OF
DOOR CLEAR OF DOOR-SWING.
MOUNT AT 60" TO CENTERLINE OF
SIGN FROM FLOOR.
48
"
M
I
N
.
A.
F
.
F
.
60
"
M
A
X
.
58
"
M
I
N
.
T
O
6
0
"
M
A
X
.
ALL GENDER
PLASTIC LAMINATE SECURED TO
CENTER OF DOOR FACE +60" A.F.F.
DOOR SIGN
CONTRAST OF THE DOOR.
ADHESIVE TO MOUNT.
USE NAME RATED SELF-EXTINGUISHING
70% CONTRAST FROM COLOR AND
COLOR AND CONTRAST SHALL BE
A.
F
.
F
.
44
"
M
A
X
.
10" MIN.
KICK PLATE
AFF.
ACCESSIBLE SIGNAGE 3
ITEM QTY.DESCRIPTION MANUF.MODEL#REMARKS
1
2
3
1
1
1
1
EQUIPMENT SCHEDULE
1
2
3
4
5
6
8
9
10
7
ICE BIN. Manitowoc D970
FILTER SYSTEM WITH 3 MOTORS EU1502US MOTORS
WATER TANK 550 GAL
24 HRS DISPENSER
ICE MERCHANDISER.750CWGPP0LAR TEMP
ICE MAKER.Manitowoc ID1492N-261
CUSTOM MADEALLSTRONG8 FAUCETS DISPENSER
CUSTOM MADERECEPTION
3
1
1
EXISTING ELECTRICAL PANEL
ALL EQUIPMENT SHALL BE ANSI/NSF CERTIFIED
208V
COSTER
4
6
CTV 200 SINGLE WINDOW VENDING MACHINE
8
CUSTOM MADE
EXISTING ELECTRICAL PANEL
#Q.SIZE DESCRIPTION DOOR FINISH FRAME M.F.LOCATION REMARKSTHICK
1 3/4"ALUM.
DOOR HARDWARE/ HINGERS
LOCK, SEALS, DOOR BOTTOM& THRESHOLD
1
EXISTING AND NEW DOOR SCHEDULE
TEMP. GLASS
MAIN EXIT DOOR SHALL PROVIDED WITH A DURABLE SIGN OF ONE (1")
LETTERS ON CONTRASTING BACKGROUND INDICATING (THERE DOOR TO
REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED)
PUSH - PULL
FRONT
EXTERIOR DOOR
FRONT ENTRANCE
DOOREXISTING
1
101A
SURFACE CLOSER-P404 1 EDA-695-LCN.
KICK PLATE-8400 10"x2" LDW-613-IVES
LOCK GUARD-LG1-600
101B
3'-0" x 7'-0"1 3/4"
INTERIOR WD. SOLID
CORE
SELF-CLOSING
LEVER TYPE
PAINT SEMI
GLOSS
WD.
6'-0" x 7'-0"
101C
EXISTING
1
All means of egress doors shall comply with the requirements of Section 1010.1.
a. Means of egress doors shall be readily distinguishable from the adjacent construction and finishes
with no mirrors, curtains, drapes, decorations, or similar materials.
b. Required exit doors shall have not less than 32-in. clear width, 80-in. clear height, and shall be
capable of opening 90 degrees. The maximum swinging door leaf width is 48-in. nominal.
c. Egress doors shall be of the pivoted or side-hinged swinging type.
d. The force for pushing or pulling open interior swinging egress doors, other than fire doors, shall not
exceed 5 pounds. For other swinging doors, as well as sliding and folding doors, the door latch shall
release when subjected to a 15-pound force. The door shall be set in motion when subjected to
a 30-pound force. The door shall swing to a fullopen position when subjected to a 15-pound
force. Revolving and sliding doors maybe used in other than Group H occupancies as egress doors
only if all of the requirements of Section 1010.1.4.1 and Section 1010.1.4.3, respectively, are met.
DOORS WITH CLOSER TO BE ADJUSTED TO HAVE A MAXIMUM OPENING FORCE OF 5 LBS AT
INTERIOR AND 5 LBS AT EXTERIOR DOORS
18" HIGH STAINLESS KICKPLATES ON BOTH SIDES
a/ ALL DOOR HARDWARE TO MEET ADA CODE, b/ VERIFY EXISTING DOORS TO MEET CODE
1.ALL EXIT DOORS SHALL PROVIDE FOR DISABLED ACCESS PER CBC
11B-404.2.7.
2.HAND-ACTIVATED DOOR OPENING HARDWARE MUST BE CENTERED
BETWEEN 34 AND 44 INCHES ABOVE FINISH FLOOR.(2022 CBC 11B-404.2.7)
3.ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE
USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN
ACCORDANCE WITH THE CBC. DOOR HARDWARE SHALL BE OPERABLE
WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP
THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE) PER CBC
11B-404.2.7.
4.PER CBC 11B-4-4.2.9, THE MAXIMUM EFFORT TO OPERATE DOORS SHALL
NOT EXCEED 5 FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR
PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND
AT THE CENTER PLACE OF SLIDING OR FOLDING DOORS. COMPENSATING
DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET
THE ABOVE STANDARDS.
5.PANIC HARDWARE SHALL COMPLY WITH CBC 1010.1.10
6.THE LOWER 10" OF THE DOOR SHALL BE A SMOOTH AND PLANE
SURFACE. (NO RECESS OR TRAP).
7.MODIFY WIDTH OF DOOR STOP TO ACCOMMODATE TOTAL DOOR
THICKNESS, INCLUDING VENEER.
8.2022 CBC 11B-404.2.8.1: DOOR CLOSER SHALL BE ADJUSTED SO THAT
FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO
MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5
SECONDS MINIMUM .
9.LEVEL LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS.
LANDINGS SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE
DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF
THE DOOR AND A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF
NOT LESS THAN 44 INCHES PER CBC 1010.1.5, 1010.1.6. THE WIDTH OF
THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL
EXTEND 24" PAST THE STRIKE EDGE OF THE EXTERIOR DOORS AND 18"
FOR INTERIOR DOORS.
10.THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN
THE THRESHOLD OF THE DOORWAY. BEVEL 1:2 MAX. SLOPE, WHERE
THRESHOLD EXCEEDS 1/4" IN HEIGHT.
11.EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT IN ANY
DIRECTION FOR SURFACE DRAINAGE. SEE CIVIL DRAWINGS FOR GRADE
ELEVATIONS.
12.WHERE NOTED AND/OR REQUIRED, A DURABLE SIGN WITH LETTERING
ON A CONTRASTING BACKGROUND WILL BE PLACED OVER EXIT DOORS
STATING "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
OCCUPIED" PER CBC 1010.1.9.3. PROVIDE INTERNATIONAL SYMBOL OF
ACCESSIBILITY AT ALL ACCESSIBLE ENTRANCES PER CBC 11B-216.1 &
11B-703.1
13.PROVIDE CBC COMPLIANT WALL AND DOOR SIGNAGE AT ALL
ACCESSIBLE RESTROOMS.
11B-305.3 Size: The clear floor or ground space shall be 30 inches minimum by 48
inches minimum.
11B-305.6 Approach
One full unobstructed side of the clear floor or ground space shall adjoin an
accessible route or adjoin another clear floor or ground space. Clear floor or ground
space may overlap an accessible route, unless specifically prohibited elsewhere in
this chapter.
11B-305.7 Maneuvering clearance
Where a clear floor or ground space is located in an alcove or otherwise confined on
all or part of three sides, additional maneuvering clearance shall be provided in
accordance with Sections 11B-305.7.1 and 11B-305.7.2.
11B-305.7.1 Forward approach Alcoves shall be 36 inches wide minimum where the
depth exceeds 24"
(11B-305.7.2 Parallel approach
Alcoves shall be 60 inches wide minimum where the depth exceeds 15 inches)
11B-611.2 Clear floor space
A clear floor or ground space complying with Section 11B-305 positioned for parallel
approach shall be provided. The clear floor or ground space shall be centered on the
appliance.
11B-611.3 Operable parts
Operable parts, including doors, lint screens, and detergent and bleach
compartments shall comply with Section 11B-309.
11B-611.4 Height
Top loading machines shall have the door to the laundry compartment located 36
inches (914 mm) maximum above the finish floor. Front loading machines shall have
the bottom of the opening to the laundry compartment located 15 inches minimum
and 36 inches maximum above the finish floor.
11B-504.2 Treads and risers
All steps on a flight of stairs shall have uniform riser heights and uniform tread
depths. Risers shall be 4 inches (102 mm) high minimum and 7 inches (178 mm)
high maximum. Treads shall be 11 inches (279 mm) deep minimum.
DOOR NOTES
ACCESSIBILITY NOTES
101A
(N) INTERIOR NON-BEARING PARTITION
(E) INTERIOR NON-BEARING PARTITION TO BE REMOVED
PUSH - PULL
PANIC EXIT DEVICE
BACK
EXTERIOR DOOR
MTL. PAINT
SEMI GLOSS MTL.EXIT DOOR
SELF-CLOSING
LEVER TYPE
101D
1 7
23
4
7
A-1
5
6
6
PANIC HARDWARE
7 9
101C
8
1 7
1 3'-0" x 7'-0"
10
1
B
101D
10
1
D
NEW
10
1
E
ALUM.TEMP. GLASS NEW FILTER ROOM SLIDING DOOR
RESTROOM ROOM
STORE ROOM
SIDE DOOR
SLIDING DOOR16'-0" x 7'-0"1 3/4"101E
(E) EXIT
111
12
THREE COMP. SINK
W/2 DRAIN BOARDS. W/PRE-RISER
2 SPOUT FAUCETS
HAND SINK WITH SIDE SPLASH GUARD 600SH-12SPREGENCY112
13 1 ELECTRIC TANK TYPE WATER HEATER RHEEM
A
1s
t
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A
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I
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N
1
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t
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I
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C
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C
T
I
O
N
A
114
14
JANITORIAL SINK
1.The janitorial sink must be securely attached to the wall. Support legs must be of smooth, easily cleanable construction. L angle type legs are not acceptable.
2.The rim of the sink must be no more than 30 inches above the floor.
3.The flooring in the janitorial sink area must be continuous in design extending up walls/toe kicks at least four (4) inches, forming a minimum 3/8" radius coved base as an integral unit.
4.The mixing valve faucet at the janitorial sink shall be equipped with a backflow prevention device.
A
6" LEGS
USE THE THE FILTERED WATER FROM
THE FILTER SYSTEM IN FILTER ROOM.
1 WORKING TABLE15 REGENCY
15
DRY SHELVES STORAGE REGENCY 460EC1848K75 6" LEGS48 ln16
6" LEGS
A
16
16
16
600TB2448G
A
13
REGENCY
11
522S31818LRC
ELDS52-(F)TB 81 GPH @ 60°F RISE, 12KW. ABOVE MOP SINK
B-B
A-2
A-A
A-2
ON 4 INCH
CONCRETE CURB
ON 4 INCH CONCRETE CURB
SELF-CLOSING
LEVER TYPE
A
117 EMPLOYEE LOCKER, 6 BOX LOCKERS GSW EL-5DR W/6" LEGS
MOP SINK, WALL FAUCET & MOP RACK MUSTEE
w/1 drain boards.
Indirect to floor sink
63M,
#63.600A & #65.600
C-C
A-2
17
AIR CURTAIN WITH 2389 FPM MARS NH236-1U WITH MICRO SWITCH &
HARD WIRE
18
118
EX.EXHAUST FAN
4" RECESSED DOWN LIGHT (LED.)
RCP. SA. & R.A KEY LEGEND:RCP. LIGHTING FIXTURES LEGEND:
S.A SUPPLY REGISTER
R.A RETURN REGISTER
REPLACE (E) CEILING MOUNTED 2X4
LIGHT WITH (N) LED 2X4 RECESSED
MOUNTED LIGHTING FIXTURE, UL LISTED
4"
M
I
N
.
16
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DATE:
09.08.25
CEILING PLAN
FINISH PLAN
A2
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
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E
11TYP. ACCESSIBLE ALL GENDER RESTROOM 10RESTROOM SIGNAGE SPECIFICATIONS
( INSULATED ALL
EXPOSED PLUMBING
PIPES )
( INSULATED ALL
EXPOSED PLUMBING
PIPES )
-
3
6
"
NEW COVE BASE
AT LEAST 4" FORMING AN INTEGRAL
3
8" MIN. RADIUS COVE BASE
S.A
S.AS.A
R.A
S.A
S.A
R.A
S.A
(E) ENTRY
(E) EXIT
(E) ENTRY
@ +8'-0" AFF.
GYP.BD. CEILING
(E)
@ +8'-4" AFF.
EXISTING T-BAR CLG -REPLACE TILE ONLY
@ +8'-4" AFF.
EXISTING T-BAR CLG -REPLACE TILE ONLY
@ +8'-4" AFF.
EXISTING T-BAR CLG -REPLACE TILE ONLY
@ +8'-4" AFF.
EXISTING T-BAR CLG -REPLACE TILE ONLY
@ +8'-4" AFF.
EXISTING T-BAR CLG -REPLACE TILE ONLY
CEILING PLAN
SCALE: 1/4" = 1' 0"
1
FLOOR & WALL FINISHED PLAN
SCALE: 1/4" = 1' 0"
2
(E) ENTRY
(E
)
FI
X
E
D
W
I
N
D
O
W
(E)FIXED WINDOW
(E
)
FI
X
E
D
W
I
N
D
O
W
(E)FIXED WINDOW(E)FIXED WINDOW
(E) ENTRY
PROVIDED BLOCKING
#10 VANDAL
1-1/2" DIA.
THIN-SET
MI
N
.
3
3
"
A
.
F
.
F
.
(ANSI 118.9)
CEMENTITIOUS BOARD
CERAMIC TILE
THRU-BOLTS
RESISTANT MACH.
W/ 16GA. SLEEVE.MA
X
.
3
6
"
A
.
F
.
F
.
1-1/2"
GRAB BAR DETAIL 6
32" min. CLR.12" CLR.
QT-1
CT-1
7
A2
FLOOR SINK DETAIL 5 BASE DETAIL 3
9
HOT AND COLD
METALLIC PIPE
(E.) CONCRETE SLAB
PIPE
SLEEVE
WATER PIPING ONLY
ACOUSTICAL PAD
OR EQUAL
ISOLATOR 1/2" THK.
RESILIENT WRAP
PIPE THRU (E) SLAB
20 GA. FLASHING RING
W/ CONT. CAULKING
CONT. BEAD OF SEALANT
ROOFING MATERIAL TO EXTEND
4" MIN. UP TO VENT PIPE
VTR (VENT THROUGH ROOF)
SEE WASTE PLAN & FOR SIZE
VENT THRU (E) ROOF 8
4
7TRANSITION
FLOOR, WALL, CEILING MATERIAL FINISHED SCHEDULE
COVE BASEFLOORROOM NAME WALLS CEILING
RESTROOM
1QT-1
EXISTING SMOOTH SURFACE CERAMIC
TILE, LIGHT COLORED UP TO 4'-0" MIN. AFF.
WASHABLE AND SMOOTH DURABLE EASILY
CLEANABLE SURFACE, NON ABSORBENT.
EXISTING
CERAMIC FLOOR TILE IS SMOOTH
DURABLE, NON ABSORBENT, AND
EASILY WASHABLE
EXISTING
CONTINUOUS UP TO THE WALLS, AT
LEAST 4" FORMING AN INTEGRAL 3
8"
MIN. RADIUS COVE BASE
CT-1
FILTER ROOM
STORE ROOM
GYP.BD. CEILING IS PAINTED WITH SEMI-GLOSS OR HIGH
GLOOS PAINT2
QT-1
FILTER ROOM
STORE ROOM
1
1
1
1
1
1
1
1
EXISTING SURFACE MOUNTED
EMERGENCY EXIT LIGHT & SIGN W./ 90
MIN. BACK UP
2
2
2
2 3
A2
7'-3"
12"
m
a
x
12
"
m
a
x
.
42
"
m
i
n
.
24
"
m
i
n
.
36"
17" - 18"18"min
60" MIN
60"
c
l
r
.
6'
-
8
"
48
"
m
i
n
1/4" = 1'-0"ENLARGE NEW ACCESSIBLE ALL GENDER RESTROOM 12
NEW
QUARRY TILE
NEW
6" QUARRY TILE
FIBERGLASS REINFORCE (FRP)
WHITE UP TO CEILING
2'X4' T-BAR CEILING WITH VINYL FACED CEILING TILES SMOOTH,
NONABSORBENT, EASILY CLEANABLE AND DURABLE
ARMSTRONG CLEAN ROON -VL 2'X4'
A
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A
EF E
11 5 6
16
F
13
1616
EEE
15
B
C
A
F F
ELEVATION B-B
SCALE: 1/4" = 1' 0"
13 ELEVATION A-A
SCALE: 1/4" = 1' 0"
14
A
B
C
E
F
A
THE 24 HOUR DISPENSER AT THE FILTER ROOM:
THIS AREA MUST BE VERMIN PROOF. ALL GAPS, JOINTS, CRACKS, AND CREVICES THAT THE
24 HOUR DISPENSERS PENETRATES THROUGH THE WALL THAT GOES TO THE EXTERIOR
MUST BE COMPLETELY SEALED
ELEVATION C-C
SCALE: 1/4" = 1' 0"
15
D-
D
A2
D-
D
A2
SECTION D-D
SCALE: 1/4" = 1' 0"
16
(E)FIXED WINDOW(E)FIXED WINDOW
F
FF
F
14
5
6 ICE BIN.
ICE MAKER.
11 THREE COMP. SINK
HAND SINK WITH SIDE SPLASH GUARD12
13 ELECTRIC TANK TYPE WATER HEATER
14
WORKING TABLE15
DRY SHELVES STORAGE16
MOP SINK, WALL FAUCET & MOP RACK
17 EMPLOYEE LOCKER, 6 BOX LOCKERS12
3 24 HRS DISPENSER
333
A
E
17
1
16
4
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DATE:
09.08.25
NOTES, DETAILS
A3
REVISION
DA
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WA
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E
@ 4'-0" O.C.
MAIN RUNNER
MAIN RUNNER
4'-0" ALONG EA.
HANGER WIRE @
#12 GA. VERTICAL
MAIN RUNNER (4) DIRECTIONS.
@ 2'-0" O.C.
CROSS RUNNER
4 TURNS
MIN. IN
1/2" TYP.
SPLICE
ALL WIRES ATTACHED TO
45° SPLAY WIRE BRACING
IN PLANE OF MAIN RUNNER.
CEILING ON
GRID SYSTEM
SUSPENDED
PLAN
SECTION
AND WITHIN 8"
OF WALLS
4HANGER WIRE T-BAR3
1T-BAR
FIXED JOINT EXPANSION JOINT
HEAVY DUTY T-BAR GRID SYSTEM
USG CORPORATION ( ESR -1222 LABC SUPPLEMENT
45°
45°
45°
45°
SHALL BE USED ( PER ASCE 7-16. SEC 13.5.6.)
or CBC SUPPLEMENT)
0.45" AT TOP
0.9" AT BASE
TAPERED EDGES
WHERE EXPOSED
SECTION A-A
NOTE:
Detectable warning surfaces shall be yellow
and approximate FS 33538 of Federal
Standard 595C. §11B-705.1.1.3.1
2.35"
APART
PLAN VIEW
0.45" AT TOP
0.9" AT BASE
A A
0.
2
"
H
T
.
2.
3
5
"
AP
A
R
T
TRUNCATED DOME
(Detectable warning)TOW AWAY SIGN DETAIL
17" MIN.
SITE ENTRANCE SIGN
CONFORMING TO CBC 11B-502.8.
LETTERING SHALL BE 1" MIN. HIGH
CONTRACTOR TO VERIFY TEXT W/
GOVERNING AGENCY.
GALVANIZED STEEL POLE - SEE
DETAIL #9 FOR ADDITIONAL INFO.
56
22
"
M
I
N
.
WHITE PAINT
BLUE PAINT
NOTE:
IDENTIFICATION MARKING TO
COMPLY WITH CBC 11B-502.6.4
CENTERLINE OF STALL
36
"
S
Q
U
A
R
E
ACCESSIBILITY SYMBOL 3
ACCESSIBLE PARKING SIGN
(70 SQ. INCH MINIMUM)
Minimum Fine $250
PARKING
ONLY
CONFORMING TO CBC 11B-502.6.
INCLUDE LANGUAGE "Minimum Fine $250."
SEE SITE PLAN FOR LOCATIONS.
"VAN ACCESSIBLE" SIGNAGE,
WHERE OCCURS
2" DIA. OR 2" SQ. GALV. STEEL POLE
PROVIDE CLOSURE AT TOP
F.G.
1'-0"
FINISH SURFACE
12" DIA.
CONC. FOOTING
80
"
M
I
N
.
A
B
O
V
E
G
R
O
U
N
D
S
U
R
F
A
C
E
60
"
M
I
N
.
W
H
E
N
M
O
U
N
T
E
D
O
N
B
U
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OPTION 1 OPTION 2
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WALL @ TOP
ROOF STRUCTURE
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MECHANICAL EQUIPMENT SCREENING: SCREEN WALL
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REVISIONS
AS INDICATED
12/16/2025
2567
NA
JOB NO.:
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DATE:
DESIGNER:
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Owner:
LJN ENGINEERING
THIS DRAWING AND DESIGN CONCEPTS
ARE PROPRIETARY TO LJN ENGINEERING.
THE DRAWING OR DESIGN CONCEPTS
SHALL NOT BE USED OR REPRODUCED IN
THE PART OR IN WHOLE WITHOUT THE
WRITTEN PERMISSION BY LJN
ENGINEERING.
Phone:
Email:
DESCRIPTIONDATENO.
SHEET NAME:
SHEET NUMBER:
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*CIVIL ENGINEERING, STRUCTURAL SERVICES
*RESIDENTIAL - COMMERCIAL - INDUSTRIAL
* QUALITY - SAVING TIME - SAVING BUDGET
Add : 7138 TIARA AVE, HIGHLAND, CA 92346
Tel : (840) 266 - 5063
Email : ljnengineering2022@gmail.com
S-1.0
FRAMING PLAN
FRAMING PLAN
SCALE : 1/4" = 1'-0"
PLAN NOTES
1. EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR
(E).NEW CONSTRUCTION IS SHOWN SOLID AND IS SPECIFICALLY REFERENCED BY
DETAILS AND NOTES.
2. EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS.
DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THESE
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
PROCEEDING.
3. SEE GENERAL NOTES SHEET SN-1 FOR APPLICABLE NOTES REGARDING THE
VARIOUS CONSTRUCTION ELEMENTS SHOWN ON PLAN.
LEGEND
FRAMING SCHEDULE
MARK MEMBER TYPE
EXISTING FRAMING(E)
POST OR TRIMMER AS NOTED
DETAIL NUMBER DETAIL
SHEET NUMBER
POST OR TRIMMER FROM FLOOR ABOVE
SDXX
E EXISTING FRAMING SYSTEM
XX
CONNECTION DETAIL
(N) ROOF EQUIPMENT UNIT.
SEE MECH. PLANS
(N) 362S162-33
@16" O.C, TYP.
8"
M
I
N
(N) UNIT CONNECTION TO TOP
TRACK PER MANUFACTURER
WITH 3/8" Ø THRU-BOLT AND
WASHER AT EACH CORNER OF
MECHANICAL UNIT. ADD (1)
BOLT IF BOLT SPACING > 5'-0".
(N) EQUIPMENT BASE
AND BASE CAP
PER MANUFACTURE
(N) CANT STRIP
PER ARCH. WHERE OCCURS
(E) ROOF SHEATHING
(N) BEAM PER PLAN
(E) ROOF TRUSS
(N) CONT. TRACK
w/ 3/8" Ø THRU BOLT
@32" O.C.
(N) FRT PLWYOOD
SHEATHING
w/ EDGE NAILING
8d's @ 6" O.C.
AROUND CURB
APPROVED SIMPSON HANGER
1
FOUNDATION TRACK
3.
4.
5.
14.
13.
6.
7.
8.
9.
10.
FLOOR SLAB SHALL BE POURED LEVEL TO 1/8" IN 10'.
12.
15.
11.
ADMIXTURES IN CONCRETE MIX. CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED.
16.
18.
17.
19.
a. DO NOT WALK ON SLAB UNTIL 24 HOURS AFTER CONCRETE HAS BEEN POURED.
b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POURED.
c. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POURED.
d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POURED.
FOR INTERIOR NON-SHEAR WALLS USE SIMPSON PDPA SERIES 0.157"Ø PINS WITH A
PENETRATION OF 1 1/4" INTO SLAB AT 24" O.C. TO BE INSTALLED IN ACCORDANCE WITH
ICC ESR-2138. ACTUAL SLAB THICKNESS TO BE MINIMUM 4". ALL INTERIOR SHEAR WALLS
TO HAVE A.BS. PER FOUNDATION PLAN.
ALL HOLDOWNS AND POST ANCHORS TO BE INSTALLED ACCORDING TO MOST CURRENT
SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ER REPORTS & SHALL
BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DIMENSIONS ARE NOT FURNISHED
TO SIMPSON HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S
SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO
LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER
INSTALLATION.
MIN. CONCRETE WIDTH TO BE 8" FOR RECEIVING PA, HPA & STHD'S. VERIFY LOCATIONS OF
HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE ACCURATE
INSTALLATION.
PROVIDE #3 X 24" DOWEL AT 24" O.C. AND 12" FROM THE CORNER AT ALL CONCRETE
STOOPS AND PORCHES.
PROVIDE MIN. (1) #4 REINFORCING FOR ELECTRICAL GROUND, LOCATION TO BE VERIFIED
WITH THE ELECTRICAL CONTRACTOR.
VERIFY MIN. FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL
EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND IF MORE STRINGENT,
THEY SHALL SUPERSEDE THE ABOVE MINIMUM REQUIREMENTS. SEE NOTE #8 UNDER
REINFORCED CONCRETE FOR CONCRETE STRENGTH.
PLACEMENT SHALL BE IN ONE CONTINUOUS OPERATION UNLESS OTHERWISE SPECIFIED.
SLAB SURFACE SHALL BE CURED WITH 'HUNTS' COMPOUND OR EQUAL OR CURED WITH
OTHER METHODS IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AT
CONTRACTOR'S OPTION.
CONTRACTOR SHALL DAMPEN SLAB UNDERLAYMENT OF SAND/MEMBRANE JUST PRIOR TO
CONCRETE PLACEMENT TO ASSIST UNIFORM CONCRETE CURING. SLABS MUST NOT BE
POURED DURING OR IMMEDIATELY AFTER RAINSTORMS. THE SPECIFIED SAND OVER
VISQUEEN SHOULD NOT BE SATURATED AT THE TIME OF THE CONCRETE POUR. ANY FREE
WATER TRAPPED IN THE SAND LAYER MUST BE REMOVED PRIOR TO THE CONCRETE POUR.
THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE
MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL BE FILLED
WITH CONCRETE OR PROPERLY COMPACTED FILL THAT HAS BEEN TESTED AND APPROVED
BY THE SOILS ENGINEER. BACKFILL SHALL NOT BE PLACED UNTIL SUPPORTING
FOUNDATIONS, WALLS AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT
LATERAL SOIL PRESSURE.
CONCRETE PLACEMENT SHALL BE MONOLITHIC IN ONE CONTINUOUS OPERATION
UNIFORMLY PLACED AND MUST BE VIBRATED AND WELL CONSOLIDATED UNLESS SHOWN
OTHERWISE ON PLANS. DUAL POUR IS DEFINED BY ACI AS TO WHEN 1ST. & 2ND. POUR CAN
NOT BE VIBRATED TOGETHER.
FINISH GRADE AROUND THE PERIMETER OF SLAB SHALL BE CONSTRUCTED SUCH THAT
RAIN AND IRRIGATION WATER IS DRAINED AWAY FROM THE SLAB.
FOUNDATION DRAWINGS PREPARED BY E.O.R. REFLECT THE STRUCTURAL REQUIREMENTS.
REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, DEPRESSIONS, SLOPE, SHELVES,
PATIOS, STOOPS AND PORCHES NOT SHOWN IN FOUNDATION DRAWINGS. ACCURACY OF THE
DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED BY THE ARCHITECT
AND THE CONTRACTOR PRIOR TO CONSTRUCTION.
WAITING PERIOD FOR CONCRETE SLABS-ON-GRADE PRIOR TO START OF CONSTRUCTION IS
AS FOLLOWS:
NO PIPES OR CONDUITS SHALL EXTEND UNDER ISOLATED COLUMN FOOTING OR UNDER
CONTINUOUS WALL FOOTINGS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE
ARCHITECT, STRUCTURAL ENGINEER AND THE BUILDING OFFICIAL.
3a.
ALL CONTINUOUS FOOTINGS TO HAVE 5/8"DIA. X MIN. 12" ANCHOR BOLTS, MIN. 7"
EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS.
ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY AND MIN. 9 3/8" FROM THE END
OF THE BOTTOM TRACK. MIN. (2) A.BS. PER BOTTOM TRACK/SHEAR PANEL. BOTTOM
TRACK UNDER SHEAR WALLS OF UP TO 8'-0" IN LENGTH MUST BE CONTINUOUS. SEE NOTE
2 FOR BOTTOM TRACK FASTENERS AT INTERIOR NON-SHEAR WALLS.
ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF
SIMPSON BP5/8-3 OR BPS5/8-3 BETWEEN TRACK AND NUT. ANCHOR BLOTS SHALL
HAVE A MINIMUM 1 3/4" EDGE DISTANCE FROM CONCRETE STEM WALL/FOUNDATION
FACE AS SHOWN BELOW.
TYPICAL BP INSTALLED WITH A BOTTOM TRACK ANCHOR BOLT
7"
M
I
N
I
M
U
M
E
M
B
E
D
M
E
N
T
SIMPSON BP/BPS
1 3/4" Min
FOOTINGS SHALL BEAR ON NATIVE SOIL
THE CBC CHAPTER 18 SHALL BE FOLLOWED AND SHALL BE CONSIDERED MINIMUM
REQUIREMENTS UNLESS MORE STRINGENT REQUIREMENTS ARE PRESENTED IN THE
SPECIFICATIONS OR ON THE DRAWINGS.
1.
2.
THE CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL LAWS GOVERNING THE
WORK AND OBTAIN ALL NECESSARY LICENSES AND PERMITS.
1.
2.ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST
ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED
OR NOT CLEAR, CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD FOR
CLARIFICATIONS.
THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL,
PLUMPING, MECHANICAL, CIVIL AND ELECTRICAL DRAWINGS AS TO ALL LAYOUTS,
DIMENSIONS AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE
ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.
3.
SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS
MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND
PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE
PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY
AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM
THE E.O.R SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL
SPECIFIED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS.
4.
ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF
STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR
REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS & PRIOR TO
PROCEEDING WITH THE WORK.
5.
EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY.
CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL REPORT CONDITIONS THAT CONFLICT WITH THE
CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE
CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S
REPRESENTATIVE.
6.
THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD
IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN
CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED.
7.
SPECIFICATIONS RELATED TO WATERPROOFING, INCLUDING BUT NOT LIMITED TO
MEMBRANES, WATERSTOPS, SEALANTS, FLASHING, VAPOR BARRIER, ARE AS SPECIFIED BY
ARCHITECT/WATER PROOFING CONSULTANT.
8.
FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY
THROUGHOUT SIMILAR CONDITIONS. ALL DETAILS REFERENCED, AND DETAILS NOT
REFERENCED ON PLANS, SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILAR
CONDITIONS OF THE CONSTRUCTION.
9.
UNLESS SHOWN OTHERWISE, DETAILS SHOWN ON "TYPICAL DETAIL" SHEETS SHALL BE
USED WHEREVER APPLICABLE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE
PRECEDENCE OVER "TYPICAL DETAILS". SPECIFIC NOTES ON STRUCTURAL DRAWINGS
TAKE PRECEDENCE OVER NOTES SHOWN IN "GENERAL NOTES".
10.
THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS
DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE
ARCHITECT OR E.O.R SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.
11.
GENERAL NOTES
CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION
OF ACI 318 AND ACI 301 EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.
PORLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, U.N.O.
THE CONCRETE COMPRESSIVE STRENGTH (28 DAYS), f'c:
a. ALL LOCATIONS, U.N.O: MIN 2500 PSI, (W/C = 0.45) SPECIAL INSPECTION IS REQUIRED
WHEN f'c > 2500 PSI.
b. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.1% BY
WEIGHT: 4000 PSI, SPECIAL INSPECTION IS NOT REQUIRED.
c. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.2% BY
WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED.
1.
AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. FOR LOW
SHRINKAGE AGGREGATE, USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT
CONCRETE SHALL CONFORM TO ASTM C-330.
DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIXING
CONCRETE SHALL CONFORM WITH ASTM C1602.
CONCRETE MIX DESIGNS CONTAINING FLY ASH MAY BE USED WHERE CONCRETE IS NOT
VISUALLY EXPOSED. FLY ASH SHALL CONFORM WITH ASTM C618 AND MAY REPLACE UP
TO 20% PORTLAND CEMENT BY VOLUME.
CONCRETE STRENGTH TEST REPORTS SHALL BE IN COMPLIANCE WITH ACI 318 AND
SHALL BE SUBMITTED TO E.O.R. FOR REVIEW.
ALL REINFORCING BARS, ANCHOR BOLTS AND ALL OTHER CONCRETE INSERTS SHALL BE
WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
2.
3.
4.
5.
6.
7.
8.
9.
CONCRETE
TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH
ASTM C94.
10.CONCRETE PLACEMENT/CURING/REDUCTION IN STRENGTH SHALL CONFORM TO ACI 305R
AND 3065R REQUIREMENTS FOR HOT AND COLD WEATHER CONCRETING.
11.CONCRETE SHALL BE CURED PER ACI 308R, UNLESS ALTERNATE METHODS OF CURING
HAVE BEEN APPROVED BY THE ARCHITECT OR ENGINEER. FOR SLAB CURING,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF CURING
COMPOUNDS WITH PROPOSED FINISHES PRIOR TO COMMENCING ANY WORK.
MAX. SLUMP SHALL BE 5 INCHES EXCEPT WHERE ADMIXTURES/PLACITIZERS HAVE BEEN
ADDED IN THE MIX DESIGN TO IMPROVE FLOWABILITY/WORKABILITY. THE SLUMP LIMIT
SHALL BE BASED ON ADMIXTURE MANUFACTURER'S RECOMMENDATIONS.
12.
FASTENING SCHEDULE :(AS PER AISI LATEST EDITION )
CONNECTION NUMBER AND SIZE
OF FASTENERS
SPACING OF FASTENERS
FLOOR JOIST TO TRACK OF AN
INTERIOR LOAD BEARING WALL.
SUBFLOOR SHEATHING TO FLOOR JOIST
2-#10 SCREWS EACH JOIST
2-#10 SCREWS ONE PER FLANGE OR TWO
PER BEARING STIFFENER
#10 SCREWS2
1
6" ON CENTER ON EDGES
AND 10" ON CENTER AT
INTERMEDIATE SUPPORTS
STUD TO TOP OR BOTTOM TRACK 2-#10 SCREWS EACH END OF STUD,
ONE PER FLANGE
STRUCTURAL SHEATHING( ORIENTED
STRAND BOARD OR PLYWOOD)
TO FRAMING
6" ON EDGES & 12" ON
INTERMEDIATE SUPPORTS#10 SCREWS2
1/2" GYPSUM WALL BOARD TO FRAMING #10 SCREWS 12" O.C.
CEILING JOIST TO TOP TRACK OF LOAD
BEARING WALL.2-#10 SCREWS EACH JOIST
ROOF SHEATHING( ORIENTED STRAND
BOARD OR PLYWOOD) TO RAFTERS #10 SCREWS 6" ON CENTER ON EDGES
AND 12" ON CENTER AT
INTERIOR SUPPORTS
RAFTER/TRUSS TO BEARING WALL 2-#10 SCREWS EACH RAFTER/TRUSSES3
GABLE END TRUSS/RAFTERS TO
ENDWALL TOP TRACK #10 SCREWS 12" O.C.
RAFTER TO CEILING JOIST OR
RIDGE MEMBER MIN. #10 SCREWS SEE NOTE NO.4
NOTES:
1. SCREW SIZES SHOWN ARE MINIMUM. UNLESS OTHERWISE NOTED.
2. HEAD STYLE SHALL BE BUGLE-HEAD, FLAT HEAD OR SIMILAR HEAD WITH MINIMUM
HEAD DIAMETER OF 0.29"
3. SCREWS SHALL BE APPLIED THROUGH THE FLANGE OF THE RAFTER/TRUSS OR CEILING
JOIST OR A 16 GAUGE CLIP ANGLE SHALL BE USED WITH 2 #10 SCREWS IN EACH LEG.
4. NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE
MEMBER CONNECTION
(See Table footnotes in Next column)
FLOOR JOIST TO TRACK AT END OF
JOIST
COLD FORMED METAL FRAMING
10.PROVIDE MINIMUM YIELD STRESS, FY , OF 50 KSI FOR 16 GAUGE (54 MIL) AND THICKER AND
33 KSI FOR 18 GAUGE (43 MIL) AND THINNER.
11.COLD-FORMED STEEL JOISTS SHALL HAVE PUNCHED ENLARGED SERVICE HOLES WITH
STIFFENED FLANGES.
12.EXTERIOR WALL STUDS SHALL BE 600S162-43 (18 GAUGE) @24" O.C. AND SATISFYING THE
REQUIREMENTS OF LOAD BEARING STUD WALLS PER TABLE OF NOTE 13 BELOW
(WHICHEVER IS GREATER).UNLESS NOTED OTHERWISE ON PLANS. WALLS SHALL BE
PROVIDED WITH MANUFACTURER'S STANDARD BRIDGING ( EITHER WELDED 2 1/2"X18 GAUGE
STUD OR CLIPPED COLD-ROLLED CHANNEL 1 1/2"X16" GAUGE). PROVIDE BRIDGING AT 4'-0"
O.C. MAXIMUM FOR LOAD BEARING WALLS AND EXTERIOR WALLS.
13.
EXCEPTION: WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF
WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED
14.ALL KNEE WALL STUDS OVER THE FOOTING STEMS SHALL BE 600S162-54
(16 GAUGE) @ 24" O.C. UON.
1.ALL COLD-FORMED METAL FRAMING SHALL CONFIRM TO AISI STANDARD S100-16 "NORTH
AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
MEMBERS''.
2.SHALL MEET ALL THE REQUIREMENT AISI 2022 LATEST EDITION.
3.CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL
FABRICATION AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS
OF GOVERMENT AGENCIES HAVING JURISDICTION.
4.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS WEB
STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES
REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE
MANUFACTURER FOR THE STEEL MEMBERS USED.
5.FASTENING OF COMPONENTS SHALL BE WITH ICC APPROVED SELF-DRILLING SCREWS OR
WELDING, SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH
OF THE CONNECTION ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A
ZIN-RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH
PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED.
6.UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDES AT FOUNDATION WALLS BY
MEANS OF SHIMS AND/OR NON-SETTING GROUT.
7.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO AISI "SPECIFICATION FOR THE
DESIGN OF COLD FORMED STEEL'', LATEST EDITION.
8.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN FULL COMPLIANCE WITH AWS D1.3
9.UNLESS NOTED OTHERWISE ON THE DRAWINGS, SCREWS SHALL BE #10-16 SELF DRILLING,
SELF TAPPING HEX HEAD SCREWS WITH HEAD DIAMETER OF 0.333 IN.
ALL WALL STUD FRAMING SHALL SATISFY THE REQUIREMENTS OF TABLE BELOW. PROVIDE
BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS. WHERE FULL HEIGHT
SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED
TO BE OMITTED.
STUD SIZE
MAXIMUM SPACING WHEN SUPPORTING
ONE FLOOR
ROOF &
CL'G
TWO FLOOR
ROOF &
CL'G
STUD
HEIGHT
BEARING WALLS
(inches)
600S162-54
24
600S162-43
362S162-43 24
24 --
(feet)
9
NON-BEARING WALLS
STUD
HEIGHT
(inches)
24
(feet)
16'-0"
9
9 24 24 24
MAXIMUM SPACING
(inches) (inches)
ROOF &
CL'G ONLY
24
--
2424'-0"
2426'-0"
362S162-54 24 249 2416'-0"24
1.
DESIGN CRITERIA
SOILS
3.
LATERAL LOADS:2.
TOTAL = 40 PSF
LIVE LOAD = 20 PSF
DEAD LOAD = 20 PSF
ROOF LOAD
DESIGN LOADS:
C
110WIND SPEED:
WIND EXPOSURE:
SITE CLASS =
RISK CATEGORY:II
D-DEFAULT
1.307
0.466
1.046
0.570
SEISMIC DESIGN CATEGORY: D
SEISMIC IMPORTANCE FACTOR (I) = 1.0
0.11
6
TOTAL DESIGN BASE SHEAR:
BASIC SEISMIC FORCE RESISTING SYSTEM:
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
0.11W 0.11W
PLYWOOD SHEAR WALLS
0.11
6S1 :SD1 :
SDS :SS :
RY :
0.7XCSY :
RX :
0.7XCSX :
; VX =VY =
SOILS ALLOWABLE DESIGN VALUES IS 1500 PSF
SHEET INDEX
- GENERAL NOTES & REQUIREMENTS.SN-1
- FRAMING PLANS-1.0
REVISIONS
AS INDICATED
12/16/2025
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Owner:
LJN ENGINEERING
THIS DRAWING AND DESIGN CONCEPTS
ARE PROPRIETARY TO LJN ENGINEERING.
THE DRAWING OR DESIGN CONCEPTS
SHALL NOT BE USED OR REPRODUCED IN
THE PART OR IN WHOLE WITHOUT THE
WRITTEN PERMISSION BY LJN
ENGINEERING.
Phone:
Email:
DESCRIPTIONDATENO.
SHEET NAME:
SHEET NUMBER:
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*CIVIL ENGINEERING, STRUCTURAL SERVICES
*RESIDENTIAL - COMMERCIAL - INDUSTRIAL
* QUALITY - SAVING TIME - SAVING BUDGET
Add : 7138 TIARA AVE, HIGHLAND, CA 92346
Tel : (840) 266 - 5063
Email : ljnengineering2022@gmail.com
SN-1
GENERAL DETAILS
& NOTES
CHAPTER 5
NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL
5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally
responsible site selection, building design, building siting and development to protect, restore and enhance the
environmental quality of the site and respect the integrity of adjacent properties.
DIVISION 5.1 PLANNING AND DESIGN
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
Y
SECTION 5.102 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not
numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of
80 degrees above nadir. This applies to all lateral angles around the luminaire.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
Eligible vehicles are limited to the following:
1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero
emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.
2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe
10 as regulated under 40 CFR Section 600 Subpart D.
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"
either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to
zero-emission vehicle standards.
TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent
occupants, such as employees, as distinguished from customers and other transient visitors.
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,
designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used
primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.
Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.
SECTION 5.106 SITE DEVELOPMENT
5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE
OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a
larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction
activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include,
but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges
and wastes that should be considered for implementation as appropriate for each project include, but
are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to
reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on
the amount of water that needs to be applied to the landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,
not including exterior areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The
volume or cycle duration can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the
U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental
unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section
1954.202 (g) and Water code Section 517 for additional details.)
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate
electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with
regulations in the California Building Code and the California Electrical Code.
Exceptions:
1.On a case-by-case basis where the local enforcing agency has determined compliance with
this section is not feasible based upon one of the following conditions:
a.Where there is no local utility power supply
b.Where the local utility is unable to supply adequate power.
c.Where there is evidence suitable to the local enforcement agency substantiating the
local utility infrastructure design requirements, directly related to the implementation of
Section 5.106.5.3, may adversely impact the construction cost of the project.
2. Parking spaces accessible only by automated mechanical car parking systems are not
required to comply with this code section
5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following
requirements:
1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)
diameter shall be provided and shall originate at a service panel or a subpanel(s) serving
the area, and shall terminate in close proximity to the proposed location of the EV capable
and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be
used to serve multiple EV charging spaces.
2.A service panel or subpanel (s) shall be provided with panel space and electrical load
capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV
capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.
3.The electrical system and any on-site distribution transformers shall have sufficient capacity
to supply full rated amperage at each EV capable space.
4.The service panel or subpanel circuit directory shall identify the reserved overcurrent
protective devices space(s) as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE."
Note: 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 an enforcement
agency. See vehicle Code Section 22511.2 for further details.
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more
tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking
spaces with a minimum of one bicycle parking facility.
5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces,
provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a
minimum of one bicycle parking facility.
5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the
anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall
be convenient from the street and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
Note: Additional information on recommended bicycle accommodations may be obtained from
Sacramento Area Bicycle Advocates.
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections
5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently
accessed with a minimum of four two-bike capacity racks per new building.
5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed
with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities
shall be convenient from the street or staff parking area and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as
specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State
Architect pursuant to Section 105, comply with Section 5.106.4.2
5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the
applicable local ordinance, whichever is stricter.
5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated
to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors'
entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being
added, with a minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions
of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square
feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within
the authority of California Building Standards Commission). Code sections relevant to additions and
alterations shall only apply to the portions of the building being added or altered within the scope of the
permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no
banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section
1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving
plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions,
types of commercial real property affected, effective dates, circumstances necessitating
replacement of noncompliant plumbing fixtures, and duties and responsibilities for
ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and
alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,
only those code measures relevant to the building components and systems considered to be new
construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant
improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in
Section 301.3 non-residential additions and alterations.
5.106.5.3.3 Use of automatic load management systems (ALMS).
ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity
specified in Section
5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each
EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle
and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.
5.106.5.3.4 Accessible EVCS.
When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building
Code, Chapter 11B, Section 11B-228.3.
Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle
Signs and Pavement Markings) or its successor(s).
5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N]
Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply
equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading
spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.
Exceptions:
1.On a case-by-case basis where the local enforcing agency has determined compliance with this
section is not feasible based upon one of the following conditions:
a.Where there is no local utility power supply.
b.Where the local utility is unable to supply adequate power.
c.Where there is evidence suitable to the local enforcing agency substantiating that
additional local utility infrastructure design requirements, directly related to the implementation
of Section 5.106.5.3, may adversely impact the construction cost of the project.
When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California
Electrical Code and as follows:
5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores
with planned off-street loading spaces.
[N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare
raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be
installed at the time of construction in accordance with the California Electrical Code. Construction plans and
specifications shall include but are not limited to, the following:
1.The transformer, main service equipment and subpanel shall meet the minimum power
requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future
installation of EVSE.
2.The construction documents shall indicate on or more location(s) convenient to the planned
offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and
charging dispensers, and a pathway reserved for routing of conduit from the termination of the
raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table
5.106.5.4.1
3.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area
where potential future medium-and heavy-duty EVSE will be located and shall terminate in close
proximity to the potential future location of the charging equipments for medium- and heavy-duty
vehicles.
4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load
to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table
5.106.5.4.1.
TABLE 5.106.5.3.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF EVCS (EV
CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹25% of EV capable spaces¹
5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply
with the following:
1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,
Section 10-114 of the California Administrative Code; and
2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in
Chapter 8) and
4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance
lawfully enacted pursuant to Section 101.7, whichever is more stringent.
Exceptions: [N]
1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.
2. Emergency lighting.
3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8
Alternate materials, designs and methods of construction.
5. Luminaires with less than 6,200 initial luminaire lumens.
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2
ALLOWABLE RATING
LIGHTING
ZONE
LZ0
LIGHTING
ZONE LZ1
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ4
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is
0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF
LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or
more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.
Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the
larger common plan of development or sale must comply with the post-construction requirements detailed in the
applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges
Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or
the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).
The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff
(pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES
permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration
through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.
Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural
practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures
should be given during the initial design process for appropriate integration into site development.
N/A Y N/A
1.Where there is insufficient electrical supply.
2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards
the total number of required EV capable spaces shown in column 2.
5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table
5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of
Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be
provided.
One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be
permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is
accumulatively supplied to the EV charger.
The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV
capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the
service panel or subpanel.
Y N/A Y N/A
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture,
and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to
the nearest point of that property line.
Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point
to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is
directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property
lines to determine the required backlight rating.
5.106.8.2 Facing-Glare.
For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within
2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table
5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front
hemisphere.
Note: [N]
1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for
parking facilities and walkways.
2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table
A-1, California Energy Code Tables 130.2-A and 130.2-B.
3. Refer to the California Building Code for requirements for additions and alterations.
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1.Swales.
2.Water collection and disposal systems.
3.French drains.
4.Water retention gardens.
5.Other water measures which keep surface water away from buildings and aid in groundwater recharge.
Exception: Additions and alterations not altering the drainage path.
5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2,
and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation
necessary to establish and maintain tree health shall comply with Section 5.304.6.
5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed
to provide shade over 50 percent of the parking area within 15 years.
Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in
lieu of shade tree planting.
5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to
provide shade of 20% of the landscape area within 15 years.
Exceptions: Playfields for organized sport activity are not included in the total area calculation.
5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to
provide shade over 20 percent of the hardscape area within 15 years.
Exceptions:
1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu
of shade tree planting.
2.Designated and marked play areas of organized sport activity are not included in the total area calculation.
TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)
NUMBER OF
OFF-STREET
LOADING SPACES
ADDITIONAL
CAPACITY
REQUIRED (KVA)
FOR RACEWAY &
BUSWAY AND
TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G1 G2 G3 G4
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G1 G1 G2
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G1 G1
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G0 G1
1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy
Code and Chapter 10 of the Callifornia Administrative Code.
2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be
considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For
property lines that abut public roadways and public transit corridors, the property line may be considered to be the
centerline of the public roadway or public transit corridor for the purpose of determining compliance with this
section.
3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced
ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting"
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5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the following:
5.303.3.1 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.
5.303.3.2 Urinals.
5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed
0.125 gallons per flush.
5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall
not exceed 0.5 gallons per flush.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 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.
5.303.3.3.2 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
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource
efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of
techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the
non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient
usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
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.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement
as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-
Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste
management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping
provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste
items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited
Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste
materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated
vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such
material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of
Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter
using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting
adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound
of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,
the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),
except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
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, timber, prefabricated wood I–joists or
finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a
24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,
sound power, sound intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,
trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor
that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,
off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground
support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and
equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,
power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring
and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as
the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may
not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse
gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference
compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the
Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or
its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of
Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a
hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a
GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of
Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than
150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,
sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
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
hundreths of a gram (g O3/g ROC).
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).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet
or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected
to remote compressor units or condensing units.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a)
.
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition
included in that specific regulation is the one that prevails for the specific measure in question.
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed
woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,
Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves 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.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if
necessary to condition the building or areas of addition or alteration within the required temperature range for
material and equipment installation. If the HVAC system is used during construction, use return air filters with a
Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of
30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is
occupied during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of
rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation
equipment, all duct and other related air distribution component openings shall be covered with tape, plastic,
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which
may enter the system.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and
requirements of the building appropriate to its phase shall be documented before the design phase of the
project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours
operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets
the OPR shall be completed at the design phase of the building project. The Basis of Design document shall
cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to
document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of
commissioning shall be included.
5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct
installation and operation of each component, system and system-to-system interface in accordance with the
approved plans and specifications. Functional performance testing reports shall contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made.
5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the
design and construction phases of the building project shall be completed and provided to the owner or
representative.
5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of
systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or
alteration subject to Section 303.1.
5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including
heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well
as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning
requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific
systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning
system serving a building or space is operated for normal use, the system shall be balanced in
accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National
Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance
Council National Standards or as approved by the enforcing agency.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections
503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume
more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners,
restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building 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 waste, 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. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits,
resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space
floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3,
Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and
Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the
CalRecycle’s web site.
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR),
Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be
completed within the systems manual and delivered to the building owner or representative. The
systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic
troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance
staff for each equipment type and/or system shall be developed and documented in the commissioning
report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or
equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the
following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant
within a new building or within an addition that is projected to consume more than 1,000 gal/day.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply
with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
Notes:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations,
Title 23, Chapter 2.7, Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,
landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of
Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter
2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)
shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the
prescriptive measures contained in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape
area equal to or greater than 500 square feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate
landscape area equal to or greater than 1,200 square feet.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm
when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no
more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.
Note: This code section does not affect local jurisdiction authority to prohibit or require disposer
installation.
5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California
Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply
to new fixtures in additions or areas of alteration to the building.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed
in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1
of the California Plumbing Code and in Chapter 6 of this code.
Y N/A
SECTION 5.402 DEFINITIONS
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust
a damper.
BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,
according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction
process, including verifying and documenting that building systems and components are planned, designed, installed,
tested, operated and maintained to meet the owner’s project requirements.
ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food
soiled paper waste that is mixed in with food waste.
TEST. A procedure to determine quantitative performance of a system or equipment
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by
California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local
ordinance, whichever is more stringent.
5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven
rain to prevent water intrusion into buildings as follows:
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water
intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to
such openings plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet
and over, building commissioning shall be included in the design and construction processes of the building project to
verify that the building systems and components meet the owner’s or owner representative’s project requirements.
Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of
comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and
L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections
5.410.2 through 5.410.2.6 shall apply.
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating,
ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water
heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements
Commissioning requirements shall include:
1. Owner’s or Owner representative’s project requirements.
2. Basis of design.
3. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Unconditioned warehouses of any size.
2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within
unconditioned warehouses.
3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.
Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not
provide heating and or air conditioning.
Informational Notes:
1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of
commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for
qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional
performance tests or to adjust and balance systems.
2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls
must be performed in compliance with the California Energy Code.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing
signed by the individual responsible for performing these services.
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with
detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M
instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related
regulations.
5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required
by the enforcing agency.
Y N/A Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not
more than 0.5 gallons per minute at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 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.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8
gallons per minute/20 [rim space (inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a
maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7), and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY:The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
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5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, 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 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat
or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for
ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the
Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product
limits of Regulation 8 Rule 49.
5.504.4.4.1 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 Specifications
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#material
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
5.504.4.5 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 (ATCM) for Composite Wood (17 CCR 93120 et
seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in
Table 5.504.4.5.
5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as
requested by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the
Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S
standards.
5. Other methods acceptable to the enforcing agency.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter
ARCHITECTURAL APPLICATIONS CURRENT 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 ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY 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, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
TABLE 5.504.4.3 - CONT.
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN
THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE
FROM THE AIR RESOURCES BOARD.
TABLE 5.504.4.5 - 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 CALIFORNIA AIR RESOURCES BOARD, AIR
TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the
provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that
utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or
condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential
(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the
replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP
value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants
that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be
accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside
diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in
refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a
refrigerant charge of 5 pounds or less.
5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to
keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure
controls, valve pilot lines and oil.
Exception: Single-flared tubing connections may be used with a multiring seal coated with
industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's
recommendations.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of
long radius elbows.
5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as
follows.
5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall
be installed between the outlet of the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall
be installed in the space between the rupture disc and the relief valve inlet to indicate a disc
rupture or discharge of the relief valve.
5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are
permitted for use.
5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps
shall be brass or steel and not plastic.
5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves
designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem
operation.
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and
salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent
corrosion from these substances.
5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to
maximize energy efficiency.
5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted
with a device tha indicates the level of refrigerant in the receiver.
5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and
charging.
5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and
appropriate tracer gas to bring system pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same
gauge.
5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more
than a +/- one pound pressure change from 300 psig, measured with the same gauge.
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and
hold for 30 minutes.
5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30
minutes.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours
with a maximum drift of 100 microns over a 24-hour period.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent
shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate
compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing
agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a
certification from a recognized state, national or international association, as determined by the local agency. The
area of certification shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to,
construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods
acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or
special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate
section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023)
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,
CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see
Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum
requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local
code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control
ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements
of the California Energy Code, Section 120(c)(4).
5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be
equipped with a carbon dioxide monitor or sensor that meets the following requirements:
1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and
6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable
windows.
2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or
sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the
carbon dioxide readings shall be available to and regularly monitored by facility personnel.
3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the
classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility
personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have
exceeded 1,100ppm.
4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a
record of previous carbon dioxide measurements of not less than 30 days duration.
5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide
levels with a range of 400ppm to 2000ppm or greater.
6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon
dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than
once every 5 years.
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class
(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission
Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in
Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior
noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking
structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to
the noise source making up the building or addition envelope or altered envelope shall meet a composite STC
rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of
40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a
noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration
exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of
at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior
sound levels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of
Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression
equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not
contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area
receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard
Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications
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#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,
"Version 1.2, January 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#material
5.504.4.7.1 Verification of compliance.
Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission
limits.
5.504.4.8 Acoustical ceiling and wall panels.
Comply with 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.
5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical
finish materials meet the pollutant emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air
filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of
13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of
the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV
rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,
prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as
already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,
county, city and county, California Community College, campus of the California State University, or campus of the
University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post
signage to inform building occupants of the prohibitions.
5.504.4.3.2 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
5.504.4.4 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
Specifications 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#material
5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through
5.504.4.6.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet
the requirements of the following standards:
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 Tables 5.504.4.1 and 5.504.4.2. Such
products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds
(chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), 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 one pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing
with Section 94507.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/A Y N/A Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NONFLAT COATINGS 100
NONFLAT HIGH GLOSS COATINGS 150
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GENERAL NOTES INDEX OF SHEET
SCOPE OF WORK
·
·
·
INDUSTRY-STANDARDS
PANEL GENERAL NOTES
NORMAL GROUND RECEPTACLE
LIGHTING FIXTURES NOTE
CONDUIT SUPPORT
HUNG FROM TOP CHORD
OF JOISTS (OR PER AHJ).
SINGLE LINE DIAGRAM
CONDUITS NOTE
“”
·
·
SINGLE LINE DIAGRAM NOTES
HVAC SCHEDULE
Job No:
Drawn by:
Sheet:
Date:
Scale:NTS
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GENERAL NOTES/
SINGLE LINE DIAGRAM
Consultant:
FIXTURE SUPPORT
X
TO PERMANENT STRUCTURE
SCREW IN OPPOSITE
CORNERS MAIN
RUNNER'S ( TYP.)
# 12 AWG STEEL WIRE
CONNECTION ( TYP. )
MAIN T- BAR
RUNNERS ( TYP. )
AT MAIN RUNNER WITHIN 3" OF
4 CORNERS OF FIXTURES
( PAINT RED )
SCALE: N.T.S.
T-BAR CEILING FIXTURE SUPPORT
MM
OTHER TENANT OTHER TENANT
M
OTHER TENANT
7/20/2025
TIME CLOCK DIAGRAM DAYLIGHT CONTROL DIAGRAM
PANEL "P"
3
1
BLDG SHUT-OFF & MANUAL
OVER-RIDE SWITCH
120V COIL
30A CONTACTOR
120VAC
0-2HR WOUND T/C
SWITCH #1
OVER-RIDE
LIGHT
CKT#
INTERMATIC ET90215C
365 DAY ASTRONOMICAL
PROGRAMMABLE TIMER
WA
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PANEL "P"
(E)
35.8KVA
99.4A
M
200A, 120/208V
3PH, 4W
2 1/2"C-4#4/0 + 1#4 CU GND.
RECEPTACLES OF 15 AND 20 AMPERES, 125 AND 250 VOLTS
INSTALLED IN A WET LOCATION SHALL HAVE AN ENCLOSURE
THAT IS WEATHERPROOF (WP) AND IS LISTED/IDENTIFIED AS
"EXTRA DUTY". THE RECEPTACLES SHALL BE LISTED AS THE
WEATHER RESISTANT (WR) TYPE AND SHALL BE GFCI
PROTECTED PER 210.8(B)(4).
(E) HVAC PLAN
P-17
P-19-21-23
1 1/4"C.O.-3#4+1#8GND
50A/208V/3PH
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60A
SUB-PANEL "Q"
(E)
3.9KVA
10.9A
60A, 120/208V
3PH, 4W
1 1/4"C-4#4 + 1#8 CU GND.
LEGEND & SYMBOLS
Job No:
Drawn by:
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Date:
Scale:NTS
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Consultant:
7/20/2025
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POWER PLAN
(E) ENTRY
(E
)
FI
X
E
D
W
I
N
D
O
W
(E)FIXED WINDOW
(E)
(N)
ALL GENDER
RESTROOM
(E)
(E
)
FI
X
E
D
W
I
N
D
O
W
(E)FIXED WINDOW(E)FIXED WINDOW
WATER TANK
550 GAL
RECEPTION
8
F
A
U
C
E
T
S
D
I
S
P
E
N
S
E
R
8
F
A
U
C
E
T
S
D
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S
P
E
N
S
E
R
FILTER SYSTEM
WITH 3 MOTORS
FILTER ROOM
STORE ROOM
ICE MERCHANDISER
ICE MACHINE
24 HRS
DISPENSER
24 HRS
DISPENSER
24 HRS
DISPENSER
8 FAUCETS DISPENSER
(E) EXIT
(E) ENTRY
1
2 2
4
5 6
77
7
8
FILTER SYSTEM WITH 3 MOTORS 1
2 WATER TANK
3
4
5
6
7
8
EXISTING ELEC. SUB PANEL
EQUIPMENT FLOOR PLAN KEY NOTES
24 HRS DISPENSER.
ICE MERCHANDISER. P0LAR TEMP 750CWGP
ICE BIN. Manitowoc S970
ICE MAKER. Manitowoc ID1492N-261
ELECTRICAL INPUT 120VAC/60Hz, SINGLE PHASE
EXISTING ELEC. SUB PANEL
POWER PLAN
CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION LABELING:
ALL SWITCHES AND OUTLETS SHALL BE LEGIBLY IDENTIFIED AND LABELED
WITH ACCURATE CIRCUIT BREAKERS AND PANELS.
NOTES:
FOR ALL OUTLETS & SWITCHES--- GENERAL CONTRACTOR SHALL COORDINATE WITH
TENANT/OWNER FOR EXACT LOCATIONS PRIOR TO STARTING ANY INSTALLATION.
P-13
SHUTOFF
TIMER
(E)ELECTRICAL
PANEL "P"
(E)ELECTRICAL
SUB-PANEL "Q"
P-5
P-7
P-9
GFCI
25A, 230V
1"C-3#8&1#10GND
P-18-20
GFCI
Q-1
GFCI
Q-3
GFCI
Q-5
3 3 3
Q-2 Q-4 Q-6
GFCI GFCI GFCI
2
4
6
6
2
6
2
4
GFCI
GFCI
GFCI
P-2-4-6
EXISTING SUB-PANEL LOADS SCHEDULE "Q"
(E) = EXISTING
(N) = NEW
(*) = APPROVED HANDLE TIE
EXISTING PANEL LOADS SCHEDULE "P"
LEGEND & SYMBOLS
EXHAUST FAN SCHEDULE
LIGHT FIXTURE SCHEDULE
QTY.LUMINAIRE MANUFACTURE & MODEL
WATTSDESCRIPTIONSYMBOL
L-2
L-1
(MAX.)
L-3 5EMER. & EXIT SIGN W/ 90-MIN BACKUP BATT. (COMBO)
FIXTURE, UL LISTED
3
LED 4"-RECESSED DOWN LIGHTING
5215FIXTURE, UL LISTED
LED 2x4 RECESSED MOUNTED LIGHTING LITHONIA LIGHTING/ALO8 SWW7
LOTUS LED LIGHTS/LRGX
ELCO/EE77HR
PANEL "P"
3
1
SHUT-OFF & MANUAL
OVER-RIDE SWITCH
120V COIL
30A CONTACTOR
120VAC
0-2HR WOUND T/C
SWITCH #1
OVER-RIDE
LIGHT
CKT#
INTERMATIC ET90215C
365 DAY ASTRONOMICAL
PROGRAMMABLE TIMER
DAYLIGHT CONTROL DIAGRAM
9
Job No:
Drawn by:
Sheet:
Date:
Scale:NTS
DA
T
E
DE
S
C
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I
P
T
I
O
N
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Consultant:
7/20/2025
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LIGHTING PLAN
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(E) EXIT
(E) ENTRY
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ALL GENDER
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RECEPTION
FILTER ROOM
STORE ROOM
LIGHTING PLAN
Mss
J33
P-15
1
DAYLIGHT
CONTROL
SWITCH
PRIMARY DAYLIT
ZONE - 1 WHH
SECONDARY DAYLIT
ZONE - 1I WHH
Ms
J
Ms
J
J
P-1
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P-3
3 3 3
3
3 3
Da
b
s
J
1a 1b
1b
1b 1a
1a 1a
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33
P-15
P-15
Job No:
Drawn by:
Sheet:
Date:
Scale:NTS
DA
T
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DE
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7/20/2025
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FORMS
16
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A
N
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P
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N
T
DATE:
07.20.25
NOTES, SPECS
& SCHEDULE
M1
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
R
E
(E) ENTRY
(E
)
FI
X
E
D
W
I
N
D
O
W
(E)FIXED WINDOW
(E)
ALL GENDER
RESTROOM
(E
)
(E
)
FI
X
E
D
W
I
N
D
O
W
(E)FIXED WINDOW(E)FIXED WINDOW
WATER TANK
550 GAL
RECEPTION
8
F
A
U
C
E
T
S
D
I
S
P
E
N
S
E
R
8
F
A
U
C
E
T
S
D
I
S
P
E
N
S
E
R
FILTER SYSTEM
WITH 3 MOTORS
FILTER ROOM
STORE ROOM
ICE MERCHANDISER
ICE MACHINE
24 HRS
DISPENSER
24 HRS
DISPENSER
24 HRS
DISPENSER
8 FAUCETS DISPENSER
(E) EXIT
(E) ENTRY
101D
PROPOSED FLOOR PLAN
SCALE: 1/4" = 1' 0"
16
4
1
E
,
1
7
t
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S
t
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#
A
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G
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,
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9
2
8
4
3
Ph
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:
(
7
1
4
)
4
1
7
-
1
8
3
9
-
(
6
5
7
)
7
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5
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A
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P
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N
T
DATE:
07.20.25
FLOOR PLAN
M2
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
R
E
& DETAILS
16
4
1
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,
1
7
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#
A
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a
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,
C
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9
2
8
4
3
Ph
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:
(
7
1
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)
4
1
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-
1
8
3
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-
(
6
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T
DATE:
M-T1
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
R
E
T24 ENERGY
FORMS
16
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r
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G
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4
3
Ph
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:
(
7
1
4
)
4
1
7
-
1
8
3
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-
(
6
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N
A
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P
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M
E
N
T
DATE:
T24 ENERGY
FORMS
M-T2
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
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E
16
4
1
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1
7
t
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#
A
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,
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9
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8
4
3
Ph
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:
(
7
1
4
)
4
1
7
-
1
8
3
9
-
(
6
5
7
)
7
2
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5
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F
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N
A
N
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I
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P
R
O
V
E
M
E
N
T
DATE:
T24 ENERGY
FORMS
M-T3
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
R
E
16
4
1
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,
1
7
t
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#
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,
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a
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t
a
A
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a
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9
2
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0
5
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10
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K
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9
2
8
4
3
Ph
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n
e
:
(
7
1
4
)
4
1
7
-
1
8
3
9
-
(
6
5
7
)
7
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8
5
5
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A
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J
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C
T
F
O
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TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
DATE:
07.20.25
NOTES, SPECS
& SCHEDULE
P1
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
R
E
FIELD CONDITIONS
CODE SECTIONS
GENERAL NOTES
AS
COND
G
PLUMBING LEGEND AND SYMBOLS
SYMBOL ABBREVIATION DESCRIPTION
PROPOSED FLOOR PLAN
SCALE: 1/4" = 1' 0"
FILTER SYSTEM WITH 3 MOTORS 1
2 WATER TANK (550 GALLON)
3
4
5
6
7 FAUCER DISPENSER
EQUIPMENT FLOOR PLAN KEY NOTES:
24 HRS DISPENSER.
ICE MERCHANDISER. P0LAR TEMP 750CWGP
ICE BIN. Manitowoc S970
ICE MAKER. Manitowoc ID1492N-261
7
77
333
4
5 6
(E) ENTRY
(E)
ALL GENDER
RESTROOM
(E
)
WATER TANK
550 GAL
RECEPTION
FILTER SYSTEM
WITH 3 MOTORS
FILTER ROOM
STORE ROOM
24 HRS
DISPENSER
24 HRS
DISPENSER
24 HRS
DISPENSER
(E) ENTRY
13 ELECTRIC TANK TYPE WATER HEATER
JANITORIAL SINK14
1314
7 13 14
11 THREE COMP. SINK
HAND SINK WITH SIDE SPLASH GUARD12
11
12
5 6 11
1
2 2
16
4
1
E
,
1
7
t
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S
t
r
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e
t
#
A
,
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a
A
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9
2
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10
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A
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K
A
V
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B
Ga
r
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G
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,
C
A
9
2
8
4
3
Ph
o
n
e
:
(
7
1
4
)
4
1
7
-
1
8
3
9
-
(
6
5
7
)
7
2
0
-
8
5
5
5
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.
c
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.
d
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.
c
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.
A
P
R
O
J
E
C
T
F
O
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TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
DATE:
07.20.25
FLOOR PLAN
P2
REVISION
DA
T
E
RE
V
I
S
I
O
N
WA
T
E
R
S
T
O
R
E
& DETAILS
1/6
STRUCTURAL CALCULATIONS
WATER STORE
Located at:
1641 E 17th Street #A,
Santa Ana, CA 92705
Project No.: 25-96
RCE: Huu D. Ngo
Phone#: (840)266-5063
December 16, 2025
11752 Acorn St, Garden Grove, CA 92840
(840)266-5063
Ljnengineering2022@gmail.com
ASCE Hazards Report
Address:
1641 E 17th St
Suite A, Santa Ana
California
Standard:ASCE/SEI 7-16 Latitude:33.760188
Risk Category:II Longitude:-117.844031
Soil Class:D - Default (see
Section 11.4.3)
Elevation:170.24127123184124 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Tue Dec 16 2025
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
Page 1 of 3https://ascehazardtool.org/Tue Dec 16 2025
2/6
SS : 1.307
S1 : 0.466
F a : 1.2
F v : N/A
SMS : 1.568
SM1 : N/A
SDS : 1.046
SD1 : N/A
T L : 8
PGA : 0.548
PGA M : 0.657
F PGA : 1.2
Ie : 1
C v : 1.361
Seismic
Site Soil Class:
Results:
Data Accessed:
Date Source:
D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.
Tue Dec 16 2025
Page 2 of 3https://ascehazardtool.org/Tue Dec 16 2025
3/6
The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any
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Page 3 of 3https://ascehazardtool.org/Tue Dec 16 2025
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Design for :Rooftop Unit
Seismic Load per: Mechanical and Electrical Component (ASCE 13.6)
Ip (important factor) = 1
MCE short period SS=1.307
MCE 1 sec. period S1=0.466
Site Class= D-default
SDS= 1.046
ap (amplification factor)= 2.5 (ASCE Table 13.6-1)
Rp (modification factor)= 6 (ASCE Table 13.6-1)
Building height (H)= 20 ft
Equipment anchor elev.(Z)= 20 ft
Fp= 0.4x ap x SDS x (1+2x(Z/H)) / (Rp / Ip) x Wp (ASCE Eq. 13.3-1)
= 0.52 Wp
Fp,max.= 1.6 x SDS x Ip x Wp= 1.67 Wp (ASCE Eq. 13.3-2)
Fp,min.= 0.3 x SDS x Ip x Wp= 0.31 Wp (ASCE Eq. 13.3-3)
Using Lateral Force Eh = 0.52 Wp
Wind Load per Method 2 - Analysis Procedure (ASCE 30.11)
Design Wind Load for Rooftop equipment with H < 60 (ASCE 29.5.1)
Wind speed= 110 mph
Risk Catagoly II
Exposure category= C
Topographic factor KZt = 1 (ASCE 26.8.2)
qh (velocity pressure)= 0.00256 Kz Kzt Kd V² I= 23.7 psf (ASCE Eq. 29.3-1)
Kz= 0.9 (ASCE Table 29.3-1)
Kd= 0.85 (ASCE Table 26.6-1)
Fh= qz G Cr Aƒ (ASCE Eq. 29.5-2)
GCr = 1.9 (ASCE 6.5.8)
(Af < 0.1 BH) (ASCE Fig. 6-21)
Fh= 45 psf
Lateral Force Analysis
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Rooftop Unit
Equipment weight = 620 lb Based on ASCE Table 13.6.1 Ω = 2.5
Anchorage : 2 row total 4 Bolts
Gravity height :2 ft
Anchorage space: 3.50 ft
Project area =3.5 ft-w x 6.75 ft-h = 23.63 sq. ft
Load Condition: 06D +0.7ΩE
Lateral Force = 0.52 x W= 324.3 lb
Overturn moment = 1135 lb-ft
Resistant moment = 651 lb-ft
Required uplift resistant= 69.1 lb/ ea. Bolts
Required sliding resistant= 141.86 lb/ ea. Bolts
Load Condition: 06D +0.6W
Lateral Force = 45.02 x Area= 1064 lb
Overturn moment = 1276.4 lb-ft
Resistant moment = 651 lb-ft
Required uplift resistant= 89.35 lb/ ea. Bolts
Required sliding resistant= 159.55 lb/ ea. Bolts
A35's are ok for above uplift load and sliding
Using 3/8" Thru. Botls for single shear connections
Tension @ Ea. bolt T =410 > 69.1 (OK)
Shear @ Ea. bolt V =510 > 141.9 (OK)
Anchorage Design
6/6
Rev: 03/18/2025 Page 1 of 2
DISABLED ACCESS COMPLIANCE
ACC-01 CBC 2022A. PURPOSE OF THIS DOCUMENTATION: (check one)
Finding of unreasonable hardship for projects UNDER the valuation threshold*
Finding of unreasonable hardship for projects OVER the valuation threshold*
Certification of Full Compliance with the 2022 California Building Code
* Valuation threshold as defined in the 2022 California Building Code, Section 11B-202.4 (Exception #8) and
Section 202 is $203,611.00 (as of January 2025)
B.PROJECT INFORMATION TO BE COMPLETED BY PETITIONER:
Project Address: Permit Number:
Project Description: Floor Number:
Business Name / Owner: Business Phone Number:
Legal Property Owner: Phone Number:
Total Construction Cost or Project Valuation:
$ $
1.The cost of all construction contemplated in the determination of the valuation of improvement threshold
based on the valuation of site and building improvements for the last three-year period.
2.20% of Total Construction Cost or Project Valuation:$
3. The actual amount to be spent to provide disabled access:$
4.Describe the impact of the proposed improvements on financial feasibility of the project.
5. Describe the proposed improvements related to accessibility upgrades on this project.
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
X
1641 E 17th Street #A, Santa Ana, CA 92705
TENANT IMPROVEMENT FOR 1273 SF WATER STORE 1
OWNER: BOB & MARTHA GACIA (714) 550-9899
65,000 13,000
65,000
65,000
13,000
13,000
Upgrade an accessible restroom, accessible signage
Improvement accessible path of travel from public way to building entrance, and the accessible parking
would financially impact our ability to do remodeling
Rev: 03/18/2025 Page 2 of 2
6.Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the
latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation
may be required)
Accessible Features to be Made Accessible Cost of Improvement
a.Entrance:
Door Landing Stairway/Steps Ramp $
b.Path of Travel:
Path of travel from accessible parking to the building entrance
and area of remodel $
$
Path of travel from the public way to the building entrance $
c. Sanitary facilities $
d.Public phone(s)$
e.Drinking fountain(s)$
f.Parking $
g.Signage & Alarms $
i.Other:$
Total: $
7.Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is
granted. Provide an estimated cost of compliance for each item: (Documentation may be required)
Accessible Features Not to be Improved Cost of Improvement
a. $
b. $
c. $
Total: $
8.Petitioner must be the legal property owner or his/her legal representative:
I certify that the above noted information is true and correct.
Legal Property Owner Architect/Engineer Contractor Other:
Print Name: Phone No.
Address:
Signature: Date:
FOR AGENCY USE ONLY
Approved by: Date:
(All Accessible signage includes material and labor) 1,500
( Replace toilet, grab bar, toilet paper dispenser,
toilet seat cover,restroom sink, soap dispenser...)
11,500
13,000
path of travel from the public way to the building entrance 30,000
30,000
x Designer
714-417-1839KIM NGUYEN
10492 TRASK AVE #B, GARDEN GROVE, CA 92843
09.08.2025
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
·If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
·In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
·Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( )Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
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 Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs