HomeMy WebLinkAbout817 S First Ave - 2025 - Office TI to create two unitsA101
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Sheet Number
DETAIL MARK
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Room Designation
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150 SF
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CONSULTANTS
ARCHITECT:
ARCHITECTURAE GROUP INC.
112 N. EARLE STREET, SAN GABRIEL CA 91775
PHONE: 626.285.3408
FAX: 626.286.2037
EMAIL: info@archturae.com
As indicated
COVER SHEET
First Fruition
Office
G0.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1.CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO: NOTES
IN THIS SET OF CONSTRUCTION DOCUMENTS, ALL APPLICABLE LOCAL CODES AND
ORDINANCES AS NOTED THROUGHOUT THESE DRAWINGS.
2.IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS
AND REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE MORE STRINGENT
PROVISIONS SHALL GOVERN.
3.THE PROJECT CONTACT SHALL POSSESS ALL APPROVALS AND PERMITS
PRIOR TO COMMENCING ANY SITE PREPARATION, MATERIAL ORDERS OR
CONSTRUCTION ACTIVITY. THE PROJECT CONTACT IS RESPONSIBLE FOR
DETERMINING AND COORDINATING THE SCHEDULE FOR ALL PROJECT ACTIVITY.
4.PROJECT SCOPE IS LIMITED TO WHAT IS LISTED IN THE PROJECT SCOPE
SECTION OF THE COVER SHEET.
5.THESE PLANS ARE INTENDED FOR STANDARD ON-SITE CONSTRUCTION
METHODS ONLY. THE PROJECT CONTACT ASSUMES FULL RESPONSIBILITY AND ANY
RISKS ASSOCIATED WITH DEVIATION FROM STANDARD ON-SITE CONSTRUCTION
METHODS.
6.DIMENSIONS: UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE SHOWN AS
FOLLOWS: FACE OF WALL AT MASONRY, INDICATED FACE OF STUD, CENTER LINE,
GRID LINE, TOP OF CONCRETE SLAB OR FOUNDATION, TOP OF PLYWOOD, ETC.
DRAWINGS SHALL NOT BE SCALED TO DETERMINE ANY DIMENSIONS, REFER ONLY
TO WRITTEN INFORMATION AND DETAIL DRAWINGS, OR USE FIGURED DIMENSIONS.
DIMENSIONAL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
PROJECT CONTACT PRIOR TO CONSTRUCTION.
7.BUILDING INSPECTORS MAY APPROVE DEVIATION FROM THESE PLANS. IN
SUCH CASE, THE PROJECT CONTACT SHALL NOTIFY ALL OTHERS OF SUCH
DEVIATION AND SHALL ASSUME ALL RISKS AND RESPONSIBILITIES ARISING FROM
SUCH DEVIATION.
8.OMISSIONS: IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE
NOT FULLY SHOWN ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE
SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. IF FEATURES
ARE STILL UNCLEAR, CONTACT THE PROJECT CONTACT FOR CLARIFICATION.
9.THE PROJECT CONTACT OR THEIR REPRESENTATIVE SHALL BE AT THE SITE
TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN
PROGRESS.
10.THE PROJECT CONTACT SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CONSTRUCTION OF THIS
PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY
CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. THE PROJECT
CONTACT SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGNER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PROJECT.
THE DESIGNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON THE PROJECT
CONTACT'S LIABILITY INSURANCE COVERAGE.
11.PROJECT CONTACT SHALL OBSERVE THE CONSTRUCTION OF THIS PROJECT
AND SHALL BE RESPONSIBLE FOR FINAL DIMENSIONS, QUANTITIES, COORDINATION
OF THE WORK OF ALL TRADES, QUALITY CONTROL, AND CONSTRUCTION
STANDARDS FOR THE PROJECT.
12.PROJECT CONTACT AND OR CONTRACTORS SHALL PROPERLY DISPOSE OF
ALL WASTE CAUSED BY THEIR WORK, KEEP PREMISES JOB SITE CLEAN OF SUCH
WASTE AND SHALL KEEP PREMISES "BROOM CLEAN" AT ALL TIMES.
13.THE PLAN SET PROVIDED SHOULD ONLY BE MODIFIED UPON DIRECTION OF
THE PROJECT CONTACT.
14.HEATING AND AIR CONDITIONING, PLUMBING AND ELECTRICAL DRAWINGS OR
NOTES INCLUDED HEREIN ARE FOR REFERENCE ONLY. THE PROJECT CONTACT
SHALL PROVIDE AND OR SOURCE DESIGN/BUILD DOCUMENTATION FOR THESE
ITEMS DIRECTLY FROM SUPPLIERS OR FROM THEIR SUBCONTRACTORS IN
ACCORDANCE WITH THESE DRAWINGS AND CRITERIA, AND IN CONFORMANCE WITH
ALL CODES AND ORDINANCES, AND SHALL OBTAIN PERMITS FOR THIS WORK.
15.EXISTING SITE INFORMATION FOR THESE DRAWINGS SHALL BE DEEMED TO
BE ACCURATE BY THE PROJECT CONTACT.
16.PRIOR TO THE START OF WORK, THE PROJECT CONTACT SHALL COMPARE
AND COORDINATE STRUCTURAL AND DESIGN DRAWINGS WITH EXISTING FIELD
CONDITIONS. THE PROJECT CONTACT IS RESPONSIBLE FOR CODE-COMPLIANT
CHANGES TO THE PLAN SET AND CONTACTING APPROPRIATE PARTIES FOR
STRUCTURAL CHANGES TO THE PROJECT. NO DEVIATION FROM THESE PLANS
SHALL BE MADE AND BE ACCEPTED EXCEPT UPON WRITTEN APPROVAL FROM THE
PROJECT CONTACT.
17.ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE CALIFORNIA
BUILDING CODE & RESIDENTIAL CODE, AND OTHER APPLICABLE CODES. THE
PROJECT CONTACT SHALL BE RESPONSIBLE FOR THE SATISFACTORY COMPLETION
OF THE WORK IN ACCORDANCE WITH THESE PROJECT PLANS AND
SPECIFICATIONS. THE PROJECT CONTACT SHALL PROVIDE TERMITE AND MOISTURE
PROTECTION AS REQUIRED BY CODE.
18.THE PROJECT CONTACT SHALL BE RESPONSIBLE FOR WORKING CONDITIONS
AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY
DURING THE PERFORMANCE OF THE WORK.
19.IT SHALL BE THE PROJECT CONTACT’S RESPONSIBILITY TO ASCERTAIN THE
EXISTENCE AND LOCATION OF ANY AND ALL UNDERGROUND UTILITIES AND
FACILITIES WHICH MAY BE SUBJECT TO DAMAGE OR INTERRUPTION AS A RESULT
OF ITS OPERATIONS. THE PROJECT CONTACT SHALL TAKE ALL PRECAUTIONS
NECESSARY TO PROTECT THESE UNDERGROUND UTILITIES / FACILITIES, AND TO
MAINTAIN SERVICE TO THE PROPERTY, AND SHALL BE RESPONSIBLE FOR REPAIR
TO SAME IF DAMAGED DURING CONSTRUCTION.
20.ANY EXCAVATION MUST COMPLY WITH EXCAVATION SAFETY IN ACCORDANCE
WITH GOVERNMENT CODE 4216.
21.ANY FOUNDATION AND OR UTILITY TRENCHES SHALL BE CLEAN AND FREE OF
LOOSE MATERIAL AT THE TIME OF CONCRETE AND OR UTILITY PLACEMENT. THE
PROJECT CONTACT SHALL CONDUCT ITS OPERATIONS SUCH THAT EXCAVATIONS
REMAIN OPEN FOR A MINIMAL AMOUNT OF TIME BEFORE CONCRETE IS CAST AND
OR UTILITY CONNECTION IS INSTALLED.
22.NO PERSON(S) SHALL USE ANY PUBLIC ACCESS ROAD OR FIRE TRAIL FOR THE
STORAGE OF ANY CONSTRUCTION MATERIAL, STATIONARY CONSTRUCTION
EQUIPMENT, CONSTRUCTION OFFICE, PORTABLE REFUSE CONTAINER, OR EARTH
FROM ANY GRADING OR EXCAVATING.
23.THE PROJECT CONTACT SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THE
ACCURACY OF ALL DRAWINGS AND SPECIFICATIONS PROVIDED THROUGHOUT THIS
PLAN SET. ANY MATERIAL OMISSIONS OR UPDATES WHICH REQUIRE CORRECTION
SHALL BE IDENTIFIED BY THE PROJECT AND THE APPROPRIATE REQUESTS FOR
CORRECTIONS SHALL BE MADE IN AN EXPEDITED MANNER AT THE EARLIEST
AVAILABLE OPPORTUNITY.
24.IT SHALL BE NOTED THAT THESE PLANS HAVE BEEN GENERATED USING
LARGELY AUTOMATED SOFTWARE SYSTEMS. WHILE THE DRAWINGS ARE INTENDED
TO ACCOUNT FOR ALL REQUIRED BUILDING CODES, LOCAL ZONING AND PLANNING
CODES, AND SITE SPECIFIC ISSUES, MATERIAL OMISSIONS OR INACCURACIES MAY
EXIST. THEREFORE, IT IS THE RESPONSIBILITY OF THE PROJECT CONTACT TO
VERIFY THE ACCURACY AND COMPLETENESS OF THESE PLANS PRIOR TO
SUBMISSION FOR PLANNING AND BUILDING APPROVAL, THE COMMENCEMENT OF
PROJECT CONSTRUCTION AND DURING CONSTRUCTION. WHEN INACCURACIES OR
OMISSIONS ARE FOUND BY THE PROJECT CONTACT, UPDATES AND OR ADDITIONS
TO THE PLANS SHOULD BE MADE TO REMEDY THEM.
25.PROJECT CONTACT IS RESPONSIBLE FOR PREPARING AN OPERATION AND
MAINTENANCE MANUAL. THE MANUAL SHALL BE AVAILABLE TO THE BUILDING
OCCUPANT.
GENERAL NOTES ANNOTATIONS
ABBREVIATIONS
@ At
# Pound or Number
A.B. Anchor Bolt
A.F.F. Above Finished
Floor
A.F.G. Above Finished
Grade
BLDG. Building
BLKG. Blocking
BM. Beam
B.O. Bottom Of
CERT. Certificate
C.I. Contractor Installed
C.F. Contractor Furnished
CLR. Clear
C.L. Center Line
CLNG. Ceiling
CONT. Continuous
COL. Column
DIA. Diameter
DET. Detail
D.F-L. Douglas Fir-Larch
DBL. Double
(E) Existing
EA. Each
EQ. Equal
E.W. Each Way
FIN. Finish 3.0
F.O. Face Of
FT. Foot or Feet
HDR. Header
HT. Height
JST. Joist
MAX. Maximum
M.B. Machine Bolt
MIN. Minimum
MTD. Mounted
N.I.C. Not In Contract
(N) New
NOM. Nominal
N.T.S. Not To Scale
O/ Over
O/A Overall
O.F. Outside Face,
Owner Furnished
O.C.(E.W.)On Center
(Each Way)
O.I. Owner Installed
OPP. Opposite
(P) Proposed
PL. Plate or Property Line
PLY. Plywood
PTD. Painted
P.T. Pressure Treated
REINF. Reinforced
RET. Retaining
R.F. Roof Framing
R.O. Rough Opening
S.F. Square Feet
S.S.D. See Structural
Drawings
SHTG. Sheathing
SHT. Sheet
SIM. Similar
SQ. Square
STD. Standard
STR. Structural
T.B.D. To be determined
T.O. Top Of
TYP. Typical
V.I.F. Verify In Field
W.F. Wall Framing
W/ With
W.O. Where Occurs
W/O Without
U.O.N. Unless Otherwise
Noted
NOTE: Not all
abbreviations and
symbols shown here are
used
APPLICABLE CODES
BUILDING CODE:
2022 CALIFORNIA BUILDING CODE
ENERGY CODE:
2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE
CALIFORNIA GREEN BUILDING STANDARDS CODE
MECHANICAL CODE:
2022 CALIFORNIA MECHANICAL CODE
ELECTRICAL CODE:
2022 CALIFORNIA ELECTRICAL CODE
PLUMBING CODE:
2022 CALIFORNIA PLUMBING CODE
FIRE PROTECTION:
2022 CALIFORNIA FIRE CODE
ARCADIA MUNICIPAL CODE
PROJECT INFORMATION
FIRE SPRINKLERS:
N/A (EXISTING BUILDING IS NOT WITH FIRE SPRINKLER)
PHOTOVOLTAIC SYSTEM:
N/A
YEAR BUILD / EFFECTIVE YEAR BUILT:1980 / 1981
GROSS FLOOR AREA:
EXISTING BUILDING: 1,568 SF
SITE SLOPE:ALMOST FLAT
BLDG. HEIGHT:
EXISTING: 14 FT, NO CHANGE
LOT CONVERGE:
LOT: 6,160 SF
EXISTING BUILDING FOOTPRINT: 1,568 SF
COVERAGE: 25.4%
F.A.R. CALCS:
LOT: 6,160 SF
EXISTING BUILDING FOOTPRINT: 1,568 SF
COVERAGE: 25.4%
PARKING STALLS:
6 REGULAR STALLS
1 VAN ACCESSIBLE STALL
TOTAL 7 STALLS
PROJECT SCOPE:
1. INTERIOR RENOVATION WITH POSSIBLE ELECTRICAL AND
PLUMBING WORK, SEPARATE THE OFFICE BUILDING INTO TWO
UNITS, UNIT A = 527 SF, UNIT B = 1,041 SF
2. REMOVE THE EXISTING WOOD SIDING
3. REMOVE THE EXISTING PLANTER
4. RESTRIP THE PARKING STALLS
SHEET INDEX
Sheet Number Sheet Name
G0.0 COVER SHEET
G1.0 CAL GREEN
G1.1 CAL GREEN
G1.2 CAL GREEN
G2.0 COMMERCIAL (11B) ACCESSIBLITY
NOTES
G2.1 COMMERCIAL (11B) ACCESSIBLITY
NOTES
G2.2 ADA DIAGRAMS
G2.3 ADA DIAGRAMS
AD0.0 EXISTING CONDITION
A1.0 PROPOSED SITE PLAN
A2.0 FLOOR PLAN
A2.1 CEILING PLAN
A2.2 PROPOSED ELEVATIONS
A3.0 SECTIONS
A4.0 ADA BATHROOM
A7.0 ASSEMBLIES, DETAILS
CONSTRUCTION TYPE: V-B
OCCUPANCY TYPE: B
APN:5779-014-018
LEGAL DISCRIPTION:
TRACT # 101 N 2 FT EX OF ST OF LOT 20 AND EX OF ST LOT 19 BLK 2
ZONING DISTRICT:Mixed Use (MU) + Downtown Parking Overlay
SETBACK:FRONT 25'; SIDE 10'; REAR 10'
LOT COVARAGE: N/A
LOT SIZE:6,160 SF
OWNER:
FIRST FRUITION, LLC
1 ST AVE OFFICE TI
817 S 1ST AVE, ARCADIA, CA 91006
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
S-1 STRUCTURAL GENERAL NOTES
S-2 STRUCTURAL DETAILS
S-3 FOUNDATION PLAN
S-4 FRAMING PLAN
M-0.01 MECHANICAL FLOOR PLAN & NOTES
P-0.01 PLUMBING NOTES & SCHEDULES
P-1.01 PLUMBING FLOOR PLAN
P-1.02 PLUMBING RISE DIAGRAMS
P-2.01 PLUMBING TITLE 24
E-0.01 ELECTRICAL GENERAL NOTES
E-1.01 ELECTRICAL POWER & LIGHTING PLANS
E-2.01 ELECTRICAL INDOOR LIGHTING TITLE 24
2 10/16/24
FIRE DEPARTMENT NOTE:
A. THE BUILDING HAS AN EXISTING FIRE ALARM SYSTEM. THE
SYSTEM SHALL BE EITHER MAINTAINED AND CERTIFIED OR MUST
BE REMOVED IN ITS ENTIRETY.
2
10/16/2024 9:15:47 PM
CAL GREEN
First Fruition
Office
G1.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/21/2024 10:27:26 PM
CAL GREEN
First Fruition
Office
G1.1
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/21/2024 10:26:22 PM
CAL GREEN
First Fruition
Office
G1.2
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/21/2024 10:26:59 PM
1.
2.
3.
4.
5.
6.
7.
8.
C. ACCESSIBLE ROUTES
SHOW ON THE SITE PLAN ACCESSIBLE ROUTES THAT COMPLY WITH THE FOLLOWING. AT LEAST
ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING
SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND
PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY
SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE.§
11B-206.2.1
SHOW ON THE SITE PLAN AT LEAST ONE ACCESSIBLE ROUTE THAT COMPLIES WITH THE
FOLLOWING. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,
ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE
SAME SITE.§11B-206.2.2
SHOW ON THE FLOOR PLANS AT LEAST ONE ACCESSIBLE ROUTE THAT COMPLIES WITH THE
FOLLOWING. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN
MULTI-STORY BUILDINGS AND FACILITIES.
§11B-206.2.3 (SEE EXCEPTIONS)
SHOW ON THE FLOOR PLANS ALL ACCESSIBILITY REQUIREMENTS THAT COMPLY WITH THE
FOLLOWING. ALTHOUGH THE BUILDING IS WITHOUT AN ELEVATOR, THE UPPER/LOWER LEVEL(S)
MUST STILL MEET ALL ACCESSIBILITY REQUIREMENTS.
SHOW ON THE FLOOR/SITE PLAN ACCESSIBLE MEANS OF VERTICAL ACCESS AND DIMENSIONS
THAT COMPLY WITH THE FOLLOWING. IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS
ARE REQUIRED BY 11B-206.2.3 MULTI-STORY BUILDINGS AND FACILITIES, AND WHICH EXCEED
10,000 SQUARE FEET ON ANY FLOOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP,
ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH STAIR AND EACH
ESCALATOR.
§11B-206.2.3.2
SHOW ON THE FLOOR/SITE PLAN ACCESSIBLE MEANS OF VERTICAL ACCESS AND DIMENSIONS
THAT COMPLY WITH THE FOLLOWING. IN EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET
ON ANY FLOOR AND IN WHICH ELEVATORS ARE REQUIRED BY 11B-206.2.3 MULTI-STORY BUILDINGS
AND FACILITIES, WHENEVER A NEWLY CONSTRUCTED MEANS OF VERTICAL ACCESS IS PROVIDED
VIA STAIRS OR AN ESCALATOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP,
ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH NEW STAIR OR
ESCALATOR.
§11B-206.2.3.2
SHOW ON THE FLOOR/SITE PLANS AT LEAST ONE ACCESSIBLE ROUTE THAT COMPLIES WITH THE
FOLLOWING. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR
FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR
FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A CIRCULATION PATH.
§11B-206.2.4 (SEE EXCEPTIONS 1 THROUGH 7)
SHOW ON THE FLOOR/SITE PLAN ACCESSIBLE ROUTES AND CIRCULATION PATHS THAT COMPLY
WITH THE FOLLOWING. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME
AREA AS GENERAL CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE INTERIOR, REQUIRED
ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR. AN ACCESSIBLE ROUTE SHALL NOT PASS
THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR
SIMILAR PURPOSES, EXCEPT AS PERMITTED BY CHAPTER 10.§11B-206.3
12.
A.
B.
C.
DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
SHOW AND DETAIL ALL REQUIRED DETECTABLE WARNINGS ON THE PLANS TO DEMONSTRATE
COMPLIANCE WITH THE SELECTED ITEMS BELOW.§11B-247 & §11B-705
CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT EXTEND 36 INCHES IN THE
DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE RAMP RUN LESS THAN 2 INCHES
MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES.
§11B-247.1.2.2, §11B-705.1.2.2
ON PERPENDICULAR CURB RAMPS, DETECTABLE WARNINGS SHALL BE LOCATED SO THE
EDGE NEAREST THE CURB IS 6 TO 8 INCHES FROM THE LINE AT THE FACE OF THE CURB
MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY.
§11B- 247.1.2.2, §11B-705.1.2.2
ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING
SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. DETECTABLE
WARNINGS SHALL EXTEND THE FULL WIDTH OF THE TURNING SPACE AT THE FLUSH
TRANSITION BETWEEN THE STREET AND THE SIDEWALK LESS THAN 2 INCHES MAXIMUM ON
EACH SIDE §11B-247.1.2.2, §11B-705.1.2.2, FIGURE 11B-406.3.2
COMMERCIAL ACCESSIBILITY NOTES (11B)
13.
14.
15.
ENTRANCES
SHOW AND SPECIFY THE REQUIRED PRIMARY BUILDING ENTRY.§11B-206.4
FOR THE NEW BUILDING PROPOSED, DETAIL COMPLIANCE AT ALL ENTRANCES AND EXTERIOR
GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH 11B-404 DOORS,
DOORWAYS, AND GATES.§11B-206.4.1
SHOW AND SPECIFY PRIMARY ENTRY DOOR AND DOOR(S) ALONG PATH OF TRAVEL, INCLUDING
DOOR SIZE(S), HARDWARE, LANDINGS, THRESHOLDS, KICKPLATES, PRESSURE, ETC…§11B-206.5
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
DOORS, DOORWAYS, AND GATES
SPECIFY ALL DOOR AND GATE WIDTHS, HEIGHTS, HARDWARE, THRESHOLDS, KICK PLATES, ETC…
§11B-404
SHOW AND DIMENSION ALL REQUIRED LANDINGS/MANEUVERING CLEARANCES.§11B-402.2.4
REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE
ROUTE.§11B-404.2.1
AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH
11B-404.2.3 CLEAR WIDTH AND 11B-404.2.4 MANEUVERING CLEARANCES.§11B-404.2.2
DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. OPENINGS MORE THAN 24
INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. SPECIFY ALL DOOR WIDTHS
ON THE PLANS AND/OR AT DOOR SCHEDULE.§11B-404.2.3
AT DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR
FOLDING DOORS DIMENSION REQUIRED MANEUVERING CLEARANCES COMPLYING WITH TABLE
11B-404.2.4.2.§11B-404.2.4.2
DIMENSION THE MINIMUM 18 INCH INTERIOR AND 24 INCH EXTERIOR STRIKE SIDE CLEARANCE ON THE
LATCH SIDE OF ALL DOORS WITH ADJACENT OBSTRUCTION.§11B-404.2.4.3
PROVIDE THRESHOLD DETAILS FOR DOORS, INDICATING ½ INCH MAXIMUM HEIGHT.§11B-404.2.5.
SPECIFY DOOR HARDWARE TYPE(S) FOR ALL DOORS AND GATES AND PROVIDE ELEVATION
INDICATING HARDWARE HEIGHT BETWEEN 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE
FINISH FLOOR OR GROUND.§11B-404.2.7
SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND
MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL
WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE
SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP
OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. SHOW AND
DIMENSION REQUIRED KICKPLATE(S).§11B-404.2.10
WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, CONFIRM OPERATING HARDWARE SHALL
BE EXPOSED AND USABLE FROM BOTH SIDES.§11B-404.2.7
40.
A.
B.
C.
STAIRWAYS
A STAIR IS DEFINED AS A CHANGE IN ELEVATION, CONSISTING OF ONE OR MORE RISERS. FOR ALL
STAIRS, COMPLY WITH THE FOLLOWING:§11B- 202
PROVIDE STAIR DETAILS, INCLUDING TREAD RISE AND RUN, NOSINGS, STRIPING, HANDRAILS,
ETC…§11B-504
OPEN RISERS ARE NOT PERMITTED.§11B-504.3 (SEE EXCEPTIONS)
SHOW AND SPECIFY ALL REQUIRED STAIRWAY STRIPPING. INTERIOR STAIRS SHALL HAVE THE
UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL
CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY
A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES
WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH
FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL
WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS
SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE
ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT.§11B-504.4.1
29.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
RAMPS
PROVIDE ENLARGED RAMP DETAILS, INCLUDING FINISH FLOOR ELEVATION AT EACH LANDING, CLEAR
WIDTH, SLOPE, CROSS-SLOPE, TOP AND BOTTOM LANDING DIMENSIONS, HANDRAILS, HANDRAIL
EXTENSIONS, ETC. COMPLYING WITH THE FOLLOWING:§11B-405
RAMP RUNS SHALL NOT EXCEED A RUNNING SLOPE OF 1:12 (8.33%) AND CROSS SLOPES OF
RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 (2.083%).§11B-405.2 & §11B-405.3
FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 11B-302 FLOOR OR
GROUND SURFACES. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE
ARE NOT PERMITTED ON RAMP RUNS.
§11B-405.4
THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM.§11B-405.5
THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM.§11B-405.6
RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN.§11B-405.7
LANDINGS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL ARE
NOT PERMITTED.§11B-405.7.1
THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING
TO THE LANDING.§11B-405.7.2
TOP LANDINGS SHALL BE 60 INCHES WIDE AND 60 INCHES LONG, MINIMUM.§11B-405.7.2.1 &
§11B-405.7.3
BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP RUN.
§11B-405.7.3.1
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING
60 INCHES MINIMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM
THE UPPER RAMP RUN.§11B-405.7.4
WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING
CLEARANCES REQUIRED BY 11B-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE
REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED
RAMP LANDING WIDTH BY MORE THAN 3 INCHES. DOORS, IN ANY POSITION, SHALL NOT REDUCE
THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES.§11B-405.7.5
RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS PER 11B-505 HANDRAILS.§11B-405.8
EDGE PROTECTION COMPLYING WITH 11B-405.9.2 CURB OR BARRIER SHALL BE PROVIDED ON
EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS.§11B-405.9 (SEE
EXCEPTIONS)
A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE
PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4
INCHES OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE
CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE
LENGTH OF THE RAMP.§11B-405.9.2
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
HANDRAILS
SHOW REQUIRED HANDRAILS ON EACH SIDE OF STAIRS AND RAMPS, INCLUDING REQUIRED TOP AND
BOTTOM EXTENSIONS.§11B-505.2 & §11B-505.10.
PROVIDE DETAILS AND DIMENSIONS OF THE HANDRAIL CROSS-SECTION(S), CLEARANCES, AND
GRIPPING SURFACES.§11B-5053.
DIMENSION TO THE TOP OF GRIPPING SURFACES OF HANDRAILS. HANDRAILS SHALL BE 34 INCHES
MINIMUM TO 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND
RAMP SURFACES AND SHALL BE AT A CONSISTENT HEIGHT.§11B-505.4
CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1½
INCHES MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM
DEEP AND 18 INCHES MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL.§11B-505.5
HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF 1¼ INCHES MINIMUM AND 2 INCHES MAXIMUM.§11B-505.7.1
HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER
DIMENSION OF 4 INCHES MINIMUM AND 6¼ INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF
2¼ INCHES MAXIMUM.§11B-505.7.2
IN ALTERATIONS, WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF STAIR FLIGHT OR
RAMP RUN WOULD CREATE A HAZARD, THE EXTENSION OF THE HANDRAIL MAY BE TURNED 90
DEGREES FROM THE DIRECTION OF STAIR FLIGHT OR RAMP RUN.§11B-505.10 EXCEPTION 3
RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM
BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR
THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN.
§11B-505.10.1
AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR
12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL
RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE
HANDRAIL OF AN ADJACENT STAIR FLIGHT.§11B-505.10.2
AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT
FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. THE
HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MINIMUM AND A HEIGHT EQUAL
TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS.
EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE
CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.§11B-505.10.3
41.
A.
B.
C.
D.
E.
F.
G.
CURB RAMPS, BLENDED TRANSITIONS, AND ISLANDS
FOR CURB RAMPS/BLENDED TRANSITIONS/ISLANDS, PLEASE COMPLY WITH THE FOLLOWING:
PERPENDICULAR RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%).
§11B-406.2.1
FOR PERPENDICULAR RAMPS, WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER
THAN 1:10.§11B-406.2
THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN-LINE WITH THE DIRECTION OF
SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%).
§11B-406.3.1
A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE
BOTTOM OF THE CURB RAMP. THE SLOPE OF THE TURNING SPACE IN ALL DIRECTIONS SHALL BE
1:48 MAXIMUM (2.083%).§11B-406.3.2
BLENDED TRANSITION RAMPS HALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%).
§11B-406.4.1
CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO
NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES.
CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS,
EXCLUDING ANY FLARED SIDES.§11B-406.5.1
THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED
TRANSITIONS, AND TURNING SPACES SHALL BE 48 INCHES MINIMUM.§11B-406.5.2
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
A.
B.
D. GENERAL SITE AND BUILDING ELEMENTS
PARKING SPACES
WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE PROVIDED IN
NUMBER AND KIND REQUIRED PER SECTION 11B-208 PARKING SPACES. SHOW AND DETAIL ALL
REQUIRED DISABLED ACCESS STALLS, INCLUDING DIMENSIONS, MARKINGS, SIGNAGE, CLEAR
HEIGHT, ETC…§11B-208
PROVIDE () ACCESSIBLE PARKING SPACES AS REQUIRED BY TABLE 11B-208.2.§11B-208.2 (SEE
EXCEPTIONS)
PROVIDE ACCESSIBLE SPACES FOR EACH PARKING FACILITY (PARKING LOTS AND PARKING
STRUCTURES). THE NUMBER OF PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE
CALCULATED SEPARATELY FOR EACH PARKING FACILITY; THE REQUIRED NUMBER IS NOT BASED ON
THE TOTAL NUMBER OF PARKING SPACES PROVIDED IN ALL OF THE PARKING FACILITIES PROVIDED
ON SITE.§11B-208.2
TEN PERCENT OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE HOSPITAL
OUTPATIENT FACILITIES, AND FREE-STANDING BUILDINGS PROVIDING OUTPATIENT CLINICAL
SERVICES OF A HOSPITAL, SHALL COMPLY WITH SECTION 11B-502 PARKING SPACES.§11B-208.2.1
TWENTY PERCENT OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE REHABILITATION
FACILITIES SPECIALIZING IN TREATING CONDITIONS THAT AFFECT MOBILITY AND OUTPATIENT
PHYSICAL THERAPY FACILITIES SHALL COMPLY WITH SECTION 11B-502 PARKING SPACES.
§11B-208.2.2
ONE IN EVERY SIX OR FRACTION OF SIX PARKING SPACES REQUIRED BY SECTION 11B-208.2 MINIMUM
NUMBER, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AISLE 96 INCHES WIDE
MINIMUM PLACED ON THE SIDE OPPOSITE THE DRIVER ’S SIDE WHEN THE VEHICLE IS GOING
FORWARD INTO THE PARKING SPACE AND SHALL BE DESIGNATED “VAN ACCESSIBLE”. ALL SUCH
SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE.§11B-208.2.4 & §11B-502
ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SERVING A
PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF
TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE (AS NEAR AS PRACTICAL TO AN
ACCESSIBLE ENTRANCE).§11B-208.3.1
IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE
PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE DISPERSED AND
LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES.§11B-208.3.1
IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING OR FACILITY, ACCESSIBLE
PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE LOCATED ON THE
SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE
PARKING FACILITY.§11B-208.3.1
DIMENSION MINIMUM 18-FOOT LONG CAR AND VAN ACCESSIBLE PARKING SPACE(S) AND ACCESS
AISLE(S).§11B-502.2, FIGURES 11B-502.2 & 11B-502.3
DIMENSION MINIMUM 9-FOOT WIDTH AT ACCESSIBLE CAR PARKING SPACE.§11B-502.2, FIGURES
11B-502.2 & 11B-502.3
DIMENSION MINIMUM 12-FOOT WIDE ACCESSIBLE VAN PARKING SPACE WITH MINIMUM 5-FOOT WIDE
ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE MINIMUM 9 FEET WIDE WHERE
ACCESS AISLE IS 8-FOOT WIDE MINIMUM.§11B-502.2, FIGURES 11B-502.2 & 11B-502.3
CAR AND VAN STALL ACCESS AISLE SHALL BE 5 FOOT WIDE MINIMUM AND SHALL ADJOIN AN
ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS
AISLE.§11B-502.3, FIGURES 11B-502.2 & 11B-502.3
ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER.
THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF
36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY
BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH
ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE
FROM THE ADJACENT VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE
MINIMUM REQUIRED LENGTH.§11B-502.3.3, FIGURE 11B-502.3.3
ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED
TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH
SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
§11B-502.3.4
CLEARLY SHOW MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES AT ACCESSIBLE PARKING
SPACES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE
ENTRANCES AND EXITS.§11B-502.5
PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY.
§11B-502.6, FIGURE 11B-703.7.2.1
SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN
ADDITIONAL SIGN WITH THE DESIGNATION “VAN ACCESSIBLE.” SIGNS SHALL BE 60 INCHES MINIMUM
ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN.
§11B-502.6
PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE
INCHES.§11B-502.6.1
ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHALL STATE “MINIMUM FINE $250.”§11B-502.6.2
A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS
SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR
WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS
MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE.
§11B-502.6.3
EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH
EITHER OF THE FOLLOWING SCHEMES:§11B-502.6.4
THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON
A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE
CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING
SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING
SPACE LENGTH.§11B-502.6.4.1
THE PARKING SPACE SHALL BE OUTLINED IN BLUE OR PAINTED BLUE AND SHALL BE MARKED
WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1
INTERNATIONAL SYMBOL OF ACCESSIBILITY A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH IN
WHITE OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF THE INTERNATIONAL SYMBOL
OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING
SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER
AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE.§11B-502.6.4.2
1.
2.
3.
4.
1.
2.
3.
4.
5.
6.
7.
8.
A. APPLICATION AND ADMINISTRATION
1.WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN
ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE
PROVIDED UNLESS OTHERWISE EXEMPT.
§11B-202.4
PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE A PRIMARY ENTRANCE TO THE BUILDING
OR FACILITY; TOILET AND BATHING FACILITIES SERVING THE AREA; DRINKING FOUNTAINS SERVING
THE AREA; PUBLIC TELEPHONES SERVING THE AREA, AND SIGNS. §11B-202.4
THE ATTACHED “SUMMARY OF ACCESSIBILITY UPGRADES ” FORM SHOULD BE COMPLETED AND
SUBMITTED FOR REVIEW, AS NOT ALL ELEMENTS ARE SHOWN TO COMPLY WITH MINIMUM
ACCESSIBILITY CODE STANDARDS.§11B-202.4 EXCEPTION 8
VERIFY THE PROJECT ADJUSTED CONSTRUCTION COST. IF BELOW THE CURRENT VALUATION
THRESHOLD (AS OF JAN 2018: $161,298*) AND NOT ALL ELEMENTS ARE PROPOSED TO BE
IMPROVED TO COMPLY WITH DISABLED ACCESS REQUIREMENTS, COMPLETE THE ATTACHED
“SUMMARY OF UPGRADES FORM ” AND DETAIL PATH OF TRAVEL IMPROVEMENTS AS REQUIRED.
NOTE:*VISIT HERE FOR THE UPDATED VALUATION THRESHOLD THAT IS UPDATED ANNUALLY IN
JANUARY:HTTP://WWW.DGS.CA.GOV/DSA/PROGRAMS/PROGACCESS/THRESHOLD.ASPX §11B-202.4
EXCEPTION 8
B. BUILDING BLOCKS
CONFIRM ANY ELEVATION DIFFERENCES ON THE PLANS AND PROVIDE DETAIL(S) SHOWING
COMPLIANCE WITH SECTION 11B-303 CHANGES OF LEVEL.§11B-303.1
AT THE LOCATION(S) INDICATED ON THE PLAN, SHOW AND DIMENSION THE REQUIRED TURNING
SPACE (CIRCLE OR T-SHAPED). §11B-304
AT THE LOCATION(S) INDICATED ON THE PLANS, PROVIDE SECTIONS DETAILING MINIMUM KNEE
AND TOE CLEARANCE. (AT LAVATORIES, SINKS, DINING AND WORK SURFACES…).§11B-306
AT THE LOCATION(S) INDICATED ON THE PLANS, DIMENSION THE REQUIRED CLEAR FLOOR OR
GROUND SPACE. §11B-305
SHOW ON THE SITE PLAN A GUARDRAIL OR BARRIER THAT COMPLIES WITH THE FOLLOWING.
PROVIDE A GUARDRAIL OR OTHER BARRIER WITH A LEADING EDGE LOCATED 27 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND AS THE VERTICAL CLEARANCE ABOVE THE CIRCULATION
PATH IS REDUCED TO LESS THAN 80 INCHES.§11B-307.4
PROVIDE DIMENSIONS TO ENSURE THE OBJECTS INDICATED ON THE PLANS DO NOT PROTRUDE
INTO THE ACCESSIBLE ROUTE CLEAR WIDTH OR MORE THAN 4 INCHES HORIZONTALLY INTO THE
CIRCULATION PATH.§11B-307.2
ADD DIMENSIONS ON THE PLANS TO ENSURE THE OBJECTS INDICATED ARE WITHIN ALLOWABLE
REACH RANGES. CONFIRM FRONT OR SIDE APPROACH AT UNOBSTRUCTED AND/OR OBSTRUCTED
CONDITIONS, AS APPLICABLE.§11B-308
AT REQUIRED OPERABLE PARTS, INDICATE MAXIMUM FORCE AND SPECIFY OPERATION TYPE. §
11B-309.4
16.
17.
TECHNICAL REQUIREMENTS FOR ACCESSIBLE ROUTES
ON THE SITE PLAN, SHOW AND DEFINE THE REQUIRED 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
DELINEATE ALL WALKING SURFACES AND DIMENSION THE REQUIRED WIDTHS (36 ”/44”/48”/60”).
§11B-403.5
24.SIGNS INTENDED FOR USE BY PEDESTRIANS WITHIN PARKING FACILITIES, INCLUDING DIRECTIONAL
OR INFORMATIONAL SIGNS INDICATING PARKING SECTIONS OR LEVELS, SHALL COMPLY WITH THE
REQUIREMENTS OF SECTION 11B-216. §11B-216.5.2
9.
10.
11.
EMPLOYEE WORKSTATIONS
DETAIL ACCESSIBLE ROUTE TO EMPLOYEE WORKSTATION AND SPECIFY COMPLIANCE WITH
DIVISION 4. SPACES AND ELEMENTS WITHIN EMPLOYEE WORKSTATIONS SHALL ONLY BE
REQUIRED TO COMPLY WITH SECTIONS 11B-207.1, 11B-215.3, 11B-302, 11B-303, 11B308.1.1,
11B-308.1.2 AND 11B-404.2.3. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE
WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8.§11B-203.9
INDICATE ON THE FLOOR PLANS THE USE OF EACH SPACE. SPECIFICALLY CALL OUT COMMON
AREAS AND EMPLOYEE WORK STATIONS.
PROVIDE ACCESSIBLE DETAILS TO COMPLY WITH THE FOLLOWING. THE AREA INDICATED IS A
COMMON AREA AND IS NOT CONSIDERED AN EMPLOYEE WORKSTATION, THEREFORE DISABLED
ACCESS COMPLIANCE DETAILS ARE REQUIRED.§11B-203.9
H.
I.
J.
K.
L.
M.
N.
LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS
(PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDING CLEAR LENGTH
SHALL BE 48 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE
CURB RAMP, EXCLUDING ANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE
LANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM.
§11B-406.5.3
GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO
THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE
SURFACE OF RAMP RUNS AND TURNING SPACES. SURFACE SLOPES THAT MEET AT GRADE
BREAKS SHALL BE FLUSH.§11B-406.5.6
THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 (2.083%)
MAXIMUM.§11B-406.5.7
COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO
AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). THE
ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS
SHALL BE AT THE SAME LEVEL.§11B-406.5.8
THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM
OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT
MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE
MARKINGS.§11B-406.5.9
CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS COMPLYING
WITH 11B-705 DETECTABLE WARNINGS.§11B-406.5.12
RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE
CURB RAMPS AT BOTH SIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL
BE 60 INCHES WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH
11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH
11B-406.5.3 LANDINGS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS
SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11B- 705 DETECTABLE WARNINGS AND
DETECTABLE DIRECTIONAL TEXTURE.§11B-406.6, FIGURE 11B-406.6
23.
A.
B.
AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE
TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE
PARKING AND VISIBLE FROM EACH PARKING SPACE.§11B-502.8
THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH.
§11B-502.8.1
THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH
THE FOLLOWING:
§11B-502.8.2
"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH
DISABILITIES WILL BE TOWED AWAY AT THE OWNER ’S EXPENSE. TOWED VEHICLES MAY BE
RECLAIMED AT:OR BY TELEPHONING ."
NOTE: BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A
PERMANENT PART OF THE SIGN.
D.
E.
F.
G.
ISLANDS OR CUT-THROUGH MEDIANS 96 INCHES OR LONGER IN LENGTH IN THE DIRECTION OF
PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 36 INCHES MINIMUM IN
DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT-THROUGH LESS THAN
2 INCHES MAXIMUM ON EACH SIDE, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR
CUT-THROUGH MEDIAN, AND SEPARATED BY 24 INCHES MINIMUM OF WALKING SURFACE
WITHOUT DETECTABLE WARNINGS.§11B-247.1.2.3, §11B-705.1.2.3
WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A
STREET, DRIVEWAY, OR PARKING FACILITY, SHALL BE SEPARATED BY DETECTABLE
WARNINGS, CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND
VEHICULAR AREAS. §202, §11B-247.1.2.5, §11B-705.1.2.5
DETECTABLE WARNINGS PROVIDED TO SEPARATE WALKS THAT CROSS OR ADJOIN A ROUTE
PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET, DRIVEWAY, OR PARKING FACILITY,
SHALL BE 36 INCHES IN WIDTH AND CONTINUOUS AT THE BOUNDARY BETWEEN THE
PEDESTRIAN AREAS AND VEHICULAR AREAS.§202, §11B-247.1.2.5, §11B-705.1.2.5
DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF
FEDERAL STANDARD 595C.§11B-705.1.1.3.1
COMMERCIAL (11B)
ACCESSIBLITY NOTES
First Fruition
Office
G2.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
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1 9/17/24
9/21/2024 10:30:33 PM
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
E. PLUMBING FIXTURES AND FACILITIES
DRINKING FOUNTAINS
NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN PROVIDED, ONE DRINKING
FOUNTAIN SHALL COMPLY WITH 11B602.1 THROUGH 11B-602.6, 11B-602.8 AND 11B-602.9 AND ONE
DRINKING FOUNTAIN SHALL COMPLY WITH 11B-602.7 AND 11B602.9.§11B-211.2
WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING FOUNTAINS SPECIFIED IN 11B-211.2 ARE
PROVIDED, 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY
WITH 11B-602.1 THROUGH 11B-602.6, 11B-602.6, 11B-602.8 AND 11B602.9 AND 50 PERCENT OF THE
TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH 11B-602.7 AND 11B-602.9.
§11B-211.3
DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-307 PROTRUDING OBJECTS AND 11B-602
GENERAL REQUIREMENTS.§11B-602.1
PROVIDE DETAILS AT HI-LOW DRINKING FOUNTAINS, INCLUDING CLEAR FLOOR SPACE AT LOW UNIT,
KNEE AND TOE CLEARANCE, SPOUT HEIGHTS AND LOCATIONS, SPOUT ANGLES, ETC…§11B-602
UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 CLEAR
FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT.
KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL BE
PROVIDED.§11B-602.2
WHERE DRINKING FOUNTAINS ARE USED BY CHILDREN, A PARALLEL APPROACH COMPLYING WITH
SECTION 11B-305 CLEAR FLOOR OR GROUND SURFACES SHALL BE PERMITTED AT UNITS WHERE THE
SPOUT IS 30 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND AND IS 3½” MAXIMUM FROM
THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.§11B-602.2 EXCEPTION
SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.§11B-602.4
THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES
MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.§11B-602.5
THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5
INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE
MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE
LOCATED LESS THAN 3 INCHES FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM
SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES
MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES
MAXIMUM.§11B-602.6
SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM
AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.§11B-602.7
WALL AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES MINIMUM AND
19 INCHES MAXIMUM IN DEPTH.§11B-602.8
ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED
COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO
PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN SUCH A DRINKING FOUNTAIN IS LOCATED SHALL
BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION
11B-305.7 MANEUVERING CLEARANCE. WHEN USED, WING WALLS OR BARRIERS SHALL PROTECT
HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY
FROM THE FLOOR OR GROUND SURFACE.§11B-602.9
24.
25.
26.
27.
28.
29.
WATER CLOSETS AND TOILET COMPARTMENTS
WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST 5 PERCENT BUT NO FEWER THAN ONE
TOILET COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.1. IN ADDITION TO THE
COMPARTMENTS REQUIRED TO COMPLY WITH 11B-604.8.1, WHERE SIX OR MORE TOILET
COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS
TOTALS SIX OR MORE FIXTURES, TOILET COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2
SHALL BE PROVIDED IN THE SAME QUANTITY AS THE TOILET COMPARTMENTS REQUIRED TO COMPLY
WITH SECTION 11B-604.8.1.§11B-213.3.1
WHERE WATER CLOSETS ARE PROVIDED, AT LEAST 5 PERCENT BUT NO FEWER THAN ONE SHALL
COMPLY WITH SECTION 11B-604.§11B- 213.3.2
THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44
INCHES EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS.§11B-403.5.1 EXCEPTION 5.
THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE
SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 18 INCHES
MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE
AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION 11B-604.8.2 AMBULATORY
ACCESSIBLE COMPARTMENTS. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-
HAND APPROACH.§11B-604.2
CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR
FROM THE SIDEWALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL.
A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN
FRONT OF THE WATER CLOSET.§11B-604.3.1
THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM
AND 19 INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG THE
RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES HIGH MAXIMUM AND A 3-INCH HIGH SEAT
SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15
INCHES HIGH.§11B-604.4
50.
51.
52.
53.
54.
55.
SIGNAGE RELATED TO TOILET FACILITIES
ENTRANCES LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11B-603 TOILET
AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH
11B-703.7.2.6 TOILET AND BATHING ROOM GEOMETRIC SYMBOLS.
WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND
BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST COMPLIANT
TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED.
SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA.
WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND
BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND
BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH 11B-703.7.2.1 ISA.
WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE
EXCEPTIONS TO 11B-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES
COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL TOILET
ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET AND BATHING ROOMS.
EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR
BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE
THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING
LOBBY OR ENTRANCE ON A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA.
§11B-216.8
1.
2.
F. COMMUNICATION ELEMENTS AND FEATURES
ASSISTIVE LISTENING SYSTEMS
ASSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN ASSEMBLY AREAS, INCLUDING CONFERENCE AND MEETING
ROOMS, USED FOR THE PURPOSE OF ENTERTAINMENT, EDUCATIONAL OR CIVIC GATHERINGS, OR SIMILAR PURPOSES.
§11B-219.2
NOTE: ASSEMBLY AREAS INCLUDE, BUT ARE NOT LIMITED TO, CLASSROOMS, LECTURE HALLS, COURTROOMS, PUBLIC
MEETING ROOMS, PUBLIC HEARING ROOMS, LEGISLATIVE CHAMBERS, MOTION PICTURE HOUSES, AUDITORIA, THEATERS,
PLAYHOUSES, DINNER THEATERS, CONCERT HALLS, CENTERS FOR THE PERFORMING ARTS, AMPHITHEATERS, ARENAS,
STADIUMS, GRANDSTANDS, OR CONVENTION CENTERS.§202, §11B- 219.2
PROVIDE () ASSISTIVE LISTENING SYSTEMS. A MINIMUM NUMBER OF RECEIVERS EQUAL TO 4 PERCENT OF THE TOTAL
NUMBER OF SEATS, BUT IN NO CASE LESS THAN TWO. TWENTY-FIVE PERCENT MINIMUM OF RECEIVERS PROVIDED FOR
ASSISTIVE LISTENING SYSTEMS,BUT NO FEWER THAN TWO, SHALL BE HEARING-AID COMPATIBLE WITH EXCEPTION WHEN
ALL SEATS IN AN ASSEMBLY AREA ARE SERVED BY MEANS OF AN INDUCTION LOOP.§11B-219.3
56.
57.
WASHING MACHINE AND CLOTHES DRYERS
WASHING MACHINES AND CLOTHES DRYER ’S OPERABLE PARTS MUST COMPLY WITH SECTION
11B-309 OPERABLE PARTS.§11B-611.3
TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT LOCATED 36
INCHES MAXIMUM ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM
OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15 INCHES MINIM AND 36 INCHES
MAXIMUM ABOVE THE FINISH FLOOR.§11B-611.4
27.
28.
29.
30.
A.
B.
C.
PASSENGER DROP-OFF & LOADING ZONES AND BUS STOPS
PARKING FACILITIES THAT PROVIDE VALET PARKING SERVICES SHALL PROVIDE AT LEAST ONE
PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION 11B-503 PASSENGER DROP-
OFF AND LOADING ZONES. THE PARKING REQUIREMENTS OF SECTION 11B-208.1 PARKING SPACES
GENERAL APPLY TO FACILITIES WITH VALET PARKING.§11B-209.4
MECHANICAL ACCESS PARKING GARAGES SHALL PROVIDE AT LEAST ONE PASSENGER DROP-OFF AND
LOADING ZONE COMPLYING WITH SECTION 11B-503 PASSENGER DROP-OFF AND LOADING ZONES AT
VEHICLE DROP-OFF AND VEHICLE PICK-UP AREAS.§11B-209.5
PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96
INCHES WIDE MINIMUM AND 20 FEET LONG MINIMUM.§11B-503.2
PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH THE
FOLLOWING ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. ACCESS AISLES SHALL
ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY.§11B- 503.3
ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MINIMUM.
§11B-503.3.1
ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES THEY SERVE.
§11B-503.3.2
ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR PERIMETER. THE
AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36
INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE §11B-503.3.3
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
TOILET AND BATHING ROOM CLEARANCES
WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED, THEY SHALL COMPLY WITH
11B-213 TOILET FACILITIES AND BATHING FACILITIES. WHERE TOILET FACILITIES AND BATHING
FACILITIES ARE PROVIDED IN FACILITIES PERMITTED BY 11B-206.2.3 MULTI-STORY BUILDINGS AND
FACILITIES EXCEPTIONS 1 AND 2 NOT TO CONNECT STORIES BY AN ACCESSIBLE ROUTE, TOILET
FACILITIES AND BATHING FACILITIES SHALL BE PROVIDED ON A STORY CONNECTED BY AN
ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE.§11B-213.1
WHERE SEPARATE TOILET FACILITIES ARE PROVIDED FOR THE EXCLUSIVE USE OF SEPARATE USER
GROUPS, THE TOILET FACILITIES SERVING EACH USER GROUP SHALL COMPLY WITH 11B-213 TOILET
FACILITIES AND BATHING FACILITIES.§11B-213.1.1
WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 11B-603 TOILET
AND BATHING ROOMS. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL
COMPLY WITH 11B-603 TOILET AND BATHING ROOMS.§11B-213.2 (SEE EXCEPTION)
UNISEX TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY, AND NOT MORE THAN TWO
WATER CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND ONE URINAL. UNISEX BATHING
ROOMS SHALL CONTAIN ONE SHOWER OR ONE SHOWER AND ONE BATHTUB, ONE LAVATORY, AND
ONE WATER CLOSET. DOORS TO UNISEX TOILET ROOMS AND UNISEX BATHING ROOMS SHALL HAVE
PRIVACY LATCHES.§11B- 213.2.1
DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY
FIXTURE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR IN
ANY POSITION MAY ENCROACH INTO THE TURNING SPACE BY 12 INCHES MAXIMUM.§11B- 603.2.3
AT SINGLE USER TOILET OR BATHING ROOMS, DOORS SHALL BE PERMITTED TO SWING INTO THE
CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE ONLY IF A 30 INCH BY 48-INCH
MINIMUM CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR
SWING.§11B-603.2.3 (SEE EXCEPTION)
MIRRORS LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITHIN THE
BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND. MIRRORS NOT LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED
WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND.§11B-603.3
COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION
11B-308. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE
FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44
INCHES MAXIMUM ABOVE THE FINISH FLOOR.§11B-603.4
WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES
ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN
ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES MAXIMUM
ABOVE THE FINISH FLOOR. BABY CHANGING STATIONS ARE NOT REQUIRED TO COMPLY WITH
SECTION 11B-603.5.§11B-603.5
PROVIDE BATHTUB DETAILS, CONFIRMING COMPLIANCE WITH SECTION 11B-607, INCLUDING THE
REQUIREMENTS FOR CLEARANCES, GRAB BARS, SEATS, CONTROLS, SHOWER SPRAY UNIT, AND
WATER AND BATHTUB ENCLOSURES.§11B-608
PROVIDE DETAILS CONFIRMING DISABLED ACCESS COMPLIANCE AT SHOWER COMPARTMENTS,
INCLUDING THE REQUIREMENTS FOR CLEARANCES, GRAB BARS, SEATS, CONTROLS, SHOWER SPRAY
UNIT AND WATER, THRESHOLDS, SHOWER ENCLOSURES, SHOWER FLOOR OR GROUND SURFACE
AND SOAP DISH.§11B-608
3.
4.
5.
TWO-WAY COMMUNICATION SYSTEMS
TWO-WAY COMMUNICATION SYSTEMS THAT ARE PROVIDED TO GAIN ADMITTANCE TO A BUILDING OR FACILITY OR TO
RESTRICTED AREAS WITHIN A BUILDING OR FACILITY SHALL PROVIDE BOTH AUDIBLE AND VISUAL SIGNALS. HANDSET
CORDS, IF PROVIDED, SHALL BE 29 INCHES LONG MINIMUM.§11B-230.1, §11B-708
COMMON USE OR PUBLIC USE SYSTEM INTERFACE OF COMMUNICATIONS SYSTEMS BETWEEN A RESIDENTIAL DWELLING
UNIT AND A SITE, BUILDING, OR FLOOR ENTRANCE SHALL INCLUDE THE CAPABILITY OF SUPPORTING VOICE AND TTY
COMMUNICATION WITH THE RESIDENTIAL DWELLING UNIT INTERFACE.§11B-708.4.1
RESIDENTIAL DWELLING UNIT SYSTEM INTERFACE OF COMMUNICATIONS SYSTEMS BETWEEN A RESIDENTIAL DWELLING
UNIT AND A SITE, BUILDING, OR FLOOR ENTRANCE SHALL INCLUDE A TELEPHONE JACK CAPABLE OF SUPPORTING VOICE
AND TTY COMMUNICATION WITH THE COMMON USE OR PUBLIC USE SYSTEM INTERFACE.§11B-708.4.2
6.
7.
TELEPHONES
WHERE COIN-OPERATED PUBLIC PAY TELEPHONES, COIN LESS PUBLIC PAY TELEPHONES, PUBLIC CLOSED-CIRCUIT
TELEPHONES, PUBLIC COURTESY PHONES, OR OTHER TYPES OF PUBLIC TELEPHONES ARE PROVIDED, PUBLIC
TELEPHONES SHALL BE PROVIDED IN ACCORDANCE WITH 11B-217 TELEPHONES FOR EACH TYPE OF PUBLIC TELEPHONE
PROVIDED. A BANK OF TELEPHONES SHALL BE CONSIDERED TO BE TWO OR MORE ADJACENT TELEPHONES.§11B-217.1
PROVIDE (______) WHEELCHAIR ACCESSIBLE TELEPHONES IN ACCORDANCE WITH TABLE 11B-217.2.§11B-217.2
1.
2.
3.
G. SPECIAL ROOMS, SPACES, AND ELEMENTS KITCHENS, KITCHENETTES AND WET BARS
PROVIDE A SECTION AND DETAIL SHOWING THAT SINKS COMPLY WITH 11B-606 LAVATORIES AND SINKS, INCLUDING
CLEAR FLOOR SPACE, HEIGHT, FAUCETS, AND AT EXPOSED PIPES AND SURFACES.§11B-804.4
SHOW THAT AT LEAST 50 PERCENT OF THE SHELF SPACE IS WITHIN REQUIRED REACH RANGES.§11B-804.5
AS A RANGE/COOKTOP IS PROVIDED, DETAIL THE REQUIRED FORWARD REACH APPROACH AT THE SINK.§11B-804.6.4
31.
32.
VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION
11B-302 FLOOR OR GROUND SURFACES. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.§11B-503.4
VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM, AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER DROP-OFF AND LOADING ZONE AND FROM THE PASSENGER
LOADING ZONE TO A VEHICULAR EXIT SHALL PROVIDE A VERTICAL CLEARANCE OF 114 INCHES
MINIMUM.§11B-503.5
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
THE SIDEWALL GRAB BARS SHALL BE 42 INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM
FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL WITH THE
FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OF THE WATER CLOSET.§11B- 604.5.1
THE REAR GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF
THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER
SIDE.§11B-604.5.2 (SEE EXCEPTION)
FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH
CONTROLS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION EXCEPT THEY SHALL BE LOCATED
44 INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE
OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH
SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS.§11B-604.6
TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION AND SHALL BE 7
INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE
CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB
BAR, 19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND THE
GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR THAT DOES NOT
ALLOW CONTINUOUS PAPER FLOW.§11B-604.7.1
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS OF
SECTIONS 11B-604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS AND 11B-604.8.3 COAT HOOKS
AND SHELVES. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY
WITH SECTION 11B-603 TOILET AND BATHING ROOMS. AMBULATORY ACCESSIBLE COMPARTMENTS
SHALL COMPLY WITH SECTIONS 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS AND
11B-604.8.3 COAT HOOKS AND SHELVES.§11B-604.8
IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN IN-SWING DOOR, A MINIMUM 60 INCHES
WIDE BY 36 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE
CLEARANCE REQUIRED IN SECTION 11B-604.8.1.1 WHEELCHAIR ACCESSIBLE COMPARTMENT SIZE.§
11B-604.8.1.1.1, FIGURES 11B-604.8.1.1.2(B) AND 11B-604.8.1.1.3(B)
IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A DOOR LOCATED IN THE SIDE WALL OR
PARTITION, EITHER IN-SWINGING OR OUT- SWINGING, A MINIMUM 60 INCHES WIDE AND 60 INCHES
DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.
§11B-604.8.1.1.2, FIGURE 11B-604.8.1.1.2
IN A WHEEL CHAIR ACCESSIBLE COMPARTMENT WITH END-OPENING DOOR LOCATED IN THE
FRONT WALL OR PARTITION (FACING WATER CLOSET), EITHER IN-SWINGING OR OUT-SWINGING, A
MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN
FRONT OF THE WATER CLOSET.§11B-604.8.1.1.3, FIGURE 11B-604.8.1.1.3
TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION
11B-404 DOORS, DOORWAYS, AND GATES EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE
OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT
AND ANY OBSTRUCTION SHALL BE 48 INCHES MINIMUM MEASURED PERPENDICULAR TO THE
COMPARTMENT DOOR IN ITS CLOSED POSITION. DOOR SHALL BE LOCATED IN FRONT PARTITION
OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET.§11B-604.8.1.2
WHERE TOILET COMPARTMENT DOORS ARE LOCATED IN THE FRONT PARTITION, THE DOOR
OPENING SHALL BE 4 INCHES MAXIMUM FROM THE SIDEWALL OR PARTITION FARTHEST FROM THE
WATER CLOSET. WHERE LOCATED IN THE SIDEWALL OR PARTITION, THE DOOR OPENING SHALL BE
4 INCHES MAXIMUM FROM THE FRONT PARTITION AND THE DOOR SHALL BE SELF-CLOSING.
§11B-604.8.1.2
A DOOR PULL COMPLYING WITH SECTION 11B-404.2.7 DOOR AND GATE HARDWARE SHALL BE
PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOOR SHALL NOT SWING INTO THE
CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO
THAT PORTION OF THE MANEUVERING SPACE WHICH DOES NOT OVERLAP THE CLEARANCE
REQUIRED AT A WATER CLOSET.§11B-604.8.1.2 (SEE EXCEPTION)
AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE
THE FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE
PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE
CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES.
COMPARTMENTS FOR CHILDREN ’S USE SHALL PROVIDE A TOE CLEARANCE OF 12 INCHES MINIMUM
ABOVE THE FINISH FLOOR.§11B-604.8.1.4
AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A WIDTH OF 35 INCHES MINIMUM AND 37
INCHES MAXIMUM.§11B-604.8.2.1
WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN ’S USE SHALL COMPLY WITH
SECTION 11B-604.9 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN ’S USE AND
FOLLOW SUGGESTED DIMENSIONS ON TABLE 11B-604.9.§11B-604.9
WHERE URINALS ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY
WITH SECTION 11B-605.§11B-213.3.3.
URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13½ INCHES DEEP MINIMUM MEASURED
FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE.§11B-605.2
FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH
CONTROLS SHALL COMPLY WITH SECTION 11B-309 OPERABLE PARTS EXCEPT THAT THE FLUSH
CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR.
§11B-605.4
WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL
COMPLY WITH SECTION 11B-606 AND SHALL NOT BE LOCATED IN A TOILET COMPARTMENT.
§11B-213.3.4, §11B-606.1.
FOR LAVATORIES AND SINKS, A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 CLEAR
FLOOR OR GROUND SURFACES, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED.
§11B-606.2
LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR
COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.§11B-606.3
25.
26.
PARKING RELATIONSHIP TO ACCESSIBLE ROUTES
PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE
NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING
SPACE IN WHICH THEY PARKED. §11B-502.7.1
A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF
VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.§11B-502.7.2
COMMERCIAL (11B)
ACCESSIBLITY NOTES
First Fruition
Office
G2.1
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/21/2024 10:32:22 PM
As indicated
ADA DIAGRAMS
First Fruition
Office
G2.2
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
CENTER LINE OF STALL
36" SQUARE
36
"
S
Q
U
A
R
E
18"18"
THE INTERNATIONAL ACCESSIBILITY SYMBOL SHALL BE PAINTED ON THE STALL SURFACE IN A CONSPICUOUS
PLACE AND TO BE LEGIBLE FROM THE DRIVE AISLE BY TRAFFIC ENFORCEMENT OFFICIALS. THE SYMBOL SPECIFIED
ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE BACKGROUND SHALL
APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C
BACKGROUND: COLOR BLUE
SHALL APPROXIMATE FS 15090
IN FEDERAL STANDARD 595C
SYMBOL: COLOR WHITE FIGURE
w/ NO BORDER ON A BLUE
BACKGROUND
CL
22
"
M
I
N
I
M
U
M
FINISH GRADE
COLORS: BORDER & LEGEND BLACK
BACKGROUND - WHITE
(RETROREFLECTIVE)
2" x 2" GALVANIZED STEEL
POST, PAINTED
80
"
(
6
'
-
8
"
)
MI
N
I
M
U
M
C
L
E
A
R
I
F
LO
C
A
T
E
D
A
D
J
A
C
E
N
T
TO
W
A
L
K
I
N
G
S
U
R
F
A
C
E
S
,
OT
H
E
R
W
I
S
E
4
8
"
17" MINIMUM
CONTRACTOR TO VERIFY PROPER
INFORMATION PRIOR TO
FABRICATING SIGN
CONCRETE FOOTING, SEE 7/G0.01
1" C TYPICAL
1.75"
0.5" TYPICAL 11.5"
1.25"
5.5"
1.25"
3.75"
NOTE:
A TOW AWAY SIGN SHALL BE POSTED IN
A CONSPICUOUS PLACE AT EACH
ENTRANCE TO OFF-STREET PARKING
FACILITIES OR IMMEDIATELY ADJACENT
TO & VISIBLE FROM EACH STALL . THE
SIGN SHALL INCLUDE THE ADDRESS
WHERE THE OWED VEHICLE MAY BE
RECLAIMED & THE TELEPHONE NUMBER
OF THE LOCAL TRAFFIC LAW
ENFORCEMENT AGENCY.
3'-0"
TRUNCATED DOMES IN
DETECTABLE WARNING
SURFACES - INSTALLED PER
MANUFACTURER STANDARDS
NOTE:
1.CROSSWALK TO PUBLIC SIDE WALK:
STRIPING NOT REQUIRED
2.CROSSWALK THROUGH LEASING PARKING LOT:
STRIPING NOT REQUIRED
3.WALKWAY SLOPE:
MUST NOT EXCEED 2% SLOPE IN ALL DIRECTIONS.
4.CURB RAMP:
MUST NOT EXCEED 8.33% DOWN SLOPE, AND 2%
CROSS SLOPE.
10
-
NOTE:
1.THE PREFERRED MATERIAL FOR
TRUNCATED DOMES IS PRECAST
CONCRETE TILE TO BE MORE
DURABLE. THE PREFERRED LAYOUT
IS AN IN-LINE GRID, TO BE MORE
COMPATIBLE WITH WHEELED ITEMS,
SUCH AS SHOPPING CARTS,
STROLLERS AND HAND TRUCKS.
2.DETECTABLE WARNING SURFACES
TO HAVE MINIMUM 70% VISUAL
CONTRAST WITHIN ADJACENT
WALKING SURFACES.
3.VISUALLY CONTRASTING SURFACE
SHALL CONTRAST WITH BOTH THE
DETECTABLE WARNING AND THE
ADJACENT WALKING SURFACES.
·LIGHT ON DARK SURFACES
·DARK ON LIGHT SURFACES
4.TRUNCATED DOMES:
·PATTERNS IN A GRID
·12" x 12"
·COLOR: YELLOW -
APPROXIMATE FS-33538 OF
FEDERAL STANDARD 595C
2.3" - 2.4"
2.
3
"
-
2
.
4
"
1.5"
12"
1.5"
12
"
SECTION - A
PLAN
0.
2
"
TOP DIA. OF
TRUNCATED DOME
0.45" - 0.47"
BASE DIA. OF
TRUNCATED DOME
0.90" - 0.92"
A
-
NOTE:
1.TRUNCATED DOMES IN DETECTABLE
WARNING SURFACES - SPACING
CENTER-TO-CENTER OF 2.3 IN. MIN. TO
2.4 IN. MAX. w/ BASE-TO BASE SPACING
0.65 IN. MIN. BETWEEN ADJACENT
DOMES ON A SQUARE GRID.
2.1" MORTAR SETTING BED
3.TOOLED VISUAL WARNING GROOVES
4.CONCRETE PAVING
5.SMOOTH TRANSITION FROM PAVER
SUB-BASE TO ADJACENT PAVING - 1:12
MIN.
6.90% COMPACTED SUB-GRADE
7.BUTT JOINT
8.1/2" WIDE BLACK GROUT JOINT
9.#4 x 9" LONG DOWELS x 8" AT 24" O.C.
EPOXY SET DOWEL 3" MIN. IN
CONCRETE SLAB
10.PAVING REINFORCEMENTSECTION
PLAN
PER CIVIL DRAWINGS
2.3" - 2.4"
2.
3
"
-
2
.
4
"
0.
6
5
MI
N
.
1 23 45678
ALIGN
9 1010
173
TRUNCATED DOME DETECTABLE
WARNING LAYOUT
* TRUNCATED DOMES TO CONFORM
WITH SECTION 11B- 705 CALIFORNIA
BUILDING CODE
ADHESIVE APPLIED SURFACE MAT - PREFERRED
INSTALL DETECTABLE WARNING MAT (SAFETY STEP - "RAMP UP" OR
COMPARABLE). SEE PRODUCT INSTRUCTIONS FOR SURFACE PREP,
ADHESIVE EPOXY APPLICATION, AND FINISHING.
PAVERS - NOT PREFERRED, ONLY AS REQD'
INSTALL DETECTABLE WARNING 'WAUSAU' TILE TRUNCATED DOME
PAVER USING THICK MORTAR METHOD
NO
PARKING
3'-0"EQ.EQ.
9'-0" AT CAR
12'-0" AT VAN
5'-0"
AT CAR &
VAN SPACE
14'-0" TO 17'-0"
18
'
-
0
"
M
I
N
.
(
S
E
E
P
L
A
N
)
SLOPE
(2% MAX.)
2'
-
0
"
3'-0"
TYP.
ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN
PER STATE INTERNATIONAL SYMBOL OF
ACCESSIBILITY - PROVIDE "VAN ACCESSIBLE" SIGN
WHERE INDICATED ON SITE PLAN.
SEE DETAIL # 3 MOUNT SIGN ON THE WALL
CONCRETE WHEEL STOP, SEE DETAIL #6
4" WIDE BLUE BORDER w/ 36" WIDE AT 45 DEG.
STRIPING LINES, TYPICAL
INTERNATIONAL SYMBOL OF ACCESSIBILITY 36" x
36" SQUARE SYMBOL SEE DETAIL #2 THIS SHEET
WHITE LETTERING AT 12" HIGH "NO PARKING"
WITHIN ACCESS AISLE
NOTES:
1.SLOPE OF PARKING STALL AND SIDE AISLE
LOADING AREA TO BE 2% MAXIMUM TO ZERO
CURB FACE SEE CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.
VAN-ACCESSIBLE STALL, LEFT OF ACCESS AISLE
NOTES:
1.PROVIDE ONE VAN ACCESSIBLE PARKING SIGN PER
VAN ACCESSIBLE PARKING STALL
2.SIGN MATERIAL: SMOOTH, DURABLE,
NON-WEATHERING, RECTANGULAR SIGN w/ SILK
SCREEN OR DIE CUT LETTERING AND GRAPHICS
3.2" x 2" GALVANIZED POST. WOOD, STEEL OR
PRE-PUNCHED GALVANIZED U-POSTS ARE NOT
ACCEPTABLE
4.LOCATE SIGN AT MAIN DRIVEWAY ENTRIES
IMMEDIATELY ADJACENT TO AND VISIBLE FROM
EACH STALL OR SPACE (SEE SITE PLAN)
5.SIGN TO CONFORM TO CURRENT STATE AND
LOCAL CODES AND REGULATIONS
6.SIGN SYMBOL & TEXT COLOR:
n 1 INCH HIGH WHITE LETTERING & SYMBOL
FIGURE w/ NO BORDER ON A BLUE
BACKGROUND
n BACKGROUND COLOR BLUE SHALL
APPROXIMATE FS 15090 IN FEDERAL
STANDARD 595C
7. SIGN SIZE & MATERIAL: 17" WIDE x 22" HIGH
ALUMINUM PANEL MOUNTED DIRECTLY TO
POST OR WALL SURFACE.
8.REFER TO SITE PLAN FOR LOCATIONS.
RESERVED
FOR
HANDICAPPED
17"
22
"
R
A
D
I
U
S
1
/
2
"
VAN ACCESSIBLE
1"
3"
80
"
M
I
N
.
F
O
R
F
R
E
E
ST
A
N
D
I
N
G
T
O
T
O
P
O
F
WA
L
K
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MINIMUM FINE $250
1"
3"
PRECAST WHEEL STOP
6'-0"x10"x6"
2'-0"
TO F.O.C.
1- OF 2 #4'S
10"
312"
6'-0"
18"12"12"12"18"
2"
2" ASPHALT
PROVIDE 3 HOLES PER SECTION TO
INSTALL 3/4"x18" LONG ST'L ROD
SCALE: N.T.S.ACCESSIBILITY PARKING STALL1
SCALE: N.T.S.ACCESSIBILITY SYMBOL2
SCALE: N.T.S.VAN ACCESSIBLE PARKING SIGN3
SCALE: N.T.S.SITE ENTRANCE SIGN4
ramp run landinglanding
60 min
1525 1525
60 min
landing
ramp run
ra
m
p
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u
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60 min
1525
60
m
i
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15
2
5
at least as wide as ramp run
(a)
straight
(b)
change in direction
12 min
305
12 min
305
405 Ramps
405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12.
405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48.
405.5 Clear Width. The clear width of a ramp run and, where handrails are provided, the clear
width between handrails shall be 36 inches (915 mm) minimum.
405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum.
405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run.
Landings shall comply with 405.7.
Figure 405.7 Ramp Landings
405.7.1 Slope. Landings shall have slope no steeper than 1:48. Changes in level are not permitted.
405.7.2 Width. The landing clear width shall be at least as wide as the widest ramp run
leading to the landing.
405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum.
405.7.4 Change in Direction. Ramps that change direction between runs at landings shall have
a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum.
405.7.5 Doorways. Where doorways are located adjacent to a ramp landing, maneuvering
clearances required by 404.2.4 and 404.3.2 shall be permitted to overlap the required landing
405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with 505.
405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of ramp runs and at each side of ramp landings.
405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or
landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail
complying with 505.
Figure 405.9.1 Extended Floor or Ground Surface Edge Protection
X < 4
100
405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4
inch (100 mm) diameter sphere, where any portion of the sphere is within 4 inches (100
mm) of the finish floor or ground surface.
Figure 405.9.2 Curb or Barrier Edge Protection
SCALE: N.T.S.ADA RAMP5
(A)
180 DEGREE TURN
11B-402.2 COMPONENTS - ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS:
WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS
EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE
ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 4.
11B-403.3 SLOPE - THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE
OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48.
11B-403.5 CLEARANCES - WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION PATHS
SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS
ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED.
EXCEPTIONS:
1.THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES (813 MM) MINIMUM FOR A
LENGTH OF 24 INCHES (610 MM) MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE
SEPARATED BY SEGMENTS THAT ARE 48 INCHES (1219 MM) LONG MINIMUM AND 36 INCHES (914
MM) WIDE MINIMUM.
2.THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR
MORE SHALL BE 44 INCHES (1118 MM) MINIMUM.
3.THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 MM) MINIMUM. WHEN,
BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS,
THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48-INCH (1219 MM) CLEAR
SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE
REDUCED TO 36 INCHES (914 MM).
4.THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES (914 MM) MINIMUM IF SERVING ELEMENTS ON
ONLY ONE SIDE, AND 44 INCHES (1118 MM) MINIMUM IF SERVING ELEMENTS ON BOTH SIDES.
5.THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44
INCHES (1118 MM) EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS.
11B-403.5.2 CLEAR WIDTH AT TURN - WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN
ELEMENT WHICH IS LESS THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTH SHALL BE 42 INCHES
(1067 MM) MINIMUM APPROACHING THE TURN, 48 INCHES (1219 MM) MINIMUM AT THE TURN
AND 42 INCHES (1067 MM) MINIMUM LEAVING THE TURN.
EXCEPTIONS:
1.WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES (1524 MM) MINIMUM COMPLIANCE
WITH SECTION 11B-403.5.2 SHALL NOT BE REQUIRED.
60
"
M
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42"
MIN
48"
MAX
42"
MIN
48
"
M
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36
"
MI
N
32
"
MI
N
24"
MAX
48"
MIN
24"
MAX
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
FIGURE 11B-403.5.1
36
"
MI
N
32
"
MI
N
(B)
180 DEGREE TURN
(EXCEPTION)
36"
MIN
48"
MAX
36"
MIN
CLEAR WIDTH AT TURN
FIGURE 11B-403.5.2
11B-403.5.3 PASSING SPACES - AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES (1524 MM) SHALL
PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET (60,960 MM) MAXIMUM. PASSING SPACES
SHALL BE EITHER: A SPACE 60 INCHES (1524 MM) MINIMUM BY 60 INCHES (1524 MM) MINIMUM;
OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING
WITH SECTION 11B-304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACES EXTEND 48
INCHES (1219 MM) MINIMUM BEYOND THE INTERSECTION.
SCALE: N.T.S.CONCRETE WHEEL STOP6
SCALE: N.T.S.ACCESSIBLE ROUTES8
SCALE: N.T.S.DETECTABLE WARNINGS9
SCALE: N.T.S.TRUNCATED DOME SECTION10
SCALE: N.T.S.DETECTABLE WARNINGS11
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/21/2024 10:33:09 PM
As indicated
ADA DIAGRAMS
First Fruition
Office
G2.3
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
RAISED
5/8"
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
INTERNATIONAL
SYMBOL OF TTY
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
PROPORTIONS
INTERNATIONAL
SYMBOL OF ACCESS
FOR HEARING
IMPAIRED
INTERNATIONAL
SYMBOL OF UNISEX
1.DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL.
GEOMETRIC SYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT 60 INCHES ABOVE FINISH
FLOOR TO CENTER OF SYMBOL. EDGES OF ACCESSIBILITY SIGNAGE SHALL BE ROUNDED, CHAMFERED OR
EASED (1127A.7.2). SEE SECTIONS 1127A.7.2.1-1127A.7.2.3 FOR ADDITIONAL SIGNAGE REQUIREMENTS
APPLICABLE TO SANITARY FACILITIES)
2.WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE,
RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH
SECTION 1117B.5.2 THROUGH 1117B.5.7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE
LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT
DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE
RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE
SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF
SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A
DOOR. (1117B.5.1.1, 1117B.5.7)
60
"
A
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℄ OF IDENTIFICATION
SYMBOL / SIGN
34
"
M
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11B-308.2.1 UNOBSTRUCTED
WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES (1219 MM)
MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES (381 MM) MINIMUM ABOVE THE FINISH FLOOR OR
GROUND.
11B-308.2.2 OBSTRUCTED HIGH REACH
WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE
ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH
FORWARD REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES (508 MM)
MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES (508 MM), THE HIGH FORWARD REACH SHALL BE 44 INCHES
(1118 MM) MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES (635 MM) MAXIMUM.
11B-308.3.1 UNOBSTRUCTED SIDE REACH
WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS
UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM AND THE LOW SIDE REACH SHALL
BE 15 INCHES (381 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-308.3.2 OBSTRUCTED HIGH REACH
WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE
REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (864 MM) MAXIMUM AND
THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES (610 MM) MAXIMUM. THE HIGH SIDE REACH SHALL BE 48
INCHES (1219 MM) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (254 MM) MAXIMUM. WHERE THE REACH DEPTH
EXCEEDS 10 INCHES (255 MM), THE HIGH SIDE REACH SHALL BE 46 INCHES (1168 MM) MAXIMUM FOR A REACH DEPTH
OF 24 INCHES (610 MM) MAXIMUM.
48
"
M
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20"
MAX
OBSTRUCTED HIGH FORWARD REACH
FIGURE 11B-308.2.2
44
"
M
A
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20"-25"
MAX
48
"
M
A
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15
"
MI
N
UNOBSTRUCTED FORWARD REACH
FIGURE 11B-308.2.1
48
"
M
A
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15
"
MI
N
UNOBSTRUCTED SIDE REACH
FIGURE 11B-308.3.1
10"
MAX
48
"
M
A
X
OBSTRUCTED HIGH SIDE REACH
FIGURE 11B-308.3.2
10"
MAX
34
"
M
A
X
46
"
M
A
X
10" - 24"
MAX
2017.04.24
8" MIN
KNEE
CLEARANCE
6" MAX TOE
CLEARANCE
19" MIN
34
"
M
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X
29
"
M
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27
"
M
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9"MI
N
40
"
M
A
X
11B-306.2.3 MINIMUM REQUIRED DEPTH - WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A
CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (432 MM) MINIMUM UNDER THE
ELEMENT.
EXCEPTIONS:
1.THE TOE CLEARANCE SHALL EXTEND 19 INCHES (483 MM) MINIMUM UNDER SINKS REQUIRED TO
BE ACCESSIBLE BY SECTION 11B-212.3
2.THE TOE CLEARANCE SHALL EXTEND 19 INCHES (483 MM) UNDER BUILT-IN DINING AND WORK
SURFACES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-226.1
11B-606.5 EXPOSED PIPES AND SURFACES - WATER SUPPLY AND
DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE
INSULATED OR OTHERWISE CONFIGURED TO PROTECT
AGAINST CONTACT. THERE SHALL BE NO SHARP OR
ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.
FLUSH ACTIVATOR
ON WIDE SIDE 60" MIN
56
"
M
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48
"
M
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CLEARANCE
DOOR PERMITTED TO
SWING OVER HATCHED
PORTION OF
MANEUVERING SPACE
17"
-18"
LC
17"-18"
CLR
LC
18"
CLR
LC
66
"
M
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CL
R
18" MIN
60 MIN
CLR
32" MIN
CLR
18"
MIN
FLUSH ACTIVATOR
ON WIDE SIDE
CLEARANCE
60" MIN
DIA CLR
12
"
MI
N
42
"
M
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24
"
MI
N
11B-604.2 WATER CLOSETS AND TOILET LOCATION - THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES
(432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT
THAT THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM
FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED
IN SECTION 11B-604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND
APPROACH.
SIZE OF CLEARANCE AT WATER CLOSETS
FIGURE 11B-604.3.1OVERLAP OF WATER CLOSET CLEARANCE
IN RESIDENTIAL DWELLING UNITS
FIGURE 11B-604.3.2 (EXCEPTION)
17
"
MI
N
25
"
MA
X
30" x 48"
CLEAR FLOOR
SPACE
17" MIN
18" MAX
17
"
M
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19
"
M
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36"
MINTRANSFER SIDE 12"
MIN
24"
MIN
112" DIA. GRAB BAR w/
PEENED FINISH AND
250 LBS. CAPACITY
11B-604.5.1 SIDE WALL - THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12
INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1372 MM) MINIMUM
FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF
THE WATER CLOSET.
11B-604.5.2 REAR WALL - THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND
FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
11B-604.6 FLUSH CONTROL - FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH
CONTROLS SHALL COMPLY WITH SECTION 11B-309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN
SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH
SECTION 11B-604.8.2
11B-609.4 POSITION OF GRAB BARS - GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (838
MM) MIN. AND 36 INCHES (914 MM) MAX ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE
GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S USE COMPLYING WITH SECTION
11B-604.9, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES (457 MM) MIN AND 27
INCHES (686 MM) MAX ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE
HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF THE BATHTUB SHALL COMPLY W/ SECTION
11B-607.4.1.1 OR 11B-607.4.2.1
WALL GRAB BAR AT WATER CLOSETS
CL
CL
42"
MIN
12"
MAX
54"
MIN
24"
MIN
7"
MIN
9"
MAX
19
"
MI
N
CL
CL
CL
40
"
M
A
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33
"
M
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A
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F
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F
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36
"
M
A
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A
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F
.
F
.
TOILET SEAT DISPENSER
(WHERE OCCURS)
TOILET ROLL
TISSUE DISPENSER
HOLDER WITHOUT
STOPS
FIGURE 11B-604.5.1
SIDE WALL GRAB BAR
AT WATER CLOSET
FIGURE 11B-604.5.2
REAR WALL GRAB BAR
AT WATER CLOSET
60
"
AB
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7'
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MI
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32" MIN CLR
OPENING
WIDTH
44
"
AB
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F
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F
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L
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11B-404.3.1 CLEAR WIDTH - DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES (813 MM) MINIMUM IN
POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A
DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF 32 (813 MM ) WITH ONE LEAF
POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
11B-404.2.5 THRESHOLDS - THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (12.7 MM) HIGH
MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION
11B-302 AND 11B-303.
11B-404.2.7 DOOR AND GATE HARDWARE. - HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON
DOORS AND GATES SHALL COMPLY W/ SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL
BE 34 INCHES (864 MM) MIN. AND 44 INCHES (1118MM) MAX. ABOVE THE FINISH FLOOR OR GROUND.
WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED
AND USABLE FROM BOTH SIDES.
11B-404.2.9 DOOR AND GATE OPENING FORCE - THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL
BE AS FOLLOWS:
1.INTERIOR HINGED DOORS AND GATE: 5 POUNDS (22.2 N) MAXIMUM
2.SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM
3.REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7N).
11B-404.2.10 DOOR AND GATE SURFACES - SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (254 MM) OF
THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH
SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL
JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER AND
BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
NOTES:
1.FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
2.CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING
OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE,
LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW.
EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE
LENGTH OF THE EXPOSED EDGE. CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW.
FINISH FLOOR LEVEL
DOOR HARDWARE
ACCESSIBILITY SIGN - MUST
BE VISIBLY PLACED OUTSIDE.
SEE DETAIL # 1/G0.01
FLOOR OR GROUND SURFACES & CHANGES IN LEVEL
FIGURE 11B-302.2 / 11B-302.3/ 11B-303.2/11B-303.3
1/
2
"
MA
X
1/
4
"
MA
X
1/
4
"
MA
X
1
2
CARPET PILE HEIGHT
FIGURE 11B-302.2
VERTICAL CHANGE IN LEVEL
FIGURE 11B-303.2
BEVELED CHANGE IN LEVEL
FIGURE 11B-303.3
1/
2
"
MA
X
LO
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S
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E
C
T
I
O
N
OF
T
R
A
V
E
L
1/2"
MAX
DOMINANT
DIRECTION OF
TRAVEL
ELONGATED OPENINGS IN FLOOR
OR GROUND SURFACES
FIGURE 11B-302.3
8"
MIN
27
"
M
I
N
9"
M
I
N
.
11"
MIN
30
"
MI
N
25"
MAX
8"
MIN
27
"
M
I
N
9"
M
I
N
.
11"
MIN
29
"
M
I
N
9"MI
N
6"
MAX
30
"
MI
N
17"- 25"
(A) ELEVATION
(B) PLAN
(C) ELEVATION AT LAVATORY
KNEE CLEARANCE
FIGURE 11B-306.3
11B-306.3.1 KNEE CLEARANCE - SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (229
MM) AND 27 INCHES (686 MM) ABOVE THE FINISH FLOOR OR
GROUND SHALL BE CONSIDER KNEE CLEARANCE AND SHALL COMPLY
WITH SECTION 11B-306.3
TOE CLEARANCE
FIGURE 11B-306.2(A) ELEVATION (B) PLAN
11B-306.2.1
TOE CLEARANCE - SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND
AND 9 INCHES (229 MM) AND 27 INCHES (686 MM) ABOVE THE FINISH
FLOOR OR GROUND SHALL BE CONSIDER TOE CLEARANCE AND SHALL
COMPLY WITH SECTION 11B-306.2
48"
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
SCALE: N.T.S.WATER CLOSET CLEARANCE1
SCALE: N.T.S.GRAB BAR AT WATER CLOSET2
SCALE: N.T.S.ACCESSIBILITY TOILET ROOM SIGNAGE3
SCALE: N.T.S.INTERNATIONAL SYMBOL OF ACCESSIBILITY4
SCALE: N.T.S.TOE CLEARANCE REQ'D DEPTH5
SCALE: N.T.S.TOE AND KNEE CLEARANCE6
SCALE: N.T.S.REACH RANGES8
SCALE: N.T.S.9
SCALE: N.T.S.CLEAR DOOR WIDTH & FLOOR CHANGES11
60"
44" MIN. CORRIDOR
22"
CLEAR FOR
MEANS OF
EGRESS
DOORS IN ANY POSITION SHALL
NOT REDUCE THE REQUIRED
WIDTH BY MORE THAN
ONE-HALF SIZE. SIZE REQUIRED
IS 44" - CLEAR WIDTH CANNOT
BE LESS THAN 22"
WIDTH TABLE 1018.2
CODE SECTION 1018.2
TYP. CORRIDOR
DOOR-
PER 1005.7
MAX=38"
SCALE: N.T.S.MIN. CLEARANCE AT CORRIDOR12
18
"
MI
N
CENTERED ON TACTILE
CHARACTERS18"
MIN
11B-703.4.2 LOCATION - WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE
THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE
LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT
DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND
DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF
DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE
CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18
INCHES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF
ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.
45°
LC
11B-703.5.5 CHARACTER HEIGHT - MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING
DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN
OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE
BASED ON THE UPPERCASE LETTER “I”.
FIGURE 11B-703.4.2
LOCATION OF TACTILE SIGNS AT DOORS
LOCATION OF TACTILE SIGNS
9/21/2024 10:33:55 PM
(E) PLANTER
TO REMOVE
(E) PARKING STALLS TO RESTRIP
22
'
-
2
"
PR
O
P
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R
T
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L
I
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E
44
'
-
0
"
PROPERTY LINE
140' - 0"
PROPERTY LINE
140' - 0"
PR
O
P
E
R
T
Y
L
I
N
E
44
'
-
0
"
40'-0" TO C.L.
(E) BUILDING
1,568 SF
61' - 0"4' - 0"
26
'
-
0
"
4' - 9"56' - 3"4' - 0"
18
'
-
3
"
9'
-
1
1
/
1
6
"
AD0.03
(E) PLANTER TO REMOVE
AD0.0
4
WALKWAY
7' - 0"
(E
)
P
L
A
N
T
E
R
(E) GAS METER
E
G
(E) ELECTRICAL
METER AND PANEL
14' - 9"
13
'
-
1
0
"
14' - 2"
11
'
-
1
0
7
/
8
"
13' - 11 3/4"
11
'
-
1
0
7
/
8
"
15' - 11"
5' - 10"
8'
-
3
7
/
8
"
6' - 1"10' - 8"11' - 10 3/8"9' - 4"
10
'
-
9
3
/
4
"
5' - 0"
4' - 2 27/32"
8' - 9 3/8"
5'
-
3
2
9
/
3
2
"
12
'
-
8
7
/
8
"
R 2
'
-
6
"
A4.0
5
6
A4.0
3
4
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
12
'
-
0
"
Level G
-0' - 8"
(E) RED WOOD SIDING TO REMOVE
(E) RED CANOPY TO REMOVE
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 8"
(E) RED WOOD SIDING TO REMOVE
(E) RED CANOPY TO REMOVE
As indicated
EXISTING CONDITION
First Fruition
Office
AD0.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1/8" = 1'-0"1 SITE PLAN
1/4" = 1'-0"2 EXISTING AND DEMO FLOOR PLAN
1/4" = 1'-0"3 EXISTING EAST ELEVATION
1/4" = 1'-0"4 EIXTING SOUTH ELEVATION
NOTE: ALL DIMENSIONS ARE BASED ON FIELD
MEASUREMENT, TRUE DIMENSIONS MAY VARY AND SHALL
USE EXISTING INTERIOR CORRIDOR WALL AS A REFERENCE.
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/21/2024 10:36:27 PM
44
'
-
0
"
PR
O
P
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T
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L
I
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140'-0"
PROPERTY LINE
140'-0"
PROPERTY LINE
44
'
-
0
"
PR
O
P
E
R
T
Y
L
I
N
E
40'-0" TO C.L.
NOT TO SCALE
26
'
-
0
"
18
'
-
0
"
1'-0"11'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"
7'-0"
WALKWAY
E
G
W
61'-0"
W
E
G
4'-0"
9'-0"5'-6"24'-4"8'-2 1/8"
9
'
-
0
"
4'
-
0
"
5'-
3
"
5'-
3
"
5'-0"
F.G.=441.32
F.G.=441.20 F.G.=441.32
EL.=441.16
6'-
0
"
11
'
-
0
"
4'-0"
5'-0"
RAMP DOWN
8.33% MAX SLOPE
RA
M
P
D
O
W
N
8.
3
3
%
M
A
X
S
L
O
P
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R
A
M
P
D
O
W
N
8
.
3
3
%
M
A
X
S
L
O
P
E
F.F.=442.0 F.F.=442.0
F.F.=442.0
(N) ELECTRICAL
METER & PANEL
(E) GAS METER
(E) GAS SUB-METER
8'-0"UNIT 'B'
1,041 S.F.
UNIT 'A'
527 S.F.
817 FIRST AVE.
EXISTING BUILDING
TOTAL FLOOR AREA: 1,568 S.F.(N) WATER
SUB-METER
(E) WATER METER
LEVEL LANDING ON EACH SIDE OF A
DOOR EXTENDING 60" ON DIRECTION
OF DOOR SWING AND 48" IN
OPPSOITE DIRECTION OF DOOR
SWING, MEASURED WIT HDOOR
CLOSED (CBC 11B-404.2.4 & 404.2.4.1)
LEVEL LANDING ON EACH SIDE OF A
DOOR EXTENDING 60" ON DIRECTION
OF DOOR SWING AND 48" IN
OPPSOITE DIRECTION OF DOOR
SWING, MEASURED WIT HDOOR
CLOSED (CBC 11B-404.2.4 & 404.2.4.1)
E EE
G G
W W
S S
EXISTING TO REMAIN (NO CHANGE)
NEW CONSTRUCTION
LANDSCAPE (PERMEABLE)
CONCRETE SURFACE (IMPERMEABLE)
TILE SURFACE (PERMEABLE)
GRAVEL (PERMEABLE)
SEWER LINES - EXISTING AND PROPOSED
NEW LINES: 4" PVC SANITARY LINE WITH 1/4" -
1' MIN. FALL. JOINTS AND INSPECTIONS POINTS
TO COMPLY WITH APPLICABLE CODES
WATER LINES - EXISTING AND PROPOSED
NEW LINES: 3/4" PVC WATER LINE. PIPES,
JOINTS AND CONNECTIONS TO COMPLY WITH
APPLICABLE CODES
GAS LINES - EXISTING AND PROPOSED
NEW LINES: 3/4" NATURAL GAS SUPPLY LINES.
PIPES, JOINTS AND CONNECTIONS TO COMPLY
WITH RELEVANT CODES
ELECTRICAL SERVICE LINE TO ADU
UTILITY METERS AND SHUT-OFFS:
WATER, ELECTRICAL, GAS
E GW
SHUT-OFF VALVE
WASTE LINE CLEANOUT
EXISTING WITHIN PROJECT SCOPE
As indicated
PROPOSED SITE PLAN
First Fruition
Office
A1.0
817 S 1ST AVE, ARCADIA, CA
91006
3/16" = 1'-0"1 PROPOSED SITE PLAN
N.T.S.
SITE PLAN LEGEND
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24ADA PATH OF TRAVEL:
NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE
SLOPE AND CROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5%
AND 2% RESPECTIVELY. INSPECTOR TO VERIFY.
LEGEND
1
1
1
1
1
1
1
G2.2
3
G2.2
WHEEL STOP
6
G2.2
ENTRY SIGN
4
G2.2
ADA RAMP
5
G2.2
DETECTABLE WARNING
9
G2.2
9/21/2024 10:38:11 PM
8'-5"7'-11"5'-5 3/4"8'-5"9'-6"20'-4"
(E)61'-0"±
12
'
-
1
"
18
'
-
3
"
7'
-
9
"
(E
)
2
6
'
-
0
"
±
1'-0"11'-8 3/4"6'-6"8'-3 1/2"10'-0"7'-7"6'-8"4'-2 3/4"
(E)56'-3"±4'-9"
4'
-
7
3
/
4
"
(E
)
2
6
'
-
0
"
±
1'
-
6
"
5'
-
5
"
6'
-
8
"
6'
-
8
"
12
'
-
1
"
4'
-
3
"
8'
-
4
"
5'
-
1
1
"
8'-9 1/2"26'-1 1/2"5'-11"
8'
-
0
"
5'-0"
5'
-
0
"
5'-0"
5'
-
0
"
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
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3/8" = 1'-0"
FLOOR PLAN
First Fruition
Office
A2.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
ROOM FINISH SCHEDULE
Number Name Wall Finish Ceiling Finish Floor Finish Area
UNIT A
1 WAITING & CASHER
AREA
GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES VINYL COMPOSITE TILE 106 SF
2 OPEN OFFICE GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES VINYL COMPOSITE TILE 325 SF
3 ADA RESTROOM CERAMIC TILE GYP. BOARD WITH SATIN PAINT CERAMIC TILE 52 SF
UNIT B
4 WAITING AREA GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 93 SF
5 OFFICE 1 GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 107 SF
6 OFFICE 2 GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 95 SF
7 OFFICE 3 GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 60 SF
8 OFFICE 4B GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 38 SF
9 OFFICE 5 GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 95 SF
10 HALLWAY GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 116 SF
11 CASHER'S AREA GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 89 SF
12 ADA RESTROOM CERAMIC TILE GYP. BOARD WITH SATIN PAINT CERAMIC TILE 51 SF
13 RESTROOM CERAMIC TILE GYP. BOARD WITH SATIN PAINT CERAMIC TILE 32 SF
14 OPEN OFFICE GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES GYP. BOARD WITH SATIN PAINT 95 SF
15 OFFICE 4A GYP. BOARD WITH SATIN PAINT ACOUSTIC CEILING TILES VINYL COMPOSITE TILE 49 SFFLOOR PLAN KEYNOTES
TOILET REQUIREMENT TABULATION
TOTAL OFFICE AREA: 1270 S.F.
OCCUPANCY LOAD: 1270 S.F./200 = 6.35 = 7
(BASE ON "GROUP B", TABLE "A" 2016 CPC)
PLUMBING FIXTURES REQUIREMENT:
(BASE ON OFFICE/ PUBLIC BUILDING, TABLE "422.1" 2016 CPC)
(FOR UNISEX RESTROOM)
WATER CLOSET: 1 REQUIRED (ONE FIXTURE PROVIDED)
URINAL: 1 REQUIRED (ONE FIXTURE PROVIDED)
LAVATORY: 1 REQUIRED (ONE FIXTURE PROVIDED)
(FOR EXISTING RESTROOM TO REMAIN)
WATER CLOSET: 1 PROVIDED
LAVATORY: 1 PROVIDED
SERVICE SINK: 2 (SEE FLOOR FOR LOCATIONS)
LIGHTING NOTES
1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE
ILLUMINATED AT ALL TIMES WHEN THE BUILDING SPACE IS OCCUPIED)
(1006.1)
1. PROVIDE TACTILE EXIT SIGN AT WALL SEE DETAIL 2/A3.0
2. EXISTING 1 HOUR PARTY WALL TO REMAIN; OCCUPANCY GROUP "B" TO
"B"
1.
2.
3.
4.
5.
6.
7.
NOTES:
NO MEDICAL GASES ARE PROPOSED TO BE ON SITE.
THIS PROJECT IS A GENERAL PRACTICE OFFICE, NOT AN OSHPD
FACILITY.
WALLS AND PARTITIONS WITHIN TWO FEET OF SERVICE SINKS,
URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN FOUR
FEET ABOVE THE FLOOR. CBC 1210.2.2. DRYWALL BY ITSELF IS NOT
ENOUGH.
FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP
RESISTANT TYPE. CBC 11B-302.1.
VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES
MAY BE 1/4 INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT.
CHANGES IN LEVEL GREATER THAN 1/4 INCH AND NOT EXCEEDING 1/2
INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER
THAN 1:2> CBC 11B-303.
ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY
THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND
RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND
VENTILATING EQUIPMENT SHALL BE LOCATED WITHIN ALLOWABLE
REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM
OF THE OUTLET BOX AND HIGH REACH SHALL BE MEASURED TO THE
TOP OF THE OUTLET BOX. CBC 11B-308.1.1.
OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL
NOT REQUIRE TIGHT GRASPING, PPINCHING, OR TWISTING OF THE
WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE
FIVE POUNDS MAXIMUM. CBC 11B-309.4.
1.
2.
3.
FINISH NOTE:
GYP. BOARD WITH SATIN PAINT FSI =15 , SDI = 0
ACOUSTIC CEILING TILE FSI = 15 , SDI = 0
CERAMIC TILE FSI = 15 , SDI = 0
PROPOSED FLOOR PLAN
SCALE: 3/8" = 1'-0"
NORTH
OPEN OFFICE
(2)
WAITING & CASHIER AREA
(1)
ALL GENDER
(UNISEX)
ADA RESTROOM
(3)
WAITING AREA
(4)
CASHIER'S AREA
(11)
OFFICE 1
(5)
OFFICE 2
(6)
OFFICE 3
(7)
OFFICE 4B
(8)
OFFICE 4A
(15)
OFFICE 5
(9)
ALL-GENDER (UNISEX)
ADA RESTROOM
(12)
RESTROOM
(13)
HALLWAY
(10)
OPEN OFFICE
(14)
1
LEGEND
E
EXISTING INTERIOR WALLS TO REMAIN
NEW 2x WOOD STUD WALL WITH 5/8" REGULAR
GYPSUM BOARDS ON BOTH SIDES
- SEE STRUCTURAL
NEW DOOR NUMBER
EXISTING DOOR / WIN TO REMAIN
A WINDOW NUMBER
EXISTING EXTERIOR WALLS TO REMAIN
1 9/17/24
DOOR HARDWARE:
1-1/2 PAIR FULL MORTISED STAINLESS STEEL BUTT HINGES (4-1/2"x4-1/2") MCKINNEY MPB91, 630 FINISH
HEAVY DUTY OVERHEAD CLOSER, LCN 1461
LEVER HANDLE WITH KEY OUTSIDE AND PUSH BUTTON INSIDE LOCKSET (ANSI F82/SCHLAGE D50PD LESS CORE, RHODES
LEVER 626, BEST CORE W/ 626 FINISH, KEY SHALL BE SEPARATE FROM ALL OTHER LOCKS
12"x34" STAINLESS STEEL KICK PLATE (BOTH SIDES)
FLOOR STOP, TRIMCO 1211 DOME STOP, 626 FINISH
HARDWARE REMARKSRATINGFRAMEMATERIAL
DOOR SCHEDULE
SIZENO.
N/A SEE BELOW3'-0"x7'-0"x1-3/4"16 GA. HOLLOW
METAL
DOOR AND FRAME
FACTORY PRIMED3/4" INT GRADE
SOLID WOOD CORE1
1
1
1111
1
1
1
1
E
E
E
EE
(N) GAS WATER HEATER
SEE PLUMBING DWG
1
1&2
G2.3
WATER CLOSET CLEARANCE
2 10/16/24
1&2
G2.3
WATER CLOSET CLEARANCE
2 2
N/A3'-0"x7'-0"x1-3/4"16 GA. HOLLOW
METAL
(E)DOOR AND FRAME
FACTORY PRIMED3/4" INT GRADE
SOLID WOOD COREE SEE BELOW
2
10/16/2024 9:16:35 PM
FE
FE
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EX
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EX
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Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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As indicated
CEILING PLAN
First Fruition
Office
A2.1
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
LEGEND
EMERGENCY LIGHT WITH 90 MINUTE BATTERY
BACKUP OR UNIT MOUNTED EMERGENCY INVERTER.
PROVIDE UNSWITCHED HOT WIRE AS NOTED.
EXIT
FE FIRE EXTINGUISHERS TO BE 2A:10B:C,
FIRE EXTINGUISHERS SHALL BE LOCATED ALONG
NORMAL PATHS OF TRAVEL EVERY 75 FEET
INSIDE THE STORE AND SHALL BE MOUNTED ON
THE WALL SO THE TOP IS 5' ABOVE THE FLOOR
PER CFC 906.1
SURFACE CEILING MOUNTED DOWN LIGHT
REFER TO ELECTRICAL DRAWINGS FIXTURE TYPE
EXIST SIGN ONLY
EMERGENCY LIGHT WITH 90 MINUTE BATTERY
BACKUP AND EXIT SIGN
2'x2' SUSPENDED LED LIGHT FIXTURE ON CEILING
SYSTEM PER PLANS, REFER TO ELECTRICAL
DRAWINGS FOR FIXTURE
REFLECTED CEILING PLAN
SCALE: 3/8" = 1'-0"
NORTH
2'x4' SUSPENDED LED LIGHT FIXTURE ON CEILING
SYSTEM PER PLANS, REFER TO ELECTRICAL
DRAWINGS FOR FIXTURE
NOTES:
1. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF
ASTM C635 AND ASTM C636. CBC 808.1.1.1.
2. THE MEANS OF EGRESS SERVING A ROOM OR SPACE
SHALL BE ILLUMINATED AT ALL TIMES THAT THE ROOM OR
SPACE IS OCCUPIED. CBC 1008.2.
3. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE
NOT LESS THAN ONE FOOT CANDLE AT THE WALKING
SURFACE. CBC 1008.2.1.
4. THE DROPPED CEILING ICC NUMBER IS ESR-1222,
SPECIAL INSPECTION MAY REQUIRE.
(E)(E)(E)(E)(E)
(E)
EXISTING SUSPENDED ACOUSTICAL TILE
CEILING PANEL TO REMAIN AS IS, NO
ALTERATION - TYPICAL
(GENERAL CONTRACTOR TO VERIFY
EXISTING CONDITION, DAMAGE TO REPAIR)
REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL
INFORMATION ON MECHANICAL LAYOUTS.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION ON LIGHTING LAYOUTS.
NEW GYPSUM BOARD WITH TWO COATS
SEMI-GLOSS ENAMEL PAINT WITH
KNOCKDOWN TEXTURE
NEW GYPSUM BOARD WITH TWO COATS
SEMI-GLOSS ENAMEL PAINT WITH
KNOCKDOWN TEXTURE
10/16/2024 9:20:51 PM
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 9"
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 8"
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 9"
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 9"
1/4" = 1'-0"
PROPOSED
ELEVATIONS
First Fruition
Office
A2.2
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1/4" = 1'-0"1 East
1/4" = 1'-0"2 North
1/4" = 1'-0"3 South
1/4" = 1'-0"4 West
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/22/2024 10:59:04 AM
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 9"
2
A3.0
Level 1
0' - 0"
Level 2
9' - 0"
Level Roof
12' - 0"
Level G
-0' - 8"
1
A3.0
(E) ROOF
3/8" = 1'-0"
SECTIONS
First Fruition
Office
A3.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
3/8" = 1'-0"1 Section 1
3/8" = 1'-0"2 Section 2
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1 9/17/24
9/22/2024 11:01:58 AM
A4.0
3
1'
-
6
"
4
R
2
'
-
6
"
1' - 6"
1' - 6"
A4.0
5
6
Level 1
0' - 0"
Level 1
0' - 0"
Level 1
0' - 0"
Level 1
0' - 0"
3/4" = 1'-0"
ADA BATHROOM
First Fruition
Office
A4.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
3/4" = 1'-0"1 UNIT A ADA BATH
3/4" = 1'-0"2 UNIT B ADA BATH
3/4" = 1'-0"3 UNIT A ADA BATH 1
3/4" = 1'-0"5 UNIT B ADA BATH 1
3/4" = 1'-0"6 UNIT B ADA BATH 2
3/4" = 1'-0"4 UNIT A ADA BATH 2
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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9/22/2024 11:07:29 AM
PLAN VIEW @ TYP.
WALL
5/8" TYPE X GYPSUM BOARD
TYPE 'G4' = 2x4 STUDS @ 16" O.C.
TYPE 'G6'= 2x6 STUDS @ 16" O.C.
ADD ACOUSTICAL INSULATION AT
ALL BEDROOM AND BATHROOM
WALLS
5/8" TYPE X GYPSUM BOARD
IN
T
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IN
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PLUMBING PIPE
OR VENT WHERE
OCCURS, TYP.
WALL TYPE PER PLAN
ADJACENT WALL
PLAN VIEW @ WALL
ADJACENT TO OTHER
WALLS
PROVIDE 1/2" MIN.
AIR GAP IN LIEU OF
GYP. BD. AT
LOCATIONS
ADJACENT TO
ANOTHER WALL
1/2" MIN AIR GAP IN LIEU OF GYP. BD.
WOOD OR LIGHT GAUGE STEEL STUDS:
(IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COORDINATE WITH
SUBS FOR PREFERRED STUD TYPE
AND PRICING)
TYPE 'G4' = 16" O.C.
2x4 @ WOOD STUDS
3-5/8" @ STEEL STUDS
TYPE 'G6'= 16" O.C.
2x6 @ WOOD STUDS
6" @ STEEL STUDS
ADD ACOUSTICAL INSULATION AT ALL
BEDROOM AND BATHROOM WALLS
5/8" TYPE X GYPSUM BOARD
1.
2.
3.
4.
NOTES:
PROVIDE FIRE BLOCKING AT 10'-0" O.C. HORIZONTALLY & VERTICALLY.
PENETRATIONS IN A FIRE RATED WALL SHALL BE PROTECTED BY AN
APPROVED FIRE STOP MATERIAL IN ACCORDANCE WITH SECTION
713.3.1
ADD RESILIENT CHANNELS OR PLYWOOD AS NEEDED AROUND WALL
TRANSITIONS TO ALIGN GYPSUM BOARD SURFACES.
SEE STRUCTURAL DWGS FOR PLYWOOD SHEAR PANELS WHERE
OCCURS.
AIR GAP
1/2" MIN.
WRAP STRIP
STEEL COLLAR
PENETRATION
FIRE CODE APPROVED
COMPOUND
FIRE RATED WALL
ASSEMBLY PER PLAN
5/16"
MIN.
1-1/16"
MAX.
THROUGH PENETRATION DETAIL
OWENS CORNING
THERMAFIBER SAFING
INSULATION OR SIMILAR
IWFS4.2 1-HR FIRE-RESISTANT / STC 50
INTERIOR LOAD-BEARING WALL
Gypsum Wall Board Type "X"
Resilient Channel
Gypsum Wall Board Type "X"
Gypsum Wall Board Type "X"
Wall Framing, w/ min. 3" batt insulation
GA FILE NO. WP 3244
1-HR FIRE RATING
50-54 STC SOUND
Fire Test: Based on UL14196, 05NK05371, 2-15-05, UL Design U305
Sound Test: NRCC TL-93-118
Fire Design:
Resilient Channels 16" O.C. attached at right angles to one side of 2x4 wood
studs 16" O.C. with 1-1/4" Type S screws. Base layer 5/8" Type X gypsum wall
board or gypsum veneer base applied at right angles to channels with 1" Type
S screws 8" O.C. with vertical joints located midway between studs. Face layer
5/8" Type X gypsum wallboard or gypsum veneer base applied at right angles
to channels w/ 1-5/8" Type S screws 8" O.C.. Face layer joints 3" mineral or
glass fiber insulation in stud space.
Opposite side: Base layer 5/8" Type X gypsum wallboard or gypsum veneer
base applied parallel or at right angles to studs with 6d cement coated nails,
1-7/8" long, 0.0915" shank, 15/64" heads, 7" O.C..
Vertical joints staggered 16" on opposite sides.
Sound design:
Sound tested as constructed for fire.
As indicated
ASSEMBLIES, DETAILS
First Fruition
Office
A7.0
817 S 1ST AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1 1/2" = 1'-0"2 TYPES G4 & G6 - NONRATED
4"
1" = 1'-0"3 THROUGH WALL PENETRATION
1 1/2" = 1'-0"
D4 1HR 50 STC
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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9/22/2024 11:09:13 AM
S-3
DATE
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JOB NO.
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1/4" = 1'-0"
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WALL LEGEND
TENANT IMPROVEMENT NON-BEARING
WALL FOUNDATION PLAN SCALE:1/4"=1'-0"
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11B
S-2
TYP.S-211BS-2
TYP.S-2
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S-2
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TYP.
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TYP.S-211BS-2
TYP.
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TYP.AS-4
TYP.
AS-4
TYP.
09/05/2024
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they shall be distributed so that the load does not exceed the design live load.
8. Where construction materials are temporarily stored on roof or floor framing,
contract documents. details, the Architect shall be notified and he will interpret the intent of the
specifications and notes on the drawings of between general notes and specific
7. In all cases where a conflict may occur, such as between item covered in
structural work. and other items to be embedded in concrete or otherwise incorporated in
openings required for ducts, pipes and for all pipe sleeves, electrical conduits
6. See mechanical, plumbing and electrical drawing for size and location of all
shall check all dimensions.
5. The contractor shall be responsible for coordinating the work of all trades and
National State and Local safety ordinances.
construction. Safety and bracing requirements shall be in accordance with all
construction and shall provide adequate shoring , bracing and guide during
4. The contractor shall be responsible for the safety of the building during
3. All materials and workmanship shall conform to the drawing and specifications.
2. All work shall conform to the requirements of the code.
1. "Code" where referred to herein refers to C.B.C building Code 2022 Edition.
GENERAL NOTES:
8. Saturate the soil 18" deep before placing the concrete slab.9. Grading & footing to inspected & certified by the soil engineer prior to pouring the concrete.
7. All Holddown hardware, anchor bolts & rebar to be secured in place prior to
@ 48" O.C with plate washer 3x3x0.229" unless noted.
5. Shear walls denote full length and full height of the wall.
4. See detail on 1/S-1 for typical slab on grade. control joints, and slab3. See detail on plan/S-1 for shear wall indicated by
1. For floor dimension, curbs, under floor ducts, conduits, etc.
6. Anchor bolts are 5/8" Ø
depression details.
2. Verify all condition in field.
call inspection.
FOUNDATION NOTES:
provisions outlined in Portland Cement Association Spec. ST26.
5. vibration: Vibration of concrete shall be in accordance with the general
4. Maximum slump of concrete used in floor slab at flat work shall be four(4)
3. Strengths: Ultimate compressive strength 28 days ----F'c=2500 psi. shrinkage characteristics of less than 0.04
type (150 Ib/ cu. ft.). Aggregate shall conform to A.S.T.M. C-33 with proven
2. All concrete unless otherwise noted on plans will be regular weight hard rock
1. Cement : Type I or Type II conforming to A.S.T.M. C-150 C.B.C.
inches.
CONCRETE:
% as per A.S.T.M C-157
foundation inspection.
10. Continuous inspection required for concrete F'c greater than 2500 psi.
9. Location of construction and pour joints shall be approved by the Architect
before pouring concrete.
8. Anchor bolts, dowels, inserts, etc. shall be securely tied in place prior to specification reports to be forward to the structural engineer.7. Strength tests of concrete shall be required as per code and as outlined in
five days after it placement. Approved curing compounds may be used in lieu 6. Curing: Concrete shall be maintained in a moist condition for a minimum of
of moist curing.
detailed on plans.
In contact with earth (formed) 2" clear
otherwise noted: Deposited against earth 3" clear
5. Provide the following minimum protective covering of concrete unless
latest edition of "The manual of Reinforcing Steel Practice for Reinforced
4. All reinforcing steel shall be supported and tied in conformance with the
3. Certification and testing of reinforcing steel shall be in accordance with the
Concrete Structures".
provision of A.S.T.M. standards.
or 2'-0" minimum whichever governs. All splices shall be located as
2. Unless otherwise noted, all reinforcing steel shall be lapped 36 bar diameter
b. Deformations shall be in accordance with A.S.T.M. A305.
1 a. All reinforced steel to conform to A.S.T.M. specification A615 Grade 60 unless noted otherwise on plans.
REINFORCING STEEL:
FRAMING NOTES:
4. See 11/S-2 for typical wall sheathing detail.
3. Wood diaphragm to be inspected and approved by Building
10" O.C> in intermediated (field).
6" O.C. in all other edges,
with 10d common nail at: 6" O.C. in boundary,
2. Floor sheathing to be 5/8" CD T&G plywood or OSB (INDEX 32/16)
12" O.C. in intermediated (field). 6" O.C. in all other edges,
8d common nail at: 6" O.C. in boundary,1. Roof sheathing to be 1/2" CDX plywood or OSB (INDEX 24/0) with
Department prior to covering.
11. The max. depth of notching shall not exceed 1/4 the depth at the end of spans.
18. roof plywood shall be bond w/ INT. & EXT. type where exposed to weather.
17. Stucco lath & drywall shall be nailed to all studs & to top & bottom PL.
16. 2--layer #15 black paper covered plywood sheathing for shear wall.
15. Holddown shall be tight before covered plywood sheathing.
14. Roof sheathing requires nailing inspection before covered.
13. Provide double joist under parallel bearing partitions.12. Provide solid 2x blocking under partitions perpendicular to floor joist.
and shall not be located in the middle 1/3 of the span. of the span.10. The max. depth of notching shall not exceed 1/6 the depth of the member.
9. A certificated of compliance will be provided for the laminated beams.8. Structural observation will be performed when required by the Building official.7. See shear wall denote full length and full height of the walls.6. See detail on framing plan for shear wall indicated by 5. See 3/S-2 for typical diaphragm detail and notes.
b. 4x grade No.1 typical U.N.O.
11. Joist hangers and other connectors shall be Simpson strong ties or equal.10. All wood bearing on concrete or masonry shall be pressure treated Douglas Fir.
diaphragm nailing requirements.
9. Edges of all opening through roof or floor shall be nailed per boundary of plywood
shall be identified by a registered stamp or brand.
plans with exterior glue conforming to product Standard PSI--95. Each sheet
8. Structural plywood shall be DEPA grade, Structural I, thickness as noted on
7. Minimum nailing for all wood members shall be as per code unless specifically noted detailed or approved by the Architect.6. Framing members shall not be notched in any manner except where specifically
5. Standard steel washers shall be used on all heads and nuts bearing on wood.
4. The bridging shall be provided as per code.
than 4'-0" O.C. unless noted otherwise, there shall be one bolt within 9" of each
Douglas Fir bolted to concrete with 5/8" x 10" anchor bolt space not more
3. Sills under stud partitions in contact with concrete shall pressure treated.2. Studs, plates, sills and blocking to be grade #2 Douglas Fir or better
c. post grade No.1 typical U.N.O.
a. 2x grade No.2 typical U.N.O.1. All horizontal load carrying member and posts to be Douglas Fir Larch north.WOOD FRAMING:
4. Building Weight = 45.35 kips.
3. Response Modification Coefficient. R=6.5 (Wood Structure Panel)
SDS = 1.628 SD1 = 0.828.
Design Seismic Force (ASD value) = 12.920 kips.
Site Class D, Ss = 2.035 S1 = 0.731, SMs = 2.442, SM1 = 1.243
2. Seismic Design Data: Seismic Design Category : D
b. Typical live load for roof =20 psf
a. Dead loads for roof =9.1 psf
1. Design Load:
STRUCTURE DESIGN DATA
drawings to the Architect for approval prior to fabrication.
specializing in this type of work. The fabricator shall submit complete shop
5. The glued laminated beams shall be furnished by a licensed fabricator
shall be accompanied by a Certificate of inspection.
4. Each glued laminated beam shall be stamped with identification number and
Architect & building department prior to erection.
approved inspection agency. A certificate of inspection shall be provided for the
3. All structural glued laminated timber shall be inspected during lamination by an
AITC 117-71 or combination 24F-V8 with hem fir lamination per AITC.
2. Glued laminated beams shall be combination 24F-V4, Douglas Fir and Larch per
commercial standard, CS-253,
1. Materials, manufacture and quality control shall be in conformance with
STRUCTURAL GLUE LAMINATED TIMBER:
"Structural Glued Laminated Timber"
5. Provide tests as may be required by the building official.
parts sand and two parts pea gravel to be of fluid consistency.
compressive strength of 2500 psi at 28 days. Use one part cement, three
4. Grout used shall conform to A.S.T.M. designation C476-71 with a minimum
putty, and four and one-half parts sand.
2500 psi at 28 days. Mix one part Portland Cement, one half part lime
3. Mortar used shall be Type S with a minimum compressive strength of
2. All units shall have a minimum compressive strength of 1500 psi.
1. Concrete block, Type I, Grade N-1.
MASONRY NOTES:
inspector prior to framing approval.
to the job inspector prior to framing approval.
10. A certificate of fabrication or report from the special inspector must be furnished
exercised to prevent undercutting or reducing the selection of materials at welds.
deposited by not more than 1/4" thick passes. Particular care shall be
shall have 1/4" extra length each end to allow for craters. Weld shall be
noted on details are net and do not include allowance for craters. All welds
warping or distortion of the structural members be minimized. Length of welds
suitable means for clamping or holding members during welding in order that
requirements for electric arc welding of AWS Spec. The contractor shall provide experienced and certified welders in accordance w/ the standards and
electrodes in conformation to local building code. All welding shall be done by
9. Electric arc weld process by operators approved by board of AWS using E--70xx
be a part of the special inspection required of section.
compliance with approved standards and job specification. This testing shall
8. Ordinary moment framing shall be test by nondestructive methods for
welding and ordinary framing.
7. Continuous Inspection required during installation of High--Strength bolts field
place as directed by the manufacturer.
6. All grout under steel bearing plates shall be solid drypack or non--shrink grout
the Architect and approval obtained prior to fabrication.
5. Shop drawing s for all structural and miscellaneous steel shall be submitted to the
fabrication or report from the special inspection must be furnished to the job
approved by L.A. city or county building department and a certificate of
4. All structural steel shall be fabricated and erected by a licensed fabricator
3. All bolts used shall conform to A325 unless otherwise noted.
continuous inspection is required for field welds.
in the shop of a licensed fabricator, except where otherwise noted on plans.
per the A.I.S.C specification. Welds are designed at full stress and must be down
electric arc process and shall be performed with approved electrodes as required
approved by the Department of Building and Safety. All weldings will be done2. All welding is to comply with A.W.S specifications and is to be done by welders
on plans.1. Shall conform to the provisions of A.S.T.M. A--36 unless otherwise noted
STRUCTURAL STEEL
SOIL INFO.:
24" below lowest finished grade is: 1500 psf. for spread footings, 1500 psf.
2. The soil bearing value used for design of footing upon undisturbed soils and
1. The foundation designed is based on the recommendations by C.B.C. TABLE
1806.2.
5. Seismic Resistance System = Light Frame(wood) wall sheathed plywood system.
Seismic Resistance Coeff., Cs = 0.313.
6. Wind Load Design Data: Basic Wind Speed: 95 mph. Occupancy Category = II.
Exposure Category = C., Adjustment coefficient = 1.3 ʎ
Wind Load: (longitudinal direction) = 8.008 kips (ASD value).
Seismic Load Control.
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COLD FORMED METEL STUD
6
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#8 SCREW 6" O.C. AT EDGE AND 12" O.C. AT INTERMEDIATE SUPPORTS.
FROM ENDS
32" O.C. & 4" MAX.
DS 47 P10 PIN @
(N) TRACK w/ "HILTI"
11 10
TYPICAL BASE TRACK ANCHOR BOLTS SPACING
TOP TRACK
(SAME GAGE AS STUD).
3/8"Ø X 2" LONG
LAG SCREW @16" O.C.
NON-BEARING WALL / ROOF CONNECTION TYPICAL TOP TRACK SPLICE
NON-BEARING WALL
SEE DETAIL 1/- FOR STUD
SCHEDULE
(1) #8 SCREW EA. STUD FLANGE TO TRACK
9
7 6
3NON-BEARING OPENING LINTEL CONNECTION
SINGLE-PLY GYPSUM
WALLBOARD AND/OR GYPSUM
LATH
WALL COVERING
*SEE TABLE FOR MIN. ATTACHMENT
(4) #8 SCREWS TO EA. BLOCKING
(1) #8 SCREWS TO EA. STUD FLANGE
(2) #8 SCREWS TO EA. STUD FLANGE
TRACK OR STUD BLOCKING SAME GAUGE AS STUDS AT
EA. END OF WALL AND @ 8'-0" O.C. MAX
(1) #8 SCREW EA. STUD FLANGE TO TRACK
CONTINUOUS 1 1/2" X 20 GA. STRAP OR COLD ROLLED
CHANNEL w/ TRACK BLOCKING
CONTINUOUS BOTTOM TRACK
(ATTACHED TO STRUCTURE)
8TYPICAL METAL STUD WALL BRACING
BOTTOM TRACK
TOP TRACK
JA
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HEADER TRACK
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(1) #8 SCREW EA. STUD FLANGE TO TRACK
CONTINUOUS TOP TRACK
(ATTACHED TO STRUCTURE)
2TYPICAL METAL STUD WALL FRAMING
F
ED
BA
2. SEE PLANS FOR WALL SHT'G. OR LET IN BRACING WHERE REQ'D.
THIS DWG. AND PLANS TYP., UNLESS NOTED OTHERWISE ON PLANS.
1. FOR STUD WALL SIZE AND SPACING, REFER TO STUD WALL SCH.
NOTE:
C
(N) "HILTI" 12-14X2HWH#5
SCREW @ 24" O.C. TYP.
STUD TO COLUMN
(N) OR (E) CONC. CMU BLOCK WALL
OR CONC. TILT-UP WALL
(N) OR (E) WD. POST
(N) 16d@ 24" O.C. TYP.
(N) STUD TYP.
(N) #8 GA. SCREW
@ 32 " O.C. TYP.
STUD TO STUD
(N) STUD TYP.
(N) OR (E) STL. COL.
(N) STUD TYP.
1STUD, JAMB, ALCOBOND-CURTAINWALL SCHEDULE
NON-BEARING WALL BASE TRACK CONNECTION5
4NON-BEARING OPENING LINTEL CONNECTION
(1) #8 SCREWS AT
CENTER LINE OF JAMB
1"
1"
(2) #8 SCREWS AT
MIN. 2" O.C. APART
(2) #8 SCREW EA.
SIDE OF JAMB
CUT & BEND TRACK
DOWN
JAMB STUD
4"
(1) #8 SCREW EA. SIDE OF JAMB
EQ.EQ.
METAL TRACK. SAME GAGE AS
STUDS
1
3
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4
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1
1
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2
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3/
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3/8"
3/
8
"
CRIPPLE STUD w/
(1) #8 SCREWS TO EA. STUD FLANGE
(2) #8 SCREWS TO JAMB
(3) #8 SCREWS AT EA. FACE
1 1/2" X 1 1/2" X 16 GA. CLIP ANGLE AT EA. END OF
OPENING W/
(1) #8 SCREW EA. STUD FLANGE TO TRACK
TYPICAL
(2) #8 SCREWS TO JAMB
(1) #8 SCREWS TO EA. STUD FLANGE
CRIPPLE STUD w/
METAL STUD HEADER SAME AS WALL STUDS
w/ (1) #8 S.M.S. AT TOP AND BOTTOM @16"
O.C.
SEE BASE TRACK
ANCHORAGE DETAIL 9
THIS SHEET
BASE TRACK
METAL TRACK. SAME GAUGE AS
STUDS
METAL TRACK. SAME GAUGE AS
STUDS
JAMB STUD
NOTE:
HOLES GREATER THAN 1/16" OVERSIZE SHALL RECEIVE WELD
WASHERS.
HILTI DN 72536 0.125" SHOT PIN. ICC ESR 1663
WHERE TRACK IS CUT OR DRILLED MORE THAN 1/3 OF THE
WIDTH OF THE TRACK, PROVIDE ADDITIONAL SHOT PIN EACH
SIDE AT 9" MAX. DISTANCE FROM THE EDGE OF THE CUT OR
DRILLED HOLE.
CONTINUOUS BOTTOM TRACK
9"
M
A
X
9" MAX 9" MAX 9" MAX
TYPICAL COUNTER GLASS INSERT FRAMING DETAIL
ROOF TRUSS BOTTOM CHORD
OR MIN. 2X BLOCKING w/
(4) 16d NAILS EACH END.
DATE
DRAWN
SCALE
JOB NO.
DWG. NO.
P.C.
1/4" = 1'-0"
CRIPPLE STUD w/
(1) #8 SCREWS TO EA. STUD FLANGE
(2) #8 SCREWS TO JAMB
SEE BASE TRACK
ANCHORAGE DETAIL
BASE TRACK
CRIPPLE STUD w/
(1) #8 SCREWS TO EA. STUD FLANGE
(2) #8 SCREWS TO JAMB
(1) #8 SCREW EA. STUD FLANGE TO TRACK
TYPICAL
SEE BASE TRACK
ANCHORAGE DETAIL
BASE TRACK
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WINDOW HEADER
NON BEARING WALL DOOR HEADER
FOR FIRST FLOOR ONLY
BEARING WALL DOOR HEADER
A B C
WALL
WALL
(E) ROOF SHEATHING
2-#8 SCREWS
(E) 2X ROOF JOIST
(E) 2X ROOF JOIST
NON-BEARING METAL STUD
PARTITION WALL BRACING
1. SEE ALL DETAIL IN S-2 FOR WALL ASSEMBLY.
NOTE:
A
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DRY WALL BOTH SIDE OF THEMETAL STUD WALL. SEE ARCHITECT'SPLANS
& CEILING
(E) CMU WALL
(E) CMU WALL LINTEL
HILTI DS 47 P10 PIN
@ 24" O.C.
3-5/8" METAL CEILING JOIST@ 16" O.C.
3-5/8" METAL STUDWALL PER PLAN
10B-----
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DATE
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JOB NO.
DWG. NO.
P.C.
1/4" = 1'-0"
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T
A
R
I
O
C
A
9
1
7
6
1
COLD FORMED METEL STUD
WALL LEGEND
TENANT IMPROVEMENT NON-BEARING
WALL FRAMING PLAN SCALE:1/4"=1'-0"
(E
)
L
I
N
T
E
L
(E
)
L
I
N
T
E
L
(E) LINTEL (E) LINTEL
(E
)
L
I
N
T
E
L
(E
)
H
D
R
(E) HDR (E) HDR
(E
)
L
I
N
T
E
L
RE
M
A
I
N
ON
L
Y
R
E
M
O
V
E
T
H
E
E
X
I
S
T
I
N
G
DO
O
R
A
N
D
D
O
O
R
F
R
A
M
E
S-211AS-2
TYP.
S-211AS-2
TYP.
S-211AS-2
TYP.
S-211AS-2
TYP.
S-211AS-2
TYP.
S-211AS-2
TYP.
S-211AS-2
TYP.
S-210AS-2
TYP.
S-210AS-2
TYP.
S-210AS-2
TYP.
S-210AS-2
TYP.
S-210AS-2
TYP.
S-210AS-2
TYP.
S-2
12
S-2
TYP.
3-5/8" METAL CEILING JOIST@ 16" O.C.
2-#8 SCREWS
(E) ROOF SHEATHING(E) ROOF JOIST
(E) ROOF JOIST
A
-----A-----
TYP.
-----A-----
TYP.
09/05/2024
SC 20240905
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
81
7
S
.
1
S
T
A
V
E
.
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T