HomeMy WebLinkAboutItem 7c. Attachment A - Mission Plaza Project Plans (Spec. 91439-01)_High Resolution PlansCITY LIMITS
CITY LIMITS
Reference Documents:
City Standard Specifications - August 2020 Edition
City Engineering Standards - August 2020 Edition
DATUM:
SAN LUIS OBISPO COUNTY, CALIFORNIA
MISSION PLAZA
RESTROOM & KIOSK
APPROVED BY
SPECIFICATION NO.DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
02.21.2024
91439-01 FILE NO./LOCATION
No. C 79870
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G001
TOPOGRAPHIC SURVEY
PREPARED BY:WALLACE GROUP
DATE:JANUARY, 2016
PROJECT No.:0061-0084
0256-03-CU20
SURVEY NOTES
1.ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON
ARE BASED ON GROUND DISTANCES.
2.THE CONTOUR INTERVAL IS 1 FOOT.
3.THIS SURVEY WAS DONE FOR THE PURPOSE OF MASTER PLAN DESIGN
FOR THE MISSION PLAZA AND SURROUNDING STREETS.
4.UNDERGROUND UTILITY LOCATIONS ARE PLOTTED BASED ON ABOVE
GROUND PAINT MARKS BY OTHERS, ABOVE GROUND SURFACE
STRUCTURES. ACTUAL LOCATION MAY DIFFER. ADDITIONAL
UNDERGROUND UTILITY LINES MAY EXIST. FOR MORE INFORMATION
REGARDING UTILITY LOCATION, SIZE, DEPTH, CONDITION, AND
CAPACITY CONTACT UTILITY OR MUNICIPAL/PUBLIC SERVICE FACILITY.
5.UNDERGROUND PIPE SIZES ARE BASED ON VISUAL OBSERVATIONS
MADE FROM THE SURFACE AND ARE APPROXIMATE.
6.EASEMENTS AFFECTING THE PROPERTY SHOWN HEREON MAY EXIST.
NO TITLE INFORMATION WAS PROVIDED. NO ATTEMPT HAS BEEN
MADE TO PLOT EASEMENTS.
CORDINATES SHOWN ARE BASED ON HORIZONTAL CONTROL POINTS
8044 & 8046 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007
HORIZONTAL CONTROL NETWORK (NORTH AMERICAN DATUM OF 1983
(NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA). THE BEARING
BETWEEN CONTROL POINTS BEARS NORTH 88°16'09.74" EAST 1240.47'
ELEVATIONS SHOWN ARE BASED ON THE CITY OF SAN LUIS OBISPO
BENCHMARK SYSTEM 2007 REFERENCED TO BENCHMARK NO. 373
WITH AN ELEVATION OF 193.02'. CITY BENCHMARK SYSTEM IS BASED
ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
NOTE: THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM 2020
REFERENCES BENCHMARK NO. 373 WITH AN ELEVATION OF 192.86'
(NAVD88).
sheet no.description
GENERAL
G001 TITLE SHEET
G002 GENERAL NOTES
G003 CONDITIONS OF APPROVAL
CIVIL
CD101 DEMOLITION PLAN
CG101 HORIZONTAL CONTROL PLAN
CG102 GRADING, DRAINAGE & UTILITY PLAN
CG103 EROSION CONTROL PLAN
ARCHITECTURAL
G-101 GENERAL NOTES & FINISH SCHEDULE
G-103 ACCESSIBILITY DETAILS
G-104 ACCESSIBILITY DETAILS
G-105 CAL GREEN REQUIREMENTS
G-106 CAL GREEN REQUIREMENTS
G-107 CAL GREEN REQUIREMENTS
AK101 FLOOR PLAN & DOOR SCHEDULE
AK102 ROOF PLAN
AK103 REFLECTED CEILING PLAN
AK301 EXTERIOR ELEVATIONS & SECTION
AK501 INTERIOR ELEVATIONS
AK601 WALL SECTIONS
AR101 FLOOR PLAN & DOOR SCHEDULE
AR102 ROOF PLAN
AR103 REFLECTED CEILING PLAN
AR301 EXTERIOR ELEVATIONS
AR302 EXTERIOR ELEVATIONS
AR401 BUILDING SECTIONS
AR501 INTERIOR ELEVATIONS
AR601 WALL SECTIONS
A-901 DETAILS
A-902 DETAILS
A-903 DETAILS
A-911 ADOBE DETAILS
LANDSCAPE ARCHITECTURAL
TP001 TREE PROTECTION PLAN
TP501 TREE PROTECTION DETAILS & NOTES
LC101 CONSTRUCTION PLAN
LC501 CONSTRUCTION DETAILS
LC502 CONSTRUCTION DETAILS
LC503 CONSTRUCTION DETAILS
LC504 CONSTRUCTION DETAILS
LC505 CONSTRUCTION DETAILS
LI101 IRRIGATION PLAN
LI201 IRRIGATION HYDROZONE PLAN
LI501 IRRIGATION DETAILS
LI502 IRRIGATION DETAILS
LP101 PLANTING PLAN
LP501 PLANTING DETAILS
STRUCTURAL
S-101 SHEET INDEX, ABBREVIATIONS & SYMBOLS
S-102 GENERAL NOTES
S-103 GENERAL NOTES
S-104 GENERAL NOTES
S-105 SPECIAL INSPECTIONS & TESTS
S-201 RESTROOM FOUNDATION & ROOF FRAMING PLAN
S-211 KIOSK FOUNDATION & ROOF FRAMING PLAN
S-221 CMU ELEVATIONS
S-301 TYPICAL CONCRETE DETAILS
S-302 TYPICAL CONCRETE DETAILS
S-303 FOUNDATION DETAILS
S-401 TYPICAL MASONRY DETAILS
S-402 TYPICAL MASONRY DETAILS
S-403 TYPICAL MASONRY DETAILS
S-404 TYPICAL STEEL DETAILS
S-405 TYPICAL STEEL DETAILS
S-406 TYPICAL STEEL DETAILS
S-407 TYPICAL STEEL DETAILs
S-411 STEEL DETAILS
S-412 STEEL DETAILS
ELECTRICAL
E-001 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS
E-002 SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE
E-003 ELECTRICAL DETAILS
E-004 ELECTRICAL DETAILS
E-005 ELECTRICAL DETAILS
E-006 ELECTRICAL DETAILS
E-007 ELECTRICAL DETAILS
E-008 ELECTRICAL DETAILS
ED-101 ELECTRICAL DEMOLITION SITE PLAN
ED-102 EXISTING ELECTRICAL SITE PLAN
EK-101 ELECTRICAL KIOSK FLOOR PLANS
ER101 ELECTRICAL RESTROOM FLOOR PLANS
ES-101 ELECTRICAL SITE PLAN
ET24101 ENERGY COMPLIANCE DOC. - INTERIOR LIGHTING
(RESTROOM)
ET24102 ENERGY COMPLIANCE DOC.-INTERIOR LIGHTING (KIOSK)
PLUMBING
P1.0 PLUMBING NOTES, SCHEDULES, LEGEND &
ABBREVIATIONS
P2.0 PLUMBING DETAILS
P3.0 PLUMBING FLOOR PLANS (RESTROOMS) WASTE AND
WATER
P3.1 PLUMBING FLOOR PLANS (KIOSK) WASTE AND WATER
index to plans
sheet no.description
Phone:
Fax:
OWNER
City of San Luis Obispo Public Works
990 Palm Street
San Luis Obispo, CA 93401
Shelsie Moore, Supervising Civil Engineer
805-783-7735
Phone:
Fax:
ARCHITECT / LANDSCAPE ARCHITECT / CIVIL / STRUCTURAL
RRM Design Group
3765 S. Higuera St. Ste 102
San Luis Obispo, CA 93401
Kathryn Hicks, Project Manager
(805) 543-1794
(805) 543-4609
Phone:
Fax:
ELECTRICAL ENGINEER
Thoma Electric
3562 Empleo St., Ste. C
San Luis Obispo, CA 93401
Christopher Jose
(805) 543-3850
SCOPE OF WORK
PROJECT GENERALLY INCLUDES, BUT IS NOT LIMITED TO:
·DEMOLITION OF EXISTING SITE IMPROVEMENTS, INCLUDING RESTROOM BUILDING,
TRELLIS STRUCTURE, STONE WALLS, CURBS, GUTTERS, SIDEWALKS, EXISTING
UTILITIES, AND SELECT TREES AND LANDSCAPING.
·CONSTRUCTION OF 504 SF SITE BUILT RESTROOM BUILDING AND 165 SF SITE BUILT
KIOSK AND ASSOCIATED FOUNDATIONS AND UTILITIES.
·CONSTRUCTION OF SURROUNDING PLAZA AND PATIO SPACE, INCLUDING BRICK
PAVEMENT, SEATWALLS, STAIRS, GRANITECRETE PATIO, METAL RAILINGS, BAR
SEATING AREA AND DIGITAL ART KIOSK.
·SITE UTILITES, INCLUDING NEW DOMESTIC WATER SERVICE, SEWER, AND ELECTRICAL.
·SITE FURNISHINGS, INCLUDING BENCHES, TABLES, PLANTER POTS, DRINKING
FOUNTAIN, LIGHT POLES, AND STRING LIGHTS.
·NEW IRRIGATION TO TIE INTO EXISTING SYSTEM.
·NEW LANDSCAPE BOULDERS AND TREE, SHRUB, AND TURF-GRASS PLANTING,
INCLUDING LARGE BOX SPECIMEN OLIVE TREES AT GRANTECRETE PATIO.
PROJECT DIRECTORY
N S E D ARCHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
ARCHITECT OF RECORD
CIVIL ENGINEER OF RECORD MECHANICAL ENGINEER OF RECORD
STRUCTURAL ENGINEER OF RECORD
ELECTRICAL ENGINEER OF RECORD
LANDSCAPE ARCHITECT OF RECORD
7.12.23
EXPIRES: 06/30/26
THOMA #20-8170
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MISSION PLAZA
ENHANCEMENTS
05.14.2024
>>
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SD
PROPERTY/RIGHT-OF-WAY LINE
CENTER LINE
SAWCUT AND CONFORM LINE
LIMIT OF WORK
FENCE LINE
FLOW LINE
GRADE BREAK
TREE PROTECTION ZONE
STRIPING
TYPE II SLURRY SEAL
EXISTING POLE LIGHT
PROPOSED POLE LIGHT
PROPOSED DRINKING FOUNTAIN/BOTTLE
FILLER
STORM DRAIN LINE
WATER LINE
SEWER LINE
ROW
LIMIT OF WORK
GB
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SS
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SD
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EXISTING MANHOLE
EXISTING SIGN
EXISTING WATER VALVE
EXISTING CLEANOUT
EXISTING WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING OVERHEAD LINES
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS
PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN
CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND
STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF
NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION
FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR
PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,
DRAINAGE OR UNDERGROUND FACILITIES.
3.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING
IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO AVOID
DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND MUST REPAIR ANY
FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
4.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO
REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE
CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.
5.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION
TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.
6.CONSULT WITH WITH THE CITY'S ARBORIST PRIOR TO PRUNING OR WORKING WITHIN THE DRIPLINE OF ANY TREE. ALL
PRUNING OF TREES SHALL BE KEPT TO A MINIMUM AND MUST FOLLOW CITY OF SAN LUIS OBISPO STANDARDS.
7.NO TREES, OTHER THAN THOSE INDICATED ON THE DRAWINGS, SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE
CITY.
8.NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE DRIPLINE OF ANY TREE.
9.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO
AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.
10.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE
COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.
11.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA PRIOR TO
COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY
CONSTRUCTION.
12.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY
THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA
LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO
COUNTY.
13.ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B, A20C, A20D,
A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEE
SPECIAL PROVISIONS SECTION 84.
14.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OF PAVING WORK.
15.CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.
16.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.
17.ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, ETC. SHALL BE APPROVED BY CITY PRIOR TO
INSTALLATION.
18.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.
19.PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOT FORM.
THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION.
20.CONTRACTOR SHALL USE PRECAUTION TO PREVENT DISRUPTION OF PROJECT SITE IN AREAS OUTSIDE CONSTRUCTION
ZONE. DAMAGES SHALL BE REPLACED OR REPAIRED BY CONTRACTOR. CONTRACTOR SHALL SUBMIT VIDEO LOG OF
CONSTRUCTION SITE THROUGHOUT DURATION OF PROJECT.
21.THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS BEFORE COMMENCING WORK.
22.PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, INCLUDING
FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR.
23.THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT THEIR OPERATIONS
FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED OR NATIVE VEGETATION, AND
DOMESTIC AND NON-DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE
VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING
FROM THEIR OPERATIONS.
24.CONSTRUCTION LINE AND GRADE STAKES SHALL BE SET BY A CIVIL ENGINEER OR SURVEYOR LICENSED IN THE STATE OF
CALIFORNIA.
25.CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER
SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN
ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.
26.ALL PROTECTIVE DEVICES TO BE INSTALLED BY THE CONTRACTOR, SHALL BE IN PLACE AT THE END OF EACH WORK DAY.
A SAFE PEDESTRIAN PATH OF TRAVEL SHALL BE PROVIDED AT ALL TIMES TO AND FROM BUILDING ENTRANCES TO
PARKING FACILITIES. COORDINATE PEDESTRIAN WALK CLOSURES WITH OWNER PRIOR TO CONSTRUCTION.
27.CONTRACTOR SHALL REFER TO MATERIALS SPECIFICATIONS THROUGHOUT THE APPROVED PLAN SET AND
SPECIFICATIONS. ANY SUBSTITUTIONS OF THE MATERIALS SPECIFIED IN THESE DOCUMENTS SHALL REQUIRE WRITTEN
APPROVAL FROM THE CITY.
28.DURING THE COURSE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE CITY OF SAN LUIS OBISPO
FOR TESTING AND INSPECTION 48 HOURS IN ADVANCE. WORK NOT PROPERLY TESTED AND INSPECTED WILL BE
SUBJECT TO REJECTION.
29.WORK IN AND ALONG PUBLIC STREETS AND PARKING LOTS, ONCE BEGUN, SHALL PROCEED TO COMPLETION WITHOUT
DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC.
30.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL C OF CI/ASCE 38-02 AS DEFINED IN THE GUIDANCE OF THE EXISTING
UTILITY DATA. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATION OF ALL EXISTING UTILITIES IN
THE FIELD PRIOR TO CONSTRUCTION. ALL UTILITIES SHALL BE PROTECTED AND REPAIRED BY THE CONTRACTOR IF
DAMAGED. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES 48 HOURS PRIOR TO
THE BEGINNING OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS IMMEDIATELY TO THE ATTENTION OF THE
CITY.
31.ENTRANCE TO THE SITE AND LAY DOWN AREA DURING CONSTRUCTION SHALL BE SPECIFIED BY THE CITY.
32.CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE
DURING CONSTRUCTION TO THE CITY FOR THE PREPARATION OF RECORD DRAWINGS.
33.ALL CONSTRUCTION SHALL CONFORM TO LATEST EDITION OF CALIFORNIA BUILDING CODE TITLE 24.
34.CONTRACTOR SHALL NOTIFY BUSINESSES OF WORK PRIOR TO COMMENCEMENT OF CONSTRUCTION. COORDINATE
NOTIFICATION EFFORTS WITH CITY OF SAN LUIS OBISPO.
35.THIS PROJECT SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA
MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC),
CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS), AND THE CALIFORNIA ENERGY CODE (CENC), ALL
AMENDMENTS TO THE CA CODES ADOPTED BY THE CITY OF SAN LUIS OBISPO, AND ALL OTHER CODES, REGULATIONS,
AND APPROVALS ESTABLISHED BY THE CITY OF SAN LUIS OBISPO.
1.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLIC
WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND
SPECIFICATIONS.
2.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY, WITHIN CITY
EASEMENTS, OR FOR CONNECTIONS FOR PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES
BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, STREET TREE
PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING
IN THE RIGHT-OF-WAY.
3.CURB, GUTTER, SIDEWALK, OR DRIVEWAY APPROACH DAMAGED BY THE CONTRACTOR IN THE COURSE OF THEIR
WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS ENGINEER.
4.THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS
AT THE END OF EACH DAY.
5.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW
AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
6.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A LICENSED LAND
SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION
8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
7.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING
OFFICIAL AND PUBLIC WORKS ENGINEER DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING
ACTIVITIES.
ABBREVIATIONS
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AP ANGLE POINT
ARV AIR RELEASE VALVE
BCR BEGIN CURVE
BW BACK OF WALK
CB CATCH BASIN
CL/CL.CENTERLINE/CLASS
CMP CORRUGATED METAL PIPE
CONC.CONCRETE
DBH DIAMETER AT BREAST HEIGHT
[OF A TREE]
DI DRAIN INLET
DIP DUCTILE IRON PIPE
EG EXISTING GRADE
EX.EXISTING
ELEV ELEVATION
FDC FIRE DEPARTMENT
CONNECTION
FG FINISHED GRADE
FL FLOWLINE
FS FINISHED SURFACE
FFE FINISHED FLOOR ELEVATION
FW FIRE WATER
HP HIGH POINT
IPS IRON PIPE SIZE
JT JOINT TRENCH
LP LOW POINT
MAX.MAXIMUM
EL.MINIMUM
NTS NOT TO SCALE
PL PROPERTY LINE
PCL PARCEL
PCC PORTLAND CEMENT
CONCRETE
POC POINT OF CURVE/POINT OF
CONNECTION
POT POINT OF TANGENT
PRC POINT OF REVERSE CURVE
ROW RIGHT OF WAY
RET. WALL RETAINING WALL
RP REDUCED PRESSURE
RW RECYCLED WATER
SD STORM DRAIN
SFM SEWER FORCE MAIN
SL STREET LIGHT/SERVICE
LATERAL
SS SANITARY SEWER
STA STATION
STD.STANDARD
TBD TO BE DETERMINED
TBM TEMPORARY BENCHMARK
TC TOP OF CURB
TF TOP OF FOOTING
TP TOP OF PAVEMENT
TG TOP OF GRATE
TYP.TYPICAL
TW TOP OF WALL
UON UNLESS OTHERWISE NOTED
W WATER
WSE WATER SURFACE ELEVATION
THE PROJECT CONSISTS OF:
·SIDEWALK AND PLAZA RECONSTRUCTION
·BUILDING DEMOLITION
·BUILDING CONSTRUCTION
·LANDSCAPING & IRRIGATION
·NET IMPERVIOUS AREA OF LESS THAN 5,000 SQUARE FEET
THE PROJECT IS A REGULATED PROJECT SUBJECT TO CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENT 1
PER RESOLUTION R3-2013-0032. REFER TO PROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.
STORMWATER COMPLIANCE
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EARTHWORK QUANTITIES
AREA OF DISTURBANCE:6,700 SQUARE FEET
MAXIMUM CUT HEIGHT:1 FOOT
MAXIMUM FILL HEIGHT:2 FEET
RAW CUT:80 CUBIC YARDS
RAW FILL:70 CUBIC YARDS
ADJUSTED FILL:
(ASSUME 0% SHRI NK/SWELL)70 CUBIC YARDS
NET QUANTITY:10 CUBIC YARDS EXPORT
THE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCE CALCULATED BETWEEN THE PROPOSED
SUBGRADE AND ESTIMATED EXISTING SUBGRADE SURFACE, AND ARE SUBJECT TO CHANGE. THESE ESTIMATES DO NOT INCLUDE CONSIDERATIONS FOR LOSSES OR
BULKING DUE TO: SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO
ACTUAL FIELD CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT
QUANTITIES. APPROXIMATE QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE
HINGE POINTS IN ORDER TO PROVIDE GRADED PAD AREA ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES, TRANSFORMERS, AND ABOVE GROUND
UTILITY INFRASTRUCTURE.
APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN ABOVE FOR BIKE PATH AREA BETWEEN FOOTHILL BLVD AND RAMONA DRIVE ONLY. APPROXIMATE RAW
EARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORK
QUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF
BIDDING, COST ESTIMATES AND CONSTRUCTION.
PROJECT SOILS REPORT
PREPARED BY:
EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE ROAD
SAN LUIS OBISPO, CA 93401
DATE:OCTOBER 21, 2022
UPDATED:N/A
REPORT NAME:
GEOTECHNICAL ENGINEERING REPORT
MISSION PLAZA RESTROOM AND CAFE
SAN LUIS OBISPO, CALIFORNIA
PREPARER:Robert Down, PE
LICENSE:PE 70206
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CHECKED BY:
APPROVED BY:
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THE PROJECT PROPERTY IS LOCATED WITHIN A FLOOD ZONE AS MAPPED BY FEMA MAP NUMBER 06079C1068G DATED
NOVEMBER 16, 2012. THE LIMITS OF FLOOD ZONE AE ARE DEPICTED ON THE GRADING AND DRAINAGE PLAN SHEET. ALL
PROPOSED STRUCTURES AND UTILITIES SHOWN ON THESE PLANS COMPLY WITH THE CITY OF SAN LUIS OBISPO DRAINAGE
DESIGN MANUAL AND FLOODPLAIN MANAGEMENT REGULATIONS.
FLOODPLAIN AND DRAINAGE COMPLIANCE
LEGEND
GENERAL CONSTRUCTION NOTES
ADDITIONAL NOTES
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CITY SPECIFICATION NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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1. As conditioned, the project is consistent with the goals and policies of the City’s General Plan for development in the Downtown Area and
for Public and Cultural Facilities (Land Use Element (LUE) §§ 4 & 5) and with policies and programs for the treatment of Cultural Resources
(Conservation and Open Space Element (COSE) § 3). The project improves and enhances Mission Plaza’s function as a space to accommodate
public socialization in a setting which is festive and comfortable for public gatherings, walking, and sitting (LUE §§ 4.4 & 4.5). The reconstructed
restroom facilities are sited and designed such that the space is observable from the Plaza walkway and adjacent streets, and the multi-use kiosk
building “activates” the space, to enhance public safety (LUE §§ 4.8 & 4.9). The style and character of the new buildings have been carefully
considered for compatibility with architecturally and historically significant buildings adjacent to the Plaza and in the Downtown Historic District,
and the project involves no changes to the historic Murray Adobe (COSE §§ 3.3.1, 3.3.5, & 3.6.3). Condition of approval #3 requires an
archeological monitoring plan to be prepared and implemented, for the protection of, and avoidance of adverse effects on, potential
archaeological resources, consistent with the City’s Archaeological Resource Preservation Program Guidelines (COSE §§ 3.5.1 & 3.5.4).
2.The project conforms to the standards set forth in the City’s Zoning Regulations. The proposed replacement restrooms, new kiosk, and new
outdoor seating area will provide amenities for continued public use of the property within a Public Facility (PF) Zone and are designed and sited
in a manner consistent with applicable Property Development Standards (Zoning Regulations § 17.10.020 & Ch. 17.48).
3.On April 25, 2022, the Cultural Heritage Committee found the project, as conditioned, to be consistent with the City’s Historic Preservation
Ordinance (SLOMC Ch. 14.01) and with the supporting Historical Preservation Program Guidelines (HPPG). The property is located within the
Downtown Historic District. Consistent with guidelines for construction in historic districts (HPPG §§ 3.1 & 3.2), proposed new buildings are of
limited size and scale, their materials, colors, and detailing have been carefully considered for architectural compatibility with the style and
details exhibited by important historic buildings in the Downtown Historic District, without seeking to directly copy or mimic these buildings, and
they have been sited in a manner that enhances views through to the Murray Adobe from the street (HPPG §§ 3.2.1 & 3.2.2). Condition of approval
#2 requires implementation of monitoring during construction activities to provide protection guidance for work adjacent to the Murray Adobe,
and attention to appropriate surface treatment adjacent to the building to protect it from further moisture damage.
4.The project is consistent with Community Design Guidelines, including Downtown Design Guidelines (CDG Ch. 4). The proposed buildings
are designed with consideration of the site context, incorporating local themes inspired by nearby historic buildings within the Downtown
Historic District, and employ authentic building styles, design elements, and materials (§§ 1.4 (A), 2.1, & 4.2 (D)).
5.The work proposed under the project is categorically exempt from further environmental review, described in the Guidelines for
Implementation of the California Environmental Quality Act (CEQA Guidelines). It involves: replacement of the restroom building on the same site,
for the same purpose and capacity, an existing structure as described in Guidelines
§15302 (Replacement or Reconstruction); construction of a small kiosk building to be put to uses which are allowed in the Public Facilities
(PF) Zone, with all necessary services and facilities available, as described in Guidelines § 15303 (New Construction of Small Structures); and
creation of an outdoor seating area through minor alteration of an existing public facility, as described in Guidelines § 15301.
Please note the project conditions of approval do not include mandatory code requirements. Code
compliance will be verified during the plan check process, which may include additional
requirements applicable to the project.
Planning
1.Conformance to approved plans. Final project design and construction drawings submitted
for building permits shall be in substantial compliance with the plans approved by this
application, and with all conditions of approval. A separate full-size sheet shall be included
in plans submitted for permits, listing all conditions of project approval. Reference shall be
made in the margin of the listed conditions as to where in plans requirements are addressed. Any
change to approved design, colors, materials, landscaping or other conditions of
approval must be reviewed and approved by the Community Development Director.
2.Adobe Protection. A qualified Historic Architect or Architectural Historian with
demonstrated experience working with Adobe structures shall be retained to monitor and
provide protection guidance for any work in the immediate vicinity of the perimeter of the
Murray Adobe. Final plans for construction permits to complete this project shall note this
requirement and construction permits shall not be issued until a monitoring plan has been
approved by the Community Development Director. Improvements adjacent to the base and
perimeter of the Adobe shall be limited to decomposed granite, pea gravel, or similar surface,
appropriately sloped to promote drainage away from the building and protect the building
from damage by moisture, runoff, or new vegetation.
3.Archaeological Monitoring. The applicant shall provide an archeological monitoring plan
prepared by a City-qualified archeologist to be implemented during construction. The plan
shall identify the qualified professional who will conduct the monitoring and circumstances
where a Native American tribal representative or qualified site monitor is required. The plan
shall recommend specific procedures for responding to the discovery of archeological
resources during the construction of the project consistent with § 4.60 of the Archaeological
Resource Preservation Program Guidelines. The plan shall be submitted as a part of the
building permit.
Engineering
4.Plans submitted for construction permits to complete the project shall include an overall site
plan depicting the existing structures, demolitions, new structures, site improvements, and
all trees and their disposition.
5.Plans submitted for construction permits to complete the project shall include a utility plan
showing existing and proposed utility services for reference. The plan shall show the limits
of existing, new, replaced, abandoned, and relocated services where applicable.
6.Plans submitted for construction permits to complete the project shall include a grading and
drainage plan to show the limit and extent of grading and drainage modifications to the plaza.
Improved and re-directed drainage shall be conveyed in a non-erosive manner to an approved
outlet.
7.Plans and materials submitted for construction permits to complete the project shall show
and note compliance with the City’s Floodplain Management Regulations, Drainage Design
Manual (DDM), and Post Construction Stormwater Regulations (PCR). The plans and
supporting documents shall show that the new structures are located above or outside the
mapped Special Flood Hazard Area. The submittal shall include a summary drainage report
in accordance with § 2.3.1 of the Drainage Design Manual. DDM compliance may be
documented as a minor project in a format provided by the city. Post Construction
Stormwater Regulations compliance documentation should clearly describe the relationship
of this first phase of the Mission Plaza Concept Plan to the overall Concept Plan project. The
phased development approach and PCR compliance strategy shall be resolved with the first phase of
permitting to the satisfaction of the Community Development and Public Works
departments.
8.The City supports the proposed tree removals and relocations with compensatory planting as
established by the City Arborist. The building permit plan submittal shall include a tree
preservation plan per City Standards and Specifications, to the satisfaction and approval of
the City Arborist.
Utilities
9.Plans and materials submitted for construction permits to complete the project shall indicate
the provision of separate water meters for domestic (for bathroom and café) and landscape
service. It is noted that the site has one existing two-inch water meter that can be modified
to provide two meters (3/4” or 1”), as needed.
10.Plans and materials submitted for construction permits to complete the project shall identify,
depict, and describe existing and proposed storage for three waste streams (trash, recycling,
and organics) and proposed methods of collection (i.e., Parks Maintenance, San Luis
Garbage service, etc.).
CONDITIONSFINDINGS
See sheet LC101 for Construction Plan.
See sheet CD101 for Demolition Plan.
See sheet TP001 for Tree Protection Plan.
See sheet CG102 for Utility Plan.
See sheet CG102 for Grading and Drainage
Plan.
See sheet TP001 for Tree Preservation
Plan and TP501 for Tree Protection Details.
New domestic water service has been
provided. See sheet CG102.
Sheet LC101 includes (2) permanent triple
waste stream receptacles placed in the
plaza. It also includes a trash enclosure
adjacent to the building which will hold
rolling receptacles. See note 5 on sheet.
REFERENCE
See sheet CG102 for Grading and Drainage
Plan, Stormwater Control Plan application,
and summary drainage memorandum.
See the current sheet.
See Note 6 on LC101. See details on CG101
and LC101 for paving conditions adjacent
to the Adobe.
Sheet A-911 added to plan set to document
required Adobe preservation work.
Historian report added to Special
Provisions as Appendix C.
Monitoring report provided as part
of Special Provisions as Appendix D.
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NOTES
1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING
IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY
FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALL
DISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING
AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.
2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN
THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO
"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT
1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.
4.SEE ELECTRICAL DEMO PLANS FOR NOTES AND DETAILS.
5.UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF THE AVAILABLE RECORDS AND
KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION
OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN
WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE
CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF
CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD WORK
CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS,ETC., PRIOR TO
CONTINUING WORK
PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN. SEE TREE
PROTECTION PLAN FOR NOTES AND DETAILS.
PROTECT AND PRESERVE EXISTING WET UTILITY VAULTS, MANHOLES, AND OTHER
SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE
NECESSARY PER CITY OF SAN LUIS OBISPO STANDARD 6040. REFER TO ELECTRICAL
PLANS FOR LID REPLACEMENT/REMOVAL AND OTHER ELECTRICAL APPURTENANCES
TO BE PROTECTED.
PROTECT AND PRESERVE EXISTING HISTORIC BUILDING IN PLACE. WORK
SURROUNDING THE ADOBE TO BE MONITORED BY A HISTORIAN. ALL WORK
ADJACENT TO EXISTING ADOBE TO BE BY HAND TOOL ONLY. REFER TO ARCHITECTURE
PLANS & HISTORIAN REPORT.
PROTECT EXISTING RAILING IN PLACE.
PROTECT EXISTING CAMERA, POLE, AND FOOTING IN PLACE.
PROTECT EXISTING SEWER CLEANOUT. ADJUST TO GRADE PER CITY OF SAN LUIS
OBISPO STANDARD 6040.
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DEMOLITION KEY NOTES
REMOVE EXISTING CONCRETE.
REMOVE EXISTING POLE FOUNDATION AND SALVAGE EXISTING LIGHT FIXTURE AND
DELIVER TO CITY CORP YARD. REFER TO ELECTRICAL PLANS FOR REUSE OF CONDUITS.
REMOVE EXISTING CONCRETE PAVERS AND SALVAGE TO THE CITY CORPORATION
YARD.
REMOVE AND SALVAGE EXISTING STONE AND STOCKPILE ON SITE FOR USE IN
PROPOSED WALL. CAREFULLY REMOVE STONE SO AS TO PRESERVE LARGEST PIECES
POSSIBLE.
SAWCUT AND REMOVE EXISTING ASPHALT OVERLAY OVER PCC PAVEMENT.
REMOVE EXISTING ELECTRICAL BOX. RELOCATE UTILITIES FOR USE WITH NEW
RESTROOM. SEE ELECTRICAL PLANS FOR TEMPORARY POWER PLANS AND
CONNECTION TO POLE MOUNTED CAMERA.
REMOVE AND PROPERLY DISPOSE OF EXISTING RESTROOM BUILDING, INTERIOR
FIXTURES, AND FOOTING. PROTECT EXISTING UTILITY CONNECTIONS FOR USE WITH
NEW RESTROOM AND SITE WORK AS REQUIRED.
REMOVE AND SALVAGE EXISTING SITE FURNISHINGS AND DELIVER TO CITY CORP
YARD.
REMOVE EXISTING CONCRETE CURB.
REMOVE EXISTING IRRIGATION CONTROL VALVE AND BACKFLOW PREVENTOR.
DOCUMENT AND SAVE EXISTING STATIONS AND WATERING TIMES FOR FUTURE USE.
REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.
REMOVE AND DISPOSE OF EXISTING RAILING.
REMOVE AND SALVAGE EXISTING BRICK AND STOCKPILE ONSITE FOR REUSE.
REMOVE EXISTING DRINKING FOUNTAIN AND PRESERVE EXISTING SEWER
CONNECTIONS FOR FUTURE USE.
EXISTING WATER SERVICE LINE TO BE CUT AND CAPPED PER CITY OF SAN LUIS OBISPO
STANDARD 6050.
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MURRAY
ADOBE
MONTEREY STREET
SSSSSSSS SSSSSSSSSS
24" OLIVE
12" TREE
10" TREE
18" TREE
4" TREE
26" TREE
4" TREE
CO
25
32
50
WV
WV
WM
ELEC
ICV
WV
BENCH
BE
N
C
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BE
N
C
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2 STEPS
EM
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X
X
X
IC
V
EL
E
C
CO
IC
V
IC
V
18" TREE
18"
T
R
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2P 18"
T
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10"
O
A
K
8" T
R
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26"
E
U
K
16" TR
E
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36" TR
E
E
28" TR
E
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24" PINE
TRASH
TRASH
2P TREE 12" & 6"
3P T
R
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36"
B
A
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WL
WL
10" TREE
CO
12"
T
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12"
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12" TREE
3P 6"
TREE
22
"
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UTL
AT&T W
W W W W W
W W W W W
SS
W
W
W W W W W
REMOVE AND REINSTALL
EXISTING SIGN PER
CONSTRUCTION PLAN
REMOVE AND REPLACE
THERMOPLASTIC
STRIPING PER
CALTRANS DETAIL 27B
^
APPROXIMATE
SAWCUT LIMITS
APPRO
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APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
^^^^^^^
^
^
^
^
^
^
^
^
^
^
^^^^^
^
^
^
^
^
^
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ROW ROW
EXISTING OLIVE TREE TO BE
RELOCATED ON SITE. REFER
TO TREE PROTECTION PLAN
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1
1
1
2
2
2
2
2
3
9
9
2
13
7
3
3
3
4
5
6
6
8
8 814
9
9
9
9
10
10
10
11
11
4
11
1
9
9
1
1
1
12
4
5
REMOVE AWNING . SEE SHEET A-911 FOR
ADOBE DETAILS.
2
SAWCUT EXISTING
CONCRETE
8
EXISTING CURB
TO REMAIN
SAWCUT EXISTING
SIDEWALK & CURB
SAWCUT EXISTING
BRICK PATH
2
EXISTING 8" PVC
WATER MAIN
REMOVE EXISTING
TRELLIS STRUCTURE
8
IRRIGATION LINES TO BE
REMOVED, SEE
IRRIGATION PLAN FOR
RECONNECT ION
EXISTING 20" D.I.
WATER MAIN
15
EXISTING 8"
WATER MAIN
PROTECT IN PLACE
EXISTING TILES.
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EXISTING
COMMUNICATIONS
MANHOLE
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CITY SPECIFICATION NO.
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APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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10 30
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IMPROVEMENT KEY NOTES
CONSTRUCT 8" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD 4030.
CONCRETE TO BE MISSION COLOR PER SPECIFICATION 73-4.
CONSTRUCT 0" CURB PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD 4020. (12"
BELOW FINISHED SURFACE WITH #4 BAR)
CONSTRUCT CURB TRANSITION (L = ±13') FROM 8" TO 0".
CONSTRUCT PATCH PAVING PER CITY OF SAN LUIS OBISPO STANDARD 4110
INSTALLATION NOTE 1. ( APPROXIMATELY 2" AC OVERLAY OVER 8" PCC)
INSTALL 4" WIDE SOLID WHITE STRIPE PER CALTRANS DETAIL 27B.
INSTALL 4" SEWER LATERAL PER CITY STD 6810; 2% MIN. SLOPE. REFER TO PLUMBING
PLANS FOR RESTROOM AND KIOSK CONNECTIONS.
INSTALL 2" WATER SERVICE WITH 11
2" METER PER CITY STD 6210.
INSTALL SEWER CLEANOUT WITH G-5 VALVE WELL PER CITY OF SAN LUIS OBISPO
STANDARD DRAWING NUMBER 6710. SEE NOTE BELOW FOR COVER.
INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER PER CITY STD 6550.
INSTALL 1" POLYETHELENE 200 PSI WATER SERVICE LINE.
INSTALL 2" POLYETHELENE 200 PSI WATER SERVICE LINE.
INSTALL NDS SPEE-D CHANNEL DRAIN WITH 4-INCH PVC OUTLET PIPE MATCHING
EXISTING DITCH FLOWLINE.
INSTALL 4" PERFORATED PVC PIPE, PERFORATIONS FACE DOWN, SLOPE 0.5% MINIMUM.
WRAP PIPE WITH NON-WOVEN FILTER FABRIC.
INSTALL 4" PVC STORM DRAIN PIPE, SLOPE 0.5% MINIMUM
INSTALL NDS 12" SQUARE CATCH BASIN WITH CAST IRON GRATE
RAISE EXISTING CLEANOUT TO GRADE AND INSTALL G-5 VALVE WELL AND COVER PER
CITY OF SAN LUIS OBISPO STANDARD DRAWING 6710.
INSTALL NDS POP-UP DRAIN EMITTER PER DETAIL ON THIS SHEET.
INSTALL DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR SEWER LINE SIZE, VENT PIPE
SIZE, AND SEWER CLEANOUT LOCATION. ALSO SEE DETAIL 3 ON SHEET LC505.
INSTALL FLUSH WITH GROUND ISOLATION VALVE PER CITY OF SAN LUIS OBISPO
STANDARD 8640 WITHOUT TAG.
INSTALL NDS SPEE-D ROUND CATCH BASIN WITH 4" CONNECTION.
CONNECT TO EXISTING 4" SEWER LATERAL WITH WYE CONNECTION.
INSTALL 3
4" WATER SUPPLY LINE TO DRINKING FOUNTAIN
REMOVE AND REPLACE IN KIND L=±5' OF CURB, CONTRACTOR TO PROTECT EXISTING
ACCESSIBLE RAMP.
INSTALL CONCRETE VAULT WITH P-TRAP FLUSH WITH GRADE. REFER TO LANDSCAPE
PLANS FOR DETAIL.
INSTALL STORM DRAIN CLEAN OUT PER DETAIL THIS SHEET.
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2
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4
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6
7
8
9
10
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12
13
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15
16
17
18
19
20
21
22
23
24
25
A-A
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APPRO
X
I
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I
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I
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O
F
W
O
R
K
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
GB
W
APPROXIMATE LIMIT OF WORK
SD
SD
E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
W
GB
GB
WM
BF
SD
SSSSSSSS SSSSSSSSSSSS
24" OLIVE
18" TREE
4" TREE
26" TREE
4" TREE
26"
P
I
N
E
CO32
WV
WV
WM
WV
WV
S
CO
18"
T
R
E
E
2P 18"
T
R
E
E
10"
O
A
K
8" T
R
E
E
26"
E
U
K
16" TR
E
E
36" TR
E
E
28" TR
E
E
24" PINE
10" OAK
WL
WL
10" TREE
CO
BENCH
BENCH
TRASH
8" T
R
E
E
14"
O
A
K
12"
T
R
E
E
12"
T
R
E
E
12" TREE
3P 6"
TREE
22
"
T
R
E
E
UTL
W
W W W W
W W W W W
SS
W
W
W W W W W W
SD
^^^^^^^
^
^
^
^
^
^
^
^
^
^
^^^^^
^
^
^
^
^
^
^E E
E
E
E
E
E
E
SS
SD
1.3%
213.85
FS
212.94 FS
MATCH
EXISTING
214.71
FS
MURRAY
ADOBE
FFE: 215.35
214.52
FS
214.52
FS
214.77
FS
214.79
FS
214.80
FS
214.85
FS
214.86
FS
214.80
FS
214.79
FS
214.78
FS
214.80
FS
215.40
FS
214.64
FS
214.72
FS
215.38
FS
215.14
FS
214.93 FS
215.86 TW
215.13 FS/TC
MATCH EX.
214.25 TC
213.58 FL
213.05 FS
MATCH
EXISTING
214.37 FS
215.54 TW
214.60
FS
215.66
FS MATCH
EXISTING
215.82 TC
215.32 FL
214.55 TC
213.88 FL
DOOR
DOOR
GRANITE PLANTER CURB,
SEE CONSTRUCTION PLANS
214.88
FS
214.96
FS
215.09
FS
215.96 TC
215.46 FL
215.82 TC
215.32 FL
215.71 TC
215.21 FL
216.10 TC
215.60 FL216.05 TC
215.55 FL
215.90 TC
215.40 FL
215.91 TC
215.41 FL
2
1
2
2
1
3
2
1
4
21
5
216
214
213
212
211
210
209
208
207
206
205
2
1
0
2
1
1
2
1
2
213
213
210
205
200
215
214
213
212
211
210
209
207208
206
205
2
1
5
2
1
5
21
4
21
4
21
4
231
5
5
4
215.30
FS
215.30
FS
215.70
FS MATCH
EXISTING
214.59
FS
212.74 FS
MATCH
EXISTING
3.1%
2.0%
0.6%
3.9%
3.9%
0
.
5
%
0
.
5
%
1.
5
%
1.5%
1.
5
%
10
.
4
%
12
.
0
%
0.6
%
0.8%
0.8%
1.
5
%
1.
5
%
0.
7
%
1.
8
%
4.7%
8
6
7
8" MOW CURB.
SEE SHEET LC502
FOR DETAIL.
GRANITECRETE PAVING;
SEE DETAIL 3 SHEET LC502
SEE SHEETS LC101 AND LP101
FOR DETAILS
BRICK PAVING;
SEE LANDSCAPE PLANS
RESTROOM
FFE: 214.65
213
MONTEREY STREET
BR
O
A
D
S
T
R
E
E
T
214.40
FS
213.44
FS
213.87
FS
213.53
FS
213.95
FS
214.17
FS
213.75
FS
214.28
FS
214.59 FS
214.92 TW
1.9%
213.60 FS
213.94 TW
215.20 FS
215.86 TW
215.25 FS
215.86 TW
214.56 FS
215.86 TW
214.63 FS
215.86 TW
214.39 FS
214.72 TW
214.39 FS
215.54 TW
213.45 FS
213.78 TC
16
6
9 10
11
212.26 FL
212.90 TC
MATCH
EXISTING
12
FEMA ZONE AE 201'
WATER SURFACE
ELEVATION
SURVEY
CP 50
214.93
FS
215.01
FS
11
ELECTRICAL BOX, SEE
ELECTRICAL PLANS.
RESET ELECTRICAL BOX, TYP.;
SEE CONSTRUCTION PLANS
2.
0
%
15
15
213.95
FS
214.37
FS
213.86
FS
214.29
FS
TWO STAIR
RISERS (5")
213.40 FS
215.54 TW
213.69
FS
13 14
13
14
TWO STAIR
RISERS (5")
17
8" PVC SEWER MAIN
18
ROW ROW
214.53 FS/LP
214.86 TW
18" CURB CUT
OPENING TO ALLOW
ENCLOSURE
DRAINAGE
8
INV = 204.56
CONNECT TO
EXISTING 8" PVC
WATER MAIN
RESTROOM POINT OF
CONNECTION
INV = 204.85
CAP
WATERLINE
215.33 FS
215.37
FS
215.27
FS
19
215.50
FS
3.
0
%
TG = 215.01
INV = 213.36
TG = 214.91
INV = 212.11
TG = 215.36
INV = 214.04
20
13
14
PERMEABLE PAVERS, SEE
SHEET LC501 FOR DETAILS.
20 TG = 214.67
INV = 213.28STONE SEATWALL. SEE
DETAIL 5 ON SHEET LC504.
MISSION STYLE RAILING,
SEE SHEET LC505 FOR
DETAIL.17
KIOSK
FFE: 214.82
PAINT ENTIRE LIMITS
OF NEW CURB RED
EX RIM = 214.49
EX INV = 201.57
ROUTE PROPOSED WATER
SERVICE LATERAL OVER 20"
D.I. PIPE.20" D.I. WATER MAIN
214.48
FS
SEE TREE PROTECTION
PLAN
21
S=0.02 MIN.
22
MIN. 12"
CLR.
MIN. 12"
CLR.
23
0.6
%
EXISTING
COMMUNICATIONS
MANHOLE
SEE PLUMBING PLANS
FOR WASTE AND VENT
TO RESTROOM
215.19 FS
MATCH EX.
215.15
FL
19
214.91
FL
214.81 TC
214.81 FL213.76 FS
MATCH EX.
212.81 FS
MATCH EX.
A-
A-
SURVEY CONTROL
POINT CENTERLINE MONUMENT
SEE HORIZONTAL CONTROL PLAN
START OF CURB
TRANSITION
24
FEMA ZONE AE 202'
WATER SURFACE
ELEVATION
LIMIT OF FEMA 100-YR
FLOOD PLAIN (ZONE AE)
FEMA ZONE AE 200'
WATER SURFACE
ELEVATION
TRANSITION PANEL, PAVE
WITH RECYCLED BRICK.
SEE LANDSCAPE PLAN
FOR DETAIL
13
13
TG = 210.67
INV = 210.00
INV = 213.90
INV = 212.34
INV = 212.23
25
25
INV = 210.16
INV = 213.54
INV = 212.29
TG = 211.50
INV = 211.00
214.53 FS
214.86 TW214.54 FS
214.87 TW
214.41 FS
214.74 TW
214.42 FS
214.75 TW
NDS POP UP EMITTER DETAIL
-NTS-
4" DRAIN ROCK
MINIMUM DEPTH = 18 INCHES
NDS POP UP EMITTER
EXISTING
GRADE
4" PVC STORM
DRAIN PIPE
U.N.O.
18" MIN.
*ALL UTILITY COVERS TO BE DECORATIVE STYLE PER SPECIAL PROVISIONS
PIPE INVERT ELEVATION
PERFORATED SUBDRAIN
SOLIDWALL CHDPE PIPE-LENGTH AS
NEEDED, SIZE PER PLAN
45° ELBOW SIZE PER CLEANOUT
SOLIDWALL CHDPE PIPE-LENGTH AS
NEEDED, SIZE PER PLAN
STORM DRAIN CLEANOUT
NTS
INSTALL CHRISTY G-5 BOX AND
COVER AND SERIES 35 ADS DRAIN
CAP. CAP SHALL BE FLUSH WITH
FINISH GRADE
PERFORATED SUBDRAIN
45° WYE
GR
A
D
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G
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&
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CG102
RC
NLS
NLS
CITY SPECIFICATION NO.
DATE:
PR
O
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:
SH
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T
I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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&
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
0
%
C
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T
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S
0 feet20
1"=10'
10 30
0.5% MIN.
NTS
SECTION (A-A)
2% MAX
2% MAX
EXISTING
ADOBE BUILDING
FFE = 215.35
PERMEABLE PAVERS OR
GRANITECRETE PAVING
SEE CONSTRUCTION PLANS
REFER TO ARCHITECTURAL
DETAIL 11, 12, AND 13 ON
SHEET A-911 FOR ADOBE
FOUNDATION DRAINAGE
MI
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05.14.2024
SAN LUIS OBISPO
MUSEUM OF ART
(NOT A PART)
APPRO
X
I
M
A
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E
L
I
M
I
T
O
F
W
O
R
K
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
GB
W
APPROXIMATE LIMIT OF WORK
E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
W
GB
GB
WM
BF
SSSSSSSSSSSS SSSSSSSSSSSS
24" OLIVE
18" TREE
4" TREE
26" TREE
4" TREE
26"
P
I
N
E
CO
25
32
4
8
50
WV
WV
WM
WV
WV
ICVICV
48"
B
A
S
E
S
CO
18"
T
R
E
E
2P 18"
T
R
E
E
10"
O
A
K
8" T
R
E
E
26"
E
U
K
16" TR
E
E
36" TR
E
E
28" TR
E
E
24" PINE
26" PINE
10" PINE 12" OAK
10" OAK
PATIO FF: 205.44'
10" OAK
WL
10" TREE
CO
4" TREE
8" & 14"2P TREE
BENCH
BENCH
TRASH
BENCH BENCH
MP
4
"
T
R
E
E
8" T
R
E
E
14"
O
A
K
12"
T
R
E
E
12"
T
R
E
E
12" TREE
3P 6"
TREE
22
"
T
R
E
E
UTL
W
W W W W W W W
W W W W W W W
SS
W
W W W W W W
^^^^^^^
^
^
^
^
^
^
^
^
^
^
^^^^^
^
^
^
^
^
^
^E E
E
E
E
E
E
E
SS
2
1
2
2
1
3
2
1
4
21
5
216
214
213
212
211
210
209
208
207
206
205
2
1
0
2
1
1
2
1
2
213
213
210
205
200
215
214
213
212
211
210
209
207208
206
205
2
1
5
2
1
5
21
4
21
4
21
4
W W W W W W
213
MONTEREY STREET
BR
O
A
D
S
T
R
E
E
T
LIMITS OF FEMA ZONE
AE 100-YR FLOOD
4
3
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXX
X
X
4 4
1
0
0
-
Y
R
W
S
E
L
=
2
0
0
'
1
0
0
-
Y
R
W
S
E
L
=
2
0
1
'
10
0
-
Y
R
W
S
E
L
=
2
0
2
'
2
4
4
ROW ROW
2
5
ER
O
S
I
O
N
C
O
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T
R
O
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P
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A
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CG103
RC
NLS
NLS
CITY SPECIFICATION NO.
DATE:
PR
O
J
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C
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:
SH
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T
I
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
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%
C
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0 feet20
1"=10'
10 30
STORMWATER CONTROL BMPs
#BMP
SYMBOL NAME LEGEND
SE-1 SILT FENCE
SE-10 STORM DRAIN INLET PROTECTION (SEE PHASING NOTES)
WM-8 CONCRETE WASTE MANAGEMENT
SC-6 GRAVEL BAGS
SE-5 STRAW WATTLE
1
2
3
4
5
1.PERIMETER CONTROL BMP AND STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE IN
PLACE PRIOR TO ANY GROUND DISTURBANCE.
2.THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION
ENTRANCES AS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.
3.CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT
SHALL BE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE
IDLE FOR EXTENDED PERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT
PATCHING, (COLD MIX).
4.GRAVEL BAGS SHOWN IN THE CURB AND GUTTER FLOW LINES SHALL BE ORIENTED TO
TEMPORARILY SLOW AND DAM THE FLOWING STORM WATER IN THE GUTTERS TO HELP
FILTER OUT ANY SEDIMENT. THESE GRAVEL BAGS SHALL BE SPACED AT 50' O/C OR CLOSER
AS CONDITIONS WARRANT.
5.ANY SEDIMENT TRACKED OFFSITE SHALL BE CLEANED DAILY BY MEANS OF MOBILE STREET
SWEEPERS.
6.ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FORM MORE THAN TWO WEEKS SHALL
HAVE AN APPROPRIATE GROUND COVER BMP APPLIED.
STORMWATER CONTROL NOTES
FLOW
INLET
SANDBAGS
2-BAGS HIGH
SE-10 STORM DRAIN INLET PROTECTION TYPE-3
-NTS-
CURB & GUTTER
GRAVEL BAGS 50' O/C TYP.
IN FLOW LINES OF GUTTER
SE-6 GRAVEL BAGS IN FLOW LINE DETAIL
-NTS-
FILTER
FABRIC
OAK
POST
TOE-IN
DRAW CORDNETTING
OAK POST
FILTER FABRIC
TOE-IN
PRE-ASSEMBLED SILT FENCE
-NTS-
INSTALLATION PROCEDURES:
1.DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION
2.UNROLL SILT FENCE ALONG TRENCH
3.DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE.
4.LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN.
5.DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES.
NOTES:
PLACE NET-WRAPPED STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY
BUTTED END TO END BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER
25' OF WATTLE.
STRAW WATTLE DETAIL
-NTS-
3"-5"
TRENCH
9" Ø x 25' LONG
STRAW WATTLE
4' MAX
3
4" x 2" x 2' WOOD STAKE
IN CENTER OF WATTLE
(2" - 3" EXPOSED AFTER
DRIVING STAKE)
MI
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05.14.2024
APPRO
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I
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I
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O
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W
O
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APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
GB
W
APPROXIMATE LIMIT OF WORK
E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
W
GB
GB
WM
BF
SSSSSSSS SSSSSSSSSSSS
24" OLIVE
18" TREE
4" TREE
26" TREE
4" TREE
26"
P
I
N
E
CO
25
32
50
WV
WV
WM
WM
WV
WV
TE
L
8"
P
I
N
E
S
CO
18"
T
R
E
E
2P 18"
T
R
E
E
10"
O
A
K
8" T
R
E
E
26"
E
U
K
16" TR
E
E
36" TR
E
E
28" TR
E
E
24" PINE
10" OAK
WL
WL
WL
10" TREE
CO
BENCH
BENCH
TRASH
8" T
R
E
E
14"
O
A
K
12"
T
R
E
E
12"
T
R
E
E
12" TREE
3P 6"
TREE
22
"
T
R
E
E
UTL
W
W W W W
W W W W W
SS
W
W
W
W W W W W W
^^^^^^^
^
^
^
^
^
^
^
^
^
^
^^^^^
^
^
^
^
^
^
^E E
E
E
E
E
E
E
S
S
2
1
2
2
1
3
2
1
4
21
5
216
214
213
212
211
210
209
208
207
206
205
2
1
0
2
1
1
2
1
2
213
213
210
205
200
215
214
213
212
211
210
209
207208
206
205
0.6%
W W W W
MONTEREY STREET
BR
O
A
D
S
T
R
E
E
T
FEMA ZONE AE 198'
WATER SURFACE
ELEVATION
1
2
3
6 7
8
9 10 11
1213
14 1516
17
18 19
20
21
22 23
24
25
26 27 30
31
32
3334
35 36
3738
39 40
41
42
4348
49
50
51 52
53 54
5556 57
58 59
60
61
62
63
64
65 66
67
6869
70
71
ROW ROW
Point Table
Point #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
30
31
32
33
34
35
36
37
38
39
40
41
42
43
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
Raw Description
CL MON LS 6729
SET RBR WG CP 50
SET X TBC WG CP 25
SET X WG CP 48
FD X WG CP 49
TFC
TFC
TFC
TFC
TFC
BRICK EDGE
BRICK EDGE
ADOBE CORNER
ADOBE CORNER
ADOBE CORNER
RESTROOM CORNER
RESTROOM CORNER
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE / BC
BRICK EDGE / EC
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
KIOSK
KIOSK
KIOSK
KIOSK
KIOSK
KIOSK
KIOSK
KIOSK
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
BRICK EDGE
RESTROOM CORNER
RESTROOM CORNER
MOW STRIP
MOW STRIP
PATH EDGE
PATH EDGE
MOW STRIP
MOW STRIP
MOW STRIP
MOW STRIP
MOW STRIP
Northing
2298777.8254
2298730.5974
2298780.2851
2298672.6012
2298681.3001
2298736.1500
2298755.1008
2298765.2188
2298775.3368
2298780.8409
2298819.9334
2298803.7453
2298794.3602
2298772.3181
2298781.8333
2298722.6979
2298727.6555
2298729.6352
2298732.8787
2298719.2074
2298728.4781
2298734.9659
2298747.2145
2298749.5292
2298708.0370
2298718.1043
2298735.2250
2298738.7949
2298745.0589
2298745.5489
2298749.8306
2298750.6874
2298756.4921
2298758.9196
2298764.6654
2298762.2379
2298770.0095
2298772.4370
2298760.1011
2298753.9224
2298749.6956
2298745.3953
2298746.1510
2298752.3307
2298756.5621
2298760.8619
2298777.0838
2298782.2235
2298790.4318
2298785.2912
2298801.5320
2298793.3238
2298798.4643
2298806.6726
2298704.9248
2298709.8679
2298674.6916
2298709.9157
2298728.4517
2298731.9182
2298733.7822
2298729.4023
2298718.3458
2298760.6140
2298772.0402
Easting
5766449.1609
5766519.4919
5766472.0829
5766392.6450
5766277.9366
5766419.1958
5766446.4297
5766455.1032
5766463.7768
5766471.6866
5766528.7413
5766540.0059
5766526.8453
5766542.6547
5766555.8857
5766471.8052
5766444.1629
5766423.7291
5766428.4002
5766437.9134
5766439.5761
5766435.0616
5766452.7214
5766451.1107
5766475.8782
5766477.6837
5766502.2877
5766507.4179
5766508.5413
5766508.2003
5766505.2209
5766506.4522
5766502.4129
5766505.9014
5766501.9032
5766498.4147
5766493.0068
5766496.4953
5766483.0200
5766487.3194
5766486.5598
5766480.3799
5766476.1535
5766471.8533
5766472.6097
5766478.7889
5766493.2625
5766500.6499
5766494.9381
5766487.5507
5766510.8902
5766516.6019
5766523.9894
5766518.2776
5766468.5947
5766440.9876
5766461.4283
5766436.9175
5766504.6186
5766510.0385
5766531.5309
5766528.4257
5766512.5366
5766550.5541
5766558.6550
HO
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CG101
NLS
NLS
NLS
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
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L
E
:
SH
E
E
T
T
I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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A
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A
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&
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I
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
0
%
C
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05.14.2024
162 SF
RESTROOM
2
102
89 SF
PLUMBING
CHASE
103 162 SF
RESTROOM
1
101
201
01
A101
1
SIM
1
NORTH ARROW
LEVEL
DESIGNATIO
N
DOOR TAG
WINDOW TAG
GRID REFERENCE
SECTION REFERENCE
VIEW SHEET LOCATION
REFERENCE SHEET LOCATION
VIEW NUMBER
SCALE
VIEW TITLE
LEVEL
ELEVATIO
N
BUILDING ELEVATION
DETAIL REFERENCE
CENTER LINE
REVISION
View Name
1/8" = 1'-0"A-1.01 A-2.02
20
0
Name
0' - 0"
A101
1
SIM
138 SF
KIOSK
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CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:04:05 AM
1/4" = 1'-0"
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G-101
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04.30.2024
DG
1/4" = 1'-0"AR301 G-101
RESTROOM FINISH PLAN & VENT CALCS1
ABBREVIATIONS GENERAL NOTES
SYMBOLS
ABV ABOVE
ACOUS ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECT
B.O. BOTTOM OF
BALC BALCONY
BD BOARD
BET BETWEEN
BLDG BUILDNG
BLKG BLOCKING
BLW BELOW
BM BEAM
BOT BOTTOM
BRKT BRACKET
BULKHD BULKHEAD
BUR BUILT UP ROOF
C.G. CORNER GUARD
CAB CABINET
CALK CAULKING
CEM CEMENT
CER CERAMIC
CJ CONTROL JOINT
CLG CEILING
CLOS CLOSET
CLR CLEAR
CO CASED OPENING
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CT CERAMIC TILE
CTR CENTER
DBL DOUBLE
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWN SPOUT
DW DISHWASHER
DWG DRAWING
E EAST
EA EACH
EIFS EXTERIOR INSULATION &
FINISH SYSTEM
ELEC ELECTRIC
ELEV ELEVATION
EMER EMERGENCY
ENCL ENCLOSURE
EOS EDGE OF SLAB
EQ EQUAL
EQUIP EQUIPMENT
ETR EXISTING TO REMAIN
EW EACH WAY
EXP. JT. EXPANSION JOINT
EXST EXISTING
F.O. FACE OF
FA FIRE ALARM
FAP FIRE ANNUNCIATOR PANEL
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER PANEL
FG FINISH GROUP
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH
FLR FLOOR
FLUOR FLOURESCENT
FT FOOT OR FEET
FUR FURRING
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GL GLASS
GND GROUND
GWB GYPSUM BOARD
GYP GYPSUM
H.W.H. HOT WATER HEATER
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
ID INNER DIAMETER
INCAN INCANDESCENT
INSUL INSULATION
INT INTERIOR
JAN JANITOR
1. APPLICABLE CODES AND STANDARDS:
1.1. 2019 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND STANDARDS.
1.2. 2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS.
1.3. 2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.
1.4. 2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS.
1.5. 2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS.
1.6. 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS.
1.7 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICIES
AND STANDARDS.
1.8 CURRENT CITY OF SAN LUIS OBISPO MUNICIPAL CODE.
2. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT
TO THE ARCHITECT’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE
PRECEDING AT HIS/HER OWN RISK.
4. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR
PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER
SMALLER SCALE DRAWINGS.
5. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED
TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL
GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE
THE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFT
UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR
PALEONTOLOGIST IS MADE.
6. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE
DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.
7. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS
REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL
COMPLY WITH ALL LOCAL ORDINANCES.
8. SHOP WELDS MUST BE PERFORMEDBY A LICENSED FABRICATOR'S SHOP.
9. OSHA PERMITS REQUIRED FOR VERTICAL CUTS 5' OR OVER.
10. CONTRACTOR TO PROVIDE COMPLETE DETAILS OF ENGINEERED TEMPORARY
SHORING OR SLOT CUTTING PROCEDURES ON PLANS. CALL FOR INSPECTION
BEFORE EXCAVATION BEGINS.
11. THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A
CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE GRADING
INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS, AND FOR
BOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED
WITHOUT APPROVAL OF THE GRADING INSPECTOR.
12. CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FOR
CONTRACTOR REQUIREMENTS.
13. A CITY ENCROACHMENT PERMIT, A SEPERATE OFFICER, ACCESS
EASEMENT/AGREEMENT, AND/OR RECIPRICAL ACCESS
EASEMENT/AGREEMENT MAY BE REQUIRED TO INSURE THAT THE PROPOSED
PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TO THROUGH TRAFFIC AND
EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT.
VENTILATION CALCS
RESTROOM 1 AND 2
REQUIRED SIZE OF OPENINGS FOR NATURAL VENTIALTION PER CBC 1202.5 AND CMC 402.2: MINIMUM 4% OF
OCCUPIABLE FLOOR AREA
REQUIRED OPENINGS = 168 * 0.04 = 6.72 SF
PROVIDED:
TRANSOM VENTS = 30 VENTS *0.6944 SF = 20.832 SF AT 50% OPEN AREA = 10.416 SF
TOTAL VENTILATION PROVIDED = 10.41 SF > 6.72 SF
FINISH SCHEDULE
FLOOR BASE WALLS CEILING
DENSIFIED SEALED CONCRETE
DRY SHAKE HARDNER ON CAST IN PLACE SLAB WITH CLEAR COATING
F1
F2
LEGEND
B1
FLOOR
BASE
CERAMIC WALL TILEW1
WALLS
TOUNGE AND GROOVE METAL SOFFIT PANELC1
CEILING
EXPOSED CONCRETE CURB, 6" HIGH
RESTROOM 1
RESTROOM 2
PLUMBING CHASE
KIOSK
ROOM COMMENTS
F2 - W1 C1
(TYP.)
F2 W1 C1
F1 W2 C1
B1 W3 C2
RESTROOM BUILDING INFORMATION
ALLOWABLE HEIGHT AND AREA
OCCUPANCY GROUP: U (UTILITY AND MISCELLANEOUS)
DESCRIPTION: PUBLIC RESTROOM
CONSTRUCTION TYPE: 5B
AUTOMATIC FIRE SPRINKLERS: NO
APN #: 002-423-006
PROPOED ALLOWABLE PER CBC CHAPTER 5
NUMBER OF STORIES: 1 1
BUILDING HEIGHT: 14'-3" 40'-0"
BUILDING AREA: 704 SF 5500 SF
OCCUPIABLE FLOOR AREA: 336 SF
EGRESS ANALYSIS
OCCUPANT LOAD FOR RESTROOMS IS UNDEFINED IN CBC TABLE 1004.5
1/4" = 1'-0"AR301 G-101
KIOSK FINISH PLAN & VENT CALCS2
-
ALLOWABLE HEIGHT AND AREA
OCCUPANCY GROUP: U (UTILITY AND MISCELLANEOUS)
DESCRIPTION: PUBLIC KIOSK
CONSTRUCTION TYPE: 5B
AUTOMATIC FIRE SPRINKLERS: NO
APN #: 002-423-006
PROPOED ALLOWABLE PER CBC CHAPTER 5
NUMBER OF STORIES: 1 1
BUILDING HEIGHT: 15'-2" 40'-0"
BUILDING AREA: 271 SF 5500 SF
OCCUPIABLE FLOOR AREA: 138 SF
EGRESS ANALYSIS
OCCUPANT LOAD FACTOR PER CBC TABLE 1004.5: 60 GROSS TO ALLOW FOR FUTURE MERCHANITLE USE
TOTAL OCCUPANTS: 138SF / 60SF/PERSON = 2.3 - ROUND TO 3 PERSONS
REQUIRED EXITS PER 1006.2.1: 1
PROVIDED EXITS: 1
KIOSK
REQUIRED SIZE OF OPENINGS FOR NATURAL VENTIALTION PER CBC 1202.5 AND CMC 402.2: MINIMUM 4% OF
OCCUPIABLE FLOOR AREA
REQUIRED OPENINGS = 138* 0.04 = 5.52 SF
PROVIDED:
TRANSOM VENTS = 32 VENTS *0.6944 SF = 22.22 SF AT 50% OPEN AREA = 11.11 SF
TOTAL VENTILATION PROVIDED = 11.11 SF > 5.52 SF
F1
UNFINIHSED EXPOSED METAL STUDSW3
EXPOSED CMU, PAINTW2
-
KIOSK BUILDING INFORMATION
PLUMBING CHASE
REQUIRED SIZE OF OPENINGS FOR NATURAL VENTIALTION OF ADJOINIGN SPACE PER CBC 1202.5 AND CMC 402.2
MINIMUM 8% OF OCCUPIABLE FLOOR AREA
REQUIRED OPENINGS = 89 * 0.08 = 7.12 SF , BUT NOT LESS THAN 25 SF
PROVIDED:
PERFORATED WALL PANEL = 40.6 SF EACH SIDE = 81.2 SF AT 35% OPEN AREA = 28.42 SF
TOTAL VENTILATION PROVIDED = 28.42 SF > 25 SF
UNFINISED STRUCTURE ABOVEC2
JST JOIST
JT JOINT
LAM LAMINATE
LAV LAVATORY
LB(S) POUNDS
LDG LANDING
LT LIGHT
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
N NORTH
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O.P. OVERFLOW PIPE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OH OPPOSITE HAND
OPG OPENING
OPP OPPOSITE
PART PARTITION
PERM PERIMETER
PG PAINT GRADE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
PR PAIR
PT PAINT
PTD PAINTED
R RISER
RAD RADIUS
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RE REFER
REF REFRIGERATOR
REINF REINFORCED
REQD REQUIRED
RESIL RESILIENT
RM ROOM
RO ROUGH OPENING
RTU ROOF TOP UNIT (MECH)
S SOUTH
SAFB SOUND ATTENUATION FIBER
BATT
SC SCUPPER
SCHED SCHEDULE
SEAL SEALANT
SECT SECTION
SF SQUARE FOOT
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION
SQ SQURE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUPSPENDED
SYM SYMMMETRICAL
T TREAD
T&G TONGUE & GROOVE
TEL TELEPHONE
TER TERRAZZO
THK THICK
THR THRESHOLD
TO TOP OF
TYP TYPICAL
UC UNDERCUT
UNFIN UNFINISHED
UNO ULNESS NOTED OTHERWISE
UON UNLESS OTHERWISE NOTED
UTIL UTILITY
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
VTR VENT TERMINATION PIPE
VWC VINYL WALL COVERING
W WEST
W/ WITH
W/O WITHOUT
WC WATERCLOSET
WIN WINDOW
WP WATERPROOF
WS WETSTACK
WSCT WAINSCOT
WT WEIGHT
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02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
KICK PLATE
NOTE:
SWINGING DOOR & GATE SURFACES WITHIN 10" OF FINISH FLOOR SHALL HAVE
A SMOOTH SURFACE OF THE PUSH SIDE EXTENDING THE FULL WIDTH OF
DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS SHALL
BE WITHIN 1/16" OF SURFACE & SHALL BE FREE OF SHARP OR ABRASIVE
EDGES. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED.
F.F.
MIN.
11"
REF 11B-404.2.10
DOOR CLOSERS IF PRESENT, MUST BE
SET SO THAT IT TAKES DOOR AT LEAST 5
SECONDS TO CLOSE FROM AN OPEN
POSITION OF 90 DEGREES TO WITHIN 12°
OF LATCH
DOOR CLOSERSACCEPTABLE DOOR
HARDWARE AND
MOUNTING HEIGHTS
PANIC
LOOP
LEVER
34"-44" A.F.F.
12.00°
REF 11B-404.2
THE FORCE TO OPEN DOOR
SHALL NOT EXCEED 5 LBS.
TYPICAL @ INTERIOR
48" MAX.
34" MAX
15" MIN.
(B) UNOBSTRUCTED SIDE REACH(C) OBSTRUCTED HIGH SIDE REACH
(D) SHELVES
> 10-24" MAX.
30" MIN.21" MAX.
34" MAX.
15" MIN.
48" MAX.
30" MIN.21" MAX.
48" MAX.
(E) CLOSET
NOTE: THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF
THESE REGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING
DESIGN AND CONSTRUCTION
10" MAX.
46" MAX.
REF 11B-308
NOTE:
1. THE REQUIRED CLEAR FLOOR SPACE MAY NOT OVERLAP THE REQUIRED KNEE
SPACE BY MORE THAN 19".
2. KNEE CLEARANCES AT TABLES, COUNTERS & WORKSURFACES IS AT LEAST 27"
HIGH, 30" WIDE AND 19" DEEP.
30" MIN.
25" MAX.48" MIN. CLR.
27" MIN
9" MIN
11" MIN.6" MAX.
8" MIN.
29" MIN
REF 11B-306
PLAN
ELEVATION
REFER TO FLOOR
PLAN FOR WALL TYPES
WALL FINISH - REFER TO FINISH SCHEDULE
CONCEALED FASTENERS 3, #14x2 1/2" SS WS.
1 1/4" MIN. - 2" MAX. DIA.
BLOCKING IN WALL
1 1/2"
.
.
12" MIN. TO PROJECTION ABOVE (1/ 1/2"
FOR SHOWER CONTROLS OR GRAB
BARS.)
1 1/2" MIN TO PROJECTION BELOW
BLOCKING
30" MIN.
34" MAX.
29" MIN. CLR.
27" MIN. CLR.
9" MIN. CLR.
TOE CLR.
6" MAX.
17" MIN.
8" MIN. KNEE CLR.
REQUIRED CLEAR SPACE
REQUIRED CLEAR SPACE
19" MAX.
F.O.F.
18" MIN. CLR.
48" MIN.
SIDE VIEW
PLAN VIEW
NOTE:
HOT WATER AND DRAIN
PIPES UNDER ACCESSIBLE
LAVATORIES SHALL BE
INSULATED OR
OTHERWISE COVERED.
THERE SHALL BE NO SHAP
OR ABRASIVE SURFACES
UNDER LAVATORIES.
NOTE:
THE DIP OF THE
OVERFLOW SHALL NOT BE
CONSIDERED IN
DETERMINING KNEE & TOE
CLEARANCES
REF. 11B 606
MIRROR
SEAT
COVER
DISPENSER TOWEL
DISPENSER
ELECTRIC
DRYER
TRASH
RECEPTACLE
NOTE:
1. CLEAR FLOOR OR GROUND SPACE REQUIRED TO ALLOW FOR FRONT OR
PARALLEL APPROACH TO ACCESSORIES.
2. ALL OPERABLE PARTS OF FIXTURES AND ACCESSORIES TO BE LOCATED 40"
MAX. A.F.F..
3. CONTROLS AND OPERATING MECHANISMS MUST OPERATE WITH ONE HAND
AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST.
4. MAX. 5 POUND FORCE TO OPERATE CONTROLS.
5. LOCATE COAT HOOKS AND SHELVING WITHIN APPROPRIATE REACH RANGE
(48" MAX. ABOVE FLOOR.)
6. MIRRORS NOT LOCATED ABOVE LAVATORY TO HAVE BOTTOM EDGE OF
REFLECTING SURFACE 35" MAX A.F.F.
40" MAX.
F.F.
REF. 11B-603.3-.5
LAVATORY
WHERE OCCURS
1/4" THICK
1/4" THICK
MEN WOMEN RESTROOM
WALL-SIGNAGE (TYP.)
DOOR MOUNTED SIGNAGE (TYP.)
WALL MOUNTED SIGNAGE TO BE
LOCATED ON LATCH SIDE OF DOOR
CLEAR OF DOOR SWING. MOUNT
AT 48" MIN TO BRAILLE AND 60"
MAX FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED
CHARACTERS.
DOOR-MOUNTED
SIGNAGE WITHIN
1" OF
CENTERLINE OF
DOOR
LETTERING
RAISED 1/32"
MIN.UPPERCASE
SANS SERIF
CHARACTERS
HEIGHT OF
LETTERING 5/8"
MIN. TO 2" MAX.
MEN
48
"
M
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&
6
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"
M
A
X
CL
3/8" MIN.,
1/2" MAX.
CORRESPONDING GRADE II BRAILLE
WOMEN
12" DIA.
MEN
12" EA. LEG
UNISEX
12" DIA.
PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE
CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM A FONT
WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55% MINIMUM AND 110%
MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I".
SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR
FLOOR SPACE OF 18 INCHES MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE
CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING.
NOTE: VERIFY GENDER IDENTITY SIGNAGE FOR RESTROOMS WITH CITY AND
ARCHITECT PRIOR TO FABRICATION.
CL
ROOM ID SIGN DETAIL
ROOM IDENTIFICATION SIGN
SEE ROOM ID SIGN DETAIL
REF. 11B-703.7.2.6 REF 11B-703.4.2
SYMBOL TO
CONTRAST WITH
DOOR
TRIANGLE
SHALL
CONTRAST
WITH CIRCLE
60" MAX48" MIN
CL
18" MIN.
18" MIN.
SIGN SHALL BE LOCATED CENTERED AVOVE A
CLEAR FLOOR SPACE(BEYOND ARC OF DOOR)
OF A MINIMUM 18"X18" OR MOUNTED TO
ADJACENT WALL
CL
RESTROOM
1/2" MAX.
BEVEL ED.
REF. 11B 303
VERTICAL
1
2
1/4"
1/4"
VERTICAL
1/4" MAX.
1" = 1'-0"G-103
KICK PLATE AT DOORS21
1" = 1'-0"G-103
ACC. DOOR REQUIREMENTS41
1/2" = 1'-0"G-103
ACC. REACH RANGES33
3" = 1'-0"G-103
TOE & KNEE CLEARANCES43
3" = 1'-0"G-104 G-103
ACC. GRAB BAR ATTACHMENT31
1/2" = 1'-0"G-103
ACC. LAVATORIES12
1/2" = 1'-0"G-103
ACC. RESTROOM ACCESSORIES13
1" = 1'-0"G-103
ACC. RESTROOM ID SYMBOLS23
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:04:06 AM
As indicated
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12" = 1'-0"G-103
ACC. DOOR THRESHOLDS42
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KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
12" MIN.
36" MIN. CLR.
60" MIN. CLR.
44" MIN. CLR.
54" MIN. CLR.
24" MIN.
60" MIN. CLR.
44" MIN. CLR.
PUSH SIDE
FRONT
APPROACH
PULL SIDE
PUSH SIDE
PULL SIDE
PUSH SIDE
HINGE
APPROACH
INDICATES
CLEARANCE
AT DOORS
24" MIN. CLEARPULL SIDE
60" MIN. CLR.
LATCH
APPROACH
AT INTERIOR DOORS
18" MIN. CLEAR
PROVIDE THIS ADDITIONAL
SPACE IF DOOR IS
EQUIPPED WITH BOTH A
LATCH AND A CLOSER
48" MIN. CLR.
48" MIN. CLR.
IF DOOR HAS
BOTH A
LATCH AND A
CLOSER
NOTE: ALL DOORS IN
ALCOVES SHAL
COMPLY WITH THE
CLEARANCES FOR
FRONT APPROACHES
48" MIN. CLR. IF
DOOR HAS BOTH
A LATCH AND A
CLOSER
REF 11B-404.2.4
24" MIN.
H)
J,K)
F,G)
D)
B,C)
A)
AT EXTERIOR SIDE
OF EXTERIOR DOORS
22" MIN.
30"x48" CLEAR
FLOOR LANDING
AREA OUTSIDE
SWING OF DOOR
60" MIN.
48" MIN.
DOOR
PERMITTED
TO
OVERLAP
LAV. CLEAR
FLOOR
AREA PER.
CBC
11B-603.2.3
G-103
31
TYP.
1' - 6" MIN.
17" MIN. - 18" MAX.
36" MIN.
12" MIN.
12" MAX.
42" MIN.
17" TO 19"
33" TO 36"
9" MAX.
7" MIN
NOTE:
1. ALL DIMENSIONS TAKEN FROM FACE OF FINISH.
2. WATER CLOSET FLUSH VALVE CONTROLS, OPERATING MECHANSM CONTROLS SHALL
BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" A.F.F.
3. THE FORCE REQUIRED TO ACTIVATE THE WATER CLOSET AND URINAL FLUSH VALVE
CONTROLS & FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE NO GREATER
THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND
PREFERABLE.
SIDE VIEW FRONT VIEW
TOILET PAPER
HOLDER
WITHOUT
STOPS
54" MIN.
24" MIN.
TRANSFER
SIDE
18" MAX.
17" MIN.
@ AMBULATORY ACCESSIBLE
G-103
31
TYP.
CL
SANITARY
DISPOSAL
TO OUTLET
14" MIN 19" MAX.
TO OPENING
19" MIN.
36" MIN. CLR.
36" MIN. CLR.
CLR.
1' - 0"
CLR.
1' - 0"
36" MIN. CLR.
32" MIN. CLR.
CONT. POINT
24" MAX.
60" MIN. CLR.
60" MIN. CLR. DIA.
(A) 60 INCHES
DIAMETER SPACE
(C) MINIMUM CLEAR WIDTH
(B) T-SHAPED TURNING SPACE
NOTE: MAY INCLUDE TOE
& KNEE CLEARANCES
5' - 0"
REF 11B-304
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G-105
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
DAVID GIBBS
LUMINAIRE BACK HEMISPHERE
IS 0.5-1 MH FROM PROPERTY
LINE
LUMINAIRE BACK HEMISPHERE
IS LESS THAN 0.5 MH FROM
PROPERTY LINE
G1G1G0G0N/A
G1G0G0G0N/A
TOTAL NUMBER OF PARKING
SPACES
TABLE 5.106.5.2
0-9
10-25
26-50
51-75
76-100
101-150
NUMBER OF REQUIRED
SPACES
0
3
6
9
12
18
151-200
201 AND OVER
21
AT LEAST 12% OF TOTAL*
TOTAL NUMBER OF ACTUAL PARKING
SPACES
TABLE 5.106.5.3.3
0-9
10-25
26-50
51-75
76-100
101-150
NUMBER OF REQUIRED EV
SPACES
0
2
4
7
9
13
151-200
201 AND OVER
18
10% OF TOTAL*
ALLOWABLE RATING
TABLE 5.106.8 [N] -
MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATING1, 2
LUMINAIRE GREATER THAN 2
MOUNTING HEIGHTS (MH) FROM
PROPERTY LINE
MAXIMUM ALLOWABLE
BACKLIGHT RATING3 (B)
LIGHTING
ZONE LZ4
NO LIMIT
LUMINAIRE BACK HEMISPHERE
IS 1-2 MH FROM PROPERTY LINE
LUMINAIRE BACK HEMISPHERE
IS 0.5-1 MH FROM PROPERTY
LINE
LUMINAIRE BACK HEMISPHERE
IS LESS THAN 0.5 MH FROM
PROPERTY LINE
NO LIMITNO LIMITNO LIMITN/A
FOR AREA LIGHTING3
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
FOR ALL OTHER OUTDOOR
LIGHTING, INCLUDING
DECORATIVE LUMINAIRES
MAXIMUM ALLOWABLE
GLARE RATING5 (G)
LUMINAIRE GREATER THAN 2
MOUNTING HEIGHTS (MH) FROM
PROPERTY LINE
LUMINAIRE BACK HEMISPHERE
IS 1-2 MH FROM PROPERTY LINE
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ1
LIGHTING
ZONE LZ0
B4B4B3B2N/A
B3B3B2B1N/A
B2B1B0B0N/A
U0U0U0U0N/A
U4U3U2U1N/A
G4G3G2G1N/A
G2G1G1G0N/A
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (JANUARY 2020, INCLUDES JULY 2021 SUPPLEMENT)
DIVISION 5.1 PLANNING AND DESIGN
5.106 SITE DEVELOPMENT
5.106.1 STORMWATER POLLUTION FOR PROJECTS THAT DISTURB LESS THAN
ONE ACRE OF LAND
NEWLY CONSTRUCTED PROJECTS AND ADDITIONS WHICH DISTURB LESS
THAN ONE ACRE OF LAND AND ARE NOT PART OF A LARGER COMMON PLAN
OF DEVELOPMENT OR SALE SHALL PREVENT THE POLLUTION OF
STORMWATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH
ONE OR MORE OF THE FOLLOWING MEASURES:
5.106.1.1 LOCAL ORDINANCE
COMPLY WITH A LAWFULLY ENACTED STORMWATER MANAGEMENT AND/OR
EROSION CONTROL ORDINANCE.
5.106.1.2 BEST MANAGEMENT PRACTICES (BMP’S)
PREVENT THE LOSS OF SOIL THROUGH WIND OR WATER EROSION BY
IMPLEMENTING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT
CONTROL AND GOOD HOUSEKEEPING BMP’S.
1. SOIL LOSS BMP’S THAT SHOULD BE CONSIDERED FOR IMPLEMENTATION
AS APPROPRIATE FOR EACH PROJECT INCLUDE, BUT ARE NOT LIMITED
TO, THE FOLLOWING:
a. SCHEDULING CONSTRUCTION ACTIVITY DURING DRY WEATHER,
WHEN POSSIBLE.
b. PRESERVATION OF NATURAL FEATURES, VEGETATION, SOIL,
AND BUFFERS AROUND SURFACE WATERS.
c. DRAINAGE SWALES OR LINED DITCHES TO CONTROL
STORMWATER FLOW.
d. MULCHING OR HYDROSEEDING TO STABILIZE DISTURBED SOILS.
e. EROSION CONTROL TO PROTECT SLOPES.
f. PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR
CATCH BASIN INSERTS).
g. PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE, FIBER
ROLLS).
h. SEDIMENT TRAP OR SEDIMENT BASIN TO RETAIN SEDIMENT ON
SITE.
i. STABILIZED CONSTRUCTION EXITS.
j. WIND EROSION CONTROL.
k. OTHER SOIL LOSS BMP’S ACCEPTABLE TO THE ENFORCING
AGENCY.
2.GOOD HOUSEKEEPING BMP’S TO MANAGE CONSTRUCTION EQUIPMEN
MATERIALS, NON-STORMWATER DISCHARGES, AND WASTES THAT
SHOULD BE CONSIDERED FOR IMPLEMENTATION AS APPROPRIATE FOR
EACH PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a. DEWATERING ACTIVITIES.
b. MATERIAL HANDLING AND WASTE MANAGEMENT.
c. BUILDING MATERIALS STOCKPILE MANAGEMENT.
d. MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS,
STUCCO, ETC.).
e. CONTROL OF VEHICLE/EQUIPMENT FUELING TO CONTRACTOR’S
STAGING AREA.
f. VEHICLE AND EQUIPMENT CLEANING PERFORMED OFF SITE.
g. SPILL PREVENTION AND CONTROL.
h. OTHER HOUSEKEEPING BMP’S ACCEPTABLE TO THE ENFORCING
AGENCY.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB
ONE OR MORE ACRES OF LAND
COMPLY WITH ALL LAWFULLY ENACTED STORMWATER DISCHARGE
REGULATIONS FOR PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF
LAND, OR (2) DISTURB LESS THAN ONE ACRE OF LAND BUT ARE PART OF A
LARGER COMMON PLAN OF DEVELOPMENT OR SALE.
NOTE:PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF LAND, OR (2)
DISTURB LESS THAN ONE ACRE OF LAND BUT ARE PART OF A LARGER
COMMON PLAN OF DEVELOPMENT OR SALE MUST COMPLY WITH THE
POSTCONSTRUCTION REQUIREMENTS DETAILED IN THE APPLICABLE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL
PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES ISSUED BY THE STATE
WATER RESOURCES CONTROL BOARD OR THE LAHONTAN REGIONAL
WATER QUALITY CONTROL BOARD (FOR PROJECTS IN THE LAKE TAHOE
HYDROLOGIC UNIT).
THE NPDES PERMITS REQUIRE POSTCONSTRUCTION RUNOFF
(POSTPROJECT HYDROLOGY) TO MATCH THE PRECONSTRUCTION RUNOFF
(PRE-PROJECT HYDROLOGY) WITH THE INSTALLATION OF
POSTCONSTRUCTION STORMWATER MANAGEMENT MEASURES. THE NPDES
PERMITS EMPHASIZE RUNOFF REDUCTION THROUGH ON-SITE
STORMWATER USE, INTERCEPTION, EVAPOTRANSPIRATION, AND
INFILTRATION THROUGH NONSTRUCTURAL CONTROLS, SUCH AS LOW
IMPACT DEVELOPMENT (LID) PRACTICES, AND CONSERVATION DESIGN
MEASURES. STORMWATER VOLUME THAT CANNOT BE ADDRESSED USING
NONSTRUCTURAL PRACTICES IS REQUIRED TO BE CAPTURED IN
STRUCTURAL PRACTICES AND BE APPROVED BY THE ENFORCING AGENCY.
REFER TO THE CURRENT APPLICABLE PERMITS ON THE STATE WATER
RESOURCES CONTROL BOARD WEBSITE AT:WWW.WATERBOARDS.CA.GOV/
CONSTRUCTIONSTORMWATER. CONSIDERATION TO THE STORMWATER
RUNOFF MANAGEMENT MEASURES SHOULD BE GIVEN DURING THE INITIAL
DESIGN PROCESS FOR APPROPRIATE INTEGRATION INTO SITE
DEVELOPMENT.
5.106.4 BICYCLE PARKING
FOR BUILDINGS WITHIN THE AUTHORITY OF CALIFORNIA BUILDING
STANDARDS COMMISSION AS SPECIFIED IN SECTION 103, COMPLY WITH
SECTION 5.106.4.1. FOR BUILDINGS WITHIN THE AUTHORITY OF THE DIVISION
OF THE STATE ARCHITECT PURSUANT TO SECTION 105, COMPLY WITH
SECTION 5.106.4.2.
5.106.4.1 BICYCLE PARKING [BSC-CG]
COMPLY WITH SECTIONS 5.106.4.1.1 AND 5.106.4.1.2;OR MEET THE
APPLICABLE LOCAL ORDINANCE, WHICHEVER IS STRICTER.
5.106.4.1.1 SHORT-TERM BICYCLE PARKING
IF THE NEW PROJECT OR AN ADDITION OR ALTERATION IS ANTICIPATED
TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED
BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS’ENTRANCE, READILY
VISIBLE TO PASSERS-BY, FOR 5 PERCENT OF NEW VISITOR MOTORIZED
VEHICLE PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE
TWO-BIKE CAPACITY RACK.
CHAPTER 1 - ADMINISTRATION
SECTION 101 GENERAL
101.1 TITLE.
THESE REGULATIONS SHALL BE KNOWN AS THE CALIFORNIA GREEN
BUILDING STANDARDS CODE AND MAY BE CITED AS SUCH AND WILL BE
REFERRED TO HEREIN AS “THIS CODE.”IT IS INTENDED THAT IT SHALL ALSO
BE KNOWN AS THE CALGREEN CODE. THE CALIFORNIA GREEN BUILDING
STANDARDS CODE IS PART 11 OF THIRTEEN PARTS OF THE OFFICIAL
COMPILATION AND PUBLICATION OF THE ADOPTION, AMENDMENT AND
REPEAL OF BUILDING REGULATIONS TO THE CALIFORNIA CODE OF
REGULATIONS, TITLE 24, ALSO REFERRED TO AS THE CALIFORNIA BUILDING
STANDARDS CODE.
101.2 PURPOSE.
THE PURPOSE OF THIS CODE IS TO IMPROVE PUBLIC HEALTH, SAFETY AND
GENERAL WELFARE BY ENHANCING THE DESIGN AND CONSTRUCTION OF
BUILDINGS THROUGH THE USE OF BUILDING CONCEPTS HAVING A REDUCED
NEGATIVE IMPACT OR POSITIVE ENVIRONMENTAL IMPACT AND
ENCOURAGING SUSTAINABLE CONSTRUCTION PRACTICES IN THE
FOLLOWING CATEGORIES:
1. PLANNING AND DESIGN.
2. ENERGY EFFICIENCY.
3. WATER EFFICIENCY AND CONSERVATION.
4. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY.
5. ENVIRONMENTAL QUALITY.
101.3 SCOPE.
THE PROVISIONS OF THIS CODE SHALL APPLY TO THE PLANNING, DESIGN,
OPERATION, CONSTRUCTION, USE AND OCCUPANCY OF EVERY NEWLY
CONSTRUCTED BUILDING OR STRUCTURE, UNLESS OTHERWISE INDICATED
IN THIS CODE, THROUGHOUT THE STATE OF CALIFORNIA.
IT IS NOT THE INTENT THAT THIS CODE SUBSTITUTE OR BE IDENTIFIED AS
MEETING THE CERTIFICATION REQUIREMENTS OF ANY GREEN BUILDING
PROGRAM.
SECTION 301 GENERAL
301.1 SCOPE.
BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING
MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS
CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE
ALSO INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN
THE DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS
CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR
CITY AND COUNTY AS SPECIFIED IN SECTION 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS
[BSC-CG]THE PROVISIONS OF INDIVIDUAL SECTIONS OF CHAPTER 5 APPLY
TO NEWLY CONSTRUCTED BUILDINGS, BUILDING ADDITIONS OF 1,000
SQUARE FEET OR GREATER, AND/OR BUILDING ALTERATIONS WITH A
PERMIT VALUATION OF $200,000 OR ABOVE (FOR OCCUPANCIES WITHIN THE
AUTHORITY OF CALIFORNIA BUILDING STANDARDS COMMISSION). CODE
SECTIONS RELEVANT TO ADDITIONS AND ALTERATIONS SHALL ONLY APPLY
TO THE PORTIONS OF THE BUILDING BEING ADDED OR ALTERED WITHIN THE
SCOPE OF THE PERMITTED WORK.
A CODE SECTION WILL BE DESIGNATED BY A BANNER TO INDICATE WHERE
THE CODE SECTION ONLY APPLIES TO NEWLY CONSTRUCTED BUILDINGS [N]
OR TO ADDITIONS AND/OR ALTERATIONS [A]. WHEN THE CODE SECTION
APPLIES TO BOTH, NO BANNER WILL BE USED.
301.3.1 NONRESIDENTIAL ADDITIONS AND ALTERATIONS THAT CAUSE
UPDATES TO PLUMBING FIXTURES ONLY:
NOTE: ON AND AFTER JANUARY 1, 2014, CERTAIN COMMERCIAL REAL
PROPERTY, AS DEFINED IN CIVIL CODE SECTION 1101.3, SHALL HAVE ITS
NONCOMPLIANT PLUMBING FIXTURES REPLACED WITH APPROPRIATE
WATER-CONSERVING PLUMBING FIXTURES UNDER SPECIFIC
CIRCUMSTANCES. SEE CIVIL CODE SECTION 1101.1 ET SEQ.FOR
DEFINITIONS, TYPES OF COMMERCIAL REAL PROPERTY AFFECTED,
EFFECTIVE DATES, CIRCUMSTANCES NECESSITATING REPLACEMENT OF
NONCOMPLIANT PLUMBING FIXTURES, AND DUTIES AND
RESPONSIBILITIES FOR ENSURING COMPLIANCE.
301.3.2 WASTE DIVERSION
THE REQUIREMENTS OF SECTION 5.408 SHALL BE REQUIRED FOR
ADDITIONS AND ALTERATIONS WHENEVER A PERMIT IS REQUIRED FOR
WORK.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES (SEE GBSC)
301.5 HEALTH FACILITIES (SEE GBSC)
SECTION 302 MIXED OCCUPANCY
BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS.
IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL
COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO
EACH SPECIFIC OCCUPANCY.
SECTION 102 CONSTRUCTION
DOCUMENTS AND INSTALLATION
VERIFICATION
102.1 SUBMITTAL DOCUMENTS.
CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL BE SUBMITTED IN
ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT. WHERE
SPECIAL CONDITIONS EXIST, THE ENFORCING AGENCY IS AUTHORIZED TO
REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS TO BE PREPARED BY A
LICENSED DESIGN PROFESSIONAL AND MAY BE SUBMITTED SEPARATELY.
EXCEPTION:THE ENFORCING AGENCY IS AUTHORIZED TO WAIVE THE
SUBMISSION OF CONSTRUCTION DOCUMENTS AND OTHER DATA NOT
REQUIRED TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL.
102.2 INFORMATION ON CONSTRUCTION DOCUMENTS.
CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO
INDICATE THE LOCATION, NATURE AND SCOPE OF THE PROPOSED GREEN
BUILDING FEATURE AND SHOW THAT IT WILL CONFORM TO THE PROVISIONS
OF THIS CODE, THE CALIFORNIA BUILDING STANDARDS CODE AND OTHER
RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS AS DETERMINED
BY THE ENFORCING AGENCY.
102.3 VERIFICATION.
DOCUMENTATION OF CONFORMANCE FOR APPLICABLE GREEN BUILDING
MEASURES SHALL BE PROVIDED TO THE ENFORCING AGENCY. ALTERNATE
METHODS OF DOCUMENTATION SHALL BE ACCEPTABLE WHEN THE
ENFORCING AGENCY FINDS THAT THE PROPOSED ALTERNATE
DOCUMENTATION IS SATISFACTORY TO DEMONSTRATE SUBSTANTIAL
CONFORMANCE WITH THE INTENT OF THE PROPOSED GREEN BUILDING
MEASURE.
CHAPTER 3 - GREEN BUILDING
CHAPTER 5 - NONRESIDENTIAL
MANDATORY MEASURES
2. THE RACEWAY(S) SHALL ORIGINATE AT A SERVICE PANEL OR A
SUBPANEL(S) SERVING THE AREA, AND SHALL TERMINATE IN
CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE
CHARGING EQUIPMENT AND INTO LISTED SUITABLE CABINET(S),
BOX(ES), ENCLOSURE(S) OR EQUIVALENT.
3. PLAN DESIGN SHALL BE BASED UPON 40-AMPERE MINIMUM
BRANCH CIRCUITS.
4. ELECTRICAL CALCULATIONS SHALL SUBSTANTIATE THE DESIGN
OF THE ELECTRICAL SYSTEM, TO INCLUDE THE RATING OF
EQUIPMENT AND ANY ON-SITE DISTRIBUTION TRANSFORMERS
1. AND HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY
CHARGE ALL REQUIRED EVS AT ITS FULL RATED AMPERAGE.
5. THE SERVICE PANEL OR SUBPANEL(S) SHALL HAVE SUFFICIENT
CAPACITY TO ACCOMMODATE THE REQUIRED NUMBER OF
DEDICATED BRANCH CIRCUIT(S) FOR THE FUTURE INSTALLATION
OF THE EVSE.
5.106.5.3.3 EV CHARGING SPACE CALCULATION [N]
TABLE 5.106.5.3.3 SHALL BE USED TO DETERMINE IF SINGLE OR
MULTIPLE CHARGING SPACE REQUIREMENTS APPLY FOR THE FUTURE
INSTALLATION OF EVSE.
EXCEPTIONS:ON A CASE-BY-CASE BASIS WHERE THE LOCAL
ENFORCING AGENCY HAS DETERMINED EV CHARGING AND
INFRASTRUCTURE IS NOT FEASIBLE BASED UPON ONE OR MORE OF
THE FOLLOWING CONDITIONS:
1. WHERE THERE IS INSUFFICIENT ELECTRICAL SUPPLY.
2. WHERE THERE IS EVIDENCE SUITABLE TO THE LOCAL
ENFORCING AGENCY SUBSTANTIATING THAT ADDITIONAL
LOCAL UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS,
DIRECTLY RELATED TO THE IMPLEMENTATION OF SECTION
5.106.5.3,MAY ADVERSELY IMPACT THE CONSTRUCTION
COST OF THE PROJECT.
*CALCULATIONS FOR SPACES SHALL BE ROUNDED UP TO THE NEAREST
WHOLE NUMBER
5.106.5.3.4 [N] IDENTIFICATION
THE SERVICE PANEL OR SUBPANEL(S) CIRCUIT DIRECTORY SHALL IDENTIFY THE
RESERVED OVERCURRENT PROTECTIVE DEVICE SPACE(S) FOR FUTURE EV
CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE
PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE.”
5.106.5.3.5 [N]
FUTURE CHARGING SPACES QUALIFY AS DESIGNATED PARKING AS DESCRIBED
IN SECTION 5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES.
NOTE: FUTURE ELECTRIC VEHICLE CHARGING SPACES SHALL COUNTY TOWARD
THE TOTAL PARKING SPACES REQUIRED BY THE LOCAL ENFORCING AGENCIES.
5.106.8 LIGHT POLLUTION REDUCTION [N].I
OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY
WITH THE FOLLOWING:
1. THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY CODE FOR
LIGHTING ZONES 0-4 AS DEFINED IN CHAPTER 10, SECTION 10-114 OF
THE CALIFORNIA ADMINISTRATIVE CODE; AND
2. BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11 (SHOWN IN TABLE
A-1 IN CHAPTER 8);
3. UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA ENERGY
CODE (SHOWN IN TABLES 130.2-A AND 130.2-B IN CHAPTER 8) AND
4. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE
5.106.8 [N],
OR COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED PURSUANT TO
SECTION 101.7, WHICHEVER IS MORE STRINGENT.
EXCEPTIONS: [N]
1. LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 130.2(B) AND
140.7 OF THE CALIFORNIA ENERGY CODE
2. EMERGENCY LIGHTING.
3. BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE 140.7-B OF
THE CALIFORNIA ENERGY CODE, PART 6.
4. CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL ENFORCING
AGENCY, AS PERMITTED BY SECTION 101.8 ALTERNATE MATERIALS,
DESIGNS AND METHODS OF CONSTRUCTION.
5. LUMINAIRES WITH LESS THAN 6,200 INITIAL LUMINAIRE LUMENS.
NOTES: [N]
1. SEE ALSO CALIFORNIA BUILDING CODE, CHAPTER 12, SECTION 1205.7
FOR COLLEGE CAMPUS LIGHTING REQUIREMENTS FOR PARKING
FACILITIES AND WALKWAYS.
2. REFER TO CHAPTER 8 (COMPLIANCE FORMS, WORKSHEETS AND
REFERENCE MATERIAL) FOR IES TM-15-11 TABLE A1, CALIFORNIA
ENERGY CODE TABLES 130.2-A AND 130.2-B.
3. REFER TO THE CALIFORNIA ENERGY CODE FOR REQUIREMENTS FOR
ADDITIONS AND ALTERATIONS.
EXCEPTION:ADDITIONS OR ALTERATIONS WHICH ADD NINE OR LESS
VISITOR VEHICULAR PARKING SPACES.
5.106.4.1.2 LONG-TERM BICYCLE PARKING
FOR NEW BUILDINGS WITH TENANT SPACES THAT HAVE 10 OR MORE
TENANT-OCCUPANTS, PROVIDE SECURE BICYCLE PARKING FOR 5
PERCENT OF THE TENANT-OCCUPANT VEHICULAR PARKING SPACES
WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY.
5.106.4.1.3
FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT-
OCCUPANT VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE
PARKING FOR 5 PERCENT OF THE TENANT VEHICULAR PARKING SPACES
BEING ADDED, WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY.
5.106.4.1.4
FOR NEW SHELL BUILDINGS IN PHASED PROJECTS PROVIDE SECURE
BICYCLE PARKING FOR 5 PERCENT OF THE ANTICIPATED TENANT-
OCCUPANT VEHICULAR PARKING SPACES WITH A MINIMUM OF ONE
BICYCLE PARKING FACILITY.
5.106.4.1.5
ACCEPTABLE BICYCLE PARKING FACILITY FOR SECTIONS 5.106.4.1.2,
5.106.4.1.3, AND 5.106.4.1.4 SHALL BE CONVENIENT FROM THE STREET
AND SHALL MEET ONE OF THE FOLLOWING:
1. COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY
ANCHORED RACKS FOR BICYCLES;
2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED
RACKS; OR
3. LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.
NOTE:ADDITIONAL INFORMATION ON RECOMMENDED BICYCLE
ACCOMMODATIONS MAY BE OBTAINED FROM SACRAMENTO
AREA BICYCLE ADVOCATES.
5.106.4.2 BICYCLE PARKING [DSA]
FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, COMPLY WITH
SECTIONS 5.106.4.2.1 AND 5.106.4.2.2.
5.106.4.2.1 STUDENT BICYCLE PARKING
PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS CONVENIENTLY
ACCESSED WITH A MINIMUM OF FOUR TWO-BIKE CAPACITY RACKS PER
NEW BUILDING.
5.106.4.2.2 STAFF BICYCLE PARKING
PROVIDE PERMANENT, SECURE BICYCLE PARKING CONVENIENTLY
ACCESSED WITH A MINIMUM OF TWO STAFF BICYCLE PARKING SPACES
PER NEW BUILDING. ACCEPTABLE BICYCLE PARKING FACILITIES SHALL
BE CONVENIENT FROM THE STREET OR STAFF PARKING AREA AND
SHALL MEET ONE OF THE FOLLOWING:
1. COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY
ANCHORED RACKS FOR BICYCLES;
2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED
RACKS; OR
3. LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.
5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES
IN NEW PROJECTS OR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE
VEHICULAR PARKING SPACES, PROVIDE DESIGNATED PARKING FOR ANY
COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT AND CARPOOL/VAN POOL
VEHICLES AS FOLLOWS:
*CALCULATION FOR SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE
NUMBER
NOTE: DESIGNATED PARKING FOR CLEAN AIR VEHICLES SHALL COUNT TOWARD
THE TOTAL PARKING SPACES REQUIRED BY THE LOCAL ENFORCING AGENCIES
5.106.5.2.1 PARKING STALL MARKING
PAINT, IN THE PAINT USED FOR STALL STRIPING, THE FOLLOWING
CHARACTERS SUCH THAT THE LOWER EDGE OF THE LAST WORD
ALIGNS WITH THE END OF THE STALL STRIPING AND IS VISIBLE BENEATH
A PARKED VEHICLE: CLEAN AIR/ VANPOOL/EV
NOTE:VEHICLES BEARING CLEAN AIR VEHICLE STICKERS FROM
EXPIRED HOV LANE PROGRAMS MAY BE CONSIDERED ELIGIBLE FOR
DESIGNATED PARKING SPACES.
5.106.5.3 ELECTRIC VEHICLE (EV) CHARGING [N]
CONSTRUCTION SHALL COMPLY WITH SECTION 5.106.5.3.1 OR SECTION
5.106.5.3.2 TO FACILITATE FUTURE INSTALLATION OF ELECTRIC VEHICLE
SUPPLY EQUIPMENT (EVSE). WHEN EVSE(S) IS/ARE INSTALLED, IT SHALL BE
IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, THE CALIFORNIA
ELECTRICAL CODE AND AS FOLLOWS:
5.106.5.3.1 SINGLE CHARGING SPACE REQUIREMENTS [N]
WHEN ONLY A SINGLE CHARGING SPACE IS REQUIRED PER TABLE
5.106.5.3.3,A RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME OF
CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND
SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE
FOLLOWING:
1. THE TYPE AND LOCATION OF THE EVSE.
2. A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240-
VOLT DEDICATED BRANCH CIRCUIT.
3. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1.”
4. THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR A
SUBPANEL SERVING THE AREA, AND SHALL TERMINATE IN CLOSE
PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING
EQUIPMENT AND INTO A LISTED SUITABLE CABINET, BOX,
ENCLOSURE OR EQUIVALENT.
5. THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT
CAPACITY TO ACCOMMODATE A MINIMUM 40-AMPERE
DEDICATED BRANCH CIRCUIT FOR THE FUTURE INSTALLATION
OF THE EVSE.
5.106.5.3.2 MULTIPLE CHARGING SPACE REQUIREMENTS [N]
WHEN MULTIPLE CHARGING SPACES ARE REQUIRED PER TABLE
5.106.5.3.3 RACEWAY(S) IS/ARE REQUIRED TO BE INSTALLED AT THE TIME
OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH
THE CALIFORNIA ELECTRICAL CODE CONSTRUCTION PLANS AND
SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE
FOLLOWING:
1. THE TYPE AND LOCATION OF THE EVSE.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS.
FOR SHELL BUILDINGS AND OTHERS CONSTRUCTED FOR FUTURE TENANT
IMPROVEMENTS, ONLY THOSE CODE MEASURES RELEVANT TO THE
BUILDING COMPONENTS AND SYSTEMS CONSIDERED TO BE NEW
CONSTRUCTION (OR NEWLY CONSTRUCTED) SHALL APPLY.
303.1.1 INITIAL TENANT IMPROVEMENTS
THE PROVISIONS OF THIS CODE SHALL APPLY ONNLY TO THE INITIAL
TENANT IMPROVEMENTS TO A PROJECT. SUBSEQUENT TENANT
IMPROVEMENTS SHALL COMPLY WITH THE SCOPING PROVISIONS IN
SECTION 301.3 NON-RESIDENTIAL ADDITIONS AND ALTERATIONS.
1. IESNA LIGHTING ZONES 0 ARE NOT APPLICABLE; REFER TO LIGHTING ZONES AS
DEFINED IN THE CALIFORNIA ENERGY CODE AND CHAPTER 10 OF THE CALIFORNIA
ADMINISTRATIVE CODE.
2. FOR PROPERTY LINES THAT ABUT PUBLIC WALKWAYS, BIKEWAYS, PLAZAS AND
PARKING LOTS, THE PROPERTY LINE MAY BE CONSIDERED TO BE 5 FEET BEYOND
THE ACTUAL PROPERTY LINE FOR PURPOSE OF DETERMINING COMPLIANCE WITH
THIS SECTION. FOR PROPERTY LINES THAT ABUT PUBLIC ROADWAYS AND PUBLIC
TRANSIT CORRIDORS, THE PROPERTY LINE MAY BE CONSIDERED TO BE THE
CENTERLINE OF THE PUBLIC ROADWAY OR PUBLIC TRANSIT CORRIDOR FOR THE
PURPOSE OF DETERMINING COMPLIANCE WITH THIS SECTION.
3. GENERAL LIGHTING LUMINAIRES IN AREAS SUCH AS OUTDOOR PARKING, SALES OR
STORAGE LOTS SHALL MEET THESE REDUCED RATINGS. DECORATIVE LUMINAIRES
LOCATED IN THESE AREAS SHALL MEET U-VALUE LIMITS FOR "ALL OTHER OUTDOOR
LIGHTING."
5.106.8.1 FACING -BACKLIGHT
LUMINAIRES WITHIN 2MH OF A PROPERTY LINE SHALL BE ORIENTED SO THAT
THE NEAREST PROPERTY LINE IS BEHIND THE FIXTURE, AND SHALL COMPLY
WITH THE BACKLIGHT RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE
LIGHTING ZONE AND DISTANCE TO THE NEAREST POINT OF THAT PROPERTY
LINE.
EXCEPTION:CORNERS. IF TWO PROPERTY LINES (OR TWO SEGMENTS OF THE
SAME PROPERTY LINE) HAVE EQUIDISTANT POINTS TO THE LUMINAIRE, THEN
THE LUMINAIRE MAY BE ORIENTED SO THAT THE INTERSECTION OF THE TWO
LINES (THE CORNER) IS DIRECTLY BEHIND THE LUMINAIRE. THE LUMINAIRE
SHALL STILL USE THE DISTANCE TO THE NEAREST POINT(S) ON THE PROPERTY
LINES TO DETERMINE THE REQUIRED BACKLIGHT RATING.
5.106.8.2 FACING -GLARE
FOR LUMINAIRES COVERED BY 5.106.8.1, IF A PROPERTY LINE ALSO EXISTS
WITHIN OR EXTENDS INTO THE FRONT HEMISPHERE WITHIN 2MH OF THE
LUMINAIRE THEN THE LUMINAIRE SHALL COMPLY WITH THE MORE STRIGENT
GLARE RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE LIGHTING ZONE AND
DISTANCE TO THE NEAREST POINT ON THE NEAREST PROPERTY LINE WITHIN
THE FRONT HEMISPHERE.
5.106.10 GRADING AND PAVING
CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE
SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM
ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER
INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1. SWALES.
2. WATER COLLECTION AND DISPOSAL SYSTEMS.
3. FRENCH DRAINS.
4. WATER RETENTION GARDENS.
5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM
BUILDINGS AND AID IN GROUNDWATER RECHARGE.
EXCEPTION:ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE
PATH.
5.106.12 SHADE TREES [DSA-SS].
SHADE TREES SHALL BE PLANTED TO COMPLY WITH SECTIONS 5.106.12.1,
5.106.12.2, AND 5.106.12.3. PERCENTAGES SHOWN SHALL BE MEASURED AT
NOON ON THE SUMMER SOLSTICE. LANDSCAPE IRRIGATIONNECESSARY TO
ESTABLISH AND MAINTAIN TREE HEALTH SHALL COMPLY WITH SECTION 5.304.6.
5.106.12.1 SURFACE PARKING AREAS
SHADE TREE PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL, SHALL
BE INSTALLED TO PROVIDE SHADE OVER 50 PERCENT OF THE PARKING
AREA WITHIN 15 YEARS.
EXCEPTIONS:THE SURFACE PARKING AREA COVERED BY SOLAR
PHOTOVOLTAIC SHADE STRUCTURES, OR SHADE STRUCTURES, WITH
ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2 IN
APPENDIX A5, ARE NOT INCLUDED IN THE TOTAL AREA CALCULATIONS.
5.106.12.2 LANDSCAPE AREAS
SHADE TRESS PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL SHALL
BE INSTALLED TO PROVIDE SHADE OF 20% OF THE LANDSCAPE AREA
WITHIN 15 YEARS.
EXCEPTIONS:PLAYFIELDS FOR ORGANIZED SPORT ACTIVITY ARE NOT
INCLUDED IN THE TOTAL AREA CALCULATION.
5.106.12.3. HARDSCAPE AREAS.
SHADE TREE PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL SHALL
BE INSTALLED TO PROVIDE SHADE OVER 20% OF THE HARDSCAPE AREA
WITHIN 15 YEARS.
EXCEPTIONS:WALKS, HARDSCAPE AREAS COVERED BY SOLAR
PHOTOVOLTAIC SHADE STRUCTURES, AND HARDSCAPE AREAS
COVERED BY SHADE STRUCTURES WITH ROOFING MATERIALS THAT
COMPLY WITH TABLE A5.106.11.2.2 IN APPENDIX A5, ARE NOT INCLUDED
IN THE TOTAL AREA CALCULATION.
5.303 INDOOR WATER USE
DIVISION 5.3 WATER EFFICIENCY AND
CONSERVATION
5.303.1 METERS
SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR THE
USES DESCRIBED IN SECTIONS 5.303.1.1 AND 5.303.1.2.
5.303.1.1 NEW BUILDINGS OR ADDITIONS IN EXCESS OF 50,000 SQUARE FEET
SEPARATE SUBMETERS SHALL BE INSTALLED AS FOLLOWS:
1. FOR EACH INDIVIDUAL LEASED, RENTED, OR OTHER TENANT SPACE
WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100
GAL/DAY (380 L/DAY), INCLUDING, BUT NOT LIMITED TO, SPACES
USED FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD
SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY
SALON OR BARBER SHOP.
2. WHERE SEPARATE SUBMETERS FOR INDIVIDUAL BUILDING TENANTS
ARE UNFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING
SUBSYSTEMS:
5.201 GENERAL
DIVISION 5.2 ENERGY EFFICIENCY
5.201.1 SCOPE.CALIFORNIA ENERGY CODE
FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS
CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT
MANDATORY BUILDING STANDARDS.
5.301 GENERAL
5.301.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF
CONSERVING WATER USED INDOORS, OUTDOORS AND IN WASTEWATER
CONVEYANCE.
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KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
DAVID GIBBS
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (JANUARY 2020, INCLUDES JULY 2021 SUPPLEMENT)
5.303.3.2 URINALS
5.303.3.2.1 WALL-MOUNTED URINALS
THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL
NOT EXCEED 0.125 GALLONS PER FLUSH.
5.303.3.2.2 FLOOR-MOUNTED URINALS
THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED OR OTHER
URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.
5.303.3.3 SHOWERHEADS. [BSC-CG]
5.303.3.3.1 SINGLE SHOWERHEAD
SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE
THAN 1.8 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE
CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA
WATERSENSE SPECIFICATION FOR SHOWERHEADS.
5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER
WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE
COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER
SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT
EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE
DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION
AT A TIME.
NOTE:A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.
5.303.3.4 FAUCETS AND FOUNTAINS
5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS
LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE
THAN 0.5 GALLONS PER MINUTE AT 60 PSI.
5.303.3.4.2 KITCHEN FAUCETS
KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE
THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY
TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT
NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST
DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60
PSI.
5.303.3.4.3 WASH FOUNTAINS
WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE
THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI].
5.303.3.4.4 METERING FAUCETS
METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS
PER CYCLE.
5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINS
METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM
FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM
SPACE (INCHES) AT 60 PSI].
NOTE:WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR
OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.
5.303.3.4.6 PRE-RINSE SPRAY VALVE
WHEN INSTALLED, SHALL MEET THE REQUIREMENTS IN THE CALIFORNIA
CODE OF REGULATIONS, TITLE 20 (APPLIANCE EFFICIENCY
REGULATIONS), SECTION 1605.1(H)(4) TABLE H-2, SECTION 1605.3(H)(4)(A),
AND SECTION 1607(D)(7), AND SHALL BE EQUIPPED WITH AN INTEGRAL
AUTOMATIC SHUTOFF.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT
5.303.4.1 FOOD WASTE DISPOSERS
DISPOSERS SHALL EITHER MODULATE THE USE OF WATER TO NO MORE
THAN 1 GPM WHEN THE DISPOSER IS NOT IN USE (NOT ACTIVELY
GRINDING FOOD WASTE/NO-LOAD) OR SHALL AUTOMATICALLY SHUT
OFF AFTER NO MORE THAN 10 MINUTES OF INACTIVITY. DISPOSERS
SHALL USE NO MORE THAN 8 GPM OF WATER.
NOTE:THIS CODE SECTION DOES NOT AFFECT LOCAL JURISDICTION
AUTHORITY TO PROHIBIT OR REQUIRE DISPOSER INSTALLATION.
5.303.5 AREAS OF ADDITION OR ALTERATION
FOR THOSE OCCUPANCIES WITHIN THE AUTHORITY OF THE CALIFORNIA
BUILDING STANDARDS COMMISSION AS SPECIFIED IN SECTION 103, THE
PROVISIONS OF SECTIONS 5.303.3 AND 5.303.4 SHALL APPLY TO NEW
FIXTURES IN ADDITIONS OR AREAS OF ALTERATION TO THE BUILDING.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS
PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE
WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE
STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING
CODE AND IN CHAPTER 6 OF THIS CODE.
5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION
PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION
ENVELOPE AS REQUIRED BY CALIFORNIA BUILDING CODE SECTION 1402.2
(WEATHER PROTECTION), MANUFACTURER’S INSTALLATION INSTRUCTIONS
OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT.
5.407.2 MOISTURE CONTROL
EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS.
5.407.2.1 SPRINKLERS
DESIGN AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT
SPRAY ON STRUCTURES.
5.407.2.2 ENTRIES AND OPENINGS
DESIGN EXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT
TRAFFIC OR WIND-DRIVEN RAIN TO PREVENT WATER INTRUSION INTO
BUILDINGS AS FOLLOWS:
5.407.2.2.1 EXTERIOR DOOR PROTECTION
PRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT
WATER INTRUSION BY USING NONABSORBENT FLOOR AND WALL
FINISHES WITHIN AT LEAST 2 FEET AROUND AND PERPENDICULAR
TO SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING:
1. AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH.
2. THE DOOR IS PROTECTED BY A ROOF OVERHANG AT LEAST 4
FEET IN DEPTH.
3. THE DOOR IS RECESSED AT LEAST 4 FEET.
4. OTHER METHODS WHICH PROVIDE EQUIVALENT
PROTECTION.
5.407.2.2.2 FLASHING
INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION,
DISPOSAL AND RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT
RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE
NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN
ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A
LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
ORDINANCE, WHICHEVER IS MORE STRINGENT.
5.408.1.1 CONSTRUCTION WASTE MANAGEMENT PLAN
WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND
DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE
STRINGENT, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN
THAT
1. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE
MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT
USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR
FUTURE USE OR SALE.
2. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE
MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR
BULK MIXED (SINGLE STREAM).
3. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND
DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN.
4. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND
DEMOLITION WASTE MATERIALS DIVERTED SHALL BE
CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH.
5.408.1.2 WASTE MANAGEMENT COMPANY
UTILIZE A WASTE MANAGEMENT COMPANY THAT CAN PROVIDE
VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF
CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM
THE LANDFILL COMPLIES WITH THIS SECTION.
NOTE:THE OWNER OR CONTRACTOR SHALL MAKE THE
DETERMINATION IF THE CONSTRUCTION AND DEMOLITION WASTE
MATERIAL WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY.
EXCEPTIONS TO SECTIONS 5.408.1.1 AND 5.408.1.2:
1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS.
2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY
WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE
FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO
NOT EXIST.
3. DEMOLITION WASTE MEETING LOCAL ORDINANCE OR
CALCULATED IN CONSIDERATION OF LOCAL RECYCLING
FACILITIES AND MARKETS.
5.408.1.3 WASTE STREAM REDUCTION ALTERNATIVE
THE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES
NOT EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY
BE DEEMED TO MEET THE 65 PERCENT MINIMUM REQUIREMENT AS
APPROVED BY THE ENFORCING AGENCY.
5.408.1.4 DOCUMENTATION
DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY
WHICH DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.1.1
THROUGH 5.408.1.3. THE WASTE MANAGEMENT PLAN SHALL BE
UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING
CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.
NOTES:
1. SAMPLE FORMS FOUND IN “A GUIDE TO THE CALIFORNIA GREEN
BUILDING STANDARDS CODE (NONRESIDENTIAL)”LOCATED AT
5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS
NONRESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH A LOCAL WATER
EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA
DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT
LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT.
NOTES:
1. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) IS
LOCATED IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 23,
CHAPTER 2. 7, DIVISION 2.
2. MWELO AND SUPPORTING DOCUMENTS, INCLUDING A WATER
BUDGET CALCULATOR, ARE AVAILABLE AT: https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS
FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, LANDSCAPE PROJECTS
AS DESCRIBED IN SECTIONS 5.304.6.1 AND 5.304.6.2 SHALL COMPLY WITH
THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER
EFFICIENT LANDSCAPE ORDINANCE (MWELO) COMMENCING WITH SECTION
490 OF CHAPTER 2.7, DIVISION 2, TITLE 23, CALIFORNIA CODE OF .
5.401 GENERAL
5.401.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF ACHIEVING
MATERIAL CONSERVATION AND RESOURCE EFFICIENCY THROUGH
PROTECTION OF BUILDINGS FROM EXTERIOR MOISTURE, CONSTRUCTION
WASTE DIVERSION, EMPLOYMENT OF TECHNIQUES TO REDUCE POLLUTION
THROUGH RECYCLING OF MATERIALS, AND BUILDING COMMISSIONING OR
TESTING AND ADJUSTING.
DIVISION 5.4 MATERIAL CONSERVATION
AND RESOURCE EFFICIENCY
NOTES:
1. IF CONTAMINATION BY DISEASE OR PEST INFESTATION IS SUSPECTED,
CONTACT THE COUNTY AGRICULTURAL COMMISSIONER AND FOLLOW
ITS DIRECTION FOR RECYCLING OR DISPOSAL OF THE MATERIAL.
(www.cdfa.ca.gov/exec/county/county_contacts.html)
2. FOR A MAP OF KNOWN PEST AND/OR DISEASE QUARANTINE ZONES,
CONSULT WITH THE CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE. (www.cdfa.ca.gov)
5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS
PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING
AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF
NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM)
PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE,
AND METALS OR MEET A LAWFULLY ENACTED LOCAL RECYCLING
ORDINANCE, IF MORE RESTRICTIVE.
EXCEPTION:RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE
EXEMPTION IN PUBLIC RESOURCES CODE 42649.82 (A)(2)(A) ET SEQ.
SHALL ALSO BE EXEMPT FROM THE ORGANIC WASTE PORTION OF THIS
SECTION.
5.410.1.1 ADDITIONS
ALL ADDITIONS CONDUCTED WITHIN A 12-MONTH PERIOD UNDER SINGLE
OR MULTIPLE PERMITS, RESULTING IN AN INCREASE OF 30 PERCENT OR
MORE IN FLOOR AREA, SHALL PROVIDE RECYCLING AREAS ON SITE.
EXCEPTION:ADDITIONS WITHIN A TENANT SPACE RESULTING IN LESS
THAN A 30-PERCENT INCREASE IN THE TENANT SPACE FLOOR AREA.
5.410.1.2 SAMPLE ORDINANCE
SPACE ALLOCATION FOR RECYCLING AREAS SHALL COMPLY WITH
CHAPTER 18, PART 3, DIVISION 30 OF THE PUBLIC RESOURCES CODE.
CHAPTER 18 IS KNOWN AS THE CALIFORNIA SOLID WASTE REUSE AND
RECYCLING ACCESS ACT OF 1991 (ACT).
NOTE:A SAMPLE ORDINANCE FOR USE BY LOCAL AGENCIES MAY BE
FOUND IN APPENDIX A OF THE DOCUMENT AT THE CALRECYCLE’S WEB
SITE
5.410.2 COMMISSIONING. [N] NEW BUILDINGS 10,000 SQUARE FEET AND
OVER
FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING
COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION
PROCESSES OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING
SYSTEMS AND COMPONENTS MEET THE OWNER’S OR OWNER
REPRESENTATIVE’S PROJECT REQUIREMENTS. COMMISSIONING SHALL BE
PERFORMED IN ACCORDANCE WITH THIS SECTION BY TRAINED PERSONNEL
WITH EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY.
FOR I-OCCUPANCIES THAT ARE NOT REGULATED BY OSHPD OR FOR I-
OCCUPANCIES AND L-OCCUPANCIES THAT ARE NOT REGULATED BY THE
CALIFORNIA ENERGY CODE SECTION 100.0 SCOPE, ALL REQUIREMENTS IN
SECTIONS 5.410.2 THROUGH 5.410.2.6 SHALL APPLY.
NOTE:FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION 100)
OF THE CALIFORNIA ENERGY CODE, INCLUDING HEATING, VENTILATION, AIR
CONDITIONING (HVAC) SYSTEMS AND CONTROLS, INDOOR LIGHTING
SYSTEMS AND CONTROLS, AS WELL AS WATER HEATING SYSTEMS AND
CONTROLS, REFER TO CALIFORNIA ENERGY CODE SECTION 120.8 FOR
COMMISSIONING REQUIREMENTS.
COMMISSIONING REQUIREMENTS SHALL INCLUDE:
1. OWNER’S OR OWNER REPRESENTATIVE’S PROJECT
REQUIREMENTS.
2. BASIS OF DESIGN.
3. COMMISSIONING MEASURES SHOWN IN THE CONSTRUCTION
DOCUMENTS.
4. COMMISSIONING PLAN.
5. FUNCTIONAL PERFORMANCE TESTING.
6. DOCUMENTATION AND TRAINING.
7. COMMISSIONING REPORT.
EXCEPTIONS:
1. UNCONDITIONED WAREHOUSES OF ANY SIZE.
2. AREAS LESS THAN 10,000 SQUARE FEET USED FOR OFFICES OR
OTHER CONDITIONED ACCESSORY SPACES WITHIN UNCONDITIONED
WAREHOUSES.
3. TENANT IMPROVEMENTS LESS THAN 10,000 SQUARE FEET AS
DESCRIBED IN SECTION 303.1.1.
4. OPEN PARKING GARAGES OF ANY SIZE, OR OPEN PARKING GARAGE
AREAS, OF ANY SIZE, WITHIN A STRUCTURE.
NOTE:FOR THE PURPOSES OF THIS SECTION, UNCONDITIONED
SHALL MEAN A BUILDING, AREA, OR ROOM WHICH DOES NOT
PROVIDE HEATING AND OR AIR CONDITIONING.
INFORMATIONAL NOTES:
1. IAS AC 476 IS AN ACCREDITATION CRITERIA FOR ORGANIZATIONS
PROVIDING TRAINING AND/OR CERTIFICATION OF
COMMISSIONING PERSONNEL. AC 476 IS AVAILABLE TO THE
AUTHORITY HAVING JURISDICTION AS A REFERENCE FOR
QUALIFICATIONS OF COMMISSIONING PERSONNEL. AC 476 DOES
NOT CERTIFY INDIVIDUALS TO CONDUCT FUNCTIONAL
PERFORMANCE TESTS OR TO ADJUST AND BALANCE SYSTEMS.
2. FUNCTIONAL PERFORMANCE TESTING FOR HEATING,
VENTILATION, AIR CONDITIONING SYSTEMS AND LIGHTING
CONTROLS MUST BE PERFORMED IN COMPLIANCE WITH THE
CALIFORNIA ENERGY CODE.
5.410.2.1 OWNER’S OR OWNER REPRESENTATIVE’S PROJECT
REQUIREMENTS (OPR) [N]
THE EXPECTATIONS AND REQUIREMENTS OF THE BUILDING
APPROPRIATE TO ITS PHASE SHALL BE DOCUMENTED BEFORE THE
DESIGN PHASE OF THE PROJECT BEGINS. THIS DOCUMENTATION SHALL
INCLUDE THE FOLLOWING:
1. ENVIRONMENTAL AND SUSTAINABILITY GOALS.
2. BUILDING SUSTAINABLE GOALS.
3. INDOOR ENVIRONMENTAL QUALITY REQUIREMENTS.
4. PROJECT PROGRAM, INCLUDING FACILITY FUNCTIONS AND
HOURS OF OPERATION, AND NEED FOR AFTER HOURS
OPERATION.
5. EQUIPMENT AND SYSTEMS EXPECTATIONS.
6. BUILDING OCCUPANT AND OPERATION AND MAINTENANCE (O&M)
PERSONNEL EXPECTATIONS.
5.410.2.2 BASIS OF DESIGN (BOD) [N]
A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING
SYSTEMS MEETS THE OPR SHALL BE COMPLETED AT THE DESIGN
PHASE OF THE BUILDING PROJECT. THE BASIS OF DESIGN DOCUMENT
SHALL COVER THE FOLLOWING SYSTEMS:
1. RENEWABLE ENERGY SYSTEMS.
2. LANDSCAPE IRRIGATION SYSTEMS.
3. WATER REUSE SYSTEMS.
5.410.2.3 COMMISSIONING PLAN [N]
PRIOR TO PERMIT ISSUANCE A COMMISSIONING PLAN SHALL BE
COMPLETED TO DOCUMENT HOW THE PROJECT WILL BE
COMMISSIONED. THE COMMISSIONING PLAN SHALL INCLUDE THE
FOLLOWING:
A. GENERAL PROJECT INFORMATION.
B. COMMISSIONING GOALS.
C. SYSTEMS TO BE COMMISSIONED. PLANS TO TEST SYSTEMS AND
COMPONENTS SHALL INCLUDE:
a. AN EXPLANATION OF THE ORIGINAL DESIGN INTENT.
b. EQUIPMENT AND SYSTEMS TO BE TESTED, INCLUDING
THE EXTENT OF TESTS.
c. FUNCTIONS TO BE TESTED.
d. CONDITIONS UNDER WHICH THE TEST SHALL BE
PERFORMED.
e. MEASURABLE CRITERIA FOR ACCEPTABLE
PERFORMANCE.
D. COMMISSIONING TEAM INFORMATION.
E. COMMISSIONING PROCESS ACTIVITIES, SCHEDULES AND
RESPONSIBILITIES. PLANS FOR THE COMPLETION OF
COMMISSIONING SHALL BE INCLUDED.
5.410.2.4 FUNCTIONAL PERFORMANCE TESTING [N]
FUNCTIONAL PERFORMANCE TESTS SHALL DEMONSTRATE THE
CORRECT INSTALLATION AND OPERATION OF EACH COMPONENT,
SYSTEM AND SYSTEM-TO-SYSTEM INTERFACE IN ACCORDANCE WITH
THE APPROVED PLANS AND SPECIFICATIONS. FUNCTIONAL
PERFORMANCE TESTING REPORTS SHALL CONTAIN INFORMATION
ADDRESSING EACH OF THE BUILDING COMPONENTS TESTED, THE
TESTING METHODS UTILIZED, AND INCLUDE ANY READINGS AND
ADJUSTMENTS MADE.
5.410.2.5 DOCUMENTATION AND TRAINING [N]
A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE
REQUIRED, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT
(OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (CCR),
TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.
5.410.2.5.1 SYSTEMS MANUAL [N]
DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING
SHALL BE COMPLETED WITHIN THE SYSTEMS MANUAL AND
DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE. THE
SYSTEMS MANUAL SHALL INCLUDE THE FOLLOWING:
1. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION,
HISTORY AND CURRENT REQUIREMENTS.
2. SITE CONTACT INFORMATION.
3. BASIC OPERATIONS AND MAINTENANCE, INCLUDING
GENERAL SITE OPERATING PROCEDURES, BASIC
TROUBLESHOOTING, RECOMMENDED MAINTENANCE
REQUIREMENTS, SITE EVENTS LOG.
4. MAJOR SYSTEMS.
5. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES.
6. A COPY OF VERIFICATIONS REQUIRED BY THE ENFORCING
AGENCY OR THIS CODE.
7. OTHER RESOURCES AND DOCUMENTATION, IF APPLICABLE.
5.410.2.5.2 SYSTEMS OPERATIONS TRAINING [N]
A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE
STAFF FOR EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE
DEVELOPED AND DOCUMENTED IN THE COMMISSIONING REPORT
AND SHALL INCLUDE THE FOLLOWING:
1. SYSTEM/EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES
AND WITH WHAT OTHER SYSTEMS AND/OR EQUIPMENT IT
INTERFACES).
2. REVIEW AND DEMONSTRATION OF SERVICING/PREVENTIVE
MAINTENANCE.
3. REVIEW OF THE INFORMATION IN THE SYSTEMS MANUAL.
4. REVIEW OF THE RECORD DRAWINGS ON THE SYSTEM/
EQUIPMENT.
5.410.2.6 COMMISSIONING REPORT [N]
A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN
THROUGH THE DESIGN AND CONSTRUCTION PHASES OF THE BUILDING
PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR
REPRESENTATIVE.
5.410.4 TESTING AND ADJUSTING. NEW BUILDINGS LESS THAN 10,000
SQUARE FEET
TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW
BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE
AN HYPERLINK "/VIEWER/CALIFORNIA/CA-GREEN-
CODE-2016/CHAPTER/2/DEFINITIONS#ADDITION"ADDITION OR ALTERATION
SUBJECT TO SECTION HYPERLINK "/VIEWER/CALIFORNIA/CA-GREEN-
CODE-2016/CHAPTER/3/GREEN-BUILDING#303.1"303.1.
5.410.4.1 (RESERVED)
NOTE:FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION
100) OF THE HYPERLINK "/VIEWER/CALIFORNIA/CA-ENERGY-
CODE-2016"CALIFORNIA ENERGY CODE, INCLUDING HEATING,
VENTILATION, AIR CONDITIONING (HVAC) SYSTEMS AND CONTROLS,
INDOOR LIGHTING SYSTEM AND CONTROLS, AS WELL AS WATER
HEATING SYSTEMS AND CONTROLS, REFER TO CALIFORNIA HYPERLINK
"/VIEWER/CALIFORNIA/CA-ENERGY-CODE-2016"ENERGY CODE SECTION
120.8 FOR COMMISSIONING REQUIREMENTS AND SECTIONS 120.5, 120.6,
130.4, AND 140.9(B)3 FOR ADDITIONAL TESTING REQUIREMENTS OF
SPECIFIC SYSTEMS.
5.410.4.2 SYSTEMS
DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND
ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND
ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:
1. RENEWABLE ENERGY SYSTEMS.
2. LANDSCAPE IRRIGATION SYSTEMS.
3. WATER REUSE SYSTEMS.
5.501 GENERAL
DIVISION 5.5 ENVIRONMENTAL QUALITY
5.501.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING
THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING,
AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING’S
INSTALLERS, OCCUPANTS AND NEIGHBORS.
5.503 FIREPLACES
5.503.1 FIREPLACES
INSTALL ONLY A DIRECT-VENT SEALED-COMBUSTION GAS OR SEALED
WOOD-BURNING FIREPLACE, OR A SEALED WOOD-STOVE OR PELLET
STOVE, AND REFER TO RESIDENTIAL REQUIREMENTS IN THE CALIFORNIA
ENERGY CODE, TITLE 24, PART 6, SUBCHAPTER 7, SECTION 150.
WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL COMPLY WITH
APPLICABLE LOCAL ORDINANCES.
5.503.1.1 WOODSTOVES
WOODSTOVE AND PELLET STOVES SHALL COMPLY WITH U.S. EPA NEW
SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS
APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY
ARE CERTIFIED TO MEET THE EMISSION LIMITS.
5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION
THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING
CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF
ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE
FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS
USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM
EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999,
OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992.
REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE
BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF
CONSTRUCTION.
5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL
EQUIPMENT DURING CONSTRUCTION
AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE
CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND
VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE
ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND
DEBRIS WHICH MAY ENTER THE SYSTEM.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL
FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1 THROUGH
5.504.4.6.
5.504.4.1 ADHESIVES, SEALANTS AND CAULKS
ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL
MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:
1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS,
SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY
WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR
QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE,
OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES
5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY
WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN
TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE,
METHYLENE CHLORIDE, PERCHLOROETHYLENE AND
TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS
SPECIFIED IN SUBSECTION 2, BELOW.
2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES,
AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF
PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN
ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID
OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS
AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE
OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF
REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.
a. MAKEUP WATER FOR COOLING TOWERS WHERE FLOW
THROUGH IS GREATER THAN 500 GPM (30 L/S).
b. MAKEUP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6
GPM (0.04 L/S).
c. STEAM AND HOT-WATER BOILERS WITH ENERGY INPUT MORE
THAN 500,000 BTU/H (147 KW).
5.303.1.2 EXCESS CONSUMPTION
A SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR
ANY TENANT WITHIN A NEW BUILDING OR WITHIN AN ADDITION THAT IS
PROJECTED TO CONSUME MORE THAN 1,000 GAL/DAY.
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS
PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS
AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:
5.303.3.1 WATER CLOSETS
THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT
EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE
CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE
SPECIFICATION FOR TANK-TYPE TOILETS.
NOTE:THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED
AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES
AND ONE FULL FLUSH.
REGULATIONS, EXCEPT THAT THE EVAPOTRANSPIRATION ADJUSTMENT
FACTOR (ETAF) SHALL BE 0.65 WITH AN ADDITIONAL WATER ALLOWANCE
FOR SPECIAL LANDSCAPE AREAS (SLA) OF 0.35.
EXCEPTION:ANY PROJECT WITH AN AGGREGATE LANDSCAPE AREA OF
2,500 SQUARE FEET OR LESS MAY COMPLY WITH THE PRESCRIPTIVE
MEASURES CONTAINED IN APPENDIX D OF THE MWELO.
5.304.6.1 NEWLY CONSTRUCTED LANDSCAPES
NEW CONSTRUCTION PROJECTS WITH AN AGGREGATE LANDSCAPE
AREA EQUAL TO OR GREATER THAN 500 SQUARE FEET.
5.304.6.2 REHABILITATED LANDSCAPES
REHABILITATED LANDSCAPE PROJECTS WITH AN AGGREGATE
LANDSCAPE AREA EQUAL TO OR GREATER THAN 1,200 SQUARE FEET.
https://www.dgs.ca.gov/BSC/Resources/Page-Content/Building-
Standards-CommissionResources-List-Folder/CALGreen MAY BE
USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE
WASTE MANAGEMENT PLAN.
2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D)
PROCESSORS CAN BE LOCATED AT THE CALIFORNIA
DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY
(CALRECYCLE).
5.408.2 UNIVERSAL WASTE. [A]
ADDITIONS AND ALTERATIONS TO A BUILDING OR TENANT SPACE THAT
MEET THE SCOPING PROVISIONS IN SECTION 301.3 FOR NONRESIDENTIAL
ADDITIONS AND ALTERATIONS, SHALL REQUIRE VERIFICATION THAT
UNIVERSAL WASTE ITEMS SUCH AS FLUORESCENT LAMPS AND BALLAST
AND MERCURY CONTAINING THERMOSTATS AS WELL AS OTHER CALIFORNIA
PROHIBITED UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY
AND ARE DIVERTED FROM LANDFILLS. A LIST OF PROHIBITED UNIVERSAL
WASTE MATERIALS SHALL BE INCLUDED IN THE CONSTRUCTION
DOCUMENTS.
NOTE:REFER TO THE UNIVERSAL WASTE RULE LINK AT:
https://dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS
100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION
AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED
OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE
STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED.
EXCEPTION:REUSE, EITHER ON-OR OFF-SITE, OF VEGETATION OR SOIL
CONTAMINATED BY DISEASE OR PEST INFESTATION.
5.410.4.3 PROCEDURES
PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE
WITH MANUFACTURER’S SPECIFICATIONS AND APPLICABLE STANDARDS
ON EACH SYSTEM.
5.410.4.3.1 HVAC BALANCING
IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE-
CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS
OPERATED FOR NORMAL USE, HYPERLINK "/VIEWER/CALIFORNIA/CA-
GREEN-CODE-2016/CHAPTER/2/DEFINITIONS#BALANCE"BALANCE THE
SYSTEM IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE
TESTING ADJUSTING AND BALANCING BUREAU NATIONAL
STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU
PROCEDURAL STANDARDS; ASSOCIATED AIR HYPERLINK
"/VIEWER/CALIFORNIA/CA-GREEN-
CODE-2016/CHAPTER/2/DEFINITIONS#BALANCE"BALANCE COUNCIL
NATIONAL STANDARDS OR AS APPROVED BY THE HYPERLINK
"/VIEWER/CALIFORNIA/CA-GREEN-
CODE-2016/CHAPTER/2/DEFINITIONS#ENFORCING_AGENCY"ENFORCI
NG AGENCY.
5.410.4.4 REPORTING
AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE
A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE
FOR PERFORMING THESE SERVICES.
5.410.4.5 OPERATION AND MAINTENANCE (O & M) MANUAL
PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED
OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF
GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS
SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8,
SECTION 5142, AND OTHER RELATED REGULATIONS.
5.410.4.5.1 INSPECTIONS AND REPORTS
INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS
REQUIRED BY THE HYPERLINK "/VIEWER/CALIFORNIA/CA-GREEN-
CODE-2016/CHAPTER/2/DEFINITIONS#ENFORCING_AGENCY"ENFORCI
NG AGENCY.
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KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
DAVID GIBBS
METALLIC PIGMENTED COATINGS
MULTICOLOR COATINGS
PRETREATMENT WASH PRIMERS
PRIMERS, SEALERS, AND UNDERCOATERS
REACTIVE PENETRATING SEALERS
RECYCLED COATINGS
ROOF COATINGS
RUST PREVENTATIVE COATINGS
420
250
500
100
350
250
50
250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS AND
UNDERCOATERS
100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB AND TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND
INCLUDING EXEMPT COMPOUNDS.
2. THE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS ARE
LISTED IN SUBSEQUENT COLUMNS IN THE TABLE
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE
CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. MORE
INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.
ARCHITECTURAL APPLICATIONS
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT
1,2
INDOOR CARPET ADHESIVES
CARPET PAD ADHESIVES
OUTDOOR CARPET ADHESIVES
WOOD FLOORING ADHESIVES
RUBBER FLOORING ADHESIVES
SUBFLOOR ADHESIVES
CERAMIC TILE ADHESIVES
CURRENT VOC LIMIT
50
50
150
100
60
50
65
(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)
VCT AND ASPHALT TILE ADHESIVES
DRYWALL AND PANEL ADHESIVES
COVE BASE ADHESIVES
MULTIPURPOSE CONSTRUCTION ADHESIVES
STRUCTURAL GLAZING ADHESIVES
SINGLE-PLY ROOF MEMBRANE ADHESIVES
OTHER ADHESIVES NOT SPECIFICALLY LISTED
50
50
50
70
100
250
50
SPECIALTY APPLICATIONS
PVC WELDING
CPVC WELDING
ABD WELDING
PLASTIC CEMENT WELDING
ADHESIVE PRIMER FOR PLASTIC
CONTACT ADHESIVE
SPECIAL PURPOSE CONTACT ADHESIVE
510
490
325
250
550
80
250
STRUCTURAL WOOD MEMBER ADHESIVE
TOP AND TRIM ADHESIVES
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
PLASTIC FOAMS
POROUS MATERIAL (EXCEPT WOOD)
WOOD
FIBERGLASS
250
140
30
50
50
30
80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES
TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL
BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF
PRODUCT
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS
1
HARDWOOD PLYWOOD VENEER CORE
HARDWOOD PLYWOOD COMPOSITE CORE
PARTICLEBOARD
MEDIUM DENSITY FIBERBOARD
THIN MEDIUM DENSITY FIBERBOARD2
CURRENT LIMIT
0.05
0.05
0.09
0.11
0.13
(MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E1333. FOR ADDITIONAL INFORMATION, SEE
CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120
THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS
OF 5/16 INCH (8MM).
COATING CATEGORY
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2, 3
FLAT COATINGS
NONFLAT COATINGS
NONFLAT-HIGH GLOSS COATINGS
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
BASEMENT SPECIALTY COATINGS
BITUMINOUS ROOF COATINGS
CURRENT VOC LIMIT
50
100
150
400
400
50
(GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS)
BITUMINOUS ROOF PRIMERS
BOND BREAKERS
CONCRETE CURING COMPOUNDS
CONCRETE/MASONRY SEALERS
DRIVEWAY SEALERS
DRY FOG COATINGS
FAUX FINISHING COATINGS
350
350
350
100
50
150
350
FLOOR COATINGS
FORM-RELEASE COMPOUNDS
GRAPHIC ARTS COATINGS (SIGN PAINTS)
HIGH TEMPERATURE COATINGS
IDUSTRIAL MAINTENANCE COATINGS
LOW SOLIDS COATINGS1
MAGNESITE CEMENT COATINGS
MASTIC TEXTURE COATINGS
100
250
500
420
250
120
450
100
FIRE RESISTIVE COATINGS 350
SEALANTS
TABLE 5.504.4.2 - SEALANT VOC LIMIT
ARCHITECTURAL
MARINE DECK
NONMEMBRANE ROOF
ROADWAY
SINGLE-PLY ROOF MEMBRANE
OTHER
CURRENT VOC LIMIT
250
760
300
250
450
420
(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS
POROUS
MODIFIED BITUMINOUS
250
775
500
MARINE DECK
OTHER
760
750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (JANUARY 2020, INCLUDES JULY 2021 SUPPLEMENT)
5.504.4.3 PAINTS AND COATINGS
ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC
LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL COATINGS SUGGESTED
CONTROL MEASURE, AS SHOWN IN TABLE 5.504.4.3, UNLESS MORE
STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR
COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY
COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE
DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR
NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN
SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR
RESOURCES BOARD SUGGESTED CONTROL MEASURE, AND THE
CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT
IN TABLE 5.504.4.3 SHALL APPLY.
5.504.4.3.1 AEROSOL PAINTS AND COATINGS
AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS
FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS,
INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS
AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND
(D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17,
COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE
JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT
DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY
WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49.
5.504.4.3.2 VERIFICATION
VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY.
DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE
FOLLOWING:
1. MANUFACTURER’S PRODUCT SPECIFICATION
2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS
5.504.4.4 CARPET SYSTEMS
ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE
REQUIREMENTS FO THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,
"STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE
ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENTAL CHAMBERS," VERSION 1.2, JUANUARY 2017 (EMISSION
TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350). SEE
CALIFORNIA DEPARTMENT OF PULIC HEALTH'S WEBSITE FOR
CERTIFICATION PROGRAMS AND TESTING LABS. HTTPS://WW W.CDPH.CA.
GOV/PROGRAMS/CCDPHP/DEODC/EHLB/IAQ/PAGES/VOC.ASPX#MATERIA
L
5.504.4.4.1 CARPET CUSHION
ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF
PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND
EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM
INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION
1.2, JUANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA
SPECIFICATION 01350). SEE CALIFORNIA DEPARTMENT OF PULIC
HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING
LABS. HTTPS://WWW.CDPH.CA.GOV/PROGRAMS/CCDPHP/DEODC/
EHLB/IAQ/PAGES/VOC.ASPX#MATERIAL
5.504.4.4.2 CARPET ADHESIVE
ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE
5.504.4.1.
5.504.4.5 COMPOSITE WOOD PRODUCTS
HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY
FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR
EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR
FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXICS CONTROL MEASURE
(ATCM) FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) THOSE
MATERIALS NOT EXEMPTED UNDER THE ATCM MUST MEET THE
SPECIFIED EMISSION LIMITS, AS SHOWN IN TABLE 5.504.4.5.
5.504.4.5.3 DOCUMENTATION
VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AS REQUESTED BY THE ENFORCING AGENCY.
DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE
FOLLOWING:
1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS.
2. CHAIN OF CUSTODY CERTIFICATIONS.
3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE
WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION
93120, ET SEQ.).
4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR
PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION,
THE AUSTRALIAN AS/NZS 2269 OR EUROPEAN 636 3S
STANDARDS.
5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.
5.504.4.6 RESILIENT FLOOR SYSTEMS
WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR
AREA RECEIVING RESILIENT FLOORING SHALL MEET THE
REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,
"STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE
ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENTAL CHAMBERS," VERSION 1.2, JUANUARY 2017 (EMISSION
TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350). SEE
CALIFORNIA DEPARTMENT OF PULIC HEALTH'S WEBSITE FOR
CERTIFICATION PROGRAMS AND TESTING LABS.
HTTPS://WWW.CDPH.CA.GOV/PROGRAMS/CCDPHP/DEODC/EHLB/IAQ/
PAGES/VOC.ASPX#MATERIAL
5.504.4.6 RESILIENT FLOORING SYSTEMS
FOR 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING,
INSTALLED RESILIENT FLOORING SHALL MEET AT LEAST ONE OF THE
FOLLOWING:
1. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE
(RFCI) FLOORSCORE PROGRAM;
2. COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING
REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF
PUBLIC HEALTH’S 2010 STANDARD METHOD FOR THE TESTING
AND EVALUATION CHAMBERS, VERSION 1.1, FEBRUARY 2010;
3. COMPLIANT WITH THE COLLABORATIVE FOR HIGH
PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS) CRITERIA
INTERPRETATION FOR EQ 7.0 AND EQ 7.1 (FORMERLY EQ 2.2)
DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE
PRODUCT DATABASE; OR
4. PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD
(FORMERLY THE GREENGUARD CHILDREN’S & SCHOOLS
PROGRAM).
5.504.4.6.1 VERIFICATION OF COMPLIANCE
DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT
FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS.
5.504.5.3 FILTERS
IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY
OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR
OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM
EFFICIENCY REPORTING VALUE (MERV) OF 8. MERV 8 FILTERS SHALL BE
INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR
MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED
IN THE OPERATION AND MAINTENANCE MANUAL.
EXCEPTION:EXISTING MECHANICAL EQUIPMENT.
5.504.5.3.1 LABELING
INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE
MANUFACTURER INDICATING THE MERV RATING.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL
WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT
SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES
AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY
PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY
ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND
COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA
STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA,
WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS OR
POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING
OCCUPANTS OF THE PROHIBITIONS.
5.505.1 INDOOR MOISTURE CONTROL
BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIA
BUILDING CODE, CCR, TITLE 24, PART 2, SECTIONS 1202 (VENTILATION) AND
CHAPTER 14 (EXTERIOR WALLS). FOR ADDITIONAL MEASURES, SEE SECTION
5.407.2 OF THIS CODE.
5.505 INDOOR MOISTURE CONTROL
5.506.1 OUTSIDE AIR DELIVERY
FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS,
MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS
FOR VENTILATION) OF THE CALIFORNIA ENERGY CODE,OR THE APPLICABLE
LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4
OF CCR, TITLE 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING
FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL
VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE
SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE CALIFORNIA ENERGY CODE,SECTION 120(C)(4).
5.506 INDOOR AIR QUALITY
5.507.4 ACOUSTICAL CONTROL
EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND
TRANSMISSION CLASS (STC) VALUES DETERMINED IN ACCORDANCE WITH
ASTM E90 AND ASTM E413 OR OUTDOOR-INDOOR SOUND TRANSMISSION
CLASS (OITC) DETERMINED IN ACCORDANCE WITH ASTM E1332, USING
EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN SECTION
5.507.4.1 OR 5.507.4.2.
EXCEPTION:BUILDINGS WITH FEW OR NO OCCUPANTS OR WHERE
OCCUPANTS ARE NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE, AS
DETERMINED BY THE ENFORCEMENT AUTHORITY, SUCH AS FACTORIES,
STADIUMS, STORAGE, ENCLOSED PARKING STRUCTURES AND UTILITY
BUILDINGS.
EXCEPTION: [DSA-SS]FOR PUBLIC SCHOOLS AND COMMUNITY
COLLEGES, THE REQUIREMENTS OF THIS SECTION AND ALL
SUBSECTIONS APPLY ONLY TO NEW CONSTRUCTION.
5.507.4.1 EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD
WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE
MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED
ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A
COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR
WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING
LOCATIONS:
1. WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT.
EXCEPTIONS:
1. LDN OR CNEL FOR MILITARY AIRPORTS SHALL BE
DETERMINED BY THE FACILITY AIR INSTALLATION
COMPATIBLE LAND USE ZONE (AICUZ) PLAN.
2. LDN OR CNEL FOR OTHER AIRPORTS AND HELIPORTS FOR
WHICH A LAND USE PLAN HAS NOT BEEN DEVELOPED
SHALL BE DETERMINED BY THE LOCAL GENERAL PLAN
NOISE ELEMENT.
2. WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY OR
EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED-
GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF
THE GENERAL PLAN.
5.507.4.1.1 NOISE EXPOSURE WHERE NOISE CONTOURS ARE NOT
READILY AVAILABLE
BUILDINGS EXPOSED TO A NOISE LEVEL OF 65 DB LEQ-1-HR DURING
ANY HOUR OF OPERATION SHALL HAVE BUILDING, ADDITION OR
ALTERATION EXTERIOR WALL AND ROOF-CEILING ASSEMBLIES
EXPOSED TO THE NOISE SOURCE MEETING A COMPOSITE STC
RATING OF AT LEAST 45 (OR OITC 35), WITH EXTERIOR WINDOWS OF
A MINIMUM STC OF 40 (OR OITC 30).
5.507 ENVIRONMENTAL COMFORT
702.1 INSTALLER TRAINING
HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE
PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND
EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR
CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC
INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND
RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAC
SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS.
EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION
PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.
2. PUBLIC UTILITY TRAINING PROGRAMS.
3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR
STATEWIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATIONS.
4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.
5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
702.2 SPECIAL INSPECTION [HCD]
WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE
RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE
OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER
DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE.
SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE
SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF
INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER
CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING
AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE
CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE
QUALIFICATIONS OF A SPECIAL INSPECTOR:
1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING
PROGRAM OR STANDARD PUBLISHER.
2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR
VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING
PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS.
3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING
PROGRAM IN THE APPROPRIATE TRADE.
4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
NOTES:
1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO
FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE
INSPECTING FOR COMPLIANCE WITH THIS CODE.
2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE
CALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN
CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM
(HERS).
[BSC-CG]WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR
THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER
DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE.
SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE
SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF
INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL
INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE,
NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE
LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED
TO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY.
NOTE:
SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO
FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE
INSPECTING FOR COMPLIANCE WITH THIS CODE.
703.1 DOCUMENTATION.
DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL
INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS,
SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION
REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY
WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC
DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY
COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE
APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST.
CHAPTER 7 - INSTALLER &
SPECIAL INSPECTOR
QUALIFICATIONS
702 QUALIFICATIONS
703 VERIFICATIONS
5.508.2.1 REFRIGERANT PIPING
PIPING COMPLIANT WITH THE CALIFORNIA MECHANICAL CODE SHALL BE
INSTALLED TO BE ACCESSIBLE FOR LEAK PROTECTION AND REPAIRS.
PIPING RUNS USING THREADED PIPE, COPPER TUBING WITH AN
OUTSIDE DIAMETER (OD) LESS THAN 1/4 INCH, FLARED TUBING
CONNECTIONS AND SHORT RADIUS ELBOWS SHALL NOT BE USED IN
REFRIGERANT SYSTEMS EXCEPT AS NOTED BELOW.
5.508.2.1.1 THREADED PIPE
THREADED CONNECTIONS ARE PERMITTED AT THE COMPRESSOR
RACK.
5.508.2.1.2 COPPER PIPE
COPPER TUBING WITH AN OD LESS THAN 1/4 INCH MAY BE USED IN
SYSTEMS WITH A REFRIGERANT CHARGE OF 5 POUNDS OR LESS.
5.508.2.1.2.1 ANCHORAGE
ONE-FOURTH-INCH OD TUBING SHALL BE SECURELY CLAMPED
TO A RIGID BASE TO KEEP VIBRATION LEVELS BELOW 8 MILS.
5.508.2.1.3 FLARED TUBING CONNECTIONS
DOUBLE-FLARED TUBING CONNECTIONS MAY BE USED FOR
PRESSURE CONTROLS, VALVE PILOT LINES AND OIL.
EXCEPTION:SINGLE-FLARED TUBING CONNECTIONS MAY BE
USED WITH A MULTIRING SEAL COATED WITH INDUSTRIAL
SEALANT SUITABLE FOR USE WITH REFRIGERANTS AND
TIGHTENED IN ACCORDANCE WITH MANUFACTURER’S
RECOMMENDATIONS.
5.508.2.1.4 ELBOWS
SHORT RADIUS ELBOWS ARE ONLY PERMITTED WHERE SPACE
LIMITATIONS PROHIBIT USE OF LONG RADIUS ELBOWS.
5.508.2.2 VALVES
VALVES AND FITTINGS SHALL COMPLY WITH THE CALIFORNIA
MECHANICAL CODE AND AS FOLLOWS.
5.508.2.2.1 PRESSURE RELIEF VALVES
FOR VESSELS CONTAINING HIGH-GWP REFRIGERANT, A RUPTURE
DISC SHALL BE INSTALLED BETWEEN THE OUTLET OF THE VESSEL
AND THE INLET OF THE PRESSURE RELIEF VALVE.
5.508.2.2.1.1 PRESSURE DETECTION
A PRESSURE GAUGE, PRESSURE TRANSDUCER OR OTHER
DEVICE SHALL BE INSTALLED IN THE SPACE BETWEEN THE
RUPTURE DISC AND THE RELIEF VALVE INLET TO INDICATE A
DISC RUPTURE OR DISCHARGE OF THE RELIEF VALVE.
5.508.2.2.2 ACCESS VALVES
ONLY SCHRADER ACCESS VALVES WITH A BRASS OR STEEL BODY
ARE PERMITTED FOR USE.
5.508.2.2.2.1 VALVE CAPS
FOR SYSTEMS WITH A REFRIGERANT CHARGE OF 5 POUNDS OR
MORE, VALVE CAPS SHALL BE BRASS OR STEEL AND NOT
PLASTIC.
5.508.2.2.2.2 SEAL CAPS
IF DESIGNED FOR IT, THE CAP SHALL HAVE A NEOPRENE O-RING
IN PLACE.
5.508.2.2.2.2.1 CHAIN TETHERS
CHAIN TETHERS TO FIT OVER THE STEM ARE REQUIRED FOR
VALVES DESIGNED TO HAVE SEAL CAPS.
EXCEPTION:VALVES WITH SEAL CAPS THAT ARE NOT
REMOVED FROM THE VALVE DURING STEM OPERATION.
5.508.2.3 REFRIGERATED SERVICE CASES
REFRIGERATED SERVICE CASES HOLDING FOOD PRODUCTS
CONTAINING VINEGAR AND SALT SHALL HAVE EVAPORATOR COILS OF
CORROSION-RESISTANT MATERIAL, SUCH AS STAINLESS STEEL; OR BE
COATED TO PREVENT CORROSION FROM THESE SUBSTANCES.
5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS
INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION
EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.
5.508.1.1 CHLOROFLUOROCARBONS (CFCS)
INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT
THAT DO NOT CONTAIN CFCS.
5.508.1.2 HALONS
INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT
THAT DO NOT CONTAIN HALONS.
5.508.2 SUPERMARKET REFRIGERANT LEAK REDUCTION
NEW COMMERCIAL REFRIGERATION SYSTEMS SHALL COMPLY WITH THE
PROVISIONS OF THIS SECTION WHEN INSTALLED IN RETAIL FOOD STORES
8,000 SQUARE FEET OR MORE CONDITIONED AREA, AND THAT UTILIZE
EITHER REFRIGERATED DISPLAY CASES, OR WALK-IN COOLERS OR
FREEZERS CONNECTED TO REMOTE COMPRESSOR UNITS OR CONDENSING
UNITS. THE LEAK REDUCTION MEASURES APPLY TO REFRIGERATION
SYSTEMS CONTAINING HIGH-GLOBAL-WARMING POTENTIAL (HIGH-GWP)
REFRIGERANTS WITH A GWP OF 150 OR GREATER. NEW REFRIGERATION
SYSTEMS INCLUDE BOTH NEW FACILITIES AND THE REPLACEMENT OF
EXISTING REFRIGERATION SYSTEMS IN EXISTING FACILITIES.
EXCEPTION:REFRIGERATION SYSTEMS CONTAINING LOW-GLOBAL
WARMING POTENTIAL (LOW-GWP) REFRIGERANT WITH A GWP VALUE
LESS THAN 150 ARE NOT SUBJECT TO THIS SECTION. LOW-GWP
REFRIGERANTS ARE NONOZONE-DEPLETING REFRIGERANTS THAT
INCLUDE AMMONIA, CARBON DIOXIDE (CO2), AND POTENTIALLY OTHER
REFRIGERANTS.
5.508 OUTDOOR AIR QUALITY
5.508.2.3.1 COIL COATING
CONSIDERATION SHALL BE GIVEN TO THE HEAT TRANSFER
EFFICIENCY OF COIL COATING TO MAXIMIZE ENERGY EFFICIENCY.
5.508.2.4 REFRIGERANT RECEIVERS
REFRIGERANT RECEIVERS WITH CAPACITIES GREATER THAN 200
POUNDS SHALL BE FITTED WITH A DEVICE THAT INDICATES THE LEVEL
OF REFRIGERANT IN THE RECEIVER.
5.508.2.5 PRESSURE TESTING
THE SYSTEM SHALL BE PRESSURE TESTED DURING INSTALLATION
PRIOR TO EVACUATION AND CHARGING.
5.508.2.5.1 MINIMUM PRESSURE
THE SYSTEM SHALL BE CHARGED WITH REGULATED DRY NITROGEN
AND APPROPRIATE TRACER GAS TO BRING SYSTEM PRESSURE UP
TO 300 PSIG MINIMUM.
5.508.2.5.2 LEAKS
CHECK THE SYSTEM FOR LEAKS, REPAIR ANY LEAKS, AND RETEST
FOR PRESSURE USING THE SAME GAUGE.
5.508.2.5.3 ALLOWABLE PRESSURE CHANGE
THE SYSTEM SHALL STAND, UNALTERED, FOR 24 HOURS WITH NO
MORE THAN A +/-ONE POUND PRESSURE CHANGE FROM 300 PSIG,
MEASURED WITH THE SAME GAUGE.
5.508.2.6 EVACUATION
THE SYSTEM SHALL BE EVACUATED AFTER PRESSURE TESTING AND
PRIOR TO CHARGING.
5.508.2.6.1 FIRST VACUUM
PULL A SYSTEM VACUUM DOWN TO AT LEAST 1000 MICRONS (+/-50
MICRONS), AND HOLD FOR 30 MINUTES.
5.508.2.6.2 SECOND VACUUM
PULL A SECOND SYSTEM VACUUM TO A MINIMUM OF 500 MICRONS
AND HOLD FOR 30 MINUTES.
5.508.2.6.3 THIRD VACUUM
PULL A THIRD VACUUM DOWN TO A MINIMUM OF 300 MICRONS, AND
HOLD FOR 24 HOURS WITH A MAXIMUM DRIFT OF 100 MICRONS OVER
A 24-HOUR PERIOD.
5.507.4.2 PERFORMANCE METHOD
FOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1 OR
5.507.4.1.1, WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE
NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR
ALTERED ENVELOPE SHALL BE CONSTRUCTED TO PROVIDE AN
INTERIOR NOISE ENVIRONMENT ATTRIBUTABLE TO EXTERIOR SOURCES
THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL
(LEQ-1HR) OF 50 DBA IN OCCUPIED AREAS DURING ANY HOUR OF
OPERATION.
5.507.4.2.1 SITE FEATURES
EXTERIOR FEATURES SUCH AS SOUND WALLS OR EARTH BERMS
MAY BE UTILIZED AS APPROPRIATE TO THE BUILDING, ADDITION OR
ALTERATION PROJECT TO MITIGATE SOUND MIGRATION TO THE
INTERIOR.
5.507.4.2.2 DOCUMENTATION OF COMPLIANCE
AN ACOUSTICAL ANALYSIS DOCUMENTING COMPLYING INTERIOR
SOUND LEVELS SHALL BE PREPARED BY PERSONNEL APPROVED BY
THE ARCHITECT OR ENGINEER OF RECORD.
5.507.4.3 INTERIOR SOUND TRANSMISSION
WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES
AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT
LEAST 40.
NOTE:EXAMPLES OF ASSEMBLIES AND THEIR VARIOUS STC
RATINGS MAY BE FOUND AT THE CALIFORNIA OFFICE OF NOISE
CONTROL: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
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AK301
1
AK301
4
AK301
AK5014
2
1
35AK3016
AK301
05 1200.A
22 0000.C
22 0000.F
22 0000.D
26 0000.D
12 3600.N
08 3313-A
1% SLOPE
1% SLOPE
1%
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TY
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22 0000.F03 3000.B
A-903
31
104
A.
FIXED
C. STOREFRONT DOOR
7'
-
6
"
2'
-
6
"
6' - 8"
(7
)
E
Q
.
(3) EQ.
5" TYP.
10
"
11
A-902
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
0
/
2
0
2
4
1
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:
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3
:
4
7
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1/4" = 1'-0"
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ACCESSIBILITY NOTES
REFER TO DETAIL 12/G-103 FOR ACC. LAVATORY REQUIREMENTS
REFER TO DETAIL 13/G-103FOR ACC. RESTROOM ACCESSORIES
REFER TO DETAIL 12/G-104 FOR ACC. TOILET REQUIREMENTS
REFER TO DETAIL 21/G-103 FOR KICK PLATE REQUIREMENTS
REFER TO DETAIL 23/G-103 FOR ACC. RESTROOM SYMBOL REQUIREMENTS
REFER TO DETAIL 33/G-103 FOR ACC. REACH RANGES
REFER TO DETAIL 13/G-104 FOR ACC. TURNING SPACE REQUIREMENTS
REFER TO DETAIL 41/G-103 FOR ACC. DOOR REQUIREMENTS
REFER TO DETAIL 23/G-104 FOR ACC. DOOR/ENTRY CLEARANCES
REFER TO DETAIL 43/G-103 FOR TOE/KNEE CLEARANCES
REFER TO DETAIL 23/23/G-104 FOR CLEARANCES AT DOORS & GATES
1/4" = 1'-0"AR301AK101
GROUND FLOOR PLAN - KIOSK1
WALL LEGEND
NO. TYPE
SIZE
SIGNAGE HARDWAREWIDTH HEIGHT
104 C 3' - 0" 7' - 3 1/2" 3
1. VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH
OPENING.
3. ALL DOOR HARDWARE TO HAVE LEVER HANDLES AND COMPLY WITH DETAIL 41/G-103
4. SEE DOOR SCHEDULE FOR SIGN SCHEDULE. REFER TO DETAILS 23/G-103 FOR ROOM IDENTIFICATION SYMBOL LOCATION.
5. ALL THRESHOLDS SHALL COMPLY WITH DETAIL 42/G-103.
6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
7. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED
BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
8. ALL GLAZING WITHIN 24" OF DOOR JAMB TO BE TEMPERED PER CBC 2406.4.2
1. RESTROOM & ACCESSIBILITY SIGNAGE.
2. MAINTENANCE
3 WOMENS
4. MENS
DOOR SCHEDULE
DOOR NOTES
DOOR SIGNAGE
DOOR HARDWARE
REFER TO SPECIFICATION 08 71OO FOR DOOR HARDWARE GROUPS
DOOR TYPES
03 3000.B CONCRETE SLAB, REFER TO STRUCTURAL
05 1200.A STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS
08 3313-A COILING COUNTER DOOR
12 3600.N SHEETMETAL COUNTER
22 0000.C GREASE INTERCEPTOR. REFER TO PLUMBING
22 0000.D FLOOR DRAIN. MINIMUM 1/4":1' SLOPE. REFER TO PLUMBING
22 0000.F FLOOR SINK. REFER TO PLUMBING
26 0000.D ELECTRICAL PANEL. REFER TO ELECTRICAL
GENERAL NOTES
KEYNOTES
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR
COORDINATION PURPOSES ONLY.
6. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING AND
FLOOR FINSH INFORMATION.
7. DIMENSIONS ARE TO FACE OF SHEATHING OR CMU UNLESS SPECIFICALLY
NOTED OTHERWISE.
8. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS,
SHELVING AND BATHROOM FIXTURES.
9. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT
LIMITATION.
10. FLOOR TO SLOPE TO DRAIN AT 1/4" :1' MAX. SLOPE
NO. TYPE
SIZE HEAD
HEIGHT
DETAILS
NOTESWIDTH HEIGHT HEAD JAMB SILL
1 A 2' - 7" 4' - 2" 7' - 0"
2 A 2' - 7" 4' - 2" 7' - 0"
3 A 2' - 7" 4' - 2" 7' - 0"
4 A 2' - 7" 4' - 2" 7' - 0"
5 A 2' - 7" 4' - 2" 7' - 0"
6 A 2' - 7" 4' - 2" 7' - 0"
WINDOW SCHEDULE
WINDOW TYPES
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
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AK301
3
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4
AK3015AK3016
AK301
2
07 4113.F
05 5000.E
05 5000.K
2
2 2
22
AK601
11
A-901
07 7123.A07 7123.A
3
3
3
3
11
AK601
21
AK601
SIM.
TYP OF (4)
22 0000.W
1 3 5 .0 0 °
31
AK601
13
A-903
HEIGHT OF TOP OF ROOFING SURFACE (INCLUDING
CRICKETS AND INSULATION)
10'-0"
1/2":1'-0"ROOF SLOPE
STANDING SEAM ROOF
1
2
IN WALL RAIN WATER LEADER SCHEDULE 40
PIPE TO BRASS COWS TOUNGE SCUPPER
THROUGH ROOF DOWNSPOUT EXTEND
1" BELOW SOFFIT
3 DOWNSPOUT TO ROOF BELOW
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
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/
2
0
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4
1
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3
:
4
7
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As indicated
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AK102
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04.30.2024
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1/4" = 1'-0"AR301AK102
ROOF PLAN - KIOSK1
1. REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.
2. REFER TO PLUMBING PLANS FOR ROOF VENT PENETRATION.
GENERAL NOTES
LEGEND
KEYNOTES
05 5000.E CUSTOM OVERHANG METAL DETAIL
05 5000.K CUSTOM METAL FINEAL
07 4113.F STANDING SEAM METAL ROOF
07 7123.A GUTTER
22 0000.W STACK VENT. LOCATE ON SOUTH SLOPE OF ROOF. REFER TO
PLUMBING
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
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AK301
3
AK301
1
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4
AK3015AK30107 4213.B
05 1200.A
05 5000.E
05 5000.G
22
2 2
08 3313-A
AK101
2
CEILING HEIGHT10'-0"
LINEAR METAL SOFFIT
1
2
IN WALL DOWN SPOUT SCHEDULED
PIPE TO COWS TOUNGE SCUPPER
THROUGH ROOF DOWNSPOUT EXTEND
1" BELOW SOFFIT
3 DOWNSPOUT TO ROOF BELOW
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
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/
2
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2
4
1
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:
0
3
:
4
8
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As indicated
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1/4" = 1'-0"AR301AK103
KIOSK REFLECTED CEILING PLAN1
LEGEND
GENERAL NOTES
KEYNOTES
05 1200.A STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS
05 5000.E CUSTOM OVERHANG METAL DETAIL
05 5000.G CUSTOM OVERHANG METAL SUPPORT BRACKET
07 4213.B METAL WALL PANEL
08 3313-A COILING COUNTER DOOR
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
5. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING AND
FLOOR FINISH INFORMATION
6. DIMENSIONS ARE TO FACE OF CORE UNLESS SPECIFICALLY NOTED
OTHERWISE.
7.
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KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
01-GROUND
FLOOR
0' -0"
A EBDC
T.O. STEEL
14' -9"
T.O. COMP. RING
11' -4 1/2"
T.O. BEAM O.H.
9' -4 1/2"
T.O. BEAM
7' -11 1/2"
6
AK301
08 4313.A
05 5000.G
05 5000.E
07 4213.A
07 6200.I
07 4213.B
05 5000.K
05 5000.J
04 2616.A
07 4113.F
07 4213.B
12 3600.N
MA
X
.
A
.
F
.
G
.
2'
-
1
0
"
01-GROUND
FLOOR
0' -0"
15243
T.O. STEEL
14' -9"
T.O. COMP. RING
11' -4 1/2"
T.O. BEAM O.H.
9' -4 1/2"
T.O. BEAM
7' -11 1/2"
07 4213.B
MA
X
.
A
.
F
.
G
.
2'
-
1
0
"
08 4313.A
07 4213.A
01-GROUND
FLOOR
0' -0"
AEBDC
T.O. STEEL
14' -9"
T.O. COMP. RING
11' -4 1/2"
T.O. BEAM O.H.
9' -4 1/2"
T.O. BEAM
7' -11 1/2"
6
AK301
07 4213.A
07 4213.B
01-GROUND
FLOOR
0' -0"
1 5243
T.O. STEEL
14' -9"
T.O. COMP. RING
11' -4 1/2"
T.O. BEAM O.H.
9' -4 1/2"
T.O. BEAM
7' -11 1/2"
MA
X
.
A
.
F
.
G
.
2'
-
1
0
"
17' - 0"
07 4213.B
07 4213.A
01-GROUND
FLOOR
0' -0"
T.O. STEEL
14' -9"
T.O. COMP. RING
11' -4 1/2"
T.O. BEAM O.H.
9' -4 1/2"
T.O. BEAM
7' -11 1/2"
BRICK VENEER
METAL WALL PANELS
STANDING SEAM METAL ROOF
01-GROUND
FLOOR
0' -0"
15243
T.O. STEEL
14' -9"
T.O. COMP. RING
11' -4 1/2"
T.O. BEAM O.H.
9' -4 1/2"
T.O. BEAM
7' -11 1/2"
MA
X
.
A
.
F
.
G
.
2'
-
1
0
"
AK601
11
AK601
12
AK601
22
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
0
/
2
0
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4
1
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:
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:
5
2
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1/4" = 1'-0"
EX
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04.30.2024
DG
1. REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.
2. REFER TO PLUMBING PLANS FOR ROOF VENT PENETRATION.
GENERAL NOTES
1/4" = 1'-0"AK101 AK301
EAST ELEVATION - KIOSK2
1/4" = 1'-0"AK101 AK301
NORTH ELEVATION - KIOSK1
1/4" = 1'-0"AK101 AK301
WEST ELEVATION - KIOSK4
1/4" = 1'-0"AK101 AK301
SOUTH ELEVATION - KIOSK3
1/4" = 1'-0"AK101 AK301
KIOSK SHORT SIDE, TYP. OF FOUR5
LEGEND
KEYNOTES
04 2616.A NEW BRICK VENEER AT FRAMED WALL
05 5000.E CUSTOM OVERHANG METAL DETAIL
05 5000.G CUSTOM OVERHANG METAL SUPPORT BRACKET
05 5000.J CUSTOM METAL VENT SCREEN
05 5000.K CUSTOM METAL FINEAL
07 4113.F STANDING SEAM METAL ROOF
07 4213.A METAL WALL PANEL W/ SURFACE APPLIED MEDALLION
07 4213.B METAL WALL PANEL
07 6200.I GUTTER
08 4313.A ALUMINUM STOREFRONT SYSTEM - REFER TO SCHEDULES
12 3600.N SHEETMETAL COUNTER
1/4" = 1'-0"AK101 AK301
BUILDING SECTION - KIOSK6
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
SKEWED VIEW SKEWED VIEW
08 3313-A TYP.
SKEWED VIEWSKEWED VIEW
26 0000.B
SKEWED VIEW SKEWED VIEW SKEWED VIEW
05 5000.J
08 4313.A
03 3000.H
08 3313-A
11
AK601
TYP.
CMU
PERFORATED METAL PANEL, PAINTED
EXPOSED STUDS TYP.
NOTE: STUDS NOW SHOWN FOR CLARITY
TILE PER 23/A-901
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
0
/
2
0
2
4
1
0
:
0
3
:
5
4
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1/4" = 1'-0"
IN
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04.30.2024
DG
1/4" = 1'-0"AK101 AK501
EAST - KIOSK1
1/4" = 1'-0"AK101 AK501
NORTH - KIOSK2
1/4" = 1'-0"AK101 AK501
SOUTH - KIOSK3
1/4" = 1'-0"AK101 AK501
WEST - KIOSK4
GENERAL NOTES
LEGEND
KEYNOTES
03 3000.H CONCRETE CURB PER STRUCTURAL
05 5000.J CUSTOM METAL VENT SCREEN
08 3313-A COILING COUNTER DOOR
08 4313.A ALUMINUM STOREFRONT SYSTEM - REFER TO SCHEDULES
26 0000.B SURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON
ELECTRICAL EQUIPMENT, LIGHTING FIXTURES AND LOCATIONS OF
ELECTRICAL OUTLETS
3. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
4. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING, AND
FLOOR FINISH INFORMATION.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND
FIXTURES OCCUR.
6. STANDARD MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND
PLUMBING FIXTURES TO FOLLOW THE ACCESSIBILITY STANDARDS.
7. REFER TO ACCESSIBILITY DETAILS FOR ACCESSIBILITY REQUIREMENTS AT
PUBLIC RESTROOM.
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
STANDARD BRICK PLINTH
MORTAR AND LATH FINISH FLOOR 0' - 0"
6"
METAL STUD WALL & SHEATHING
REFER TO STRUCTURAL
1"
FOOTING & CURB PER
STRUCTURAL
DAMP PROOFING, EXTEND TO
TOP OF DRIP EDGE
UNIT PAVERS PER
LANDSCAPE
MASONRY TIE. SPACING PER
SPECIFICATION
METAL WALL PANEL
WEATHER BARRIER LAP OVER
DRIP EDGE
DRIP EDGE
CONCRETE TRIMBAND
OF
C
O
N
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E
T
E
T
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I
M
13
"
A
.
F
.
F
.
T
O
T
O
P
VAPOR BARRIER PER
SPECIFICATON
PROVIDE BRICK LEDGE AT
LOCATIONS WITH FULL
BRICK PLINTH
CAPILARY BREAK DRIP EDGE,
PROVIDE WEEP VENT AT 24" O.C.
PAVNG
2" MIN AT
SURFACE APPLIED MEDALLION.
PROVIDE CONCEALED
ATTACHMENT FROM REAR;
TAP/MACHINE SCREW OR PLUG
WELD. FABRICATE PRIOR TO
FINISHING
A-903
12
SIM
STANDING SEAM ROOF
SHEATHING
ROOF FRAMING PER STRUCTURAL
METAL PANEL SYSTEM
FRAMMING PER
STRUCTURAL
WEATHER BARRIER
LAP OVER FLASHING
METAL WALL PANEL
PREFINISHED FLASHING
TO MATCH METAL WALL
PANEL WITH DRIP EDGE
DRIP FLASHING
METAL SOFFIT PANEL
HSS FRAMING PER
STRUCTURAL
METAL STUD FRAMING
PER STRUCTURAL
SHEATHING
7' 11.5" TO STRUCTURE
8' 11.5" OPENING
9' 4.5" TOS
11' 4.5" TOS
SEALANT
1"
1"
DECORATIVE METAL SCREEN PER
PROVIDE INSECT SCREEN AT KIOSK
/13 A-902
PREFINISHED JAMB
FLASHING TO MATCH
METAL WALL PANEL
STOREFRONT WINDOW SYSTEM
GYPSUM WALL BOARD. INSTALL GYP
ONLY BEHIND ROLLING DOOR TO
ALLOW FOR FLUSH INSTALLATION
UNDERLAYMENT PER SPECIFICATIONS
GUTTER GUARD FINISH TO
MATCH GUTTER
DRIP FLASHING TO MATCH
METAL WALL PANEL
WEATHER BARRIER
FUTURE WALL FINISH
3/4" MIN. CORD. WITH CITY FOR
A-903
12
SIM
STANDING SEAM ROOF
SHEATHING
ROOF FRAMING PER STRUCTURAL
METAL WALLL PANEL SYSTEM
FRAMMING PER STRUCTURAL
WEATHER BARRIER
LAP OVER FLASHING
METAL WALL PANEL
PREFINISHED
FLASHING TO MATCH
METAL WALL PANEL
DECORATIVE METAL SCREEN PER
PROVIDE INSECT SCREEN AT KIOSK
DRIP FLASHING
METAL SOFFIT PANEL
HSS FRAMING PER
STRUCTURAL
METAL STUD FRAMING
PER STRUCTURAL
SHEATHING
ELASTOMERIC MEMBRANE
VAPOR BARRIER
7' 11.5" TO STRUCTURE
8' 11.5" OPENING
9' 4.5" TOS
11' 4.5" TOS
/13 A-902
UNDERLAYMENT PER SPECIFICATIONS
GUTTER GUARD FINISH TO
MATCH GUTTER
FUTURE WALL FINISH
3/4" MIN. CORD. WITH CITY FOR
PREFINISHED RWL BEYOND.
FINISH TO MATCH ROOF
AND GUTTER
METAL WALL PANEL
PREFINISHED FLASHING TO
MATCH METAL WALLPANES, HEM
ALL EDGES. PROVIDE TAMPER
RESISTANT FASTENERS @
EXPOSED LOCATIONS
SEALANT
T.O.S. 33" A.F.F.
STOREFRONT WINDOW
COILING COUNTER DOOR
STAINLESS STEEL SILL,
20 GA. SILL DEPTH AS
REQ. BY MANUF. TO
RECIEVE DOOR
1" METAL BOX STUD 6" WIDE
4X4 HSS BEAM
METAL STUDS PER STRUCTURAL
SHEATHING PER STRUCTURAL
WEATHER BARRIER
1' - 8"
FUTURE WALL FINISH
3/4" MIN. CORD. WITH CITY FOR
5"
H.S.S. TUBE PER STRUCTURAL
16 GA. METAL STUD
10"O.C. MAX
A-903
12
SIM
STANDING SEAM ROOF
SHEATHING
ROOF FRAMING PER STRUCTURAL
METAL PANEL SYSTEM
FRAMMING PER STRUCTURAL
WEATHER BARRIER
LAP OVER FLASHING
PREFINISHED FLASHING
WITH DRIP EDGE, LAP
OVER MEMBRANE
DRIP FLASHING
METAL SOFFIT PANEL
HSS FRAMING PER
STRUCTURAL
METAL STUD FRAMING
PER STRUCTURAL
SHEATHING
7' 11.5" TO STRUCTURE
8' 11.5" OPENING
9' 4.5" TOS
11' 4.5" TOS
SEALANT
DECORATIVE METAL SCREEN PER
PROVIDE INSECT SCREEN AT KIOSK
/13 A-902
ELASTOMERIC MEMBRANE,
LAP OVER PREFINISHED FLASHING
PREFINISHED FLASHING
STOREFRONT SYSTEM
UNDERLAYMENT PER SPECIFICATIONS
GUTTER GUARD FINISH TO
MATCH GUTTER
A. DOOR & BELOW COUNTER B.TRANSOM PANELS C.SHORT SIDE
PICTURE FRAME
PANEL
1/2"
2"
PER ELEV.
2"
1/2"
3 1/2"
PER ELEV.
3 1/2"
1"
3 1/2"
2"
PER ELEV.
2"
3 1/2"
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:03:54 AM
1 1/2" = 1'-0"
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1 1/2" = 1'-0"AK102 AK601
FOOTING DETAIL KIOSK22
1 1/2" = 1'-0"AK102 AK601
TYP. WALL SECTION AT COILING COUNTER DOOR11
1 1/2" = 1'-0"AK102 AK601
TYP. WALL SECTION AT KIOSK21
1 1/2" = 1'-0"AK301 AK601
KIOSK COUNTER12
1 1/2" = 1'-0"AK102 AK601
TYP. WALL SECTION AT STOREFRONT31
1 1/2" = 1'-0"AK601
WALL PANEL SECTIONS - KIOSK32
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EOF C A L I F O R NIA
KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
3
AR302
2
AR302
1
AR401
3
AR401
2
AR401
AR5011
2
3
4
AR501 7
1
AR302
A-903
33
A
A
D
D
1 1
22
B
B
C
C
18' - 0"
28' - 0"
11' - 4"5' - 4"11' - 4"
18' - 0"
28' - 0"
11' - 4"5' - 4"11' - 4"
RESTROOM
2
102
PLUMBING
CHASE
103
RESTROOM
1
101
101
R 2' - 6"R 2' - 6 "
12
"
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AR301
102
5
8
6
103
CLEARANCE PER 11B-604.8
1' - 8"
-
3
AR301
22 0000.I
26 0000.A
26 0000.B
22 0000.B
2' - 8"
2' - 8"
22 0000.D
F.O.F. TO CL
17
"
-
1
8
"
F
R
O
M
26 0000.C
1% SLOPE
TYP.
2% SLOPE
TYP.
10 2800.B TYP.
10 2800.Q TYP.
10 2800.J TYP.18" MIN
1' - 8"
5'7" CLR
1' - 4"3' - 4"7' - 8"3' - 4"7' - 8"3' - 4"1' - 4"
10 2800.N
9' - 2"
3' - 11"
5' - 2 1/8"
10 2113.C
TYP.
22 0000.R
10 2800.N
2% SLOPE
TYP.
10 2800.U
INTERIOR- 7 5/8" C.M.U.
EXTERIOR- 7 5/8" C.M.U. W/ BRICK VENEER,
METAL PANEL, OR, METAL PANLE OVER 4"
METAL FURRING CHANNEL.
EXTERIOR- 6" METAL STUD, UNFINISHED INTERIOR.
METAL PANEL OR BRICK VENEER EXTERIOR.
A. SLIDING DOOR
6' - 8"
4"
7' - 6 1/2"
3' - 4"
6' - 8"
3' - 4"
B. HOLLOW METAL DOOR AND FRAME
4"
CANE BOLT &
RECEIVER TYP.
12"
A-901
43
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:03:56 AM
1/4" = 1'-0"
FL
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1/4" = 1'-0"AR301AR101
GROUND FLOOR PLAN - RESTROOM1
ALL ACCESSIBLE CLEARANCE DIMENSIONS GIVEN FROM FACE OF FINISH UNLESS
NOTED OTHERWISE.
MEETING MINIMUM REQUIREMENT OF 11B-213.2 EXCEPTION 4.: "WHERE MULTIPLE
SINGLE USER TOILET ROOMS ARE CLUSTERED AT A SINGLE LOCATION, 50
PERCENT, BUT NO FEWER THAN ONE, OF THE SINGLE USER TOILET ROOMS FOR
EACH USE AT EACH CLUSTER SHALL COMPLY WITH SECTION 11B-603." A
"CLUSTER" IS DEFINED AS A GROUP OF TOILET ROOMS PROXIMATE TO ONE
ANOTHER. GENERALLY, TOILET ROOMS IN A CLUSTER ARE WITHIN SIGHT OF, OR
ADJACENT TO, ONE ANOTHER. THIS DEISN ADHERS AND MEETS THE DEFINITION
OF A CLUSTER AND ARE PROVIDING 3 OUT 5 STALLS TO MEET 11B-603 AS NOTED.
ACCESSIBILITY NOTES
10 2113.C TOILET PARTITION
10 2800.B SURFACE MOUNTED TOILET PAPER DISPENSER
10 2800.J WALL-MOUNTED ELECTRIC HAND DRYER
10 2800.N MIRROR
10 2800.Q WALL-MOUNTED GRAB BAR
10 2800.U MOP RACK
22 0000.B WATER HEATER. REFER TO PLUMBING
22 0000.D FLOOR DRAIN. MINIMUM 1/4":1' SLOPE. REFER TO PLUMBING
22 0000.I MOP SINK. REFER TO PLUMBING
22 0000.R WALL MOUNTED TOILET. REFER TO PLUMBING
26 0000.A SURFACE MOUNTED ELECTRIC METER. PROVIDE RAW CABINET
FOR CUSTOM PAINTED FIELD FINISH TO MATCH BRICK COLOR.
COLRO TO BE SELECTED BY ARCHITECT. REFER TO ELECTRICAL
26 0000.B SURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL
26 0000.C WALL MOUNTED DATA CABINET. REFER TO ELECTRICAL
GENERAL NOTES
KEYNOTES
1. VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH
OPENING.
3. ALL DOOR HARDWARE TO HAVE LEVER HANDLES AND COMPLY WITH DETAIL 41/G-103
4. SEE DOOR SCHEDULE FOR SIGN SCHEDULE. REFER TO DETAILS 23/G-103 FOR ROOM IDENTIFICATION SYMBOL LOCATION.
5. ALL THRESHOLDS SHALL COMPLY WITH DETAIL 42/G-103.
6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
7. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED
BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
8. ALL GLAZING WITHIN 24" OF DOOR JAMB TO BE TEMPERED PER CBC 2406.4.2
1. RESTROOM & ACCESSIBILITY SIGNAGE.
2. MAINTENANCE
3 WOMENS
4. MENS
DOOR SCHEDULE
DOOR NOTES
DOOR SIGNAGE
DOOR HARDWARE
REFER TO SPECIFICATION 08 71OO FOR DOOR HARDWARE GROUPSNOTE:
EXTERIOR DOOR TYPES
WALL LEGEND
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR
COORDINATION PURPOSES ONLY.
6. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING AND
FLOOR FINSH INFORMATION.
7. DIMENSIONS ARE TO FACE OF SHEATHING OR CMU UNLESS SPECIFICALLY
NOTED OTHERWISE.
8. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS,
SHELVING AND BATHROOM FIXTURES.
9. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT
LIMITATION.
10. FLOOR TO SLOPE TO DRAIN AT 1/4" :1' MAX. SLOPE
REFER TO DETAIL 12/G-103 FOR ACC. LAVATORY REQUIREMENTS
REFER TO DETAIL 13/G-103FOR ACC. RESTROOM ACCESSORIES
REFER TO DETAIL 12/G-104 FOR ACC. TOILET REQUIREMENTS
REFER TO DETAIL 21/G-103 FOR KICK PLATE REQUIREMENTS
REFER TO DETAIL 23/G-103 FOR ACC. RESTROOM SYMBOL REQUIREMENTS
REFER TO DETAIL 33/G-103 FOR ACC. REACH RANGES
REFER TO DETAIL 13/G-104 FOR ACC. TURNING SPACE REQUIREMENTS
REFER TO DETAIL 41/G-103 FOR ACC. DOOR REQUIREMENTS
REFER TO DETAIL 23/G-104 FOR ACC. DOOR/ENTRY CLEARANCES
REFER TO DETAIL 43/G-103 FOR TOE/KNEE CLEARANCES
REFER TO DETAIL 23/23/G-104 FOR CLEARANCES AT DOORS & GATES
NOTE: VERIFY DOOR SIGNAGE WORDING WITH CITY AND ARCHITECT PRIOR TO ORDERING AND INSTALLATION
NO. TYPE
SIZE
SIGNAGE HARDWAREWIDTH HEIGHT
101 A 3' - 4" 6' - 8" 1, 3 1
102 A 3' - 4" 6' - 8" 1, 4 1
103 B 3' - 0" 6' - 8" 2 2
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EOF C A L I F O R NIA
KA T H R Y N ANNEHI
CK
S
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
3
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2
AR302
1
AR401
3
AR401
2
AR401
1
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A
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1 1
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B
C
C
2
AR301
6" / 1'-0"
6" / 1'-0"6" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"1/4" / 1'-0"
6" / 1'-0"
08 6300.A
07 7123.A
11
1 1
07 4113.F
2
2
2
2
2
2
2
2 2
2
22 0000.W22 0000.W
-
3
AR301
21
A-901
11
A-901
41
A-901
07 7123.B
11' - 0"
14' - 3"
05 1200.D
05 1200.D
HEIGHT OF TOP OF ROOFING SURFACE (INCLUDING
CRICKETS AND INSULATION)
10'-0"
1/2":1'-0"ROOF SLOPE
STANDING SEAM ROOF
1
2
IN WALL RAIN WATER LEADER SCHEDULE 40
PIPE TO BRASS COWS TOUNGE SCUPPER
THROUGH ROOF DOWNSPOUT EXTEND
1" BELOW SOFFIT
3 DOWNSPOUT TO ROOF BELOW
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CITY SPECIFICATION NO.
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:03:56 AM
As indicated
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AR102
KH
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04.30.2024
DG
05 1200.D C-CHANNEL OUTLOOKER IN LOWER CANOPY FRAMING. REFER TO
STRUCTURAL
07 4113.F STANDING SEAM METAL ROOF
07 7123.A GUTTER
07 7123.B INTERNAL GUTTER
08 6300.A METAL FRAMED SKYLIGHT
22 0000.W STACK VENT. LOCATE ON SOUTH SLOPE OF ROOF. REFER TO
PLUMBING
1/4" = 1'-0"AR301AR102
ROOF PLAN - RESTROOM1
LEGEND
GENERAL NOTES
KEYNOTES
1. REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.
2. REFER TO PLUMBING PLANS FOR ROOF VENT PENETRATION.
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EOF C A L I F O R NIA
KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
3
AR302
2
AR302
1
AR301
1
AR401
3
AR401
2
AR401
1
AR302
A
A D
D
1 1
22
B
B
C
C
6' - 8"4' - 4"6' - 0"4' - 4"6' - 8"
6' - 8"
4' - 8"
6' - 8"
13' - 5"
2
2
2
2
2
2
2
2 2
2
2' - 0"
13' - 3"
10' - 9"
05 1200.A
05 1200.A
05 5000.J
05 5000.E
05 5000.G
08 6300.A
2' - 0"
-
3
AR301
07 4213.B07 4213.B
CEILING HEIGHT10'-0"
LINEAR METAL SOFFIT
1
2
IN WALL DOWN SPOUT SCHEDULED
PIPE TO COWS TOUNGE SCUPPER
THROUGH ROOF DOWNSPOUT EXTEND
1" BELOW SOFFIT
3 DOWNSPOUT TO ROOF BELOW
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:03:57 AM
As indicated
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AR103
KH
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KH
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DG
1/4" = 1'-0"AR301AR103
RESTROOM REFLECTED CEILING PLAN1
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON
ELECTRICAL EQUIPMENT, LIGHTING FIXTURES AND LOCATIONS OF
ELECTRICAL OUTLETS
3. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
4. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING, AND
FLOOR FINISH INFORMATION.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND
FIXTURES OCCUR.
6. STANDARD MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND
PLUMBING FIXTURES TO FOLLOW THE ACCESSIBILITY STANDARDS.
7. REFER TO ACCESSIBILITY DETAILS FOR ACCESSIBILITY REQUIREMENTS AT
PUBLIC RESTROOM.
LEGEND
GENERAL NOTES
KEYNOTES
05 1200.A STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS
05 5000.E CUSTOM OVERHANG METAL DETAIL
05 5000.G CUSTOM OVERHANG METAL SUPPORT BRACKET
05 5000.J CUSTOM METAL VENT SCREEN
07 4213.B METAL WALL PANEL
08 6300.A METAL FRAMED SKYLIGHT
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
ADBC
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
07 7123.A
07 4213.B
07 4113.F
08 6300.A
14' - 2"
42
A-902
07 4213.A
33 A
AR601
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
ADBC
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
1' - 4"3' - 4"7' - 8"3' - 4"7' - 8"3' - 4"1' - 4"
1' - 4"3' - 4"2' - 0"4' - 0"1' - 8"3' - 4"1' - 8"4' - 0"2' - 0"3' - 4"1' - 4"
2' - 0"1' - 8"
42
AR601
32
A-902
33
A-902
31
A-902
1' - 1"
2' - 0"1' - 8"
A-901
32
33 B
AR601
BRICK VENEER
METAL WALL PANELS
STANDING SEAM METAL ROOF
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
2
AR401 12
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
1' - 4"3' - 4"2' - 8"3' - 4"2' - 8"3' - 4"1' - 4"
1' - 11"
1' - 1"
07 7123.C07 4213.A
33 D
AR601
33 E
AR601
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:03:58 AM
1/4" = 1'-0"
EX
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KH
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04.30.2024
DG
1/4" = 1'-0"AR103AR301
NORTH ELEVATION - RESTROOM W/ PRIVACY SCREEN1
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON
ELECTRICAL EQUIPMENT, LIGHTING FIXTURES AND LOCATIONS OF
ELECTRICAL OUTLETS
3. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
4. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING, AND
FLOOR FINISH INFORMATION.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND
FIXTURES OCCUR.
6. STANDARD MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND
PLUMBING FIXTURES TO FOLLOW THE ACCESSIBILITY STANDARDS.
7. REFER TO ACCESSIBILITY DETAILS FOR ACCESSIBILITY REQUIREMENTS AT
PUBLIC RESTROOM.
1/4" = 1'-0"AR101AR301
NORTH ELEVATION - RESTROOM W/O PRIVACY SCREEN2
1/4" = 1'-0"AR101AR301
EAST ELEVATION - RESTROOM W/ TRASH ENCLOSURE3
LEGEND
GENERAL NOTES
KEYNOTES
07 4113.F STANDING SEAM METAL ROOF
07 4213.A METAL WALL PANEL W/ SURFACE APPLIED MEDALLION
07 4213.B METAL WALL PANEL
07 7123.A GUTTER
07 7123.C SCUPPER
08 6300.A METAL FRAMED SKYLIGHT
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EOF C A L I F O R NIA
KA T H R Y N ANNEHI
CK
S
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
2
AR401
1 2
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
1' - 4"3' - 4"3' - 4"2' - 8"3' - 4"1' - 4"2' - 8"
07 7123.A
08 6300.A
07 4213.B
43
AR601
LOCATION FOR FUTURE
PUBLIC ART. SHOWN
FOR COORD. ONLY,
BRICK VENEER TO
EXTEND FULL HEIGHT
AND WIDTH OF WALL
07 4113.F
A-901
32
13
A-902
07 7123.C
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
2
AR401 12
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
1' - 4"3' - 4"2' - 8"3' - 4"2' - 8"3' - 4"1' - 4"
8 1/4"
6' - 6"
43
AR601
33 C
AR601
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
A DBC
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
1' - 4"3' - 4"1' - 4"
14' - 2"
22
AR601
12
AR601
13
AR601
1' - 0"
26 0000.A
43
AR601
07 7123.C
07 7123.C
BRICK VENEER
METAL WALL PANELS
STANDING SEAM METAL ROOF
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:04:00 AM
1/4" = 1'-0"
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DG
1/4" = 1'-0"AR101AR302
WEST ELEVATION - RESTROOM2
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON
ELECTRICAL EQUIPMENT, LIGHTING FIXTURES AND LOCATIONS OF
ELECTRICAL OUTLETS
3. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
4. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING, AND
FLOOR FINISH INFORMATION.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND
FIXTURES OCCUR.
6. STANDARD MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND
PLUMBING FIXTURES TO FOLLOW THE ACCESSIBILITY STANDARDS.
7. REFER TO ACCESSIBILITY DETAILS FOR ACCESSIBILITY REQUIREMENTS AT
PUBLIC RESTROOM.
1/4" = 1'-0"AR101AR302
EAST ELEVATION - RESTROOM W/O TRASH ENCLOSURE1
1/4" = 1'-0"AR101AR302
SOUTH ELEVATION - RESTROOM3
LEGEND
GENERAL NOTES
KEYNOTES
07 4113.F STANDING SEAM METAL ROOF
07 4213.B METAL WALL PANEL
07 7123.A GUTTER
07 7123.C SCUPPER
08 6300.A METAL FRAMED SKYLIGHT
26 0000.A SURFACE MOUNTED ELECTRIC METER. PROVIDE RAW CABINET
FOR CUSTOM PAINTED FIELD FINISH TO MATCH BRICK COLOR.
COLRO TO BE SELECTED BY ARCHITECT. REFER TO ELECTRICAL
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KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
1 2
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
6' - 8"6' - 8"
07 4113.F
07 7123.A
05 5000.E
05 1200.A
22 0000.B
26 0000.B
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
12
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
03 3000.B
05 5000.J
1' - 0"
6' - 0"
10 2800.BA
09 3000.A
01-GROUND
FLOOR
0' -0"
02-T.O.P. CMU
10' -0"
A DBC
B.O. CANOPY
8' -0"
03-T.O.S. ROOF
14' -0"
6' - 8"4' - 4"6' - 0"4' - 4"6' - 8"
AR601
12
AR601
13
OPEN OPEN
4" METAL STUD
7 5/8" CONCRETE MASONRY UNITS
CMU WALL FACE PER WALL TYPE
PERFORATED METAL PANEL
TILE PER 23/A901
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:04:01 AM
1/4" = 1'-0"
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1/4" = 1'-0"AR101AR401
BUILDING SECTION 11
1/4" = 1'-0"AR101AR401
BUILDING SECTION 33
1/4" = 1'-0"AR101AR401
BUILDING SECTION 22
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON
ELECTRICAL EQUIPMENT, LIGHTING FIXTURES AND LOCATIONS OF
ELECTRICAL OUTLETS
3. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
4. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING, AND
FLOOR FINISH INFORMATION.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND
FIXTURES OCCUR.
6. STANDARD MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND
PLUMBING FIXTURES TO FOLLOW THE ACCESSIBILITY STANDARDS.
7. REFER TO ACCESSIBILITY DETAILS FOR ACCESSIBILITY REQUIREMENTS AT
PUBLIC RESTROOM.
LEGEND
GENERAL NOTES
KEYNOTES
03 3000.B CONCRETE SLAB, REFER TO STRUCTURAL
05 1200.A STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS
05 5000.E CUSTOM OVERHANG METAL DETAIL
05 5000.J CUSTOM METAL VENT SCREEN
07 4113.F STANDING SEAM METAL ROOF
07 7123.A GUTTER
09 3000.A CERAMIC TILE, WALL APPLICATION
10 2800.BA FLOOR-MOUNTED TOILET PARTITION
22 0000.B WATER HEATER. REFER TO PLUMBING
26 0000.B SURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
REFLECTING SURFACE
40" MAX TO
B.O. PANEL
1' - 0" A.F.F.
3' - 4"
26 0000.C
26 0000.B
22 0000.B
10 2800.U
CMU
PERFORATED METAL PANEL, PAINTED
EXPOSED STUDS TYP.
NOTE: STUDS NOW SHOWN FOR CLARITY
TILE PER 23/A-901
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:04:02 AM
1/4" = 1'-0"
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1/4" = 1'-0"AR101AR501
RESTROOM 1 - EAST1
1/4" = 1'-0"AR101AR501
RESTROOM 1 - SOUTH2
1/4" = 1'-0"AR101AR501
RESTROOM 1 - WEST3
1/4" = 1'-0"AR101AR501
RESTROOM 1 - NORTH4
1. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON
ELECTRICAL EQUIPMENT, LIGHTING FIXTURES AND LOCATIONS OF
ELECTRICAL OUTLETS
3. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.
4. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING, AND
FLOOR FINISH INFORMATION.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND
FIXTURES OCCUR.
6. STANDARD MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND
PLUMBING FIXTURES TO FOLLOW THE ACCESSIBILITY STANDARDS.
7. REFER TO ACCESSIBILITY DETAILS FOR ACCESSIBILITY REQUIREMENTS AT
PUBLIC RESTROOM.
1/4" = 1'-0"AR101AR501
CHASE - SOUTH6
1/4" = 1'-0"AR101AR501
CHASE EAST5
1/4" = 1'-0"AR101AR501
CHASE NORTH8
1/4" = 1'-0"AR101AR501
CHASE - WEST7
NOTE: RESTROOM 2 - SIMILAR, OPPOSITE HAND
LEGEND
GENERAL NOTES
KEYNOTES
10 2800.U MOP RACK
22 0000.B WATER HEATER. REFER TO PLUMBING
26 0000.B SURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL
26 0000.C WALL MOUNTED DATA CABINET. REFER TO ELECTRICAL
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KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
1 1/2"
6"
5"
A-903
12
SIM
STANDING SEAM ROOF
WEATHER BARRIER
SHEATHING
ROOF FRAMING PER STRUCTURAL
METAL PANEL SYSTEM
C6X8.2 CONTINUOUS WITH 5/8"
DIAM. O.C.
12"
FLASHING TO MATCH
DECORATIVE METAL SCREEN
DECORATIVE SCREEN
REFER TO
ALUMINUM CAP WITH CLEAT
1" THIN BRICK VENEER, SAILOR
COURSE
THIN-BRICK VENEER, BOND
PATTERN PER ELEVATIONS
MORTAR BED WITH LATH
CERAMIC TILE
PER ELEVATIONS
/13 A-902
GUTTER GUARD FINISH
TO MATCH GUTTER
METAL SOFFIT PANELS
AND TRIM
ADHERED CONCRETE BAND
COURSE
EMBED
4"
F62 FERRULE INSERT, OR EQ. AT
EACH ANCHOR FASTENER
1/2" DIAM. BOLT
THIN-BRICK VENEER, BOND
PATTERN PER ELEVATIONS
ALUMINUM FLASHING WITH
HEMMED DRIP EDGE
STANDARD BRICK PLINTH
MORTAR AND LATH
WALL PER PLAN
THIN-BRICK VENEER, BOND
PATTERN PER ELEVATIONS
PER ELEVATIONS
PER ELEVATIONS
CERAMIC TILE OVER MORTAR
AND LATH
1 1/2"
6"
5"
A-903
12
SIM
STANDING SEAM ROOF
WEATHER BARRIER
SHEATHING
ROOF FRAMING PER STRUCTURAL
METAL PANEL SYSTEM
C6X8.2 CONTINUOUS WITH 5/8"
DIAM. O.C.
FLASHING WITH DRIP EDGE
1" BRICK VENEER, SAILOR COURSE
THIN-BRICK VENEER, BOND
PATTERN PER ELEVATIONS
MORTAR BED WITH LATH
CERAMIC TILE
CASING BEAD
J-TRIM CLOSURE PANEL, FIELD
DRILL WEEP
DECORATIVE METAL PANEL
SYSTEM
STANDING SEAM ROOF
GUTTER GUARD FINISH
TO MATCH GUTTER
ALUMINUM FLASHING WITH
HEMMED DRIP EDGE
FULL BRICK PLINTH
MORTAR AND LATH
CERAMIC TILE OVER MORTAR
AND LATH
FINISH FLOOR 0' - 0"
DAMP PROOFING, EXTEND TO
TOP OF DRIP EDGE BEHIND
BRICK VENEER
CMU WALL PER STRUCTURAL
FOOTING PER STRUCTURAL
CAPILARY BREAK DRIP EDGE,
PROVIDE WEEP VENT AT 24" O.C.
WEATHER BARRIER LAP OVER
DRIP EDGE
MASONRY TIE. SPACING PER
SPECIFICATION
CONCRETE TRIMBAND
MANUF. REQ.
8" MIN AFG @ PLANTER
VAPOR BARRIER PER
SPECIFICATON
2" MIN AT PAVNG
8" MIN AT LANDSCAPE
TOP OF TRIM BAND
13" A.F.F. TO
ALUMINUM FLASHING WITH
HEMMED DRIP EDGE
1" THIN BRICK VENEER OVER
MORTAR AND LATH
CERAMIC TILE OVER MORTAR
AND LATH
FINISH FLOOR 0' - 0"
DAMP PROOFING, EXTEND TO
TOP OF DRIP EDGE BEHIND
BRICK VENEER
CMU WALL PER STRUCTURAL
FOOTING PER STRUCTURAL
CAPILARY BREAK DRIP EDGE,
PROVIDE WEEP VENT AT 24" O.C.
WEATHER BARRIER LAP OVER
DRIP EDGE
CONCRETE TRIMBAND
1' - 1"
NOTE:AT NORTH ELEVATION, BRICK VENEER AND CONCRETE TRIM
BEHIND SLIDING DOOR SHALL NOT EXCEED 2" IN THICKNESS
THINK BRICK VENEER OR
METAL PANEL ABOVE
2" MIN
AT PAVERS
VAPOR BARRIER PER
SPECIFICATON
1 1/2"
6"
A-903
12
SIM
STANDING SEAM ROOF
WEATHER BARRIER
SHEATHING
ROOF FRAMING PER STRUCTURAL
METAL PANEL SYSTEM
4" METAL STUD FRAMING
FLASHING
FULL BRICK VENEER
STANDING SEAM ROOF
GUTTER GUARD FINISH
TO MATCH GUTTER
0" FINISH FLOOR
13" A.F.F. TO TOP OF
TRIM BAND
CMU WALL PER STRUCTURAL
2.5" SCHEDULE 40 RWL PROVIDE
FULLY SEALED AND WELDED
CONNECTION AT ALL JOINTS
BRASS SCUPPER
CAPILARY BREAK
DRIP EDGE,
PROVIDE WEEP
VENT AT 24" O.C.
BRICKLEDGE
WEATHER BARIER
LAP OVER
CAPILARY BREAK
SHEATHING
5"
NOTCH C-CHANNEL WHERE
REQ. TO ACCOMODATE RWL.
MAX 3" HORIZONTAL NOTCH.
WEATHER BARRIER
PAVERS
2" MIN AT
DAMP PROOFING, EXTEND
TO TOP OF DRIP EDGE
BEHIND BRICK VENEER
A. ABOVE CANOPY PICTURE
FRAME TRANSOM PANEL
B.BUILDING CORNER,
FRONT "PIERS" SIM.
C.PRIVACY SCREENS
CONCEALED SIDE, SIM,
NO MOD.
TYP.
1/2"
3 1/2"
PER ELEV.
3 1/2"
NOTE:WHERE "PICTURE FRAME" METAL WALL
PANELS OCCUR NOT SPECIFICALLY DETAILED
HERE, CONTRACTOR TO ASSUME 90° CORNER &
1/2" RECESS.
D. ADJACENT
TO VENT
SCREEN
FLAT PANEL FOR
KNEE BRACE
TYP.
1/2"
3"
TYP.
1/2"
1 1/2"
PER ELEV.
1 1/2"
2"2"
PER ELEV.
2"
2"
E. ADJACENT
TO VENT
SCREEN
3/8" TYP.
1"
4 1/2"
4"
3 3/4"
2"
1" TYP.
1"
MEDALLION
WHERE OCCURS
1 1/2"
PER ELEV.
1 1/2"
1 1/2"
PER ELEV.
1 1/2"
1 1/2"
PER ELEV.
1 1/2"
4 1/2"
4"
3 3/4"
2"
TYP.
1/2"
TYP.
1/2"
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/30/2024 10:04:03 AM
1 1/2" = 1'-0"
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1 1/2" = 1'-0"AR302AR601
TYP. WALL SECTION W/ SCREEN12
1 1/2" = 1'-0"AR302AR601
PLINTH DETAIL13
1 1/2" = 1'-0"AR302AR601
WALL SECTION W/ METAL PANEL22
1 1/2" = 1'-0"AR302AR601
FOOTING DETAIL RESTROOM43
1 1/2" = 1'-0"AR301AR601
FOOTING DETAIL AT FRONT OF RESTROOM42
1 1/2" = 1'-0"AR601
WALL SECTION W/ RAINWATER PIPE32
1 1/2" = 1'-0"AR601
WALL PANEL SECTIONS - RESTROOM33
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
STANDING SEAM OVER
ROOFING UNDERLAYMENT
FRAMING PER STRUCTURAL,
TYP.
ROOF SHEATHING
PER STRUCTURAL
RIDGE CAP W/ FLASHING
LOW PROFILE SELF FLASHING
SKYLIGHT, REFER INSTALL PER
MANUFACTURER'S DETAILS
REFER TO METAL ROOF
MANUFACTURERS
RECOMMENDATION FOR
FLASHING REQUIREMENTS.
STANDING SEAM METAL
ROOF SYSTEM
ROOFING UNDERLAYMENT
OVER SHEATHING
FLASHING CRIKET FOR POSITIVE
DRAINAG. COORDINAE WITH
REQUIREMETNS OF SKYLIGHT
AND ROOFING MANUFACTURER
WALL TILE OVER
CMU WALL PER SPECIFICATIONS
CONCRETE FLOOR
SLAB
HSS POST AND BASE PLATE PER
STRUCTURAL BEYOND
4" STEEL FRAMING
22 GA. PERFORATED METAL PANEL
WITH 1" EDGE TRIM. PANEL TO BE MIN
40% OPEN AREA. PATTER PER
SPECIFICATIONS. PAINT TO FINISH.
PROVIDE SHOP DRAWING PRIOR TO
FABRICATION ILLUSTRATING JOINTS.
JOINTS TO BE SYMMETRICAL ON ROOM.
6"
8 " Z -F L A S H I N G
STANDING SEAM METAL ROOF
FRAMING PER STRUCTURAL
UNDERLAYMENT PER
SPECIFICATIONS
18 GA. BENT CHANNELATTACH WITH #12
SELF-TAPPING SCREWS AT 12" O.C. 4"
FROM EACH END
Z- FLASHING TO MATCH
STANDING SEAM METAL ROOF
24 GA. CHANNEL, ATTACH WITH
#12 SELF-TAPPING SCREWS AT
12" O.C. 4" FROM EACH END
PREFORMED METAL RIDGE CAP
SHEATHING PER STRUCTURAL
CEILING FINISH PER PLAN
UNDERLAYMENT PER SPECIFICATIONS
SLOPE PER PLAN
F.F.
4'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
3'
-
0
"
12"x24" FIELD
COLOR ACCENT
FINISH
12"x24" FIELD
COLOR
12"x24" FIELD
COLOR ACCENT
FINISH
12"x24" FIELD
COLOR
12"x24" FIELD
COLOR
1' - 6"
1'
-
1
"
3/8" X 4" STEEL PLATE
2" X 1 1/8" X 1/8" TUBE STEEL
MITER END W/ 3/4" RADIUS.
WELD CLOSURE PLATE ALL
AROUND AND GRIND SMOOTH
3/8" X 1 1/2" STEEL BAR
1 1/2" LONG X 4" DIA.
SCHEDULE 40 STEEL PIPE.
A-901
33
1" x 1/8" STEEL BAR "STIRRUP",
TYP. OF (2) TWO
SLOT WELD WHERE OCCOURS
NOTES:
1. FINISH TO MATCH CITY STANDARD LIGHT FIXTURE BY STEVEN
HANDELMAN DESIGNS OR BE APPROVED BY ARCHITECT AND
CITY ENGINEER
2. LOCATE WHERE INDICATED ON EXTERIOR ELEVATIONS
#12 TAMPER-PROOF SELF
DRILLING SCREW. PAINT SCREW
HEAD TO MATCH. FASTEN
THROUGH SOFFIT BOARD INTO
STEEL STUD BEYOND, TYP OF 4
3"1' - 0"3"
3"
2" X 1 1/8" X 1/8" T.STEEL
R
0
' -
0
3
/
4
"
1/
2
"
1/8" CLOSURE PLATE.
WELD AND GRIND SMOOTH
SECTION A
SECTION A
SLOT WELD. PROVIDE TWO
(2) 3" LONG SLOT WELDS
EACH LEG, 2" FROM EACH
END, TOTAL OF FOUR (4)
WELDS EACH LEG OF KNEE
BRACE.
1" x 1/8" STEEL BAR "STIRRUP"
FILLET WELD, TOP AND
BOTTOM OF SCROLL.
CONCEAL BEHIND STIRRUP
1 1/4"1/4"1"1/4"1 1/4"
4"
3/8" DIA. PUDDLE WELD, EACH SIDE
3/8" DIA. PUDDLE WELD,
EACH SIDE
#12 TAMPER-PROOF SELF
DRILLING SCREW. PAINT
SCREW HEAD TO MATCH.
3"
1"
SLIDING DOOR HARDWARE
4 x 1.5 HSS FRAME
FLAT "COOKIE SHEET"
PANEL BY METAL WALL
PANEL MANUFACTURER.
COLOR TO MATCH
BUILDING PANELS
EMBOSSED "COOKIE SHEET"
PANEL AT EXTERIOR OF DOOR
BY METAL WALL PANEL
MANUFACTURER. REFER TO
EXTERIOR ELEVATIONS FOR
EMBOSSING PATTERN. COLOR
TO MATCH BUILDING PANELS
4 x 1.5 HSS FRAME
SURFACE APPLIED MEDALLION.
PROVIDE CONCEALED
ATTACHMENT FROM REAR;
TAP/MACHINE SCREW OR PLUG
WELD. FABRICATE PRIOR TO
FINISHING
4 x 1.5 HSS FRAME
FACE OF BUILDING
CANE BOLT
BRICK PAVING,
REFER TO LANDSCAPE.
CONCRETE "PIER" TO RECEIVE
CANE BOLT. TYP. (3) AT EACH
DOOR 12" DEEP 6" DIA. BELOW
BRICK
FLAT "COOKIE SHEET"
PANEL BY METAL WALL
PANEL MANUFACTURER.
COLOR TO MATCH
BUILDING PANELS
TYP.
3/8"
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
0
/
2
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2
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1
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As indicated
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KH
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04.30.2024
DG
1 1/2" = 1'-0"AK102 A-901
ROOF RIDGE - STANDING SEAM11
1 1/2" = 1'-0"AR102 A-901
SKYLIGHT - STANDING SEAM21
3" = 1'-0"A-901
CERAMIC TILE-FLOOR AND WAINSCOT23
3" = 1'-0"AR102 A-901
ROOF RIDGE DETAIL41
1" = 1'-0"A-901
TILE WAINSCOT PATTERN13
3" = 1'-0"AR301 A-901
DECORATIVE ROOF KNEE BRACE32
6" = 1'-0"A-901 A-901
KNEE BRACE CONNECTION DETAILS33
3" = 1'-0"A-901
SLIDING DOOR DETAIL43
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KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
SADDLE THRESHOLD
DRAFT STOP WHERE
REQUIRED
DOOR FRAME BEYOND
HOLLOW METAL DOOR
PER SPECIFICATION
HOLLOW METAL
DOOR PER SPEC
SOLID
GROUT
"T" MASONRY ANCHOR
@ JAMB. TYP.
CMU WALL
CMU WALL
HOLLOW METAL DOOR FRAME.
SOLID GROUT.
THRESHOLD
JAMB
HEAD
EQ EQ
METAL WALL PANEL
4" METAL WALL PANEL
TRIM
PREFINISHED FLASHING
CAULK AT JOINT
DOOR FRAME
BEYOND
HOLLOW METAL
DOOR PER SPEC
4"
6x6 HSS COLUMN
6X2 HSS BEAM
METAL WALL PANEL
LIGHT GAUGE STEEL FRAMING,
ALIGN FACE OF FRAMING WITH
FACE OF STEEL FOR METAL WALL
PANEL ATTACHMENT
6X2 HSS BEAM, TOP AND
BOTTOM
POST CAP
METAL WALL PANEL
HEMMED CAP
FLASHING TO MATCH
METAL WALL PANEL
6X6 HSS POST
2"
LIGHT GAUGE STEEL FRAMING,
ALIGN FACE OF FRAMING WITH
FACE OF STEEL FOR METAL WALL
PANEL ATTACHMENT
3"
C
L
R
.
3'
-
0
"
CONCRETE FOOTING PER
STRUCTURAL PLANS.
COORDINATE WITH
PLACEMENT OF BUILDING
FOOTING AS REQUIRED.
6X6 HSS COLUMNS. PAINT
TO FINISH
CAST IRON PYRAMID POST CAP.
TACK WELT TO POST EA. SIDE
AND PAINT TO MATCH HSS
COLUMN. KING ARCHITECTURAL
METALS 45-811 OR APPROVED
EQUAL.
DECORATIVE METAL WALL
PANEL BOTH SIDES
6X2 HSS TOP AND BOTTOM
NOTE: PAINT ALL EXPOSED
STEEL SURFACES.
42
A-902
43
A-902
PAVERS. REFER TO
LANDSCAPE PLANS
1' - 2"
1'
-
0
"
5'
-
6
"
4"
LIGHT GAUGE STEEL
FRAMING, ALIGN FACE OF
FRAMING WITH FACE OF
STEEL FOR METAL WALL
PANEL ATTACHMENT
PREFINISHED FLASHING
1/4" THICK X 12" TALL DECORATIVE
SCREEN. WIDTH PER PLAN. MIN
50% OPEN AREA. PATTERN AS
PROVIDED BY ARCHITECT.
PREFINISHED CAP
FLASHING WITH CLEAT
1"x1/4" BAR STEEL. FINISH TO MATCH
DECORATIVE METAL SCREEN. FASTEN
TO L ANGLE WITH TAMPER RESISTANT
FASTNERS
1"x1"x1/4" BAR STEEL. FINISH TO
MATCH DECORATIVE METAL
SCREE. ANCHOR AT 12" O.C. MAX.
METAL SOFFIT PANEL
PREFINISHED FLASHING TO
MATCH VENT SCREEN AND
WALL PANLES
12" TALL DECORATIVE SCREEN.
WIDTH PER PLAN. MIN 50% OPEN
AREA/. PATTERN AS PROVIDED
BY ARCHITECT.
PREFINISHED METAL
WALL PANEL
BAR STEEL. FINISH TO MATCH
DECORATIVE METAL SCREE.
ANCHOR AT 12" O.C. MAX.
CAULK AT JOINT
WALL TILE
CMU WALL PER PLAN
PREFINISHED FLASHING
SLIDING DOOR TRACK, REFER TO
SPECIFICATION
METAL SOFFIT PANEL
PREFINISHED FLASHING
METAL WALL PANEL
METAL WALLPANE
PREFINISHED FLASHING HEM
EXPOSED EDGES
PREFINISHED FLASHING
DOOR PER SCHEDULE
SLIDING DOOR TRACK, REFER TO
SPECIFICATION
METAL SOFFIT PANEL, TYP.
VENT PER
METAL WALL PANEL
/13 A-902
PREFINISHED FLASHING HEM
EXPOSED EDGES
4X10 HSS, REFER TO
STRUCTURAL
DOOR PER SCHEDULE
SLIDING DOOR TRACK, REFER TO
SPECIFICATION
METAL WALL PANEL BEYOND
METAL SOFFIT PANEL, TYP.
ANCHORAGE PER
STRUCTURAL
STEEL PLATE PER STRUCTURAL
VENT PER /13 A-902
1"
T
Y
P
.
GLAZING
6" CROSS RAIL
FLAT "COOKIE SHEET"
PANEL BY METAL WALL
PANEL MANUFACTURER.
COLOR TO MATCH
BUILDING PANELS
"COOKIE SHEET" PANEL AT
EXTERIOR OF DOOR BY METAL
WALL PANEL MANUFACTURER.
WITH SURFACE APPLIED
MEDALLION. PROVIDE
CONCEALED ATTACHMENT FROM
REAR; TAP/MACHINE SCREW OR
PLUG WELD. FABRICATE PRIOR
TO FINISHING
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
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KH
DG
KH
04.30.2024
DG
3" = 1'-0"A-902
TYP. DOOR @ CMU WALL23
1 1/2" = 1'-0"A-902 A-902
PRIVACY SCREEN HORIZONTAL SECTION43
1 1/2" = 1'-0"A-902 A-902
PRIVACY SCREEN VERTICAL SECTION42
3/4" = 1'-0"A-902
PRIVACY SCREEN ELEVATION41
1 1/2" = 1'-0"AR302 A-902
VENT SCREEN13
1 1/2" = 1'-0"A-902
VENT SCREEN JAMB12
1 1/2" = 1'-0"AR301 A-902
VENT SCREEN @ METAL PANELS31
1 1/2" = 1'-0"AR301 A-902
VENT SCREEN @BRICK WALL32
1 1/2" = 1'-0"AR301 A-902
VENT SCREEN @DOOR33
3" = 1'-0"AK101 A-902
STOREFRONT DOOR - CROSS RAIL11
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KA T H R Y N ANNEHI
CK
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
CCR-650
CCR-650
CCS
-
3
0
1
#12-
1
4
x
1
.
0
0
CCS
-
4
0
0
CCR-650
5MM x 6MM RIV E T
5MM x 6MM RIV E T
CCS -302
#12- 14x1. 00
CC
R
-
6
5
0
5MM
x
6
M
M
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I
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CCR-650
5MM x 6MM RIV E T
CCR-650
5MM x 6MM RIV E T
CCS
-
3
0
1
#12-
1
4
x
1
.
0
0
CCR-650
CCS
-
3
0
2
#12
-
1
4
x
1
.
0
0
CC
R
-
6
5
0
CCS-301
#12- 14x1.00
CCS-400
CC
R
-
6
5
0
5MM
x
6
M
M
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I
V
E
T
5MM
x
6
M
M
R
I
V
E
T
CC
R
-
6
5
0
5MM
x
6
M
M
R
I
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CCS-301
#12- 14x1.00
CCR-6505MM x 6MM RIVETCCR-6505MM x 6MM RIVETCCS -301
CC
R
-
6
5
0
5MM
x
6
M
M
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CCS -301
CC
R
-
6
5
0
5MM
x
6
M
M
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I
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CCR-650
5MM x 6MM RIV E T
CCS
-
3
0
1
#12-
1
4
x
1
.
0
0
#12- 14x2. 00
#12- 14x2. 00
# 12- 1 4x 2 .00CC S-4008" C.M.U. EXTERIOR WALL,
REFER TO STRUCTURAL
BRICK VENEER OVER
CEMENT PLASTER
SYSTEM
WEATHER BARRIER
PLASTER SCREED
METAL WALL PANEL
SYSTEM
4" METAL STUD,
REFER TO STRUCTURAL
3" PIPE RAIN WATER
LEADER WHERE OCCRS,
REFER TO ROOF PLAN
BACKER ROD & SEALANT,
1/2" MAX. JOINT
TYP.
1/2"
4"
4"
4"
4"
METAL WALL PANEL
CORNER TRIM
METAL WALL PANEL
WEATHER BARRIER
FRAMING AND SHEATHING
PER STRUCTURAL
SEALANT
PRE FINISHED FLASHING TO
MATCH METAL WALL PANEL
SYSTEM
ELASTOMERIC MEMBRANE.
WRAP INTO OPENING
FACE OF CURB BELOW
3/
4
"
2"
16 GA STAINLESS STEEL
6"
METAL WALL PANEL
JAMB PANEL BETWEEN WINDOWS, SIM.
V.I.F.TYP.
1/2"
4"
TY
P.
1/2"
6"
6" CHANNEL
FORMED GUTTER FLASHING.
FINSH TO MATCH ROOFING,
HEM EDGE
ANTIQUED BRASS ACCENT
FLASHING
LINEAR METAL SOFFIT
DOWNSPOUT
PER ELEVATIONS
FORMED METAL GUTTER
FINISH TO MATCH ROOFING
1"
DECORATIVE METAL PANEL
DECORATIVE SCREEN
FRAMING PER STRUCTURAL
S L O P ESLOPE
C-STUD FRAMING
FLASHING TO MATCH
ROOFING
18 GA. BENT PL CONTINUOUS
WEITH #8 SELF TAPPING
SCREWS @ 16" O.C. TO WALL PL
METAL PANEL SYSTEM
CONCRETE MASONRY BLOCK
WEATHER BARRIER, LAP OVER
ATTACHMENT CHANNEL FOR
METAL PANEL SYSTEM
FORMED GUTTER L A P F L A S H I N G 6 "
TAPE OVER FLASHING
PANEL CLIP WITH FASTENERS
SEALANT TO CLOSE END PANEL
CUT AND FIELD BEND PANEL END
FLASHING WITH DRIP EDGE
GROUT BED
PL 1/2 X 7-1/2 CONT. W/ 5/8" DIAM.
CENTERED BETWEEN JOISTS &
12" MAX FROM ENDS OF PL'S
GUTTER GUARD FINISH TO
MATCH GUTTER
6"
4"
METAL FINIAL
Z FLASHING TO
MATCH ROOFING
3/16
ELASTOMERIC
MEMBRANE
ROOFING
UNDERLAYMENT
STANDING SEAM
METAL ROOF
1/4" METAL PLATE ALL SIDES
3/16
ROOF SHEATHING
HSS ROOF FRAMING
PER STRUCTURAL
3"
#12 SMS EA. SIDE, TYP OF 8.2"
1"
5"
PER ELEVATIONS
5 1/2" DIAMETER
SPHERE
16 GA. MIN. SHEET
MEATAL CONE
OCTAGONAL BASE
CONE, 16 GA. MIN.
1"x1/4" BAR STEEL SCROLL,
10" TALL, TYP. OF 4
2 1/2" DIA. TRANSITION
NOTES:
FINISH TO MATCH BUILDING ROOFING OR CITY STANDARD
LIGHT FIXTURE BY STEVEN HANDELMAN DESIGNS. FINISH TO
BE APPROVED BY ARCHITECT AND CITY ENGINEER PRIOR TO
FABRICATION.
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
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3" = 1'-0"
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A-903
KH
DG
KH
04.30.2024
DG
3" = 1'-0"AR101 A-903
BUILDING CORNER - RESTROOM33
3" = 1'-0"AK101 A-903
BUILDING CORNER - KIOSK31
3" = 1'-0"AK102 A-903
CANOPY FRAMING21
3" = 1'-0"AK601 A-903
GUTTER12
3" = 1'-0"AK102 A-903
STANDING SEAM ROOF - RIDGE - KIOSK13
3" = 1'-0"A-903
ROOF - FINIAL - KIOSK23
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KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
1" THICK LIME PLASTER ON (E)
ADOBE BLOCK WALL
(E) STONE RUBBLE
FOUNDATION. PROTECT IN
PLACE DUIRNG EXCAVATION
BRICK PAVING PER LANDSCAPE
SUBGRADE PER LANDSCAPE
GEOTEXTILE FABRIC, OVERLAP
AT TOP, FILL W/ 3/4" WASHED
GRAVEL TAMPED LIGHTLY
1/2" DRAINAGE BOARD OVER
SHEET WATER PROOFING
(E) SOIL FILL BELOW SUBGRADE
4" ROUND PERFORATED
PLASTIC PIPE, SET ON BED OF
GRAVEL, SLOPE DOWN 1% TO
2%, INSTALL ENDCAP AT
BURRIED END
18"
0' - 1"
SLOPE
S LO P E 2% M IN.
NOTES:
CLEAN TRENCH OF (E) DEBRIS, THEN SET ASIDE,
ALL EXCAVATED SOIL FOR ARCHAEOLOGICAL
EXAMINATION, DO NOT DISTURB STONE RUBBLE
FOUNDATION
HAND TOOLS SHALL BE USED FOR ALL
EXCAVATION, TRENCHING, AND BACKFILL WORK
WITHIN 5' OF THE ADOBE.
+/
-
2
'
-
0
"
1" LIME PLASTER WITH FIBER
REINFORCING LATH OVER (E)
ADOBE
22 GAUGE COPPER FLASHING,
EXTEND 1" BEYOND WINDOW
FRAME @ JAMB
2" x 4" REDWOOD FRAME
1/4" LEXAN GLAZING
6"
3
1
/
2
"
.
1 1/2".
1"
.
3/8".
1/2".
1/
4
"
.
EPOXY ANCHOR PER 32/A-911
3/8" EPOXY ANCHOR WHERE
OCCURS
1" LIME PLASTER WITH FIBER
REINFORCING LATH OVER (E)
ADOBE
RADIUS EXPOSED EDGE
2" x 4" REDWOOD FRAME
1/4" LEXAN GLAZING
3 1/2".
1/4".
1".
1
1
/
2
"
.
1/
2
"
.
3/
8
"
.
EPOXY ANCHOR PER 32/A-911
3/8" EPOXY ANCHOR WHERE
OCCURS
6"
6"
6"
M
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O
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(E
)
F
L
A
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H
I
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G
+/- 3' - 0"
+/
-
4
'
-
0
"
3'
-
0
"
12
"
M
I
N
A
.
F
.
G
.
SLOPE
(E) ROOF PROTECT IN PLACE
PROPOSED VIEWING PANE,
PER 32/A-911
(E) WINDOW PROTECT IN
PLACE
FINISH GRADE
(E) FOUNDATION
(E) TRELLIS AND AWNING TO BE
REMOVED. REMOVE (E) FLASHING AND
REMOVE (E) PLASTER 6" MIN BEYOND
(E) FLASHING ALL SIDES.
(E) DOOR PROTECT IN PLACE
INSTALL LIME PLASTER PER
SPECIFICATIONS. REMOVE (E)
PLASTER SUBGRADE AS REQUIRED TO
COMPLETE THE WORK
REMOVE (E) PEDESTAL SIGNAGE.
SALVAGE TO CITY
SITE WALL PER LANDSCAPE
12
A-911
21
A-911
22
A-911
NOTE:COORDINATE FINAL SIZE
AND PLACEMENT OF VIEWING
PANE W/ CITY, ARCHITECT AND
ADOBE HISTORIAN PROPR TO
FABRICATION AND INSTALLATION
CONTINUE SUBGRADE AND ABOVE
GRADE PLASTER REPLACEMENT 12"
AROUND CORNER OF BLDG.
+/- 27' - 0"
DAYLIGHT DRAINAGE PIPE PER CIVIL
DWGS.
31
A-911
TYP.
1" THICK LIME PLASTER ON (E)
ADOBE BLOCK WALL
(E) STONE RUBBLE
FOUNDATION
BRICK SOLDIER COURSE.
REFER TO LANDSCAPING
GRANITECRETE PAVING PER
LANDSCAPE
GEOTEXTILE FABRIC, OVERLAP
AT TOP, FILL W/ 3/4" WASHED
GRAVEL TAMPED LIGHTLY
1/2" DRAINAGE BOARD OVER
SHEET WATER PROOFING
(E) SOIL FILL BELOW SUBGRADE
4" ROUND PERFORATED PLASTIC
PIPE, SET ON BED OF GRAVEL,
SLOPE DOWN 1% TO 2%, INSTALL
ENDCAP & SCUPPER BURRIED
AT SOUTH END18"
SUBGRADE PER LANDSCAPE
1".
SLOPE
SLOPE 2% MIN.
+/
-
2
'
-
0
"
NOTES:
CLEAN TRENCH OF (E) DEBRIS, THEN SET ASIDE,
ALL EXCAVATED SOIL FOR ARCHAEOLOGICAL
EXAMINATION, DO NOT DISTURB STONE RUBBLE
FOUNDATION
HAND TOOLS SHALL BE USED FOR ALL
EXCAVATION, TRENCHING, AND BACKFILL WORK
WITHIN 5' OF THE ADOBE.
+/- 3' - 0"
+/
-
4
'
-
0
"
LEXAN GLAZING
EPOXY ANCHOR, 3/8" DIA.
THREADED BOLT W/ SIMPSON
SET-XP EPOXY (ESR 2508) WITH 5"
MIN. EMBED INTO ADOBE BLOCK
OR 3/8" DIA. THREADED BOLT W/
HILTI HIT-RE 500 V3 EPOXY (ESR
3814) WITH 5" MIN. EMBED INTO
ADOBE BLOCK. INSTALL PER ESR
REPORT AND PROVIDE SPECIAL
INSPECTION AS REQUIRE BY THE
ESR REPORT. COORDINATE
PLACEMENT OF EPOXY ANCHORS
WITH ARCHITECT AND ADOBE
HISTORIAN PRIOR TO
INSTALLATION.
8"
M
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.
12
"
M
A
X
.
T
Y
P
.
REDWOOD FRAME
NOTE:COORDINATE FINAL SIZE
AND PLACEMENT OF VIEWING
PANE W/ CITY, ARCHITECT AND
ADOBE HISTORIAN PROPR TO
FABRICATION AND INSTALLATION
SLOPE
+/- 16' - 0"
(E) DOOR PROTECT IN
PLACE
INSTALL LIME PLASTER
PER SPECIFICATIONS.
REMOVE (E) PLASTER
SUBGRADE AS REQUIRED
TO COMPLETE THE WORK
(E) WINDOW PROTECT IN
PLACE
FINISH GRADE
CONTINUE SUBGRADE AND
ABOVE GRADE PLASTER
REPLACEMENT 12"
AROUND CORNER OF
BLDG.
PIPE WITH SLOPE
13
A-911
12
"
M
I
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.
A
.
F
.
G
.
1" THICK LIME PLASTER ON (E)
ADOBE BLOCK WALL
(E) STONE RUBBLE
FOUNDATION
GEOTEXTILE FABRIC, OVERLAP
AT TOP, FILL W/ 3/4" WASHED
GRAVEL TAMPED LIGHTLY
1/2" DRAINAGE BOARD OVER
SHEET WATER PROOFING
(E) SOIL FILL BELOW SUBGRADE
4" ROUND PERFORATED PLASTIC
PIPE, SET ON BED OF GRAVEL,
SLOPE DOWN 1% TO 2%, INSTALL
ENDCAP AT HIGH/BURRIED END
18"
LANDSCAPE PLANTER
1".
SLOPE 2% MIN.
DECOMPOSED GRANITE OR
DECORATIVE ROCK MULCH
SLOPE 2% MIN.
+/
-
2
'
-
0
"
NOTES:
CLEAN TRENCH OF (E) DEBRIS, THEN SET ASIDE,
ALL EXCAVATED SOIL FOR ARCHAEOLOGICAL
EXAMINATION, DO NOT DISTURB STONE RUBBLE
FOUNDATION
HAND TOOLS SHALL BE USED FOR ALL
EXCAVATION, TRENCHING, AND BACKFILL WORK
WITHIN 5' OF THE ADOBE.
SLOPE
+/- 16' - 0"
INSTALL LIME PLASTER
PER SPECIFICATIONS.
REMOVE (E) PLASTER
SUBGRADE AS REQUIRED
TO COMPLETE THE WORK
FINISH GRADE PER CIVIL
CONTINUE SUBGRADE AND
ABOVE GRADE PLASTER
REPLACEMENT 12"
AROUND CORNER OF
BLDG.
DRAINAGE PIPE
(E) WINDOW PROTECT IN
PLACE
12
"
M
I
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A
.
F
.
G
.
@
F
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O
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A
D
O
B
E
(E) CEMENT PLASTER
OVER (E) ADOBE
1" LIME PLASTER WITH FIBER
REINFORCING LATH OVER (E)
ADOBE
3"
TROWEL JOINT SMOOTH
LAP LATH OVER (E) CEMENT
PLASTER. AFFIX TO (E)
PLASTER AND ADOBE PER
SPECIFICATION AND PLASTER
OVER WITH LIME PLASTER
PER SPECIFICATON
MI
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
91439-01
4/
3
0
/
2
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2
4
1
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:
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AD
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A-911
KH
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KH
04.30.2024
DG
1 1/2" = 1'-0"A-911 A-911
ADOBE FDN. DRAINAGE @ BRICK PAVERS13
1 1/2" = 1'-0"A-911 A-911
ADOBE WINDOW FRAME - HEAD21
1 1/2" = 1'-0"A-911 A-911
ADOBE WINDOW FRAME - JAMB22
1/4" = 1'-0"A-911
ADOBE WALL WEST ELEVATION33
1 1/2" = 1'-0"A-911 A-911
ADOBE FDN. DRAINAGE @ GRANICRETE PAVING12
1 1/2" = 1'-0"A-911
ADOBE WINDOW FRAME - EPOXY ANCHORS32
1/4" = 1'-0"A-911
ADOBE WALL NORTH ELEVATION43
1 1/2" = 1'-0"A-911
ADOBE FDN. DRAINAGE @ PLANTER11
1/4" = 1'-0"A-911
ADOBE WALL SOUTH ELEVATION42
3" = 1'-0"A-911 A-911
ADOBE PLASTER JOINT31
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EOF C A L I F O R NIA
KA T H R Y N ANNEHI
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C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
05.14.2024
MATERIALS LEGEND
SYMBOL DESCRIPTION
BRICK PAVING TYPE 1
PATTERN: HERRINGBONE
COLOR: OLD TOWN RED
BRICK PAVING TYPE 3
PATTERN: HERRINGBONE
COLOR: DUSTY ROSE
BRICK PAVING TYPE 4
PATTERN: HERRINGBONE
COLOR: SUMMER WHEAT
BRICK PAVING TYPE 2
PATTERN: HERRINGBONE
COLOR: MOUNTAIN ROSE
SYMBOL LEGEND
SYMBOL DESCRIPTION
BENCH
MOVEABLE BISTRO TABLE
(OWNER FURNISHED, N.I.C.)
PLANTER POT TYPE B
TRIPLE STREAM WASTE RECEPTACLES.
SEE NOTE 5.
POLE LIGHT
BIKE RACK
PLANTING AREA
LIMIT OF WORK
SAWCUT LINE
P/A
DRINKING FOUNTAIN/BOTTLE FILLER
GRANITECRETE
COLOR: NATURAL GOLD
BRICK PAVING TYPE 5
PATTERN: HERRINGBONE
COLOR: SUTTER GOLD
PLANTER POT TYPE A
EXISTING TREE, SEE TP101
RIGHT OF WAYROW
LIMIT OF WORK
B
A
1
2
3
4
5
BRICK EDGE BAND
COLOR: BURNT ROSE
(SHADING DELINEATES PERMEABLE PAVING)
ROOT BARRIER
*ACCESSIBLE SEATING AT BAR COUNTER
DETAIL
1
LC503
3
LC505
1
LC503
1
LC503
SEE
E-002
P/A
MONTEREY ST.
BR
O
A
D
S
T
.
MISSION
SAN LUIS OBISPO
DE TOLOSA
MURRAY
ADOBE
ROW ROW
APPRO
X
I
M
A
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E
L
I
M
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O
F
W
O
R
K
APPROXIMATE LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
GB
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
GB
GB
WM
BF
BENCH
E E
E
E
E
E
E
E
P/A
EX. LAWN
AREA
BRICK PAVING
MISSION STYLE RAILING
EX. REDWOOD TREE
"MOON TREE"
5
LC501
6
LC501
6
LC501
1
LC502
3
LC504
5
LC501
5
LC501
2
LC503
LANDSCAPE BOULDERS
2
LC501
BRICK EDGE BAND
TYP. 5
END NEW RAILING
P/A
P/A
P/A
P/A
P/A
P/A
EX. SIDEWALK
BEGIN NEW
RAILING
7
LC503
BRICK PAVING
COLOR TRANSITION
3
LC502
GRANITECRETE PAVING
EXISTING RAILING
BRICK PAVING
TRANSITION PANEL
REPLACE/REPAIR IN- KIND
V-GUTTER DAMAGED BY
CONSTRUCTION
2
LC502
TREE UPLIGHTS PER
ELECTRICAL SHEETS,
2 PER TREE, TYP.
1
LC501
DECORATIVE PICKET FENCE6
LC502
BRONZE PLAQUE3
LC503
TREE PLANTING AT GRANITECRETE
STRING LIGHT POST
4
LC502
6
LC502
DECORATIVE
PICKET FENCE
4
LC502
SEE CG101 FOR PAVING ADJACENT TO ADOBE
6
LC502
DECORATIVE
PICKET FENCE
EX. REDWOOD TREE
2
LC504
BAR COUNTER
PLANTER FENCE
(DASHED LINE AS
SHOWN, TYP.)
5
LC5022
LC505
5
LC503
KIOSK
RESTROOM
EX. SIDEWALK
EX. REDWOOD TREE
R31'-9"R22'-6"R10'-6"R15'-6"
APPROX. RADII OF BRICK
COLORS. DASHED LINE
FOR REFERENCE ONLY.
SEE DETAIL 4/LC501.
5
LC504
1
LC504
5
LC501
END
WALL
2
LC502
GRANITE PLANTER CURB
15'
14'-3"7'-3"
B
A
A
POT IRRIGATION
LANDSCAPE BOULDER 2
LC503
6
LC503
5
LC501
P/A
5
4
3
21
1
1
2
2 3 4 5
TREE UPLIGHTS PER ELECTRICAL. 2 PER TREE, TYP.
ASPHALT PAVING
SEE CG101
7
LC501
STAIR HANDRAIL
TRENCH DRAIN
PER CG101
2
LC502
GRANITE PLANTER
CURB
5
LC502
PLANTER FENCE
(DASHED LINE AS
SHOWN, TYP.)
UTILITY LID,
TYP. SEE
NOTE 1.
7
LC501
STAIR HANDRAIL
4
LC502
TYP. BOTH SIDES.
LC LC
1
LC505
EQ
.
EQ
.
TRASH ENCLOSURE
FENCE/GATE PER
ARCHITECTURE SHEETS
RELOCATED "AUTHORIZED VEHICLES" +
ARROW SIGN. FINAL LOCATION TO BE
DETERMINED BY CITY TRAFFIC ENGINEER.
INSTALL PER CITY STANDARD DETAIL 7210. TOP
OF FOOTING SHALL BEGIN BENEATH BRICK.
A
B
C
A
B
AC
B C
B
A
C
B
A
B
A
B
TYP. 4. SEE NOTE 4 BELOW.
UTILITY LID, TYP. SEE NOTE 1.
ROLLING WASTE
RECEPTACLES
1
LC503
BENCH AT BRICK PAVING
4
LC501
3
LC501
BRICK PAVING - PERMEABLE
1
4
LC504
SEE NOTES 2 & 6
DRINKING
FOUNTAIN
3
LC505
*
ART KIOSK
FOOTING
4
LC505
EX. LAWN AREA
4
LC503
CAMERA POLE
PER E-003
(E) ART
SCULPTURE
LAWN
AREA
CAMERA POLE PER E-003
REPAIR IN-KIND PAVING
DAMAGED BY UTILITY
LID.
5
LC505
TRASH RECEPTACLE
INSTALLATION
CITY SPECIFICATION NO.
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0 feet20
1"=10'-0"
10 30
MP
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NOTES
1.CONTRACTOR TO COORDINATE FINAL PLACEMENT OF ALL UTILITY LIDS (ELECTRICAL,
WATER, SEWER, ETC.) WITH ASSOCIATED SUBCONTRACTOR AND LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
2.REFER TO SHEET A-911 FOR PRESERVATION WORK TO BE COMPLETED AT THE EXISTING
ADOBE.
3.REFER TO SHEET TP101 AND TP501 FOR CONSTRUCTION PRACTICES AT
EXISTING/RELOCATED TREES.
4.PROPOSED LARGE BOX SPECIMEN TREES AT GRANITECRETE PATIO SHALL BE
INSTALLED PRIOR TO IRRIGATION PIPE AND ELECTRICAL CONDUIT. AFTER
INSTALLATION OF TREES CONTRACTOR SHALL CONSULT WITH PROJECT ARBORIST TO
CONDUCT AIR SPADE ROOT EXCAVATION TO IDENTIFY ROOTS TO BE PRESERVED.
PIPE AND CONDUIT SHALL BE HAND TRENCHED AND NO ROOTS OVER 1" IN
DIAMETER SHALL BE SEVERED WITHOUT PERMISSION OF THE PROJECT ARBORIST.
5.PERMANENT TRIPLE STREAM WASTE RECEPTACLES AS SHOWN IN THE LEGEND AND
LISTED IN THE TECHNICAL SPECIFICATIONS SHALL BE COLLECTED BY PARKS
MAINTENANCE. ROLLING TRIPLE WASTE BINS ADJACENT TO THE RESTROOM SHALL BE
COLLECTED BY SAN LUIS GARBAGE.
6.A QUALIFIED HISTORIC ARCHITECT OR ARCHITECTURAL HISTORIAN WITH
DEMONSTRATED EXPERIENCE WORKING WITH ADOBE STRUCTURES SHALL BE
RETAINED BY THE CITY TO MONITOR AND PROVIDE PROTECTION GUIDANCE FOR
ANY WORK IN THE IMMEDIATE VICINITY OF THE PERIMETER OF THE MURRAY ADOBE.
OCCUPANT LOAD ANALYSIS FOR PATIO
TOTAL PATIO AREA: 955 SF
OCCUPANT LOAD FACTOR PER CBC 1004.5:5 SF / PERSON
TOTAL OCCUPANT LOAD:191 PERSONS
191 PERSONS x .2" /PERSON REQ WIDTH = 38.2"76" PROVIDED OK
PER CBC1007.1.1:
MAXIMUM DIAGONAL DIMENSION OF PATIO 45 FT
ALLOWABLE DISTANCE APART OF TWO EXITS:NOT LESS THAN 1/2 OF 45 FT
DISTANCE APART OF CENTER OF TWO EXITS: 22.6 FT OK
3
3
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6
6
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$
=
$
(1
+
$
1
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(
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(
1
7
6
05.14.2024
CITY SPECIFICATION NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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BRICK PAVING
1 1/2" = 1'-0"
1"
6"
PROVIDE POLYMERIC SAND TO FILL IN
IRREGULARITIES IN JOINTS, TYP.
CLAY BRICK PAVER. BUTT JOINTS TIGHTLY.
GEOTEXTILE FABRIC
WASHED CONCRETE
SAND SETTING BED
CLASS 2 AGGREGATE
BASE @ 95% RELATIVE
COMPACTION
RIP AND COMPACT TO
6" OF SUBGRADE TO 90%
RELATIVE COMPACTION
PLAN VIEW
HERRINGBONE PATTERN
NOTES:
1.TREAT EXISTING SOIL AND BACKFILL PRIOR
TO PAVER INSTALLATION WITH GROWTH
INHIBITOR.
2.SEAL ALL BRICK PAVING SURFACES WITH
SEALER PER SPECIFICATIONS.
3.BRICK PIECES SMALLER THAN 2" ARE NOT
PERMITTED FOR PAVING.
1
RRM-0201-MI1-42
BRICK EDGE BAND
3" = 1'-0"
1
LC501
BRICK PAVING
PLAN VIEW
P.C. CONCRETE FOOTER
1/2" MORTAR
SETTING BED
BRICK EDGE
BAND
SOLDIER COURSE
BRICK EDGE BAND
ADJACENT
SURFACE PER
PLAN
6"
8"
3/8" MORTAR JOINT
(1)#4 REBAR, CONT. HORIZ.,
CENTERED IN CURB.
2
RRM-0201-MI1-88
ED
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1'-0"
ED
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O
F
B
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CORE DRILL HOLE W/
DIA. 1/2" LARGER
THAN POST AND FILL
W/ EPOXY, TYP. ALL
POSTS.
2'
-
1
0
"
STEEL HANDRAIL
MOULDING
2'
-
1
0
"
NOTES:
1.HANDRAIL COMPONENTS ARE A MIX OF BRONZE AND STEEL. FOR COMPONENTS
THAT HAVE BRONZE ACCENTS MECHANICALLY ATTACHED, BRONZE SHALL BE
SEPARATED PRIOR TO SHOP PRIMING. REATTACH PRIOR TO WELDING.
2.PROVIDE CONTINUOUS WELDS ON ALL COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS SMOOTH.
3.ALL HANDRAIL COMPONENTS THAT ARE STEEL ONLY SHALL BE PAINTED BLACK.
4.CONTRACTOR TO PROVIDE SHOP DRAWINGS SHOWING ALL HANDRAIL
COMPONENTS AND LAYOUT PRIOR TO FABRICATION.
5.ALL HANDRAIL COMPONENTS ARE AVAILABLE FROM WWW.JULIUSBLUM.COM.
SEE SPECIFICATIONS FOR ITEM NUMBERS.
HANDRAIL
CROSS-SECTION
3/4" = 1'-0"
STAIR HANDRAIL
1 1
4"
STEEL HANDRAIL MOULDING
3
8" x 1 1
4" FLAT BAR
NON-CIRCULAR PERIMETER: 5 5
8"
1'-0"1'-4"
2'
-
1
0
"
2'-3"
9"
LAMB'S TONGUE
1" ROUND STEEL POST W/
BRONZE CENTER, TYP.
ROUND POST BASE
1 15
16"
LAMB'S TONGUE
6
LC501
BRICK STEPS
7"
7"
7
RRM-0201-MI1-73
LC501
BRICK PAVING - PERMEABLE
1 1/2" = 1'-0"
GEOTEXTILE ON
BOTTOM AND SIDES OF
OPEN-GRADED BASE. MIRAFI
RS380i OR APPROVED EQUAL
SOIL SUBGRADE -
ZERO SLOPE
NO. 2 STONE SUBBASE
NO. 57 STONE
OPEN-GRADED BASE
NO. 8 AGGREGATE
BEDDING COURSE
BRICK PAVER
NO. 8 AGGREGATE IN 1/4" JOINT SPACING
4"
2"
6"
3
RRM-0201-MI1-116
BRICK EDGE BAND AT PERMEABLE BRICK
3" = 1'-0"
P.C. CONCRETE FOOTER
1/2" MORTAR
SETTING BED
BRICK EDGE
BAND
#4 REBAR, @ 12" O.C., BOTH WAYS
14
"
8"
3
LC501
BRICK PAVING -
PERMEABLE
1
LC501
BRICK PAVING
RRM-0201-MI1-117
4
2"
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1"
A
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N
BRICK EDGE BAND
MORTAR JOINT
BRICK EDGE BAND CONDITIONS
1 1/2" = 1'-0"
EDGE BAND AT GRANITECRETE
EDGE BAND AT PLANTING
BRICK EDGE BAND
EDGE BAND AT EXISTING CONCRETE
BRICK EDGE BAND
EXISTING CONCRETE
3
LC502
GRANITECRETE PAVING
FLUSH
BRICK PAVING PER PLAN
BRICK PAVING PER PLAN
BRICK PAVING PER PLAN
NOTE: CONCRETE FOOTING DEPTH
BENEATH EDGE BAND VARIES PER
PAVING TYPE.
ROOT BARRIER PROTECTION,
PER PLAN
36
"
D
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5
RRM-0201-MI1-87
3 3/4" X 8" X 2 1/2" BRICK
PAVERS AT STAIRS. CUT
BRICKS AS SHOWN PER
PLAN. SEE SPECS FOR
COLORS.
7
LC501
STAIR HANDRAIL
3 3/4" X 8" X 2 1/2" BRICK PAVER, TYP. CUT TO
FIT RISER HEIGHT PER GRADING PLAN.
3 3/4" X 8" X 2 1/2" BRICK PAVER
NOSING
ENLARGEMENT
3/4" = 1'-0"
BRICK STEPS
PAINTED CONTRASTING STRIPE PER SPECIFICATIONS.CONSTRASTING STRIPE
SHALL BE PARALLEL TO
THE NOSE OF THE STEP
AND EXTEND THE FULL
WIDTH OF THE STEP, ALL
STEPS, TYP.
3"
1'-4"
9"
~5
"
P
E
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A
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PL
A
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#4 REBAR @ 12"
O.C., TYP.
4"
HANDRAIL FOOTING,
WHERE OCCURS.
10"
10
"
1'
-
0
"
6
"
6
"
2
LC501
BRICK EDGE
BAND
CLASS 2 AGGREGATE BASE
@ 95% COMPACTION
3/8" MORTAR, TYP.
1"
MAX.
6 RRM-0201-MI1-71
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CITY SPECIFICATION NO.
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2'-0"
8"
1
LC501
BRICK PAVING
FG
P.C. CONCRETE CURB WALL
1/2" RADIUS, ALL EDGES
6
LC502
DECORATIVE PICKET FENCE
4"
HE
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RETAINING CURB
1 1/2" = 1'-0"
2
LC501
BRICK EDGE
BAND
NOTE:
1.CONCRETE CURB WALL SHALL BE INTEGRAL COLORED,
SMOOTH TROWEL FINISH.
2.INTEGRAL COLOR SHALL BE CITY OF SLO STANDARD;
DAVIS COLORS, ADOBE 61078.
#4 REBAR, @ 12" O.C.
BOTH WAYS
COMPACTED
SUBGRADE @ 90%
RELATIVE COMPACTION
FLUID APPLIED
WATERPROOFING
ALONG BACK OF CURB
1'
-
0
"
8"
RRM-0201-MI1-40
1
DECORATIVE PICKET FENCE
1" = 1'-0"
3'-
4
"
APPROX. 60" O.C.,
POST LOCATIONS PER PLAN
2'
-
8
"
FS
3"
3 3
4" TYP.
FOOTING CONDITION 1
STEEL POST TOP WITH BALL
1" STEEL POST WITH BRONZE CENTER
1/2" STEEL PICKET WITH BRONZE CENTER
ROUND POST BASE
P.C. CONCRETE FOOTING, TYP. ALL POSTS
1'-0" DIA.
36
"
EDGE BAND CONCRETE FOOTER
3"
FOOTING CONDITION 2
1
LC502
RETAINING CURB
(4) #3 W/ #3 TIE
TOP AND BOTTOM
MALLEABLE IRON VALANCE
3/4" SQ. HORIZONTAL STEEL RAIL
2
LC501
BRICK EDGE BAND
HANDRAIL MOULDING WITH
3
8" X 1 1
4" FLAT BAR BENEATH
TERMINAL, CENTER AND
CORNER HANDRAIL PIECE
AT POST TOP
3/4" SQ. HORIZONTAL STEEL RAIL
NOTES:
1.FENCE COMPONENTS ARE A MIX OF BRONZE
AND STEEL. FOR COMPONENTS THAT HAVE
BRONZE ACCENTS MECHANICALLY
ATTACHED, BRONZE SHALL BE SEPARATED
PRIOR TO SHOP PRIMING. REATTACH PRIOR
TO WELDING.
2.PROVIDE CONTINUOUS WELDS ON ALL
COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS
SMOOTH.
3.ALL FENCE COMPONENTS THAT ARE STEEL
ONLY SHALL BE PAINTED BLACK.
4.CONTRACTOR TO PROVIDE SHOP DRAWINGS
SHOWING ALL HANDRAIL COMPONENTS
AND LAYOUT PRIOR TO FABRICATION.
5.ALL FENCE COMPONENTS ARE AVAILABLE
FROM WWW.JULIUSBLUM.COM. SEE
SPECIFICATIONS FOR ITEM NUMBERS.
1/4
HSS 1.5 x 1.5 x 1/4
1" PAD EYE BOLT, WELD
ONTO END POSTS AT
PATIO OPENINGS.
RRM-0201-MI1-82
6
GRANITECRETE PAVING
1 1/2" = 1'-0"
CLASS II PERMEABLE AGGREGATE
BASE COMPACTED TO 88% TO 92%
GRANITECRETE: COMMERICAL 3 BAG MIX
COMPACTED 88%-92%
COMPACTED SUBGRADE @ 95%
RELATIVE COMPACTION
4"
6"
M
I
N
.
4" PERFORATED PIPE,
WHERE OCCURS. SEE
CIVIL PLANS.
2"
M
I
N
.
3
RRM-0201-MI1-26
GRANITE PLANTER CURB
1 1/2" = 1'-0"
1
LC501
BRICK PAVING
PLANTER
AREA
8"
1/2" MORTAR BED
6"2
LC501
BRICK EDGE BAND
8"
1'-2"
GRANITE CURB
#5 x 8" DOWEL @ 24"
O.C., DRILL AND
EPOXY TO CONCRETE
2"
P.C. CONCRETE
FOOTER
ELEVATION
NTS
CONCAVE GROUT JOINT
GRANITE CURB, LENGTHS
MAY VARY.
BUTT JOINT AT CORNERS.
8"
1'
-
0
"
UPLIGHT WHERE
OCCURS. SEE
ELECTRICAL SHEETS.
P.C. CONCRETE
FOOTING AT EACH
LIGHT. 2 LIGHTS PER
TREE, AS SHOWN ON
PLAN. AVOID LARGE
ROOTS.
CONDUIT PER
ELECTRICAL SHEETS
NOTES:
1. GRANITE CURBS FOR THIS INSTALLATION ARE TO
BE HISTORICAL CURBS LOCATED AT THE CITY CORP
YARD. CURBS MAY DIFFER IN HEIGHT, LENGTH AND
WIDTH. CONTRACTOR TO WORK WITH LANDSCAPE
ARCHITECT TO SELECT APPROPRIATE PIECES.
GRIND/CHIP/CUT CURBS AS NEEDED TO FORM A
COHESIVE CURB INSTALLATION.
36" DEPTH ROOT
BARRIER PROTECTION,
PER PLAN.
2
RRM-0201-MI1-85
F.G.
12
"
6"
8" MOW CURB
1 1/2" = 1'-0"
COMPACTED SUBGRADE @ 95%
1/2" RADIUS, TYP.
(1) #4 REBAR, CONT. HORIZ.,
CENTERED IN CURB.
PC CONCRETE WITH INTEGRAL COLOR
AND MEDIUM BROOM FINISH, PERP. TO
DIRECTION OF CURB
NOTES:
A. PROVIDE CONTRACTION JOINT EVERY 10' MAX.
B. PROVIDE EXPANSION JOINT EVERY 20' MAX.
C. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.
D. TOP OF MOW CURB TO BE FLUSH WITH ADJACENT PAVING.
E. INTEGRAL COLOR SHALL BE CITY OF SLO STANDARD; DAVIS COLORS, ADOBE 61078.
FLUSH IN D.G. PAVING
1" IN TURF
2" IN PLANTING AREA
8'
RRM-0201-MI1-61
4
APPROX. 60" O.C.,
POST LOCATIONS PER PLAN
FS
3 1/2", TYP.
1'-0" DIA.
2
LC501
BRICK EDGE BAND
3"
P.C. CONCRETE FOOTING,
TYP. ALL POSTS.
EDGE BAND CONCRETE FOOTER
PLANTER FENCE
1" = 1'-0"
MALLEABLE IRON
VALANCE
POST TOP
WITH BALL
1/2" SQ. STEEL PICKET
3/4" SQ. HORIZONTAL STEEL RAIL
(4) #3 W/ #3 TIE
TOP AND BOTTOM
6
LC502
DECORATIVE PICKET FENCE
3"
ROUND POST BASE
1" O.D. STEEL
POST
FENCE MOULDING
NOTES:
1.FENCE COMPONENTS ARE A MIX OF BRONZE
AND STEEL. FOR COMPONENTS THAT HAVE
BRONZE ACCENTS MECHANICALLY
ATTACHED, BRONZE SHALL BE SEPARATED
PRIOR TO SHOP PRIMING. REATTACH PRIOR TO
WELDING.
2.PROVIDE CONTINUOUS WELDS ON ALL
COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS
SMOOTH.
3.ALL FENCE COMPONENTS THAT ARE STEEL
ONLY SHALL BE PAINTED BLACK.
4.CONTRACTOR TO PROVIDE SHOP DRAWINGS
SHOWING ALL HANDRAIL COMPONENTS AND
LAYOUT PRIOR TO FABRICATION.
5.ALLFENCE COMPONENTS ARE AVAILABLE
FROM WWW.JULIUSBLUM.COM. SEE
SPECIFICATIONS FOR ITEM NUMBERS.
24
"
1/4
HSS 1.5 x 1.5 x 1/4
1'
-
5
"
9"
RRM-0201-MI1-107
5 LC502
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CITY SPECIFICATION NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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FEBRUARY 21, 2024
0256-03-CU20
91439-01
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MARISA PELTIER
LM
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BRONZE PLAQUE
1 1/2" = 1'-0"
8"x12"x1/2" THICK CAST BRONZE
PLAQUE. INSTALL AT BRICK EDGE BAND
PER PLAN. FINAL DESIGN OF PLAQUE
SHALL BE PROVIDED BY OWNER.
3
LC502
GRANITECRETE PAVING
FLUSH
1'-0"
8"
3
LC502
GRANITECRETE PAVING
1
LC501
BRICK PAVING
BRONZE PLAQUE
PLAN
8"
2
LC501
BRICK EDGE BAND
6"
BLIND STUD (4 TOTAL) MOUNT
PLAQUE INTO CONCRETE. EPOXY IN
PLACE.
P.C. CONCRETE FOOTER
3
RRM-0201-MI1-105
CITY STANDARD BENCH, PER PLAN
4"
SURFACE MOUNT PER
MANUFACTURER. TOP OF
FOOTING SHALL BE 4"
BELOW F.S., TYP.
BRICK
PAVERS
BENCH AT BRICK PAVING
3/4" = 1'-0"
4"
CONCRETE
FOOTING. WIDTH
PER FURNISHING.
4" METAL PIPE SPACER, FILL WITH
EPOXY. SPACER TO BE PLACED
UNDER BENCH FOOT SO AS TO
BE CONCEALED FROM VIEW.
INSTALL FOOTING ON COMPACTED
CLASS II AGGREGATE BASE @ 95%
COMPACTION.
30"
17
"
M
I
N
.
19
"
M
A
X
.
NOTE:
1.BENCHES SHALL BE CITY STANDARD, WITH (2) CENTER ARM RESTS.
RRM-0201-MI1-43
1
VA
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36
"
M
A
X
.
NOTES:
A.SUBMIT PHOTOGRAPHS OF BOULDERS
FOR APPROVAL FROM OWNER PRIOR
TO PURCHASING.
B.OWNER SHALL APPROVE FINAL
PLACEMENT IN THE FIELD.
LANDSCAPE BOULDER
3/4" = 1'-0"
SET 1/3 or 33% DEPTH OF BOULDER
BENEATH FINISH GRADE.
SUBGRADE
ADJACENT SURFACE
PER PLANS
BOULDER SIZING:
PROVIDE QUANTITIES OF BOULDERS PER QUANTITIES SHOWN
ON PLANS. BOULDER SIZES ARE LABELED ON PLANS PER THE
SYMBOLS SHOWN BELOW.
SYMBOL SIZE RANGE (H, L & W)
36"A
B
C
48"
60"
SET FACE UP WITH LEAST
AMOUNT OF FISSURES, OR
FAULTS.
NATURAL BOULDER. SEE
SPECIFICATIONS FOR TYPE,
SEE PLANS FOR SIZE AND
LOCATION.
F.G.
RRM-0201-MI1-45
2
BRICK AND CONCRETE WALL
1" = 1'-0"
SLOPE AWAY
FROM BUILDING
PLANTER
AREA
3"
4"
BRICK CAP,
ROWLOCK
1/2" MORTAR BED
6"
18
"
7"
INTEGRAL COLORED P.C.
CONCRETE WALL. SMOOTH
TROWEL FINISH ON ALL
EXPOSED SURFACES.
#4 REBAR @ 12 O.C.,
BOTH WAYS
COMPACTED
SUBGRADE @ 90%
COMPACTION
1
LC501
BRICK PAVING
2
LC501
BRICK EDGE BAND
7
LC501
STAIR HANDRAIL
FLUID APPLIED
WATERPROOFING
6
LC501
BRICK STEPS
A
3"
4"
3"
BRICK CAP,
ROWLOCK
3/8" MORTAR
JOINT
CONCRETE
WALL
ELEVATION A
3"
5
RRM-0201-MI1-111 LC503
TREE PLANTING AT GRANITECRETE
1" = 1'-0"
3
LC502
12
"
8"
2'-4' FROM
EDGE OF
TRUNK
INTEGRAL COLORED
CONCRETE FOOTING AT
EACH LIGHT.
2 LIGHTS PER TREE, AS
SHOWN ON PLAN.
AVOID LARGE ROOTS.
UPLIGHT PER
ELECTRICAL SHEETS
AND SPECIFICATIONS.
FLUSH MOUNT.
CONDUIT PER
ELECTRICAL SHEETS
LARGE BOX TREE PER
PLANTING PLAN
UNCOMPACTED NATIVE SOIL/AMENDMENT
PER PLANTING SPECIFICATIONS
CAREFULLY COMPACT STABILIZED DG
AROUND ROOTS, BEING CAREFUL NOT TO
SEVER OR DAMAGE ROOTS.
NOTE:
1.PROPOSED LARGE BOX SPECIMEN TREES AT GRANITECRETE PATIO
SHALL BE INSTALLED PRIOR TO IRRIGATION PIPE AND ELECTRICAL
CONDUIT. AFTER INSTALLATION OF TREES CONTRACTOR SHALL
CONSULT WITH PROJECT ARBORIST TO CONDUCT AIR SPADE
ROOT EXCAVATION TO IDENTIFY ROOTS TO BE PRESERVED. PIPE
AND CONDUIT SHALL BE HAND TRENCHED AND NO ROOTS OVER
1" IN DIAMETER SHALL BE SEVERED WITHOUT PERMISSION OF THE
PROJECT ARBORIST.
4"
STABILIZED DECOMPOSED GRANITE PER
SPECIFICATIONS. COLOR MATCH TO
GRANITECRETE COLOR. INTERFACE BETWEEN
GRANITECRETE AND STABILIZED DG SHALL
FORM ONE FLUSH CONTINUOUS SURFACE.
CONTRACTOR TO INSTALL DG UNDER
DIRECTION OF PROJECT ARBORIST TO
DETERMINE RADIUS NEEDED FOR EACH TREE.
36" DEEP ROOT BARRIER
ALONG EDGE OF PAVERS
AS SHOWN PER PLAN
TOP OF CONCRETE SHALL
BE FLUSH W/ GRANITECRETE
BRICK
EDGE
BAND
RRM-0201-MI1-108
4
SOIL SEPARATOR FABRIC,
WRAP UP 4" ON ALL SIDES
OF POT AND ADHERE
WITH SILICONE ADHESIVE
POT IRRIGATION
1" = 1'-0"
PVC LATERAL
1
LC501
BRICK PAVING
1/2" SCH. 40 PVC PIPE
2" DIA. PLASTIC DRAIN PIPE. SEAL
CONNECTION TO POT WITH
SILICON SEALANT
3" LAYER OF WASHED
PEA GRAVEL
1/2" FLEX PVC TUBING
(LENGTH AS REQUIRED)
PLANTER POT PER
SPECIFICATIONS. DRILL BOTTOM
TO ACCEPT PVC DRAIN PIPE
1/2" SCH 80 PVC
FEMALE ADAPTER TxT
1/2" SCH 80 PVC ELBOW
PLANTER MIX.
SEE SPECIFICATIONS
IRRIGATION BUBBLER.
SEE IRRIGATION PLANS
6
RRM-0201-MI1-48
BRICK PAVING COLOR TRANSITION
1/2" = 1'-0"
COLO
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2'
2'
BRICK PAVING COLOR 1
FEATHER COLOR TRANSITION BETWEEN EACH BRICK
COLOR APPROXIMATELY 2FT FROM CENTERLINE,
EACH SIDE, TYP. THERE SHALL BE NO CUTTING OF
BRICKS TO ACHIEVE THIS LOOK, USE WHOLE BRICKS
ONLY.
BRICK PAVING COLOR 2
THIS SECTION SHOULD BE 75% COLOR 1
AND 25% COLOR 2.
THIS SECTION SHOULD BE 75% COLOR 2
AND 25% COLOR 1.
7
RRM-0201-MI1-106
3 3
3
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CITY SPECIFICATION NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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FEBRUARY 21, 2024
0256-03-CU20
91439-01
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MARISA PELTIER
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F.S.
ELEVATION
BRICK WALL A
1" = 1'-0"
1
LC501
BRICK PAVING
BRICK BAND PER PLAN, BOTH SIDES OF WALL.
SUB SLAB SHALL BE INTEGRAL TO WALL
FOOTING, TYP. ENTIRE LENGTH OF WALL.
P.C. CONCRETE FOOTING
10"
1'-9"
3/8" MORTAR JOINT, FLUSH
BRICK
COMPACTED SUBGRADE @ 90%
RELATIVE COMPACTION
WALL CAP PLAN
10
"
~1
2
"
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GALVANIZED MASONRY TIES FOR BRICK
SUPPORT, FASTEN TO CONCRETE CORE,
18" O.C., TYP. BOTH SIDES
#4 REBAR, BOTH WAYS @ 12" O.C., TYP.
VA
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3'-0"
RRM-0201-MI1-46
1
BAR COUNTER
1" = 1'-0"
POST BASE
HSS 1.5"x1.5"x1/4" STEEL POST
4"
APPROX. 5' O.C.
2'
1'-3"9"
HSS 1.5"x1.5"x1/4"
STEEL FRAME. MITER
CORNERS AND WELD.
34'-0"
3
LC504
BRICK WALL B
ELEVATION VIEW FROM PATIO
101
2"101
2"CL 42
"
VA
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2'
-
6
"
(
M
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.
)
112"
HSS 1.5"x1.5"x1/4" STEEL CENTER
BAR. WELD TO POSTS AND
FRAME.
3'-0"
ACCESSIBLE
SEATING AREA
1/4" PERFORATED
STEEL TABLE TOP
NOTES:
1.SUBMIT SHOP DRAWINGS INDICATING ALL
WELDS, MATERIALS AND LAYOUT FOR
APPROVAL PRIOR TO FINAL FABRICATION.
2.ALL BAR COMPONENTS TO BE HOT ZIPPED
GALVANIZED AND PAINTED BLACK. GRIND ALL
WELDS AND SHARP EDGES SMOOTH PRIOR TO
GALVANIZING.
4"
2'
-
6
"
1/4" PERFORATED
STEEL TABLE TOP
4"
4"
17"
71
4"
SECTION
16
"
1/4
HSS 2 x 2 x 1/4
1/4
2'-7"
2'-
5
"
42
"
2
RRM-0201-MI1-114
F.S.
GALVANIZED MASONRY TIES FOR BRICK
SUPPORT, FASTEN TO CONCRETE CORE,
18" O.C., TYP. BOTH SIDES
3'-0"
CONCRETE MOW CURB PER PLAN. INTEGRAL
TO FOOTING, MED. BROOM FINISH ON
EXPOSED CURB FACE, CONTRACTION JOINTS
EVERY 10' O.C., ENTIRE LENGTH OF CURB.
P.C. CONCRETE FOOTING
#4 REBAR, BOTH WAYS @ 12" O.C., TYP.
3/8" MORTAR JOINT, FLUSH
BRICK
COMPACTED SUBGRADE @ 90%
RELATIVE COMPACTION
~1
2
"
PE
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PL
A
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10"
1'-9"
BRICK WALL B
1" = 1'-0"
TURF PER PLAN
2
LC504
BAR COUNTER
3
LC502
BRICK EDGE
BAND ATOP
FOOTING, TYP.
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12
"
WATERPROOFING
AT BACK OF
FOOTING
PROVIDE 1" PVC WEEP HOLES @
3' O.C., ENTIRE LENGTH OF WALL.
WEEP HOLE SHALL STOP BEHIND
BRICK, PROVIDE OPENING IN
MORTAR FOR WEEP.
3
RRM-0201-MI1-113 LC504
STONE SEATWALL
1" = 1'-0"
1'-6"
VA
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2
LC501
BRICK EDGE BAND
4" MORTAR BASE
8"
CLASS II COMPACTED BASE
@ 95% COMPACTION
MORTAR AND STONE CHIP. HOLD
BACK FROM EDGE TO MATCH
EXISTING WALLS.
SALVAGED STONE FROM
EXISTING WALLS
NOTE:
1. IT IS THE INTENTION THAT THIS SEATWALL MATCH
THE EXISTING WALLS IN MISSION PLAZA. FINISHED
RESULT SHOULD BE CONSTRUCTED IN A MANNER
TO SEAMLESSLY BLEND IN WITH EXISTING SITE
WALLS.
38"
8
1
RRM-0201-MI1-49
5
STRING LIGHT POST
3/4" = 1'-0"
3" O.D. ACORN POST CAP
HAND HOLE FOR RECEPTACLE WHERE
OCCURS, SEE ELECTRICAL SHEETS.
6
LC504
STRING LIGHT ATTACHMENT
DECORATIVE POST BASE
3
LC502
GRANITECRETE PAVING
1'-0" DIA.
12
'
-
0
"
5'
-
0
"
1'
-
0
"
4" BASE X 3" TOP O.D. X 0.125 THICK
ROUND TAPERED ALUMINUM POST.
BLACK POWDER COAT FINISH.
3/4" x 17" x 3' ANCHOR BOLT PER MFR.
(4) #4 W/ #3 TIE TOP AND
BOTTOM & @ 18" O.C. MAX.
3" CLR.
(3) #3 TIES @ 1 1/2" O.C.
ELECTRICAL
CONDUIT
RRM-0201-MI1-110
4
SS 18" CABLE
SS 316" CABLE CLAMPS SS TURNBUCKLE
SS ELECTRICAL TIE
SS 18" CABLE
STRING LIGHT
STRING LIGHT CABLE
CABLE
THIMBLE
STRING LIGHT ATTACHMENT
1/4" = 1'-0"
SS 1/2"X2" EYE BOLT
SS CABLE THIMBLE
2"
4
LC504
STRING LIGHT POST
NUT
RRM-0201-MI1-53
6
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CITY SPECIFICATION NO.
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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FEBRUARY 21, 2024
0256-03-CU20
91439-01
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MARISA PELTIER
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LC505
MISSION STYLE RAILING
1" = 1'-0"RRM-0201-MI1-83
1
BRICK PAVING TRANSITION PANEL
3" = 1'-0"
BRICK PAVING RUNNING BOND
PATTERN, REUSE EXISTING BRICKS.
1
LC501
BRICK PAVING
EDGE OF IMPROVEMENTS, JOIN FLUSH.
FORM ONE CONTINUOUS PATTERN
BETWEEN EXISTING AND REPLACED
BRICK PAVERS AND EDGE BAND.
DO NOT CUT BRICKS.
EXISTING BRICK PATH
SLOPE PANEL TO MEET
GRADE OF EXISTING PATH
PER GRADING PLAN
2
LC501
BRICK EDGE BAND
2
RRM-0201-MI1-104
3
4" WATER SUPPLY
BALL SHUTOFF VALVE
VALVE BOX
1 1
2" PVC DRAIN LINE
PAVER EXTENSION AND BOLTS
BY MANUFACTURER
35
"
5"
1'
-
6
"
5"
1'-6"
FILTER
4' (W) X 2' (L) CONCRETE
PAD BENEATH PAVERS
4"
PAVING
PER PLAN
34
"
ACCESS
DOOR
PROVIDE P-TRAP WITH WYE
CLEANOUT IN CONCRETE
BOX. "WUNDERCOVER" LID
PER SPECS.
GRAVEL BOTTOM
ACCESSIBLE DRINKING FOUNTAIN
1" = 1'-0"
SP
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3
'
-
5
"
STANDING PERSONS FOUNTAINADA FOUNTAIN
SP
O
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3
4
"
A
B
O
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CBC 11B-602 COMPLIANCE:
11B-602.1: DRINKING FOUNTAIN COMPLIES WITH 11B 307. THIS IS A FRONT APPROACH FOUNTAIN PLACED OUT OF THE
PATH OF TRAVEL IN AN ALCOVE AGAINST A WALL/RAILING. SEE PLAN.
11B-602.2: DRINKING FOUNTAIN HAS A CLEAR FLOOR SPACE AT THE FRONT OF THE FOUNTAIN OF 48IN MIN X 30IN MIN.
SEE PLAN.
11B-602.3: DRINKING FOUNTAIN HAS A MANUALLY OPERATED PUSH BUTTON LOCATED ON THE FRONT OF THE FOUNTAIN.
SEE LOCATION ON SECTION.
11B-602.4: SEE SECTION FOR SPOUT HEIGHT FOR BOTH ADA AND STANDING PERSONS FOUNTAIN.
11B-602.5: SPOUT IS LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT POST AND 5 INCHES MAXIMUM FROM
THE FRONT EDGE OF THE UNIT. SEE PLAN.
11B-602.6: SPOUT PROVIDES A FLOW OF WATER 4 INCHES HIGH MINIMUM. THE ANGLE OF THE WATER STREAM SHALL BE
30 DEGREES MAXIMUM.
11B-602.7: SEE SECTION FOR SPOUT HEIGHT FOR BOTH ADA AND STANDING PERSONS FOUNTAIN.
11B-602.8: DEPTH FROM THE FRONT OF THE FOUNTAIN TO THE BACK OF THE ALCOVE IS 18" DEEP.
11B-602-9: ALCOVE ADDED TO DESIGN. 33" CLEAR PROVIDED ON EACH SIDE OF THE FOUNTAIN, 18" PROVIDED FROM
THE FRONT OF THE FOUNTAIN TO THE BACK OF THE ALCOVE.
OPERABLE
PART, TYP.
27
"
K
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A
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BOTTLE FILLER
SPOUT
FRONT APROACH
HI-LO ADA BOTTLE
FILLER/DRINKING
FOUNTAIN
OPERABLE
PART, TYP
WHEELCHAIR
SPACE
PEDESTRIAN
PROTECTION
ZONE, TYP
18
"
32"
36"
48
"
PE
R
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L
A
N
,
18
"
M
I
N
.
SECTION PLAN
SPOUT
1"
ADA FOUNTAIN STANDING PERSONS FOUNTAIN
1'-6"
33" TO
WALL, BOTH
SIDES
3
RRM-0201-MI1-118
ART KIOSK FOOTING
1 1/2" = 1'-0"
3
LC501
BRICK PAVING -
PERMEABLE
NOTES:
1.INSTALLATION TO BE COMPLETE IN ACCORDANCE
WITH MANUFACTURER SPECIFICATIONS AND
PROJECT SPECIAL PROVISIONS.
ART KIOSK
#4 @ 16" O.C.
P.C. CONCRETE
FOOTING
COMPACTED SUBGRADE
@ 95% RELATIVE
COMPACTION
(6) 1/2" DIA. HILTI HIT-HY 200 V3 W/ 5"
EMBEDMENT PER ICC ESR 4868.
SPECIAL INSPECTION REQUIRED.
2'
-
6
"
1'-6" x 3'-6" LONG
3"
CLEAR,
TYP.
(2) #4 TOP AND BOTTOM
ART KIOSK WIDTH, PER
MANUFACTURER SPECS
4
RRM-0201-MI1-119
3
TRASH RECEPTACLE INSTALLATION
3/4" = 1'-0"
4'
-
1
3
/
4
"
4", TYP.
ALL SIDES
6"
6'-4 1/4"
6"
INTEGRAL COLORED CONCRETE PADINSTALL PAD ON CLASS II AGGREGATE
BASE @ 95% COMPACTION
7'-0"
MOUNTING BRACKET PER
MANUFACTURER. EMBED STUDS
INTO PAD PER MANUFACTURERS
RECOMMENDATIONS.
1
LC501
BRICK PAVING
5
RRM-0201-MI1-120
3
3
MI
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05.14.2024
SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL
HUNTER PROS-06-PRS30 04H 180 30 0.4 4'
HUNTER PROS-06-PRS30 04Q 90 30 0.2 4'
HUNTER MP CORNER PROS-12-PRS40-CV T ADJ 40 14'
HUNTER MP STRIP PROS-12-PRS40-CV RST RCS 40 0.22 5'x15'
HUNTER MP1000 PROS-12-PRS40-CV L 210-270 40 14'
HUNTER MP1000 PROS-12-PRS40-CV M 90-210 40 14'
HUNTER MP2000 PROS-12-PRS40-CV K 90-210 40 19'
HUNTER PCB 50 360 30 0.5 3'
RAIN BIRD 1806-5 SERIES STREAM 5H-B 180 30 1 5'
RAIN BIRD 1806-5 SERIES STREAM 5Q-B 90 30 0.5 5'
RAIN BIRD RWS-M-B-C 1402 360 40 0.5 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL
HUNTER PGJ-06 .75
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 0.64 15'
HUNTER PGJ-06 1.5
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 1.3 21'
HUNTER PGJ-06 2.0
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 1.7 24'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PEB
1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION.
RAIN BIRD 44-LRC
1IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LANDSCAPE PRODUCTS INC. BGV
1/2", 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2", 3", 4" BRASS GATE
VALVE. THREADED BONNET, NON-RISING STEM, PRESSURE
RATED TO 200 PSI. SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3200 1"
NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION AND NO MINIMUM FLOW
FEATURE, WHICH ENSURES RELIABLE OPENING AND CLOSING
OF THE VALVE IN EXTREME HIGH OR LOW FLOW SCENARIOS.
AVAILABLE IN 3/4IN.,1IN.1-1/2IN.,2IN.,2-1/2IN. AND 3IN..
FEBCO 825Y 2"
REDUCED PRESSURE BACKFLOW PREVENTER
CALSENSE WALL MOUNT CONTROLLER
EXISTING CALSENSE CONTROLLER TO BE RELOCATED AND
REUSED.
FLOW SENSOR
RAINMASTER BRASS/IMPELLER/PLASTIC FLOW SENSOR, CITY
OF SLO SPEC
BACKFLOW ENCLOSURE
LOCKABLE ENCLOSURE, PER CITY SPEC
POINT OF CONNECTION 2"
EXISTING 2" MAINLINE
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE SIZE SHALL BE 2X THE PIPE DIAMETER. EXTEND 18"
BEYOND EDGE OF PAVING. PROVIDE SEPARATE SLEEVES FOR
ALL CONTROL WIRES.
4
4
.75
1.5
2.0
M
BF
C
ENCL
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
8650/LI501
8550/LI502
8650/LI501
8650/LI501
8650/LI501
8650/LI501
8650/LI501
8650/LI501
8650/LI501
8620/LI501
8550/LI502
8630/LI501
8560/LI501
8560/LI501
8610/LI501
8610/LI501
8610/LI501
8520/LI501
8640/LI501
8650/LI501
8650/LI501
8670/LI501
8670/LI501
1/LI502
6/LC503
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MONTEREY ST.
BR
O
A
D
S
T
.
MISSION
SAN LUIS OBISPO
DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT O
F
W
O
R
K
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
WV
WV
WV
WV
WL
WL
UTL
W
W W W W
W W W W
W
W
W W W W W
C
BF
ENCL
M
2.0
2.0
2.0
2.0
2.0
APPROXIMATE
LOCATION OF (E)
MAINLINE, VERIFY
LOCATION IN FIELD
REMOVE (E) HEAD AND
ABANDON UNDERGROUND
PIPES IN PLACE, TYP.
34"
85
1"
95.2
1"
APPROX. LOCATION
OF (E) MAINLINE,
ABANDON IN PLACE
3 4"
3 4"
34"
34"34"
2"
INSTALL 2" PVC CONDUIT
AND PULL ALL (E) VALVE
WIRES TO NEW
CONTROLLER LOCATION.
INSTALL WUNDERCOVERS
VALVE BOX
2"
4
44
4
4 4
4 4
4 4
4 4
POINT OF CONNECTION(POC):
TIE INTO (E) MAINLINE
(APPROX. LOCATION, VERIFY IN FIELD)
METER: EXISTING 2" METER (DEDICATED
IRRIGATION) LOCATED EAST IN CENTER
OF PLAZA
AVAILABLE PRESSURE: 60-75PSI
2.0
1.5
1.5
1.5
2.0 .75 .75
.75
.75
3.21
1"
22
1"
53
1"34
1"
59.1
1"
69.86
1"
3 4"
34"
1"34"1"
3 4"
34"
3 4"
3 4"
34"
3 4"
34"
34"
34"
1"
1"
34"
34"
34"
CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION TO (E)
PLANTS AND TREES DURING CONSTRUCTION, TYP. ALL AREAS
AFFECTED OUTSIDE OF LIMIT OF WORK.
CONTRACTOR TO SUBMIT PLAN FOR HOW TEMPORARY
IRRIGATION WILL BE PROVIDED DURING CONSTRUCTION
OF THE PROJECT. PLAN NEEDS TO INCLUDE ELECTRICAL
REQUIREMENTS FOR TEMPORARY IRRIGATION
CONTROLLER. TEMPORARY IRRIGATION CONTROLLER
NEEDS TO BE PROTECTED FROM RAIN AND VANDALISM,
AND ACCESSIBLE TO PARKS MAINTENANCE STAFF
THROUGHOUT THE PROJECT.
(E) LAWN AREA.
REPLACEMENT HEADS
AND VALVES SHOWN
3 4"
34"
3 4"
3 4"34"
2"
REPLACE (E) HEAD AND
CAP LINE OUTSIDE OF
NEW TURF BOUNDARY
REMOVE (E) HEAD, TYP.TREE PROTECTION ZONE (TPZ), TYP.
MINIMIZE DISTURBANCE AS FEASIBLE
WITHIN TPZ. SEE SHEET TP101 FOR
ADDITIONAL TREE PROTECTION
MEASURES
LOCATIONS OF
LATERAL IRRIGATION
LINES ARE
DIAGRAMMATIC.
INSTALL IN PLANTERS
AND BELOW
PROPOSED PATIO
34"
34"
PROVIDE FIVE (5) DEDICATED FLOOD
BUBBLERS AT 10' O.C. FOR "MOON
TREE" SUPPLEMENTAL IRRIGATION IN
CONVERTED TURF AREA
3 4"
34"3 4"
34"
34"
71.5
1"
3 4"
NEW IRRIGATION CONTROLLER
LOCATED IN NEW RESTROOM
BUILDING.
ELECTRICAL CONTRACTOR TO
PROVIDE 120V CONNECTION.
LOCATE TEMPORARY IRRIGATION
CONTROLLER. WALL MOUNT AT
BACKBOARD PER ELECTRICAL
PLAN SHEET ES-101 NOTE #3.
ELECTRICAL CONTRACTOR TO
PROVIDE 120V CONNECTION
AND 2" PVC CONDUIT TO
WUNDERCOVER VALVEBOX
BELOW TEMP. BACKBOARD.
EXTEND 2" PVC SCH. 40 CONDUIT FROM WUNDERCOVER
VALVE BOX BELOW TEMP. BACKBOARD AND PULL ALL
EX. WIRING AT TEMP. LOCATION TO NEW CONTROLLER
LOCATION.
NOTE: PRIOR TO DEMOLITION OF RESTROOM
BUILDING. CONTRACTOR TO FIELD LOCATE ALL
EXISTING VALVE WIRING, INTERCEPT AND EXTEND
NEW WIRING TO TEMPORARY IRRIGATION
CONTROLLER AT BACKBOARD CONTRACTOR TO
PROVIDE MEANS AND METHOD FOR LANDSCAPE
ARCHITECT AND CITY TO REVIEW AND APPROVE
PRIOR INSTALLTION.
34"
Generated:2023-05-10 15:31
P.O.C. NUMBER: 01
Water Source Information:EXISTING 2" MAINLINE
FLOW AVAILABLE
Point of Connection Size:2"
Flow Available 77.18 GPM
PRESSURE AVAILABLE
Static Pressure at POC:75 PSI
Pressure Available:75 PSI
DESIGN ANALYSIS
Maximum Multi-valve Flow:40 GPM
Flow Available at POC:77.18 GPM
Residual Flow Available:37.18 GPM
Critical Station:6
Design Pressure:45 PSI
Friction Loss:0.45 PSI
Fittings Loss:0.04 PSI
Elevation Loss:0 PSI
Loss through Valve:1.7 PSI
Pressure Req. at Critical Station:47.2 PSI
Loss for Fittings:0.17 PSI
Loss for Main Line:1.72 PSI
Loss for POC to Valve Elevation:0 PSI
Loss for Backflow:11.9 PSI
Loss for Master Valve:10 PSI
Critical Station Pressure at POC:70.9 PSI
Pressure Available:75 PSI
Residual Pressure Available:4.05 PSI
CRITICAL ANALYSIS
CITY SPECIFICATION NO.
DATE:
PR
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
0
%
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0 feet20
1"=10'-0"
10 30
JM
MARISA PELTIER
MP
MP
IR
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IRRIGATION SCHEDULE
LI101
3
MI
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05.14.2024
MONTEREY ST.
BR
O
A
D
S
T
.
MISSION
SAN LUIS OBISPO
DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT O
F
W
O
R
K
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
NOTE: PRIOR TO DEMOLITION OF RESTROOM
BUILDING. CONTRACTOR TO FIELD LOCATE ALL
EXISTING VALVE WIRING, INTERCEPT AND EXTEND
NEW WIRING TO TEMPORARY IRRIGATION
CONTROLLER AT BACKBOARD CONTRACTOR TO
PROVIDE MEANS AND METHOD FOR LANDSCAPE
ARCHITECT AND CITY TO REVIEW AND APPROVE
PRIOR INSTALLTION.
CITY SPECIFICATION NO.
DATE:
PR
O
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
0
%
C
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0 feet20
1"=10'-0"
10 30
JM
MARISA PELTIER
MP
MP
HY
D
R
O
Z
O
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P
L
A
N
HYDROZONE SCHEDULE
LI201
LOW - SHRUBS AND TREES 817 SQ FT
WATER USE CALCULATIONS
MODERATE - SHRUBS AND TREES 543 SQ FT
HIGH - TURF 2,507 SQ FT
VERY LOW - SHRUBS AND TREES 144 SQ FT
7
8
7
7
9
45
5
5
6
5
3
33
31
1
2 2 3
HYDROZONE NUMBER, TYP.
TREE PROTECTION ZONE (TPZ), TYP. MINIMIZE
DISTURBANCE AS FEASIBLE WITHIN TPZ. SEE SHEET TP101
FOR ADDITIONAL TREE PROTECTION MEASURES.
0,
6
6
,
O
1
3
/
$
=
$
(1
+
$
1
&
(
0
(
1
7
6
05.14.2024
CITY SPECIFICATION NO.
DATE:
PR
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
0
%
C
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7.12.23
JM
MARISA PELTIER
MP
MP
IR
R
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LI501
ENGRAVE "QC" ON LID.
ENGRAVE "IO" ON LID.ENGRAVE VALVE
STATION NUMBER
ON LID.
MI
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=
A
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+
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05.14.2024
CITY SPECIFICATION NO.
DATE:
PR
O
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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&
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I
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AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
10
0
%
C
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7.12.23
JM
MARISA PELTIER
MP
MP
IR
R
I
G
A
T
I
O
N
D
E
T
A
I
L
S
,
N
O
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S
,
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
LI502
ENGRAVE "MV"
AND "FS" ON LID.
1.CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. TWICE(2X) THE SIZE OF PIPE
ENCLOSED. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING
2.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF
INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C.
VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.
3.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED
BY THE IRRIGATION CONTRACTOR.
4.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.
5.CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR
EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO
INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED
ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.
6.CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING
WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE
PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.
7.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE
FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT
NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT
PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO
EXPENSE TO THE OWNER.
8.CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.
9.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS
WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.
11.ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS
OPERATION DURING AND FOLLOWING ALL CONTRACT WORK.
12.LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO DEMOLITION OR
PROTECTION OF EXISTING MAINLINE AND CONTROLLER WIRE FOR FUTURE USE.
13.IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT IN NEW CONSTRUCTION AREA, LANDSCAPE
CONTRACTOR SHALL SUPPLY ALL NEW MAINLINE AND CONTROL WIRE TO NEW REMOTE CONTROL VALVE AS
DESIGNED PER THIS PLAN, TYPICAL.
14.ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES NECESSARY FOR RETROFITS SHALL BE LOCATED IN
PLANTING AREAS 18" MIN. AWAY FROM ADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDING
ENTRIES.
15.CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION
SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND
LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL.
16.CITY IRRIGATION CONTROLLER WIRES SHALL ALL BE LOCATED WITHIN ELECTRICAL CONDUIT AND NOT DIRECT
BURIED, TYPICAL.
IRRIGATION NOTES
IRRIGATION SPECIFICATIONS
REFER TO DIVISION III OF THE CURRENT CITY OF SAN LUIS
OBISPO STANDARD SPECIFICATIONS & ENGINEERING
STANDARDS.
PLAN
FG
NATIVE SOIL
SCH. 80 PVC TEE
LATERAL LINE, SIZE PER PLAN
SCH 80 PVC TEE
TREE BACKFILL, SEE PLANTING DETAILS
3/4" WASHED CRUSHED AGGREGATE BASE
BUBBLER NOZZLE (ABOVE ROCK) ON RISER,
SEE IRRIGATION LEGEND
DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. PROVIDE
FILTER FABRIC SLEEVE PER MANUFACTURER.
ROOTBALL
TREE TRUNK
6"
SECTION
LATERAL LINE, SIZE PER PLAN
MARLEX TxT STREET ELL
DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. WRAP
NYLON MESH TUBE W/ FILTER FABRIC
NOTES :
A.USE PIPE TEFLON TAPE ON ALL
PIPE THREADS. TIGHTEN THREADS
UNTIL MODERATELY SNUG (DO
NOT OVERTIGHTEN).
B.LOCATE TREE BUBBLER ON
ROOT BALL SIDE OF ROOT
CONTROL BARRIERS.
C.WHERE POSSIBLE, LOCATE TREE
BUBBLER AWAY FROM
ADJACENT HARDSCAPE AREAS
TO DISCOURAGE ROOT
GROWTH UNDER PAVING.
DEEP ROOT TREE BUBBLER
3/4" = 1'-0"
MARLEX TxT STREET ELL
RRM-0201-MI1-59
1
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05.14.2024
TREES QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
1 ALOE 'HERCULES'TREE ALOE 24"BOX LOW
2 CERCIS CANADENSIS 'FOREST PANSY'FOREST PANSY EASTERN REDBUD 48"BOX MODERATE
1 JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 60"BOX MODERATE
4 OLEA EUROPAEA 'SWAN HILL' TM MULTI-TRUNKED SWAN HILL OLIVE 96"BOX LOW
SHRUBS QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
5 ACACIA COGNATA 'COUSIN ITT'COUSIN ITT LITTLE RIVER WATTLE 5 GAL LOW
3 AGAVE OVATIFOLIA WHALE'S TONGUE AGAVE 5 GAL LOW
9 ANIGOZANTHOS 'BIG RED'RED KANGAROO PAW 5 GAL LOW
3 BOUGAINVILLEA X 'BARBARA KARST'BARBARA KARST BOUGAINVILLEA 15GA STAKED LOW
4 BOUGAINVILLEA X 'LA JOLLA'LA JOLLA BOUGAINVILLEA 5 GAL LOW
9 BOUGAINVILLEA X 'ROSENKA'ROSENKA BOUGAINVILLEA 5 GAL LOW
5 HESPERALOE PARVIFLORA 'PERPA' TM BRAKELIGHTS RED YUCCA 5 GAL LOW
26 LOBELIA LAXIFLORA ANGUSTIFOLIA MEXICAN LOBELIA 5 GAL LOW
3 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY'VARIEGATED RUSH 5 GAL LOW
4 MAHONIA REPENS CREEPING MAHONIA 5 GAL LOW
17 OLEA EUROPAEA 'MONTRA' TM LITTLE OLLIE OLIVE 15 GAL LOW
7 ROSA FLORIBUNDA 'ICEBERG'ICEBERG ROSE 5 GAL MODERATE
GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
759 SF LOLIUM PERENNE PERENNIAL RYEGRASS SOD HIGH
PLANT SCHEDULE
PLANTING NOTES
1.THE CITY RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE
PLANTING LAYOUT AS WORK PROGRESSES.
2.CONTRACTOR SHALL INSTALL A 3" THICK LAYER OF MULCH IN ALL PLANTER AREAS PER
SPECIFICATIONS.
3.ALL TREES MUST BE APPROVED AND TAGGED AT NURSERY BY ENGINEER.
MONTEREY ST.
BR
O
A
D
S
T
.
MISSION
SAN LUIS OBISPO
DE TOLOSA
MURRAY
ADOBE
ROW
APPRO
X
I
M
A
T
E
L
I
M
I
T
O
F
W
O
R
K
APPROXIMATE LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
WM
BF
E E
E
E
E
E
E
E
REPAIR IN-KIND ANY
TURF DAMAGED BY
CONSTRUCTION
RELOCATED
OLIVE TREE
EXISTING TREE, TYP.
LANDSCAPE BOULDERS,
TYP. SEE LC101.
ROOT BARRIER
PROTECTION
REPAIR IN-KIND ANY
TURF DAMAGED BY
CONSTRUCTION
CITY SPECIFICATION NO.
DATE:
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FEBRUARY 21, 2024
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7.12.23
0 feet20
1"=10'-0"
10 30
MP
MARISA PELTIER
MP
MP
PL
A
N
T
I
N
G
P
L
A
N
PLANTING SCHEDULE
LP101
0,
6
6
,
O
1
3
/
$
=
$
(1
+
$
1
&
(
0
(
1
7
6
05.14.2024
CITY SPECIFICATION NO.
DATE:
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FEBRUARY 21, 2024
0256-03-CU20
91439-01
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7.12.23
MP
MARISA PELTIER
MP
MP
1 CITY STANDARD TREE PLANTING AND STAKING
NTS
2 CITY STANDARD SHRUB PLANTING
NTS
PL
A
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LP501
MI
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05.14.2024
CITY SPECIFICATION NO.
DATE:
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-101
SH
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,
A
B
B
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V
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I
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N
S
,
&
S
Y
M
B
O
L
S
DETAIL REFERENCE BUBBLE WITH LEADER
DRAG STRUT CONNECTION
MOMENT CONNECTION
WIDE FLANGE STEEL COLUMN
NUMBER OF EVENLY SPACED
STEEL HSS TUBE COLUMN
WELDED WIRE FABRIC
ELEVATION OF WALL OR FRAME
SLOPED SURFACE
INDICATES SAND OR GROUT
INDICATES GRAVEL
EARTH LAYER
NORTH ARROW
SLOPE
FULL HEIGHT SECTION INDICATOR
DETAIL REFERENCE BUBBLE
BEAM CAMBER AT MID-SPAN
SPECIAL STUD SPACING SEE TYPICAL
DOUBLE ANGLE BRACE
STEEL IN CROSS SECTION
FULL HEIGHT STIFFENER CONNECTION
STEPPED FOOTING
TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATION
MEMBER SPLICE
STEEL HSS OR PIPE COLUMN
(WWF LAYER)
STEPPED SURFACE; FLOOR DEPRESSION
ANGLE BRACE
SHEAR STUDS
STEEL DETAILS
-
S-
BOT OF
EL = (-X'-X")
BOTTOM STEPPED FOOTING
WOOD POST
X
XX'-X"
INDICATES HEADER @ OPENING PER HEADER SCHEDULE
INDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)
INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXX
INDICATES BEARING WALL
SHADED AREA INDICATES CALIFORNIA FRAMING
SHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVE
INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXX
INDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT
INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE
INDICATES BEARING CMU WALL BELOW
INDICATES BEARING CMU WALL ABOVE
INDICATES NON-BEARING CMU WALL BELOW
INDICATES NON-BEARING CMU WALL ABOVE
INDICATES EXISTING BEARING CMU WALL
INDICATES BEARING CONCRETE WALL BELOW
INDICATES EXISTING NON-BEARING CMU WALL
INDICATES NON-BEARING CONCRETE WALL BELOW
INDICATES BEARING CONCRETE WALL ABOVE
INDICATES NON-BEARING CONCRETE WALL ABOVE
INDICATES EXISTING NON-BEARING CONCRETE WALL
INDICATES BEARING WOOD WALL BELOW
INDICATES BEARING WOOD WALL ABOVE
INDICATES PLYWOOD SIDE FOR SHEARWALL
INDICATES NON-BEARING WOOD WALL BELOW
INDICATES NON-BEARING WOOD WALL ABOVE
INDICATES EXISTING BEARING WOOD WALL
INDICATES EXISTING NON-BEARING WOOD WALL
INDICATES EXISTING BEARING CONCRETE WALL
KSI
FOOTING
HEIGHT
INCLUDE
INFORMATION
INCL
INFO
JST
INSP
INT
JOINT
JOIST
KIPS
ID
I-JST
IN
IF
HT
INCH
GRADE BEAM
HORIZONTAL
GROUND
HIGH POINT
H or HORIZ
HP
GB
GRND
FACE OF MASONARY
FOOT; FEET
FOM
FJ
ELEVATOR
EDGE NAIL
EMBEDMENT
EXISTING
EXTERIOR
EACH WAY
EQUAL OR EQUIVALENT
EXIST or (E)
FDN
EW
ELEV
ES
EQUIP
EQ
STRUCTURAL STEEL SHAPES
WT, ST, MT
MC
AMERICAN STD CHANNEL SHAPE
MISC CHANNEL SHAPE
THRU
THK
T & G
T & B
TOC
TO
TB
STRUCT
STIFF
STL
SW
THREADED
TEMPERATURE; TEMPORARY
STIFFENERS
STEEL
STANDARD
AMERICAN WOOD PRESERVERS ASSOCIATION
CONSTRUCTION JOINT; CONTROL JOINT
COMPLETE JOINT PENETRATION WELD
DIAPHRAGM
DRAWING
DIAMETER
DOWEL
EACH FACE
ELEVATION
EF
EL
DWL
EACH
DIM
DIAG
CONTRACTOR
CONSTRUCTION
CUBIC FOOT
PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECT
CONCRETE
DBL
CU FT
d
DETAIL
CONSTR
CONTR
CJP
CONT
CONN
CONC
BEARING
CENTER OF GRAVITY
CENTER TO CENTER
CANTILEVER
CAMBER
COMPRESSION
COLUMN
CONCRETE MASONRY UNIT
CLR
COMP
CMU
CJ
CL
BTWN
BLOCKING
BN
BM
BLOCK
BLDG
ASTM
AITC
SPECS
SN
SPCG
SHTG
SEP
PSI
PVMT
#
PSL
SHEATHING
SHEET
SECTION
PARTIAL JOINT PENETRATION WELD
REINFORCE; REINFORCING
PARALLEL STRAND LUMBER
PAVEMENT
REFERENCE
REQUIRED
PLATE WASHER
PREFABRICATED
PLYWOOD
ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR
PONDS PER LINEAL FOOT
PROPERTY LINE
PERPENDICULAR
ADDL
APPROXIMATE
ARCHITECTURAL; ARCHITECT
ADJACENT
ARCH
APA
AESS
ALUM
ALT
ADJ
ANCHOR BOLT
AMERICAN CONCRETE INSTITUTE
AB
LINEAL FOOT
POUND(S)
LOW POINT
LEVEL OR LAMINATED VENEER LUMBER
MACHINE BOLT
MASONRY
MATERIAL
LINEAL; LINEAR
LONG SLOTTED HOLES
LONG LEG VERTICAL
LF
LT WT
MAS
MAX
MATL
LVL
LLV
LLH
AMERICAN PLYWOOD ASSOCIATION)
KIPS PER SQUARE INCH
FTG
HORIZONTALLY SLOTTED HOLESHSH
INSIDE DIAMETER
INSIDE FACE
I-JOIST
INSPECTION
INTERIOR
JT
K
GALVANIZED
HANGER
GLUED LAMINATED BEAM
HGR
GR
GLB
GALV
GA
GRADE
GAUGE
FACE OF CONCRETE
FIELD NAIL
FLANGE
FLOOR JOIST
FRAMING
FACE OF WALL
FACE OF STUD
FT
FRMG
FOW
FOS
FN
FOC
FLG
FLR
FIN
FLOOR
FINISH
ENGINEER
EACH SIDE
EQUIPMENT
FOUNDATION
EXT
ENGR
EN
EMBED
TYPICALTYP
PIPE-X
PIPE-XX
HSS
C
PIPE
L
W
WWF
WD
WP
W/O
W/
UNO
VSH
VERT
UT
DBL EXTRA STRONG PIPE SHAPE
EXTRA STRONG PIPE SHAPE
HOLLOW STRUCTURAL SECTION
STANDARD PIPE SHAPE
STRUCT TEE SHAPE
ANGLE SHAPE
W SHAPE
WELDED WIRE FABRIC
WORK POINT; WATERPROOF
WOOD
WITHOUT
WITH
VERTICAL SLOTTED HOLES
ULTRA-SONIC TEST
UNLESS NOTED OTHERWISE
VERTICAL
TOP or T
THR
TOW
TOS
TOF
TEMP
STIRR
SYM
SS
SSL
STGR
STD
SQ
TOP OF STEEL/TOP OF SLAB
TOP OF CURB; TOP OF CONCRETE
THICKNESS/THICK
THROUGH
TOP OF WALL
TOP
TOP OF FOOTING
TONGUE & GROOVE
TOP AND BOTTOM
TOP OF
TIE BEAM
SYMMETRICAL
SHEAR WALL
STRUCTURAL
STIRRUP
SHORT SLOTTED HOLES
STAINLESS STEEL
STAGGER
SQUARE
AWPA
AMERICAN SOCIETY FOR TESTING MATERIALS
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
DOUGLAS FIR/LARCHDF
DIMENSION
DIAGONAL
ELECTRICAL
EXPANSION JOINT
DWG
ELEC
EJ
EA
DIAPH
DN DOWN
CENTER
DEPARTMENT
DOUBLE
COUNTERSINK; COUNTERSUNK
CONTINUE; CONTINUOUS
CTR
DEPT
DET
CTSK
BETWEEN
CLEARANCE; CLEAR
CENTER LINE
CAST-IN-PLACE
COL
CIP
BRG
CAM OR C
CANT
CG
CC
BUILDING
BOUNDARY NAIL
BOTTOM
AMERICAN WELDING SOCIETY
BLK
BOT OR B
BRC
BLKG
BRACE
BEAM
AWS
SOG
SIM
SCHED
RF
Ø
SHT
SECT
REINF
REF
REQD
PREFAB
PLY
PT
PW
PSF
PJP
PROP
SPECIFICATIONS
SLAB ON GRADE
SHEAR NAIL
SPACING
SIMILAR
ROUND; DIAMETER
ROOF
SEPARATION
SCHEDULE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POUND; NUMBER
PRESSURE TREATED
PROPERTY
MECHANICAL
NEW
NORTH
ON CENTER
NOT TO SCALE
NUMBER
OPENING
OPPOSITE
OUTSIDE FACE
ORIENTED STRAND BOARD
OPPOSITE HAND
MINIMUM; MINUTE
OUTSIDE DIAMETER
MISCELLANEOUS
MANUFACTURER
PARA OR //
PLF
PL
PLCS
P OR PL.
PERP
OPNG
OSB
ORIG
OH
OF
NTS
MECH
MISC
N
PLYWOOD INDEX
PRECAST; PIECE
PLATE
PLACES
PARALLEL
ARCHITECTURAL EXPOSED STRUCTURAL STEEL
AMERICAN NATIONAL STANDARDS INSTITUTE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ADDITIONAL
ANCHOR
ALTERNATE
ALUMINUM
APPROVED
ENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCH
APPROX
APPVD
ANSI
AISC
ACI
LIGHTWEIGHT
MAXIMUM
LONG LEG HORIZONTAL
MB
LP
LSH
LIN
LB(S) OR #
DIA OR Ø
LAMINATED STRAND LUMBERLSL
ABOVE AND BELOWA & B
RR ROOF RAFTER
POST ABOVEPA
FLOOR TIE ABOVEFTA
KING POSTKP
WO WHERE OCCURS
ABOVEABV
KING STUDKS
TS TRIMMER STUD
INDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1
SHEET INDEXWALL TYPESSYMBOLS
ABBREVIATIONS
S-101 SHEET INDEX, ABBREVIATIONS, & SYMBOLS
S-102 GENERAL NOTES
S-103 GENERAL NOTES
S-104 GENERAL NOTES
S-105 SPECIAL INSPECTIONS & TESTS
S-201 RESTROOM FOUNDATION & ROOF FRAMING PLAN
S-211 KIOSK FOUNDATION & ROOF FRAMING PLAN
S-221 CMU ELEVATIONS
S-301 TYPICAL CONCRETE DETAILS
S-302 TYPICAL CONCRETE DETAILS
S-303 FPOUNDATION DETAILS
S-401 TYPICAL MASONRY DETAILS
S-402 TYPICAL MASONRY DETAILS
S-403 TYPICAL MASONRY DETAILS
S-404 TYPICAL STEEL DETAILS
S-405 TYPICAL STEEL DETAILS
S-406 TYPICAL STEEL DETAILS
S-407 TYPICAL STEEL DETAILS
S-411 STEEL DETAILS
S-412 STEEL DETAILS
DO DO OVER HEADERHDR
F1
X
MI
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CITY SPECIFICATION NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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02/21/2024
0256-03-CU20
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1.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:
A.2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND
LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.
B.ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,
INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).
C.CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.
2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO
THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE
CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR
ARCHITECT.
3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL
BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED
FROM THE DRAWINGS.
5.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A.SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED
B.SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS
NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C.SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,
SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC
D.SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN
E.FLOOR AND ROOF FINISHES
F.MISCELLANEOUS DRAINAGE AND WATERPROOFING
G.ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL
H.DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS
6.SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A.PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,
EXCEPT AS SHOWN OR NOTED.
B.ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C.CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
D.SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR
MOTOR MOUNTS.
7.SEE CIVIL DRAWINGS FOR THE FOLLOWING:
A.HEIGHT AND/OR ELEVATION OF:
a.FINISHED SURFACE
b.TOP OF WALL
c.TOP OF GRADE
d.FINISHED GRADE
e.SLOPE
B.SITE CONCRETE WALKWAYS, CURBS & PAVING
8.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO
NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT
NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE
CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,
INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING
STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF
CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION
SAFETY.
9.BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE /
CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.
BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR
CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.
10.THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR
SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,
SHORTENING, ETC..
11.OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,
UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN
DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL
DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
12.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE
OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
13.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED
EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH
STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED
IMMEDIATELY.
14.CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT
EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE
SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
15.CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR
POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING
16.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO
WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
17.EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
FABRICATION.
GENERAL
1.FLOOR LIVE LOADS: (2019 CBC SECTION 1603.1.1)
2.ROOF LIVE LOADS (2019 CBC SECTION 1603.1.2)
3.ROOF SNOW LOADS (2019 CBC SECTION 1603.1.3):
4.WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :
5.EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):
6.GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
7.FLOOD DESIGN DATA: (2019 CBC SECTION 1603.1.7)
THIS PROJECT IS NOT IN A FLOOD PLAIN
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY II 2019 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2
MAPPED SPECTRAL RESPONSE ACCELERATIONS:
S S = 1.059g
2019 CBC 1613.2.1
S 1 = 0.39g
SITE CLASS D 2019 CBC 1613.2.2
SPECTRAL RESPONSE COEFFICIENTS:
S DS = 0.847g
2019 CBC 1613.2.4
S D1 =
COMPONENTS & CLADDING WIND PRESSURES (PSF)
LOCATION
COMPONENT TRIBUTARY AREA (SQ FT)
10 100 500
ROOF
ZONE 1 -1.8 -0.8 -0.8
ZONE 2e -1.8 -0.8 -0.8
ZONE 2n -2.0 -1.2 -1.0
ZONE 2r -1.8 -0.8 -0.8
ZONE 3e -2.5 -1.5 -1.0
ZONE 3r -2.0 -1.2 -1.0
ALL ZONES 0.9 0.5 0.5
OVERHANG
ZONE 1 -2.6 -1.6 -1.6
ZONE 2e -2.6 -1.6 -1.6
ZONE 2n -2.8 -2.0 -1.8
ZONE 2r -2.6 -1.6 -1.6
ZONE 3e -3.3 -2.3 -1.8
ZONE 3r -2.8 -2.0 -1.8
WALL
ZONE 4 -24.9 -21.6 -19.0
ZONE 5 -30.7 -23.9 -19.0
POSITIVE 22.9 19.0 17.1
BUILDING PARAMETERS
PARAMETER VALUE REFERENCE
SEISMIC DESIGN CATEGORY SDC = D 2019 CBC 1613.2.5
BASIC SEISMIC FORCE RESISTING SYSTEM
SPECIAL REINFORCED MASONRY
SHEAR WALLS
RESTROOM KIOSK
ASCE 7-16 TABLE
12.2-1RESPONSE MODIFICATION FACTOR R = 2 1.25
SYSTEM OVERSTRENGTH FACTOR Ωo = 2 12 1.25
DEFLECTION AMPLIFICATION FACTOR Cd = 1 3 4 1.25
DESIGN BASE SHEAR V = 20.8k 4.62k ASCE 7-16 12.8.1
SEISMIC RESPONSE COEFFICIENTS Cs = 0.380 0.608 ASCE 7-16 12.8.1.1
ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE
PROCEDURE ASCE 7-16 12.8
FLOOR LIVE LOADS
OCCUPANCY OR USE UNIFORM
(PSF)
CONC.
(LBS)REFERENCE
TOILET ROOMS 60 ___ASCE 7-16 TABLE
C4.3-1
ROOF LIVE LOADS
OCCUPANCY OR USE UNIFORM
(PSF)
CONC.
(LBS)REFERENCE
ROOF
ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT
ARE NOT OCCUPIABLE)
20 ___2019 CBC TABLE
1607.1
SNOW DESIGN DATA
PARAMETER VALUE REFERENCE
GROUND SNOW LOAD Pg = 0 PSF ASCE 7-16 7.2
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 90 MPH 2019 CBC FIG. 1609.3
NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 70 MPH 2019 CBC 1609.3.1
EXPOSURE CATEGORY C 2019 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
1.GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL
REPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BE
AVAILABLE AT THE JOBSITE AT ALL TIMES.
2.SPREAD OR CONTINUOUS FOOTINGS:
NOTES:
A.THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT
DURATION SUCH AS WIND OR SEISMIC FORCES.
B.THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND
PASSIVE RESISTANCE WITH THE LESSER REDUCED BY 33 PERCENT.
C.THE UPPER 0 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING
PASSIVE RESISTANCE.
D.COMPACTED FILL SHOULD BE PREPARED PER SECTION 6.0 GEOTECHNICAL EVALUATION REPORT
4.SLAB ON GRADE SUPPORT SHALL BE PER THE GEOTECHNICAL INVESTIGATION REPORT AND TYPICAL DETAILS IN
THE CONSTRUCTION DOCUMENTS.
5.WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,
STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
6.CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER
AND/OR SEEPAGE.
7.EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR
TO PLACING CONCRETE AND REINFORCING.
8.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS
BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR
PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE
COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR
DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
9.EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.
10.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND
APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO
SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PER
SECTION 1705.6 OF THE CODE.
11.ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO
UNDISTURBED SOILS.
ELEMENT
ALLOWABLE
BEARING
CAPACITY
(PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE
RESISTANCE
(PSF/FT BELOW
GRADE)
FRICTION
RESISTANCE
(COEFFICIENT OF
FRICTION)
BUILDING
FOUNDATION 2,000
350
150 (2:1 SLOPING DOWN)0.35
RET WALL 1,500
REPORT/ADDENDUM TITLE PREPARED BY DATE PROJECT #
GEOTECHNICAL ENGINEERING REPORT
MISSION PLAZA RESTROOM AND CAFE
SAN LUIS OBISPO MISSION PLAZA
SAN LUIS OBISPO, CALIFORNIA
EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE
ROAD SAN LUIS OBISPO,
CA 93401
OCTOBER 21, 2022 305341-001
FOUNDATION
1.DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS
(ELEVATIONS).
2.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.
3.SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.
4.SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
5.SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.
6.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE
ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
EXISTING CONDITIONS
1.ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT
KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.
2.WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT
AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR
NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.
EXISTING UNDERGROUND UTILITIES
1.THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE
CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY
SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.
3.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO
WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK)C33
CONCRETE AGGREGATES (LIGHTWEIGHT)C C330
WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F)C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989
CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH
(PSI)DENSITY (PCF)MAX SLUMP
(IN±1)
MAX
WATER/CEMENT
RATIO
SLAG/
FLY ASHA
(MAX)
CONCRETE
FOUNDATIONS, GRADE
BEAMS, TIE BEAMS
4,000 150 4 0.5 0.15
CONCRETE BASEMENT
WALLS/STEM WALLS 4,000 150 4 0.5 0.15
CONCRETE SLAB ON
GRADE 3,000 150 4 0.45 0.15
STAIRS ON GRADE, CURBS
AND OTHER NON-
STRUCTURAL CONCRETE
3,000 150 4 0.5 0.15
SITE WALLS 3,000 150 4 0.5 0.15
1.ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE
PROVISIONS OF ACI 318-14.
2.CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A.FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE
19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.
B.WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT
RATIO BE EXCEEDED.
C.PUMICE AGGREGATE SHALL NOT BE USED.
3.CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCES
ACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE
STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.
SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):
A. AS MEASURED BY CEMENTITIOUS WEIGHT
4.READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF
ASTM C94 OF C685.
5.DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 AND
PROJECT SPECIFICATIONS.
6.ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND
ROUGHENED TO 1/4" AMPLITUDE.
7.ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN
POSITION PRIOR TO PLACING CONCRETE.
8.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT
ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEOR
APPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE
DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
9.PIPES EMBEDDED IN CONCRETE:
A.CONCRETE
a.PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETE
EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK.
c.PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.
d.DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3
DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.
1.REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE
PROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR
ASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A.THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY
MORE THAN 18,000 PSI.
B.THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25.
C.WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE
PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.
2.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING
BAR BENDS SHALL BE MADE COLD.
3.WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED
DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND
ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION
25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.
4.REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL
BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
A.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14
SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
B.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13
SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
5.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS
MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING
GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF
CONCURRENTLY PRESENT ON SITE.
6.WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS
CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO
THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARS
TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.
7.REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE IS
PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTED
TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER
DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,
REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATEST
EDITION.
8.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE
FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
9.COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE
ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS
AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF
CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP
SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTION
SHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING
REQUIREMENTS OF ACI 318-14.
10.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO
PLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.
11.WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF
REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,
CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS
OR REINFORCING STEEL.
12.CONCRETE PROTECTION FOR REINFORCEMENT
13.MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION
25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES
MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS
INCLUDE:
LENTON STANDARD COUPLERS (IAPMO-ES 0129)
LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)
LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)
LENTON LOCK COUPLERS PER (IAPMO-ES 0129)
NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALL
BE ASTM A706 PER IAPMO-ES 0129.
ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES
AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14
SECTION 18.2.7 & 18.12.7.4
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE
PROVIDED FOR
REINFORCEMENT IN CAST-IN-PLACE CONCRETE
(NON-PRESTRESSED):
MINIMUM COVER,
IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH 3
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO.6 THROUGH NO. 18 BAR
NO.5 BAR, W31 OR D31 WIRE & SMALLER
2
1 12"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
NO.14 AND NO.18 BARS
NO.11 BAR & SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT TIES, STIRRUPS,
SPIRALS
1 12"
3 4"
1 12"
REINFORCING STEEL
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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1.MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR
MASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THE
CODE.
2.CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD
BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:
3.MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING
PROPERTIES AND STRENGTHS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
4.GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE
FOLLOWING REQUIREMENTS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
5.MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:
6.ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR.
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
7.REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.
8.PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.
9.ALL CELLS SHALL BE GROUTED SOLID.
10.DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE
REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"
FOR REQUIREMENTS.
11.USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.
12.USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX
GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY
BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:
A.MASONRY HAS CURED FOR AT LEAST 4 HOURS
B.GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"
C.NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT
D.CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING
PER TMS 602-16 ARTICLE 3.2F.
13.CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF
CONSOLIDATING GROUT
14.EMBEDDED PIPES AND CONDUITS
A.CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE
FOLLOWING REQUIREMENTS:
a.THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER
b.THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY
COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION
c.THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:
d.WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN.
B.PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:
a.CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F
b.UNDER PRESSURE IN EXCESS OF 55 PSI
c.CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING
C.ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU
COMPONENT ASTM NOTES
SAND ASTM C144
LIME ASTM C207
PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD
PEA GRAVEL ASTM C301
MASONRY
WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF
CONCRETE MASONRY UNITS DENSITY
f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHT
f'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT
WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH
f'm = 2,000 PSI S 2,000 PSI MINIMUM
f'm = 2,500 PSI M 2,500 PSI MINIMUM
WALL DESIGN STRENGTH COMPRESSIVE
STRENGTH GROUT 28 DAY MIX DESIGN
f'm = 2,000 PSI 2,000 PSI
3 PARTS SAND
2 PARTS PEA GRAVEL
1 PART PORTLAND CEMENT
8-11 INCH SLUMP
f'm = 2,500 PSI -SUBMIT MIX DESIGN
WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL
8"(2) 12" Ø
(1) 3 4" Ø
(3) 12" Ø
(2) 3 4" Ø
(1) 1" Ø
12"
(4) 12" Ø
(3) 3 4" Ø
(2) 1" Ø
(1) 1 14" Ø
(5) 12" Ø
(4) 3 4" Ø
(3) 1" Ø
(2) 1 14" Ø
1.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED
FABRICATOR IN ACCORDANCE WITH AISC 360-16 AND CHAPTER 22 OF THE CODE.
2.ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
W SHAPES, WT SHAPES A992
ANGLES, CHANNELS A36
HSS A500 GRB
SIMPLE SHEAR TAB CONNECTION PLATES
(AS NOTED ON DWG'S) A36
HIGH STRENGTH BOLTS A325/F1852, A490SC/F2280SC
(AS NOTED ON DRAWINGS) A325SC/F1852SC
ANCHOR RODS (AS NOTED ON DRAWINGS) F1554 GR36
COMMON/MACHINE BOLTS A307 GR A
3.THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW AND
APPROVAL BY THE AOR AND SEOR PRIOR TO FABRICATION.
4.BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS
NOTED.
5.ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING,
OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED, EXCEPT AS REQUIRED FOR DESIGNATION OF
PROTECTED ZONES.
6.PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED
CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, CONTRACTOR SHALL LOCATE ALL REINFORCEMENT
AND CONFIRM CONSTRUCTABILTY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT
OCCUR, CONTRACTOR SHALL COORDINATE AND SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED
STEEL FABRICATIONS TO SEOR FOR REVIEW AND APPROVAL. DO NOT CUT OR DAMAGE EXISTING
REINFORCEMENT.
7.ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP
GALVANIZED AFTER FABRICATION, UNLESS CALLED OUT TO BE PAINTED ON THE CONSTRUCTION DOCUMENTS.
PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING.
REFER TO ARCH DRAWINGS FOR STEEL FINISH. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS)
SHALL CONFORM TO REQUIREMENTS OF AISC 303-16.
8.ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN
CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING
CONSTRUCTION (AWS D1.1-10) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR
WELDING INSPECTION REQUIREMENTS. ALL WELDING FOR ELEMENTS OF THE LATERAL FORCE RESISTING SYSTEM
SHALL PER AWS D1.8-09.
9.THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS FOR REVIEW AND APPROVAL BY
SEOR. THE SUBMITTED WELDING PROCEDURES SHALL INCLUDE ONLY THOSE PROCEDURES RELEVANT TO THIS
PROJECT. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. A
PROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE
OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE
IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE
ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS
SHALL BE SUBMITTED WITH THE WPS.
10.100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS.
11.IF INTERMIXING OF WELD FILLER MATERIAL IS REQUIRED AT SPECIFIC WELDED JOINTS, AND IF ONE OF THE FILLER
METALS IS FCAW-S, SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS) AND QUALIFY BY TESTING.
12.DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS
TACK WELDS, ERECTION AIDS, AIR ARC GOUGING AND FLAME CUTTING SHALL BE REPAIRED AS REQUIRED BY
SEOR.
STRUCTURAL STEEL
1.ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL BE NELSON STUDS
(ICC-ESR 2856), OR APPROVED EQUAL. STUD MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.1-10,
"STRUCTURAL WELDING CODE-STEEL"
2.NELSON SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR IN THE FIELD
WITH EQUIPMENT AND PROCEDURES RECOMMENDED BY NELSON STUD WELDING, INC. AND COMPLY WITH
AISC 360-16 SECTION M2, ITEM 4 AND AWS D1.1-10. WELDING SHALL BE DONE IN SUCH A MANNER AS TO
PROVIDE COMPLETE FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE.
3. ALL SURFACES TO RECEIVE NELSON STUDS SHALL BE CLEAN, UNPAINTED AND FREE OF HEAVY RUST AND MILL
SCALE, DIRT, SAND OIL, WATER OR OTHER DELETERIOUS MATERIALS.
STEEL HEADED STUDS
1.ALL LIGHT GAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2211 OF THE
CODE AND AISI 5100-16 "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS".
2.MEMBER IDENTIFICATION SHALL BE AS SHOWN:
A.MEMBER DEPTH:
(EXAMPLE: 6" = 600/100 INCHES)
ALL MEMBER DEPTHS ARE TAKEN IN 1/100 INCH INCREMENTS. FOR "T" SECTIONS, MEMBER DEPTH IS THE
INSIDE TO INSIDE DIMENSION.
B.STYLE:
(EXAMPLE: STUD OR JOIST SECTION = "S")
THE FOUR ALPHA CHARACTERS USED TO DESIGNATE THE TYPE OF SECTION ARE:
·S = STUD OR JOIST SECTIONS
·T = TRACK SECTIONS
·U = CHANNEL SECTIONS
·F = FURRING CHANNEL SECTIONS
C.FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625" = 162/100 INCHES)
ALL MEMBER FLANGE WIDTH ARE TAKEN IN 1/100 INCH INCREMENTS.
D.MATERIAL THICKNESS:
(EXAMPLE: 0.054" = 54 MIL = 54/1,000 INCHES)
MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS
REPRESENTS 95% OF THE DESIGN THICKNESS.
3.ALL CALCULATED MEMBER PROPERTIES PER AISI SPECIFICATIONS ARE BASED ON THE FOLLOWING
THICKNESSES:
4.ALL LIGHT GAGE METAL FRAMING SHALL CONFORM WITH THE FOLLOWING:
GALVANIZED STUDS & TRACKS:ASTM A653 SQ, GR 50
12 (97), 14 (68) OR 16 (54) GAGE (MILS)(Fy = 50,000 PSI)
GALVANIZED STUDS & TRACKS:ASTM A653 SQ, GR 33
18 (43), 20 (33) GAGE (MILS)(Fy = 33,000 PSI)
GALVANIZED BACKING PLATES:ASTM A653 SQ, GR 50
(Fy = 50,000 PSI)
GALVANIZED END CLOSURES,ASTM A653 SQ, GR 33
BRIDGING AND ACCESSORIES (Fy = 33,000 PSI)
5.ALL LIGHT GAGE METAL FRAMING SHALL BE GALVANIZED.
6.DOUBLE VERTICAL STUDS SHALL BE STITCH WELDED TOGETHER ON BOTH FLANGES WITH
1/16" GROOVE WELDS x 1" LONG AT 12" ON CENTER, U.N.O. ON DRAWINGS.
7.TOP AND BOTTOM TRACK GAGE THICKNESS SHALL MATCH THE GAGE THICKNESS OF THE WALL STUDS, U.N.O.
8.MINIMUM STUD PROPERTIES SHALL BE PER AISI 5100-16.
THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS:
·CLARK DIETRICH (ICC ESR 4782 AND 4784P)
·CEMCO (ICC ESR 3016)
·APPROVED EQUAL
9.ALL SHEET METAL SCREWS SHALL PROTRUDE 1/4" MIN THROUGH METAL FRAMING.
10.THE CONTRACTOR IS PROHIBITED FROM USING TORCHES TO BURN HOLES IN TRACKS OR STUDS.
11.PUNCHED OPENINGS IN THE PARTITION WALL STUDS AND EXTERIOR WALL STUDS NEED TO BE LOCATED A
MINIMUM OF 1.5 TIMES THE DEPTH OF THE STUD FROM THE CONNECTION AT THE FLOOR, CONNECTION AT THE
UNDERSIDE OF THE DECK, AND CONNECTIONS OF HEADERS AND SILLS TO JAMBS.
MINIMUM THICKNESS REFERENCE GAGE DESIGN THICKNESS
33 MIL 20 GA - STRUCTURAL 0.0346"
43 MIL 18 GA 0.0451"
54 MIL 16 GA 0.0566"
68 MIL 14 GA 0.0713"
97 MIL 12 GA 0.1017"
118 MIL 10 GA 0.1242"
A
600
B
S
C
162 -
D
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COLD-FORMED STEEL (LIGHT GAGE METAL FRAMING)
1.ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL BE NELSON STUDS
(ICC-ESR 2856), OR APPROVED EQUAL. STUD MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.1-10,
"STRUCTURAL WELDING CODE-STEEL"
2.NELSON SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR IN THE FIELD
WITH EQUIPMENT AND PROCEDURES RECOMMENDED BY NELSON STUD WELDING, INC. AND COMPLY WITH
AISC 360-16 SECTION M2, ITEM 4 AND AWS D1.1-10. WELDING SHALL BE DONE IN SUCH A MANNER AS TO
PROVIDE COMPLETE FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE.
3. ALL SURFACES TO RECEIVE NELSON STUDS SHALL BE CLEAN, UNPAINTED AND FREE OF HEAVY RUST AND MILL
SCALE, DIRT, SAND OIL, WATER OR OTHER DELETERIOUS MATERIALS.
STEEL HEADED STUDS
POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
1.POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THE
CODE AND ACI 318-14 CHAPTER 17 USING STRENGTH DESIGN.
2.POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONS
IN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE IN
ACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT.
**LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:
PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USED
FOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMIC
LOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FOR
SEISMIC LOADING.
EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR
LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON
ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB.
3.EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) AS
SHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR.
4.LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIOR
TO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONS
WITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
5.ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O
6.ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN A
DAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O.
7.WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICAL
EQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2.
8.IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED OR
ABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:
A.FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.
B.FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE
SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRY
AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH A
DRY-PACK MORTAR.
C.FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT
DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF
CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
D.ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED
ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANY
ANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED
CAPACITY AND SHALL BE REVIEWED WITH THE SEOR.
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION
REPORT
ACCEPTANCE
CRITERIA
CONCRETE EXPANSION ANCHORS SIMPSON STRONGBOLT 2 ICC ESR-3037 AC193
CMU EXPANSION ANCHORS SIMPSON STRONGBOLT 2 IAPMO ES ER 240 AC01 OR AC106
CONCRETE SCREW ANCHOR SIMPSON TITEN HD ICC ESR-2713 AC193
CMU SCREW ANCHOR SIMPSON TITEN HD ICC ESR-1056 AC106
CONCRETE ADHESIVE ANCHORS SIMPSON SET-XP ICC ESR-2508 AC193
CMU ADHESIVE ANCHOR SIMPSON SET-XP IAPMO ES ER 265 AC58
CONCRETE POWER ACTUATED
FASTENER**SIMPSON PDPAW ICC ESR-2138 AC70
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION
REPORT
ACCEPTANCE
CRITERIA
CONCRETE EXPANSION ANCHORS HILTI KB-TZ ICC ESR-1917 AC193
CONCRETE SCREW ANCHOR HILTI KH-EZ ICC ESR-3027 AC193
CONCRETE ADHESIVE ANCHORS HILTI HIT-HY 200 ICC ESR-3187 AC308
CONCRETE POWER ACTUATED
FASTENER**HILTI X-U ICC ESR-2269 AC70
1.CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1901.3.4 OF THE CODE.
2.WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION SERVICES
REPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED TORQUE SHALL BE APPLIED
WITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE SHALL NOT BE EXCEEDED.
3.THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED PER
CHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR, ANCHOR
DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACING,
EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION TORQUE.
4.TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS:
A.TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THE
MAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE TENSION
TEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR (0.8
As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS FOR ADHESIVE ANCHORS.
B.THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC REPORT.
5.TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE
SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR AND ENFORCEMENT
AGENCY.
6.THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM.
7.TEST FREQUENCY:
APPLICATION QUANTITY
STRUCTURAL 100% OF BOLTS
NON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP
(SUCH AS EQUIPMENT ANCHORAGE)(TEST AT LEAST HALF OF THE ANCHORS IN GROUP)
SILL PLATE BOLTING 10% OF BOLTS
EXCEPTIONS:
A.UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING.
B.WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100 LBS AND THOSE ANCHORS ARE
CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS.
C.WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED
CONCRETE, ONLY 25 PERCENT OF THE DOWELS SHALL BE TESTED IF ALL OF THE FOLLOWING CONDITIONS
ARE MET:
·THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN
EXISTING AND NEW CONCRETE.
·THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS 12.
·THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH AS
SHEAR WALLS, COLLECTORS, AND DIAPHRAGMS).
D.TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE, WHERE THE SLAB IS NOT PART OF
THE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED.
E.TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR
NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE FASTENERS PER
SEGMENT OF TRACK.
8.TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT A
MEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE:
A. USE OF HYDRAULIC JACK, WHEREBY EITHER UNCONFINED OR CONFINED TESTING SHALL BE ACCEPTABLE;
B.USE OF CALIBRATED SPRING LOADED DEVICES; OR
C.USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS.
9.TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE
ICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO OSHPD. FIELD TESTS SHALL
SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:
A.HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES
SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE
MOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE
NUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN TO FACILITATE THE
POSITIONING OF A TENSION TEST COLLAR.
B.TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE
SPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT.
EXCEPTIONS:
·WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY.
·THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW
HEAD.
10.IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME TRADE, AND
NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME INITIAL TEST
FREQUENCY.
11.REQUIRED TORQUE TEST LOADS SHALL BE EQUAL TO THE MANUFACTURER'S RECOMMENDED INSTALLATION
TORQUE PROVIDED IN THE ICC-ESR FOR THE SPECIFIC ANCHOR. TEST TORQUE VALUES ARE SUMMARIZED IN
THE TABLE BELOW:
TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
SIMPSON
LOCATION IN
STRUCTURE
INSTALLATION TORQUE (FT-LBS)
SIMPSON STRONG-BOLT2
(ICC-ES ESR 3037)
SIMPSON WEDGE-ALL
(ICC-ES ESR 1396)
SIMPSON TORQ-CUT
SELF-UNDERCUTTING
ANCHOR
(ICC-ES ESR 2705)INCHES
14 4 --
3 8 30 30 -
1 2 60 35 90
5 8 90 55 185
3 4 150 120 240
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05.14.2024
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
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0256-03-CU20
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1.IN ACCORDANCE WITH SECTION 1704.6 OF THE CODE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED
FOR THE FOLLOWING ELEMENTS OF CONSTRUCTION:
A.FOUNDATION REINFORCING
SHEATHING NAILING FOR THE WOOD LATERAL FORCE-RESISTING SYSTEM, INCLUDING DIAPHRAGMS
AND
2.THE OBJECTIVE OF THE STRUCTURAL OBSERVATION IS TO BECOME FAMILIAR WITH THE PROGRESS AND QUALITY
OF THE CONTRACTOR'S WORK AND DETERMINE IF THE WORK IS BEING COMPLETED IN GENERAL
CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
A.STRUCTURAL OBSERVATIONS ARE NOT INSPECTIONS AND SHALL NOT BE USED AS A REPLACEMENT FOR
THE SPECIAL INSPECTIONS REQUIRED BY THE CODE OR REFERENCED STANDARD OR FOR SPECIAL
INSPECTIONS REQUIRED IN THIS DOCUMENT.
B.THE PERSON COMPLETING THE STRUCTURAL OBSERVATIONS DOES NOT HAVE RESPONSIBILITY FOR ANY
ACTS OR OMISSIONS BY THE CONTRACTOR OR OF ANY OTHER ENTITY PROVIDING MATERIALS OR
SERVICES ON THE PROJECT.
3.ADEQUATE NOTIFICATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER PERFORMING OBSERVATIONS,
A MINIMUM OF (2) WORKING DAYS, PRIOR TO OBSERVATION OF THE WORK.
STRUCTURAL OBSERVATIONS
1.THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .
THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION
1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:
A.GENERAL:
a.STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE
WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.
B.OWNER REQUIREMENTS:
a.THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION
1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.
C.SPECIAL INSPECTOR QUALIFICATIONS:
a.THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING
OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR
TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE
DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF
SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL
QUANTITIES.
D.CONTRACTOR REQUIREMENTS:
a.SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS
AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL
OCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL
INSPECTOR.
b.THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED
REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION
OF THE REQUIRED SPECIAL INSPECTION.
c.ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE
BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR
COMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF
SPECIAL INSPECTIONS.
E.SPECIAL INSPECTOR REPORT REQUIREMENTS:
a.THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS
b.THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND
TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c.REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN
CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d.DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
CORRECTION.
e.IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING
OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THE
COMPLETION OF THAT PHASE OF WORK.
f.A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY
DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
STATEMENT OF SPECIAL INSPECTIONS
1.THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:
A.STEEL INCLUDING MISC. METALS
a.SHOP DRAWINGS FOR FABRICATION AND ERECTION
b.WPS's (INCLUDING PQR'S AS APPLICABLE)
c.REINFORCING STEEL
d. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT
2.BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR
SUBMITTALS), THE CONTRACTOR SHALL HAVE:
A.REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS
OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND
VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:
B.DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED
PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS
AND SIMILAR INFORMATION
C.DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY
PRECAUTIONS AND PROGRAMS.
D.REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL
ROUNDS HAVE BEEN ADDRESSED.
3.EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS
SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S
REVIEW AND APPROVAL OF THAT SUBMITTAL.
4.THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a.REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT
CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THE
CONTRACT DRAWINGS.
b.THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR
MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE
SUBMITTAL PRIOR TO SUBMISSION.
5.FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN
REVIEWED AND APPROVED BY THE ENGINEER.
SUBMITTALS
1.SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.
EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OF
FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE
SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:
A.STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS)
a.FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIED
FABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURAL
STEEL FABRICATORS (AISC 201-06).
b.OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION.
c.IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF
COMPLIANCE MUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS
SUPPLIED AND WORK PERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE
CONSTRUCTION DOCUMENTS.
d.IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTION
REPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY.
e.a.NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR,
HOWEVER THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.
SHOP FABRICATION
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05.14.2024
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-105
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REQUIRED VERIFICATION AND INSPECTIONS
STEEL
WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1)QC QA AWS 2015 D1.1
REFERENCE
1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P 6.3
2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.2
3. WPS AVAILABLE P P -
4. MATERIAL IDENTIFICATION (TYPE/GRADE)O O 6.2
5. WELDER IDENTIFICATION SYSTEM O O 6.4
6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
- BACKING TYPE AND FIT (IF APPLICABLE)
O O
6.5.2
5.22
5.15
5.18
5.10, 5.22.1.1
7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING
(INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
P O -
-
-
-
8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7
& AISC 360-16 J1.6
9. FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
O O 5.22.1
5.15
5.18
10. CHECK WELDING EQUIPMENT O ___6.2, 5.11
INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2)
1. CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING
-EXPOSURE CONTROL O O
6.2
5.3.1
5.3.2 (SMAW)
5.3.3 (SAW)
2. NO WELDING OVER CRACKED TACK WELDS O O 5.18
3. ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHIN LIMITS
- PRECIPITATION AND TEMPERATURE
O O 5.12.1
5.12.2
4. WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT
- TRAVEL SPEED
- SELECTED WELDING MATERIALS
- SHIELDING GAS TYPE/FLOW RATE
- PREHEAT APPLIED
- INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)
- PROPER POSITIONS (F, V, H, OH)
O O
6.3.3, 6.5.2, 5.5, 5.21
5.6, 5.7
5. WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING
- EACH PASS WITHIN PROFILE LIMITATIONS
- EACH PASS MEETS QUALITY REQUIREMENTS
O O
6.5.2, 6.5.3, 5.24
5.30.1
6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P -
INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3)
1. WELDS CLEANED O O 5.30.1
2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
- CRACK PROHIBITION
- WELD/BASE-METAL FUSION
- CRATER CROSS SECTION
- WELD PROFILES
- WELD SIZE
- UNDERCUT
- POROSITY
P P
6.5.3
TABLE 6.1(1)
TABLE 6.1(2)
TABLE 6.1(3)
TABLE 6.1(4), 5.24
TABLE 6.1(6)
TABLE 6.1(7)
TABLE 6.1(8)
4. ARC STRIKES P P 5.29
5. k-AREA P P AISC 360-16 CA3.1c
& J10.8
6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY
SHAPES [b]P P -
7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P 5.10, 5.31
8. REPAIR ACTIVITIES P P 6.5.3, 5.26
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER P P 6.5.4, 6.5.5
10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF
THE EOR O O -
STEEL
BOLTING
INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16 N.5.6-1)QC QA 2014 RCSC SPEC.
REFERENCE
1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
MATERIALS O P 2.1, 9.1
2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
FIGURE C-2.1, 9.1
(SEE ASTM
STANDARDS)
3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT
LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)O O 2.3.2, 2.7.2, 9.1
4. CORRECT BOLTING DETAILS SELECTED FOR THE JOINT DETAIL.O O 4, 8
5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE
CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE
REQUIREMENTS.
O O 3, 9.1, 9.3
6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS
USED.
P O 7, 9.2
7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER
FASTENER COMPONENTS O O 2.2, 8, 9.1
INSPECTION TASKS DURING BOLTING (AISC 360-16 N.5.6-2)
1. FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS AND NUTS ARE
POSITIONED AS REQUIRED.O O 8.1, 9.1
2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRE-TENSIONING OPERATION O O 8.1, 9.1
3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
ROTATING O O 8.2, 9.2
4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARD THE FREE EDGES.
O O 8.2, 9.2
INSPECTION TASKS AFTER BOLTING (AISC 360-16 N.5.6-3)
1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ___
REQUIRED VERIFICATION AND INSPECTIONS CONT.
STEEL ELEMENTS OF COMPOSITE CONSTRUCTION
DECK AND HEADED STUDS
INSPECTION TASKS PRIOR TO CONCRETE PLACEMENT
(AISC 360-16 N.6.1)
1. PLACEMENT AND INSTALLATION OF STEEL DECK P P ___
2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P ___
2. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P ___
0 - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
P - PERFORM THESE TAKS FOR EACH WELDED JOINT OR MEMBER, EACH BOLTED CONNECTION, OR STEEL ELEMENT.
REFER TO CONCRETE TABLE FOR REQUIRED GROUTING INSPECTIONS BELOW BASE PLATES.
REQUIRED VERIFICATION AND INSPECTIONS
MASONRY
LEVEL 2 QUALITY ASSURANCE
MINIMUM TESTS
PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN
ACCORDANCE WITH SPECIFICATION ARTICLE 1.5
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN
ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUT
VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,
EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE
MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a)REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X Art. 1.5
2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT
THE FOLLOWING ARE IN COMPLIANCE:
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1,
2.6 A
b. GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X Art. 2.4 B,
2.4 H
c. GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS AND PRESTRESSING
TENDONS AND ANCHORAGES
X Art. 3.4,
3.6A
d. PRESTRESSING TECHNIQUE X Art. 3.6 B
e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X (b)X (c)Art. 2.1 C
f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
a. GROUT SPACE X Art. 3.2 D,
3.2 F
b. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES X SEC. 10.8,
10.9 Art. 2.4, 3.6
c. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHOR BOLTS X SEC. 6.3.1,
6.3.6, 6.3.7
Art. 3.2 E,
3.4,
d. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B,
2.4 G.1.b
4. VERIFY DURING CONSTRUCTION:
a. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS X Art. 1.5
b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION X Art. 3.3 B
c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 F
d. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS, FRAMES OR OTHER
CONSTRUCTION
X SEC. 1.2.1(e),
6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE
BELOW 40°F ) OR HOT WEATHER (TEMPERATURE
ABOVE 90°F )
X Art. 1.8 C,
1.8 D
g. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X Art. 3.6 B
h. PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5,
3.6 C
i. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X (b)X (c)Art. 3.3 B.9,
3.3 F.1.b
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS AND/OR PRISMS X
Art.
1.4 B.2.a.3,
1.4 B.2.b.3,
1.4 B.2.c.3,
1.4 B.3,
1.4 B.4
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE
TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE
(b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY
(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY
REQUIRED VERIFICATION AND INSPECTIONS
WOOD
CODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2015
SPECIAL INSPECTION OR TEST
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CBC REFERENCE
3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE
SHEATHING LESS THAN OR EQUAL TO 4" OC.
- WOOD DIAPHRAGMS
- DRAG STRUTS
___X 1705.12.2
4. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE
SHEATHING GREATER THAN 4" OC (NOT REQUIRED)
- WOOD DIAPHRAGMS
- DRAG STRUTS
______1705.12.2
6. METAL PLATE CONNECTED WOOD WITH OVERALL HEIGHTS OF 60 INCHES OR
GREATER
- PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING
IN ACCORDANCE WITH APPROVED TRUSS SUBMITTAL PACKAGE
___X 1705.5.2
REQUIRED VERIFICATION AND INSPECTIONS
SOILS
CODE TABLE 1705.6
SPECIAL INSPECTION OR TEST
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1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN
BEARING CAPACITY ___X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER
MATERIAL.___X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ___X
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT
AND COMPACTION OF COMPACTED FILL.X ___
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS
BEEN PREPARED PROPERLY.___X
CONCRETE CONSTRUCTION
CODE TABLE 1705.3
SPECIAL INSPECTION OR TEST
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REFERENCED
STANDARD CBC REFERENCE
1. INSPECT REINFORCMENT AND VERIFY PLACEMENT.___X ACI 318: CH 20, 25.2,
25.3, 26.6.1-26.6.3 1908.4
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER
THAN ASTM A706
b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5 16"
AND
c. INSPECT ALL OTHER WELDS
___
___
X
X
X
___
AWS D1.4
ACI 318: 26.6.4 ___
3. INSPECT ANCHORS CAST IN CONCRETE ___X ACI 318:
17.8.2 ___
5. VERIFY USE OF REQUIRED MIX DESIGN ___X ACI 318:
CH. 19, 26.4.3, 26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND
AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
OF THE CONCRETE.
X ___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
1908.10
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.___X ACI 318: 26.5.3-
26.5.5 1908.9
12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
FORMED.
___X ACI 318: 26.11.1.2 (b)___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.
REQUIRED VERIFICATION AND INSPECTIONS
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1
A B C D
2
A B C D
1
2
HSS 6x6x
1
4
H
S
S
6
x
6
x
1
4
H
S
S
6
x
6
x
1
4
HS
S
6
x
6
x
1 4
HS
S
6
x
6
x
1 4
HS
S
6
x
6
x
1 4
F3F3
F3
TB
1
TB
1
TB1 TB1
11
S-303
22
S-303
11
S-303
12
S-303
12
S-303
13
S-303
11
S-303
43
S-303
TYP
OF 3
43
S-303
TYP
OF 3
C3
.
5
C3
.
5
C3
.
5
C3
.
5
C3.5
C3.5
OVER EXCAVATION BEYOND
THE FDN MAY BE OMITTED IN
THIS AREA PER GEOTECHNICAL
ENGINEERING & TO MEET
REQUIREMENTS OF TREE
PROTECTION PLAN
F3
F3
HSS
6
x
6
x
1 4
HSS 6x6x
1
4
1'-6"
1'-6"
HSS 6(VERT)x2x 14, T&B
HS
S
6
(
V
E
R
T
)
x
2
x
1
4,
T
&
B
F3 F3 F3
HS
S
6
(
V
E
R
T
)
x
2
x
1
4,
T
&
B
HSS 6(VERT)x2x 1 4, T&B
31
S-303 TYP
HS
S
6
(
V
E
R
T
)
x
2
x
14,
T
&
B
5" CONC SLAB W/ #4 @
16" OC EA WAY SLOPE
TO DRAINS PER ARCH
41
S-303
31
S-303 TYP
31
S-303 TYP
HSS 6x6x
1
4
HSS
6
x
6
x
1 4
HSS
6
x
2
x
1 4
HSS 6(VERT)x2x 14, T&B
HSS 6(VERT)x2x 14, T&B
21
S-303TYP
S S
S S
S SSS
S S S
S
S S
S S
4
S-221
3
S-221
2
S-221
1
S-221
1
A B C D
2
A B C D
1
2
2'-0"4'-0" MIN
TYP OF 6
LINES 1 & 2
1'
-
4
"
8"
4'
-
0
"
TY
P
O
F
6
LI
N
E
S
1
&
2
2'-0"
41
S-411
H
S
S
8
x
4
x
3
16
HI
P
T
Y
P
HS
S
8
x
4
x
3 16
HI
P
T
Y
P
HSS
8
x
4
x
3 16
HI
P
T
Y
P
HSS 8x4x
3
16
HIP TYP
HSS10 x 4 x 3 16 BM
HSS10 x 4 x 3 16 BMHS
S
1
0
x
4
x
3
16
B
M
HS
S
1
0
x
4
x
3
16
B
M
HSS
4
x
4
x
1 4
ON W
A
L
L
HS
S
4
x
4
x
1
4
O
N
W
A
L
L
H
S
S
4
x
4
x
1
4
O
N
W
A
L
L
HSS
4
x
4
x
1 4
ON
W
A
L
L
DO DO DO
DO DO
DO DO
DO DO
DO
DO
DO
DO
DO
DO
DO
DO
DODO DODO DO
60
0
S
2
0
0
-
3
3
@
2
4
"
O
C
MA
X
T
Y
P
DO DO DODODO DODO DO
21
S-
4
1
1
TYP
TYP @
C
O
R
N
E
R
42
S-411
TYP
11
S-412
13
S-402
32
S-411
BEL ABV
41
S-411
TYP
12
S-412
TYP @
CORNER
4
S-221
2
S-221
3
S-221
1
S-221
6'-0" MIN
CONT C6 TYP
FROM CORNERSW DOW
N
S
P
O
U
T
PER
A
R
C
H
DOW
N
S
P
O
U
T
PER
A
R
C
H
600S200-33 @
24" OC MAX, TYP
600S200-33, TYP
600S200-33, TYP
600S200-33, TYP
600S200-33, TYP
600S200-33 @
24" OC MAX, TYP
600S200-33 @
24" OC MAX, TYP
600S200-33 @
24" OC MAX, TYP
1 RESTROOM FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
2 RESTROOM ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
NORTH
S-201
RE
S
T
R
O
O
M
F
O
U
N
D
A
T
I
O
N
&
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
PAD FOOTING SCHEDULE
TYPE WIDTH LENGTH THICKNESS
MIN EMBED
BELOW LOWEST
PAD GRADE
TOP REINF BOT REINF DETAIL
3'-0"3'-0"2'-0"SEE NOTE 12 (4) #5, EW (4) #5 , EW 43/S-303F3
TIE BEAM SCHEDULE
TYPE WIDTH THICKNESS
MIN EMBED
BELOW LOWEST
PAD GRADE
LONG REINF TRANS REINF DETAIL
1'-4"1'-0"SEE NOTE 12 (2) #4 @ TOP
(2) #4 @ BOT #3 @ 24" OC 32/S-303TB1
FOUNDATION PLAN NOTES
1.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2.SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR
ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.
3.ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR
CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4.FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5.SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.
6.SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE
SLABS.
7.SEE ARCHIECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN
BEARING AND NON-BEARING WALLS.
8.SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
9.SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL
EMBEDDED ITEMS AND SLAB PENETRATIONS.
10.FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-301.
11.THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL
SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.
12.BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING
OFFICIAL:
A.30" BELOW LOWEST ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B.30" BELOW LOWEST ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
SYMBOL LEGEND
INDICATES CONC MASONRY WALL PER DETAIL 11/S-303
SS INDICATES STEPPED FOOTING PER DETAIL 33/S-301
SCHEDULES
CONTINUOUS FOOTING SCHEDULE
MARK WIDTH THICKNESS MIN EMBED BELOW
LOWEST ADJ GRADE LONG REINF STIRRUP DETAIL
3'-6"1'-3"SEE NOTE 12 (3) #5 T&B #3 @ 12" OC 11,12
/S-303C3.5
INDICATES SLAB CONTROL JOINT PER 11/S-302
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 -S-302
TYPICAL MASONRY DETAILS S-303, S-401-403
TYPICAL STEEL DETAILS S-404 - S-407
INDICATES CONCRETE CURB PER DETAIL 21/S-303
ROOF FRAMING NOTES
1.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT
LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A.GRID DIMENSIONS AND HORIZONTAL CONTROL
B.ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC
C.LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS
D.ALL NON STRUCTURAL WALLS
2.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
3.SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4.SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND
LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT
SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23, 33/S-406 FOR TYPICAL OPENINGS, UNO.
5.ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHITECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL
DETAILS 11-43/S-404, UNO.
6.DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/S-406
7.FRAMING MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR
OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A
REGISTERED DESIGN PROFESSIONAL.
8.ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC
EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE
FRAMING IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 -S-302
TYPICAL MASONRY DETAILS S-303, S-401-403
TYPICAL STEEL DETAILS S-404 - S-407
SYMBOL LEGEND
INDICATES CONC MASONRY WALL BELOW
05.14.2024
A
5421
B
D
E
3
C
54213
A
B
D
E
C
P1
P1 P1
P1
P1P1
P1 P1
C1
C1
C1
C1
C1
C1
H
S
S
4
x
4
x
1
4
H
S
S
4
x
4
x
1
4
HSS
4
x
4
x
1 4
HSS
4
x
4
x
1 4
H
S
S
4
x
4
x
1
4
H
S
S
4
x
4
x
1
4
HSS
4
x
4
x
1 4
HSS
4
x
4
x
1 4
C1
C1
5" CONC SLAB W/ #4
@16" OC EA WAY
SLOPE PER ARCH
33
S-303
TYP
13
S-30
2
13
S-3
0
2
1
3
S-
3
0
2
1
3
S-
3
0
2
1
3
S-
3
0
2
1
3
S-
3
0
2
13
S-3
0
2
13
S-3
0
2
A
5421
B
D
E
3
C
54213
A
B
D
E
C
B2 ABV
B2
A
B
V
B5
B5
B5
B5
B5
B
5
B5 B5
J1
TY
P
J2
TY
P
B2 A
B
V
B
2
A
B
V
B2 A
B
V
B2 ABV
B
1
B2 ABV
B1
B1 B
1
B1
B1B1
B2
A
B
V
(2*)
B
4
(
2
*
)
B
4
(2*
)
B
4
(2*)B
4
(2*)
B
4
(
2
*
)
B
4
(2*
)
B
4
(2*)B
4
(2
*
)
B
4
(2
*
)
B
4
(2*)B4(2*)B4
B1
HSS
C
O
L
B
E
L
PER
F
D
N
H
S
S
C
O
L
B
E
L
P
E
R
F
D
N
H
S
S
C
O
L
B
E
L
P
E
R
F
D
N
HSS
C
O
L
B
E
L
PER
F
D
N
HSS C
O
L
B
E
L
PER F
D
N
HSS
C
O
L
B
E
L
PER
F
D
N
HSS
C
O
L
B
E
L
PER
F
D
N
HSS C
O
L
B
E
L
PER F
D
N
(2*)B3
BEL
(2*)B3
BEL
(2
*
)
B
3
BE
L
(2
*
)
B
3
BE
L
33
S-411
13
S-4
1
2
11
S-411
B3 TO
COL TYP
31
S-412
TYP
22
S-41
2
TYP
23
S-412
TYP
21
S-412
TYP
S-211
1 KIOSK FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
Z
A
R
E
S
T
R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
2 KIOSK ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
NORTH
KI
O
S
K
F
O
U
N
D
A
T
I
O
N
&
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
FOUNDATION PLAN NOTES
1.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2.SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR
ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.
3.ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR
CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4.FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5.SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.
6.SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.
7.SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN
BEARING AND NON-BEARING WALLS.
8.SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
9.SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED
ITEMS AND SLAB PENETRATIONS.
10.FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 11/S-302.
11.THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 42/S-301. THE BUILDING OFFICIAL SHALL
REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.
12.BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:
A.30" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B.30" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301- S-303
SYMBOL LEGEND
SS INDICATES STEPPED FOOTING PER DETAIL 43/S-301
SCHEDULES
CONTINUOUS FOOTING SCHEDULE
MARK WIDTH MIN EMBED BELOW
LOWEST PAD GRADE LONG REINF STIRRUP DETAIL
1'-0"SEE NOTE 12 (2) #5 T&B #3 @ 12" OC 33/S-303C1
POLE FOOTING SCHEDULE
MARK DIA (Ø)EMBEDMENT DEPTH VERT REINF TIE REINF DETAIL
2'-0"7'-0"(6) #4 #3 SPIRALS PITCH
PER 13/S-302 13/S-302P1
ROOF FRAMING NOTES
1.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT
LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A.GRID DIMENSIONS AND HORIZONTAL CONTROL
B.ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC
C.LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS
D.ALL NON STRUCTURAL WALLS
2.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
3.SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4.SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND
LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT
SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23, 33/S-406 FOR TYPICAL OPENINGS, UNO.
5.ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHITECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL
DETAILS 11-43/S-404, UNO.
6.DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/-406
7.FRAMING MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR
OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A
REGISTERED DESIGN PROFESSIONAL.
8.ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC
EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE
FRAMING IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 - S-303
SYMBOL LEGEND
JOIST / BEAM SCHEDULE
MARK SIZE REMARKS
J1 400S200@ 8" OC
J2 400S200@ 16" OC
B1 HSS 6x4x3 16
B2 HSS 6X2X3 16
B3 HSS 4X4X3 16
B4 C4x5.4
B5 C6X8.2
SCHEDULES
INDICATES TWO LEVELS OF SUPPORT FRAMING AT EYEBROW AND COUNTER LEVELS - SEE ARCH( 2* )
MI
S
S
I
O
N
P
L
A
Z
A
EN
H
A
N
C
E
M
E
N
T
S
05.14.2024
01 - GROUND FLOOR = 0' -0"
02 - TOP CMU = 10'-0"
12
TO FTG = -1'-8"
STEP TOP OF FTG W/ ADJACENT
GRADE PER 33/S-301
(2)#4
(2
)
#
4
#5 @ 16"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
(2)#4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
#5
@
1
6
"
#5 @ 16"#5
@
1
6
"
#5
@
1
6
"
#5 @ 16"
#5 @ 16"(2)#4
A D
01 - GROUND FLOOR = 0' -0"
02 - TOP CMU = 10'-0"
STEP TOP OF FTG W/ ADJACENT
GRADE PER 33/S-301
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2)#4
(2)#4
#5 @ 16"
#5
@
1
6
"
#5
@
1
6
"
#5 @ 16"#5 @ 16"#5 @ 16"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5 @ 16"
AD
01 - GROUND FLOOR = 0' -0"
02 - TOP CMU = 10'-0"
TO FTG = -1'-8"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
(2)#4
#5 @ 16"(2)#4
#5
@
1
6
"
#5 @ 16"
#5
@
1
6
"
#5 @ 16"
#5
@
1
6
"
#5 @ 16"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
(2)#4 (2)#4
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
1 2
01 - GROUND FLOOR = 0' -0"
02 - TOP CMU = 10'-0"
STEP TOP OF FTG W/ ADJACENT
GRADE PER 33/S-301
TO FTG = -1'-8"
(2)#4
(2
)
#
4
#5 @ 16"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
#5
@
1
6
"
(2)#4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
(2
)
#
4
#5
@
1
6
"
#5 @ 16"#5
@
1
6
"
#5
@
1
6
"
#5 @ 16"
#5 @ 16"(2)#4
1 RESTROOM EAST CMU WALL ELEVATION
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
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T
I
T
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E
:
SH
E
E
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T
I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
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I
O
N
P
L
A
Z
A
R
E
S
T
R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
2 RESTROOM SOUTH CMU WALL ELEVATION
SCALE: 1/4" = 1'-0"
NORTH
S-221
CM
U
E
L
E
V
A
T
I
O
N
S
3 RESTROOM WEST CMU WALL ELEVATION
SCALE: 1/4" = 1'-0"
NORTH 4 RESTROOM NORTH CMU WALL ELEVATION
SCALE: 1/4" = 1'-0"
NORTH
05.14.2024
NOTES:
1.VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A.GRADE 60 REINFORCEMENT
B.NORMAL WEIGHT CONCRETE
a.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3
C.NON-EPOXY COATED REINFORCEMENT
D.HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS
a.FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3
E.CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN
MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db
a.FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5
F.REINFORCEMENT NOT IN SHEAR WALLS
a.FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2.THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.
3.ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4.WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B,
LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER
BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MA
X
=
L
A
R
G
E
R
O
F
CLASS B, UNOls/5
O
R
6
"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi)f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6"1'-5"1'-3"2'-0"1'-10"1'-7"
#4 2'-0"1'-10"1'-7"2'-8"2'-5"2'-1"
#5 2'-6"2'-4"2'-0"3'-3"3'-0"2'-7"
#6 3'-0"2'-9"2'-5"3'-11"3'-7"3'-2"
#7 4'-5"4'-0"3'-6"5'-9"5'-2"4'-6"
#8 5'-0"4'-7"4'-0"6'-6"5'-11"5'-2"
#9 5'-8"5'-2"4'-6"7'-4"6'-9"5'-10"
#10 6'-5"5'-10"5'-1"8'-3"7'-7"6'-7"
#11 7'-1"6'-6"5'-7"9'-2"8'-5"7'-3"
REINF DEVELOPMENT LENGTH AND SPLICES
0256-03-CU20 - S301 - 12 NTS
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1.ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT
NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2.MINIMUM SIDE COVER = 2 12".
3.FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4"6"0'-9"0'-9"0'-8"
#4 3"8"1'-0"0'-11"0'-10"
#5 3 3/4"10"1'-3"1'-2"1'-0"
#6 4 1/2"12"1'-6"1'-5"1'-3"
#7 5 1/4"1'-2"1'-9"1'-8"1'-5"
#8 6"1'-4"2'-0"1'-10"1'-7"
#9 9 1/2"1'-7 1/2"2'-3"2'-1"1'-10"
#10 10 3/4"1'-10"2'-7"2'-4"2'-1"
#11 12"2'-0 1/2"2'-10"2'-7"2'-3"
ldh
db
4db
2 12" MIN
D
D
12
d
b "l
h"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
db
REINF HOOK DEVELOPMENT LENGTH AND BENDS
0256-03-CU20 - S301 - 22 NTS
db
6d
b
D
6d
b *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 12"
#4 2"
#5 2 1 2"
O
R
3
"
M
I
N
REINF TIES AND STIRRUPS
0256-03-CU20 - S301 - 13 NTS
6'-0" MAX
6'
-
0
"
M
A
X
2'
-
0
"
2'
-
0
"
45
°
2" TYP
SECTION A
TYP SLAB REINF
FILL IN SLAB, WO(2) #4 DIAG BARS @ MID
OF SLAB, BEND UNDER
TYP BARS @ INTERFERENCE
KEY JT @ FILL SLAB
NOTES:
1.ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.
2.REFER TO DETAIL 53/- FOR SLAB ON GRADE SUBGRADE SUPPORT
RECTANGULAR OR
ROUND OPNG
A
SOG OPENING
0256-03-CU20 - S301 - 23 NTS
LAP SPLICE LAP SPLICE
LA
P
S
P
L
I
C
E
LA
P
S
P
L
I
C
E
CONCRETE INTERSECTIONCONCRETE CORNER
CONCRETE END
0"
T
Y
P
.
0"
T
Y
P
.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S),
BOUNDARY REINFORCING DETAILS, AND OTHER
SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE
LA
P
S
P
L
I
C
E
LA
P
S
P
L
I
C
E
CONCRETE INTERSECTIONCONCRETE CORNER
CONCRETE END
PROVIDE 90 DEG STD
HOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION
0256-03-CU20 - S301 - 32 NTS
"SL" STEP LENGTH
= 2 "SH"
"S
H
"
"S
H
"
"D" + "SL"
"D
"
DE
P
T
H
O
F
F
T
G
FTG EL =
SEE PLAN
"S
H
"
S
T
E
P
HE
I
G
H
T
TOP REINF WHERE
SHOWN PER PLAN
"ls' LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls' LAP SPLICE
TYP
S
S
STEP LONG REINF TO MATCH
LONG REINF SIZE & SPCG
STEP TRANS REINF TO MATCH
TRANS REINF SIZE & SPCG
FTG REINF PER
PLAN & DETAILS
"S
H
"
S
T
E
P
HE
I
G
H
T
S
S
NOTE:
"SH" = 1'-6" MAX
LAP SPLICE
DOWEL TO MATCH
LONG REINF SIZE & SPCG PLAN
CALLOUT
STEP FOOTING
0256-03-CU20 - S301 - 43 NTS
NOTES:
1.PREPARATION OF THE SLAB SUBGRADE SHALL BE BASED ON THE GEOTECHNICAL INVESTIGATION REPORT AS
REFERENCED IN THE FOUNDATION GENERAL NOTES. THE FOLLOWING INFORMATION IS FOR REFERENCE ONLY.
A.OVER-EXCAVATION SHALL EXTEND 5 FEET BEYOND PERIMETER FOUNDATION, TO PROPERTY LINES OR
EXISTING IMPROVEMENTS, WHICHEVER IS LEAST.
B.NATIVE MATERIALS
a.SHALL BE OVER-EXCAVATED 30" BELOW (E) GRADE OR 12" BELOW BOTTOM OF FOOTINGS, TO
COMPETENT MATERIAL, OR TO 12 THE DEPTH OF THE DEEPEST FILL (MEASURED FROM THE BOTTOM
OF THE DEEPEST FOOTING); WHICHEVER IS GREATEST.
b.THE EXPOSED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 6", MOISTURE CONDITIONED TO 3
PERCENT OVER OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVE
DENSITY OF 90 PERCENT (ASTM D1557)
C.ENGINEERED COMPACTED FILL
a.REFER TO THE GEOTECHNICAL INVESTIGATION REPORT FOR RECOMMENDATIONS FOR
STRUCTURAL FILL
b.STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LAYERS, EACH APPROXIMATELY 8" THICK
BEFORE COMPACTION, AND SHOULD BE CONDITIONS WITH WATER TO PRODUCE A SOIL WATER
CONTENT NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90
PERCENT (ASTM D1557)
D.4" THICK, CLEAN FREE-DRAINING MATERIAL SUCH AS 12" COARSE AGGREGATE
E.REFER TO GEOTECH REPORT AND ARCH DRAWINGS FOR VAPOR BARRIER. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS FOR SEALING OF PENETRATIONS, JOINTS AND EDGES.
a.VAPOR BARRIER IS NOT TO BE PUNCTURED DURING CONSTRUCTION OF SLAB ON GRADE.
F.2" THICK OPTIONAL SAND LAYER, SHALL BE LIGHTLY MOISTENED PRIOR TO PLACING CONCRETE.
TH
I
C
K
N
E
S
S
P
E
R
P
L
A
N
VA
P
O
R
B
A
R
R
I
E
R
(
S
E
E
N
O
T
E
1
E
)
FR
E
E
D
R
A
I
N
I
N
G
M
A
T
E
R
I
A
L
(
S
E
E
N
O
T
E
1
D
)
ST
R
U
C
T
U
R
A
L
C
O
M
P
A
C
T
E
D
FI
L
L
(
S
E
E
N
O
T
E
1
C
)
WIDTH
(SEE NOTE 1A)
NA
T
I
V
E
F
I
L
L
(S
E
E
N
O
T
E
1
B
)
1-
1
2"
C
L
R
C
V
R
@
4
"
S
L
A
B
2"
C
L
R
C
V
R
@
5
"
+
S
L
A
B
FIN GRADE
PE
R
PL
A
N
1
1
T.O. SLAB
EL = PER PLAN
1
2
SLAB PER PLAN
SLAB ON GRADE EDGE AND SUBGRADE PREP
0256-03-CU20 - S301 - 42 NTS
CITY SPECIFICATION NO.
DATE:
PR
O
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T
T
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L
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:
SH
E
E
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T
I
T
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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O
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A
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A
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&
C
A
F
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C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
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05.14.2024
POST PIER FOOTING
0256-03-CU20 - S302 - 13 NTS
2'-0" Ø, TYP
BO
T
2
'
-
0
"
SP
I
R
A
L
S
W
/
3
"
P
I
T
C
H
3" CLR
MIN, TYP
6"
MI
N
#3 SPIRALS
(6) #4 VERT REINF
HSS POST
PER PLAN
3"
CLR
MI
D
S
E
C
T
I
O
N
SP
I
R
A
L
S
W
/
6
"
P
I
T
C
H
TO
P
2
'
-
0
"
SP
I
R
A
L
S
W
/
3
"
P
I
T
C
H
5'
-
6
"
HSS PER PLAN
FINISH GRADE
SLOPE TOP SURFACE OF PIER
AWAY FROM POLE
CONC PIER FTG
SECTION A-A
AA
℄ POST & PIER
#4 VERT REINF, TYP
#3 SPIRALS, TYP
4"
M
I
N
TYP
3" MIN TYP
RE-ENTRANT CORNER
ISOLATION JT @ EA
COL THRU SLAB
CONTRACTION/CONTROL
OR CONSTR JT STRAIGHT &
CONT NOT STGR
JT
S
P
C
G
5'
-
0
"
M
I
N
36
x
"
t
"
,
1
8
'
-
0
"
M
A
X
L/
W
=
2
M
A
X
(2) DIAGONAL ADD
BARS AT RE-ENTRANT
CORNER
(2) DIAG ADD BARS @
RE-ENTRANT CORNER
" W "
CONTRACTION JT AREAS SHOULD
BE SQUARE OR RECTANGULAR,
NOT "L" OR "T" SHAPED.
CONTROL JOINT
18" THK SAW-CUT OR
PREMOLDED INSERT
SL
A
B
D
E
P
T
H
,
"
t
"
CONSTRUCTION JOINT (TYPICAL)
18" THK SAW-CUT
SL
A
B
D
E
P
T
H
,
"
t
"
"t
"
/
4
3 4"
"
t
"
/
4
"
t
"
/
2
1
3
ISOLATION JOINT
ISOLATION JT
NOTES:
1.IF SAW CUT CONTRACTION OR CONTROL JOINT IS USED, SAW-CUT WITHIN 24 HOURS. EARLY ENTRY SAWS MAY
BE USED WITHIN 1-4 HOURS OF POUR, AND CONVENTIONAL SAWS 4-12 HOURS OF POUR DEPENDING ON WEATHER.
2.FILL CONTRACTION JOINT WITH AN ELASTOMERIC JOINT COMPOUND RATED FOR ITS USE. FOR INDUSTRIAL
FLOORS SUBJECTED TO HARD WHEELED TRAFFIC, USE SEALANTS RATED FOR SUCH APPLICATIONS BY THE
MANUFACTURER.
3.DOWELS IN INDUSTRIAL FLOOR APPLICATIONS SHOULD BE SMOOTH ALIGNED, AND SUPPORTED SO THEY WILL
REMAIN PARALLEL IN BOTH HORIZONTAL AND VERTICAL PLANES DURING PLACING AND FINISHING.
4.IN STEEL AND/OR CONC. BUILDINGS DO NOT POUR DIAMOND UNTIL STRUCTURAL STEEL AND CONCRETE ABOVE
HAS BEEN INSTALLED.
COLUMN ISOLATION JOINT WALL PER PLAN
ELASTOMERIC
JT SEALANT
PRE-FORMED JT FILLER
CONC REINF
PER PLAN
SLAB SUBGRADE
PREP PER 53/-SLAB SUBGRADE
PREP PER 53/-
ISOLATION JT AROUND
EQUIPMENT FOUNDATIONS
CONTRACTION OR
CONSTRUCTION JT COL PER PLAN
BASE PL, WO
FILL AROUND COL
AFTER FLOOR IS CAST
CONC REINF
PER PLAN
℄ COL
"
t
"
/
4
SLAB ON GRADE JOINTS
0256-03-CU20 - S302 NTS
BOT OF FTG
EL = PER PLAN
"ls' LAP SPLICE
TYP
PIPE Ø
TOP REINF PER PLAN & TYP DETAILS
12"12"
FT
G
D
E
P
T
H
PE
R
P
L
A
N
PI
P
E
Ø
+
4
"
3"
CL
R
2
1
6"
M
I
N
"d/3
"
M
A
X
S
L
E
E
V
E
O
P
N
G
'
S
S
H
A
L
L
ON
L
Y
O
C
C
U
R
I
N
M
I
D
D
L
E
T
H
I
R
D
"d/3
"
"d"
@
P
E
N
E
T
R
A
T
I
O
N
6"
M
I
N
"d/3
"
BOT REINF PER PLAN &
TYP DETAILS
DOWELS TO MATCH
TYP REINF SIZE & SPCG
PIPE SLEEVE, SLEEVE SHALL BE (2) SIZES
LARGER THAN PIPE Ø
SLEEVE THROUGH FOUNDATION (SLAB TURN-DOWN)
0256-03-CU20 - S302 NTS
1
SE
E
P
L
A
N
6"
M
A
X
SLAB SUBGRADE PREP
PER DETAIL 53/-
12"
3
1"
C
L
R
TH
I
C
K
N
E
S
S
P
E
R
P
L
A
N
CONC REINF
PER PLAN
T.O. SLAB
EL = PER PLAN
CONC #4 @ STEP
SLAB ON GRADE DEPRESSION
0256-03-CU20 - S302 - 23 NTS
LAP SPLICE, TYP
SE
E
P
L
A
N
1'
-
0
"
M
A
X
1'-0"
LAP SPLICE, TYP
2
1
0"
DOWELS TO MATCH
SIZE & SPCG
STD HOOK
#4 NOSING BAR
STEP, WO
#4 BARS @ 18" OC (2 MIN PER STEP)
ALTERNATIVELY, BARS MAY BE EPOXIED W/
SIMP SET-XP (ICC-ESR 2508) W/ 2" EMBED
CURB, WO, W/ #4 @18" OC
(VERT) & # 4 @ TOP (HORIZ)
SOG PER PLAN
STEP IN CONCRETE SLAB ON GRADE
0256-03-CU20 - S302 - 32 NTS
1'-6"
MIN
9"
FTG
PIPE
BACKFILL
PER SPECS
TRENCH EXCAVATION,
TYP
2
1
PIPE
BOT OF TRENCH EXCAVATION SHALL
NOT EXTEND BELOW THIS LINE UNLESS
APPROVED BY THE GEOTECHNICAL
ENGINEER
GRADE
NOTES:
1.CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS
WITH BUILDING FOUNDATION REQUIREMENTS.
2.IF REQUIREMENTS AS SHOWN CANNOT BE MET STEP
FOOTING PER TYPICAL "STEPPED FOOTING" DETAILS
PIPES PARALLEL TO FOOTINGS
0256-03-CU20 - S302 - 33 NTS
34
S-301
33
S-301
PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL
0256-03-CU20 - S302 - 41 NTS
3'
-
0
"
M
A
X
(S
E
E
N
O
T
E
#
1
)
4"
MI
N
6"
M
I
N
1'-6" MIN
SLEEVE
3D MIN
"D"
Ø OF SLEEVE
STEM WALL
FO
O
T
I
N
G
NO
P
I
P
E
S
P
E
R
M
I
T
T
E
D
I
N
T
H
I
S
A
R
E
A
ELEVATIONSECTION
NOTES:
1.FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2.CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.
3.TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING
FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
4.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
5.CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.
2"
SLEEVE 2" LARGER
THAN OD OF PIPE
(SEE NOTE #4)
PIPES PERPENDICULAR TO FOOTINGS
0256-03-CU20 - S302 - 42 NTS
3'
-
0
"
M
A
X
(S
E
E
N
O
T
E
#
1
)
4"
M
I
N
6"
M
I
N
1'-6" MIN
SLEEVE
3D MIN
D
Ø OF SLEEVE
SOG PER PLANSOG PER PLAN
FO
O
T
I
N
G
FO
R
P
I
P
E
S
I
N
T
H
I
S
A
R
E
A
S
E
E
D
E
T
A
I
L
32
/
S
-
3
0
1
ELEVATIONSECTION
NOTES:
1.FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2.TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING
FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
3.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
4.CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.
STEM WALL
WIDEN FTG FOR VERT
PIPE & CONDUIT
PENETRATION
CONC OR SLURRY
PER 52/- OR 53/-
9"
M
I
N
TY
P
D,
Ø
OF
S
L
E
E
V
E
3
x
D
TY
P
SL
E
E
V
E
2
"
L
A
R
G
E
R
TH
A
N
O
D
O
F
P
I
P
E
(S
E
E
N
O
T
E
1
)
#4 T&B
24
24
6"
MIN
NOTES:
1.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU
OF SLEEVING.
2.CONDUIT MAY BE ROUTED UP THROUGH FOOTING
WITHOUT SLEEVES OR FOAM WRAP.
A
ELEVATION
A PLAN
TYPICAL VERT PIPES OR COND THROUGH FOOTING
0256-03-CU20 - S302 - 43 NTS
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
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I
O
N
P
L
A
Z
A
R
E
S
T
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O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-302
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05.14.2024
SCREEN SUPPORT
0256-03-CU20 - S303 - 41 1-1/2" = 1'-0"
CORNER CONN PER 43/S-411
STL FRMG PER PLAN
STL FRMG PER PLAN
STL COL PER PLAN
3 16
CAP PL 6x6x14
CORNER CONN PER 43/S-411
STL FRMG PER PLAN
STL FRMG PER PLAN
STL COL PER PLAN
3 16
HSS HEADER TO COLUMN
0256-03-CU20 - S303 - 31 1" = 1'-0"
3x3 x 14" PL W/ 12" Ø A307 BOLT
IN 9 16" x 112" SLOT VERT IN ONE
PL HORI IN OTHER PL
HSS BM PER PLAN
HSS COL
PER PLAN
END PL 6x2x14"3 16
LA
P
S
P
L
I
C
E
EQ.EQ.
WIDTH "W"
PER PLAN
CMU WALL PER PLAN
STIRRUPS
PER PLAN
TOP LONGITUDINAL "L"
ADD BARS PER PLAN
(WHERE OCCURS)
BOT LONGITUDINAL
"L" BARS PER PLAN
DOWEL TO MATCH VERT WALL REINF
FTG PER PLAN
2"
CL
R
3"
CL
R
2" CLR IF FORMED
3" CLR IF CAST AGAINST
EARTH, TYP
0"
TH
I
C
K
N
E
S
S
"
T
"
PE
R
P
L
A
N
FINISH GRADE
(EXT SLAB, WO)
NOTE: CONTRACTOR TO COORD
T.O.F. SUCH THAT CMU COURSING
CORRESPONDS W/ FINISH FLOOR.
BLOCK LAYOUT TO BE INCLUDED
IN MASONRY SUBMITTALS.
LAP SPLICE
ROUGHEN JOINT TO 1 4" AMPLITUDE
SOG PER PLAN
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
8" CMU EXTERIOR WALL FOUNDATION
0256-03-CU20 - S303 - 11 3/4" = 1'-0"
MI
N
E
M
B
E
D
B
E
L
FI
N
I
S
H
G
R
A
D
E
P
E
R
P
L
A
N
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
SOG PER PLAN
CMU WALL PER PLAN
FTG PER PLAN
LAP SPLICE
SOG PER PLAN
SEE DETAIL
FOR INFO
NOT SHOWN
11
-
8" CMU INTERIOR WALL FOUNDATION
0256-03-CU20 - S303 - 12 3/4" = 1'-0"
#5 @ 16" OC VERT
#5 @ 16" OC HORIZ
WIDTH "W"
PER PLAN
CMU WALL BEYOND
FINISH GRADE
(EXT SLAB, WO)
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
FTG PER PLAN
EXTEND SLAB, WO
SEE DETAIL
FOR INFO
NOT SHOWN
11
-
OPENING @ CMU WALL FOUNDATION
0256-03-CU20 - S303 - 13 3/4" = 1'-0"
FF
PER ARCH
PE
R
P
L
A
N
CURB, WO
LAP SPLICE
CMU WALL PER PLAN
FTG PER PLAN
SEE DETAIL
FOR INFO
NOT SHOWN
11
-
8" CMU EXTERIOR WALL FOUNDATION
0256-03-CU20 - S303 - 21 3/4" = 1'-0"
SOG PER PLAN
ADDL #4 CONT @
16" OC, WHERE
FTG IS DEEPENED
BRICK LEDGE,
WIDTH PER ARCH
#4 VERT @ 12" OC
W/ HOOK @ FTG
MTL STUD FURRING
WALL PER ARCH
CONT #4 @ TOP
OF CURB
SEE DETAIL
FOR INFO
NOT SHOWN
11
-
DEEPENED FOOTING @ 8" CMU EXTERIOR WALL
0256-03-CU20 - S303 - 22 3/4" = 1'-0"
CMU WALL PER PLAN
DOWEL TO MATCH
VERT WALL REINF
FTG PER PLAN
FINISH GRADE
(EXT SLAB, WO)
ROUGHEN JOINT TO
14" AMPLITUDE
SOG PER PLAN
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
FTG & REINF PER PLAN HOOPS PER PLAN
VAPOR BARRIER. TERMINATE AT
THE TOP OF THE FOOTING OF A
TWO POUR INSTALLATION, TYP
NOTE:
SLAB REINF NOT
SHOWN FOR CLARITY
TIE BEAM
0256-03-CU20 - S303 - 32 1" = 1'-0"
BA
PROVIDE STEGO CRETE CLAW
TAPE OR APPROVED EQUAL PER
MFR. INSTALLATION INSTRUCTIONS.
GRADE BM PER
PLAN & REINF
PER PLAN
TH
I
C
K
N
E
S
S
P
E
R
P
L
A
N
DE
P
T
H
P
E
R
P
L
A
N
WIDTH PER PLAN
3" CLR
TYP
FINISH GRADE
OR FLATWORK
SOG PER PLAN
FTG PER PLAN
ADDL #4 IF CURB HT EXCEEDS 6"
STD HOOK
CU
R
B
H
E
I
G
H
T
PE
R
A
R
C
H
#4 @ TOP
#4 @ 18" OC
EM
B
E
D
B
E
L
O
W
P
A
D
PE
R
P
L
A
N
"l
dh
"
FO
R
(
1
)
P
O
U
R
"l
dh
"
FO
R
(
2
)
P
O
U
R
WALL SHTG
PER ARCH
ES
WALL FOOTING WITH RAISED CURB
0256-03-CU20 - S303 - 33 1" = 1'-0"
STIRRUPS PER
FTG SCHED
METAL STUDS
PER ARCH
3 8" Ø X 6" AB W/ PL WASHER @
24" OC MAX & 8" MAX FROM
ENDS OF TRACK PER ARCH
PER PLAN
BRICK LEDGE, WO
PER ARCH
PER PLAN
3" CLR
TYP
3"
C
L
R
TY
P
BOT REINF PER PLAN
SOG PER PLAN
BOT OF FTG
EL = PER PLAN
EXPANSION JOINT
TH
K
"
D
"
P
E
R
P
L
A
N
LINE OF CONT
FTG BEYOND
TOP REINF PER
PLAN, WO
EXTEND CONT FTG
REINF THRU PAD FTG
COLD JOINT, CLEAN &
ROUGHEN SURFACE
TO 14" AMPLITUDE
STL COL PER PLAN
3" MIN CONC COVER
AROUND BASE PL &
STL COL
EXT PAVING PER CIVIL
BASE PL OVER 1 12 " NON-SHRINK
GROUT, PER DETAIL 43/S-402
℄ COL &
STUDS
STEEL COL @ EXTERIOR FTG
0256-03-CU20 - S303 - 43 1" = 1'-0"
1'
-
0
"
EM
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CITY SPECIFICATION NO.
DATE:
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
02/21/2024
0256-03-CU20
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"d
b"
"6
d
b"
"D"
"6
d
b" *
"d
b"
"D"
135 HOOK 90 HOOK*
BAR SIZE D
#3 1 12"
#4 2"
#5 2 1 2"
OR 3" MIN
"ldh"
"d
b"
"d
b"
"4 db"
2 12" MIN
"D"
"D
"
"1
2
d
b"
"
l
h"
12"
MIN
BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db
HOOK DEVELOPMENT LENGTH
(SEE SCHED)
FACE OF
MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR
LAP SPLICE LENGTH (ls)
HOOK
DEVELOPMENT
LENGTH (le)
D ln
#3 2'-3"0'-5"2 14 5"
#4 3'-0"0'-7"3 8"
#5 3'-9"0'-9"3 3 4 10"
#6 4'-6"0'-10"4 12 1'-0"
#7 5'-3"0'-12"5 14 1'-2"
#8 6'-0"1'-1"6 1'-4"
#9 6'-9"1'-3"9 12 1'-7 12"
NOTES:
1.USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT SHOWN ON PLANS UNLESS
OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY
2.DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL
WEIGHT MASONRY
3.THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND DIMENSIONED ON THE
DRAWINGS
4.WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS
5.NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN
THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs
6.D = FINISHED INSIDE BEND DIAMETER
7.db = NOMINAL BAR DIAMETER
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
PER SCHED
MA
X
=
S
M
A
L
L
E
R
O
F
"ls"/
5
"
O
R
8
"
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
"d
b"
CL
E
A
R
SP
C
G
CL
E
A
R
SP
C
G
TYPICAL LAP SPLICES
STAGGERED SPLICING
FACE OF MASONRY
OR JT @ STD HOOK
2
12
TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED
0256-03-CU20 - S401 - 13 NTS
"H
"
(S
E
E
S
C
H
E
D
B
E
L
)
LA
P
S
P
L
I
C
E
(S
E
E
D
E
T
A
I
L
M-
T
Y
P
-
0
0
1
)
CLEAR SPAN
DEVELOPMENT LENGTH
(SEE DETAIL M-TYP-001)
TOW
JAMB BARS
3"
CL
R
EXTEND JAMB BARS TO BOT OF FTG
& PROVIDE STD 90° HOOK
EXTEND JAMB BARS FLR TO FLR OR FLR TO ROOF
WHERE OPNG EXCEEDS 4'-0" IN WIDTH FOR ALL
OTHER CONDITIONS (EXTEND BAR BEYOND EDGE
OF OPNG FULL DEVELOPMENT LENGTH OR 2'-0" MIN)
FOR TYP LINTEL REINF SEE DETAIL M-TYP-003
WHERE EXTENSION OF FULL DEVELOPMENT
LENGTH OF LINTEL & SILL REINF BEYOND EDGE
OF OPNG IS NOT POSSIBLE, PROVIDE MIN
HOOKED DEVELOPMENT LENGTH PER M-TYP-001
EDGE OF WALL
BOT OF THK SLAB OR
CONT WALL FTG
WALL REINF ON RECT
PENETRATION PER
M-M-007
WALL REINF ON ROUND
PENETRATION PER
M-M-006
(2) TYP BARS @ JAMB & SILL
(2) #4 MIN
NOTES:
1.ALL CELLS SHALL BE GROUTED SOLID, UNO
2.WALL CONSTRUCTION SHALL BE RUNNING BOND ONLY
3.WALL THICKNESS PER PLAN
4.PROVIDE CMU LINTELS AT ALL CMU WALL OPENINGS, UNO
5.PRECAST CONCRETE LINTELS MAY BE USED WITH ARCHITECT'S & SEOR'S APPROVAL
6.ALL MASONRY OPENINGS SHALL BE SHORED UNTIL MASONRY HAS CURED FOR A MIN OF 72 HOURS
7.REFER TO ARCHITECTURAL & MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR SIZE & LOCATIONS OF
OPENINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY & PROPERLY SIZE ALL CMU WALL OPENINGS
8.HORIZ REINF SHALL BE PROVIDED WITHIN 16 INCHES OF THE TOP & BOT OF THE WALL
9.WALL OPENINGS SHALL NOT BE CLOSER THAN 24" FROM THE TOP OF THE EDGE IN ORDER TO ACCOMMODATE
THE WALL LINTEL
10.MIN SEPARATION BETWEEN OPENINGS SHALL ACCOMMODATE THE NUMBER OF ROWS OF JAMB BAR REINF
11.SEE GENERAL NOTES FOR MORE INFO
SEE SCHED BEL FOR
TYP WALL REINF
CMU WALL REINFORCING SCHEDULE
WALL THICKNESS
(NOMINAL)
BAR SIZE & SPACING EACH MAT
MAXIMUM
HEIGHTHORIZONTALVERTICALREMARKS
6"#4 @ 24" OC #4 @ 24" OC SINGLE MAT 12'-0"
8"#5 @ 24" OC #5 @ 24" OC SINGLE MAT 16'-8"
12"#5 @ 24" OC #5 @ 24" OC DOUBLE MAT 25'-0"
TYPICAL CMU WALL ELEVATION
0256-03-CU20 - S401 - 22 NTS
12" TYP FROM INSIDE
FACE OF CELL
TOP OF WALL
STD 90° HOOK TURN
INTO PLANE OF WALL
TYP HORIZ WALL
REINF PER SCHED
TYP VERT WALL
REINF PER SCHED
TYP HORIZ WALL
REINF PER SCHED
"U" BARS TO MATCH
VERT REINF, TYP
2 BARS AT TOP MIN
( (2) #4 MIN)
SINGLE MAT DOUBLE MAT
TYP REINF AT TOP OF WALL
0256-03-CU20 - S401 - 23 NTS
CONCRETE MASONRY WALL PIERS
0256-03-CU20 - S401 - 33 NTS
'T' TO LESS THAN 3x'T'
BL
O
C
K
T
H
I
C
K
N
E
S
S
'T
'
3T TO 5T
JAMB REINF
JAMB REINF
EA END
#3 TIES @ 8" OC
TIES SAME SIZE & SPACING
TO MATCH SPECIFIED REINF
NOTE:
TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL.
BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED
BL
O
C
K
T
H
I
C
K
N
E
S
S
'T
'
OPNG SHALL BE 12 BLK
MODULES IN WIDTH,
FULL BLK MODULES IN
HT (MAX OPNG 24" x
24" UNO)
STOP TYP WALL REINF
@ BLOCKOUT
UTILITY PER MEP DWGS
ROUND PENETRATIONS
SHALL BE CORED AFTER
WALL HAS BEEN
GROUTED (CORED
HOLE MUST LIE WITHIN
THIS AREA & BE
REINF AS SHOWN
CMU WALL PER PLAN
ADD VERT BARS EA
SIDE OF OPNG TO
MATCH TYP WALL BARS
((2) BARS @ WALLS W/
2 MATS OF REINF
ADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYP
WALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)
ROUND PENETRATION IN MASONRY
0256-03-CU20 - S401 - 41 NTS
TYP WALL REINF, WO
TYP WALL REINF, WO
OPNG SHALL BE 12 BLK
MODULES IN WIDTH,
FULL BLK MODULES IN
HT (MAX OPNG 24" x
24" UNO)
STOP TYP WALL REINF
@ BLOCKOUT
CMU WALL
PER PLAN
UTILITY PER
MEP DWGS
RECTANGULAR PENETRATION IN MASONRY
0256-03-CU20 - S401 - 42 NTS
ADD VERT BARS EA
SIDE OF OPNG TO
MATCH TYP WALL BARS
((2) BARS @ WALLS W/
2 MATS OF REINF
ADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYP
WALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)
TYP WALL REINF, WO
TYP WALL REINF, WO
MASONRY ANCHOR BOLT SCHEDULE
0256-03-CU20 - S401 - 43 NTS
MIN EMBED
1"
M
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AL
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D
ANCHOR BOLT
FACE OF MASONRY
BOLT SIZE MINIMUM
EMBEDMENT
12"4"
5 8"5"
3 4"6"
7 8"7"
1"8"
1 18"9"
1 14"10"
NOTES:
1.MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGE
DISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE.
2.PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN
THE TOP OF COLUMNS.
3.ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX
CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED.
MAX FOR 8"
MASONRY
MAX FOR 12"
MASONRY
1" CLR
MIN
CITY SPECIFICATION NO.
DATE:
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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TEMPLATE 18" THK,
SAME SIZE AS BASE PL
TOP OF FTG
TOP OF
BASE PL
ALT LOCATION
FOR TEMPLATE
BA
S
E
P
L
(
C
O
N
T
R
A
C
T
O
R
T
O
VE
R
I
F
Y
T
O
T
A
L
P
R
O
J
E
C
T
I
O
N
PR
I
O
R
T
O
F
T
G
P
O
U
R
)
3"
M
I
N
A
B
P
R
O
J
E
C
T
I
O
N
A
B
V
11
2"
M
I
N
,
2
"
M
A
X
NO
N
-
S
H
R
I
N
K
G
R
O
U
T
,
U
N
O
LEVELING
NUT
ANCHOR BOLT PROJECTION
0256-03-CU20 - S402 - 43 NTS
12"
1
2"
℄ STL COL
14"
CMU WALL
PER PLAN
BASE PL 14" W/ 5 8" Ø THR "CFL"
NELSON STUD (ICC-ESR 2856)
6"
M
I
N
EM
B
E
D
COL PER PLAN
END CONDITION
CORNER CONDITION
CMU WALL
PER PLAN
112" CLR
TYP
12"
12"
8"3 12"
3
1
2"
11
2"
C
L
R
TY
P
4" MIN
TYP
℄ OF WALL,
PL, HSS &
BOLTS
EQ
EQ
CENTER CONDITION
ELEVATION
11 2"
TYP
8"
12"
TY
P
CMU WALL
PER PLAN
4" MIN
TYP
EQ
EQ
11 2"
TYP
8"112"
TYP
℄ OF WALL,
PL, HSS &
BOLTS31
2"
312"
℄ HSS &
PL
312"
31
2"
℄ HSS &
PL
31
2"
31
2"
312"312"
8"
CMU WALL
PER PLAN
HSS @ CMU WALL
0256-03-CU20 - S402 - 13 1-1/2" = 1'-0"
NOTES:
1.TIES SHOWN AT LINTELS ARE IN ADDITION TO ALL TYP WALL REINF
2.LINTEL DESIGN IS BASED ON MEDIUM WT (124 PSF) MAX FULLY GROUTED CONC MASONRY CONSTRUCTION
3.WALL CONTROL JOINTS SHALL NOT OCCUR WITHIN DEVELOPMENT LENGTH OF LINTEL REINF
LI
N
T
E
L
D
E
P
T
H
(
D
)
PE
R
S
C
H
E
D
,
U
N
O
DOUBLE MATSINGLE MAT
TOW OPNG HORIZ
REINF PER SCHED
STD CMU LINTEL WALL
CELLS GROUTED SOLID &
LINTEL REINF PER SCHED
8" MIN
BRG
TYP JAMB REINF
PER ELEVATION
JAMB @ EDGE
OF OPNG
MATCH WALL LINTEL TIES TO
WALL REINF PER M-TYP-002
WALL REINF
PER SCHED
BOND BM UNIT
LINTEL REINF
PER SCHED
U-BEAM UNIT3"
CL
R
3"
CL
R
STD 90° HOOK
LA
P
S
P
L
I
C
E
TYPICAL CMU REINFORCEMENT SCHEDULE
TYPE MAX CLR SPAN (FT)D (IN)
SOLID-GROUTED MASONRY WALL LINTEL
REINFORCEMENT SCHEDULE WALL HORIZ
ABOVE LINTEL8" WALLS 12" WALLS
L1 5'-4"15 5 8"(2) #4 (2) #5 #4 @ 24" OC
L2 10"-8"15 5 8"(2) #4 (2) #5 #4 @ 24" OC
L3 12'-0"15 5 8"(2) #5 (2) #6 #4 @ 24" OC
L4 14'-0"15 5 8"(2) #5 (2) #6 #4 @ 24" OC
ELEVATION
TYPICAL CMU LINTEL DETAILS
0256-03-CU20 - S402 - 22 NTS
24
-
22
-
NOTE: MAX CONTROL JOINT SPACING = 20'-0" OC
32
-
34
-
CONTROL JT
HORIZ REINF PER
REINF SCHED OR
WALL ELEV
VERT REINF PER
REINF SCHED OR
WALL ELEV, TYP
CONTROL JOINT AT NON-SHEAR CMU WALL
0256-03-CU20 - S402 - 23 NTS
INTERSECTION
PLAN - DOUBLE MAT
CORNER/END
CORNER/END
STD 90° HOOK
& ALTERNATE
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK
(2) #5 VERT MIN
STD 90° HOOK
& ALTERNATE
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK
PROVIDE 180° HOOK
AT SHEAR WALL
(2) #5 VERT, MIN
PROVIDE 135° HOOK
AT SHEAR WALL
(2) #5 VERT MIN
STD 90° HOOK
(3) #5 VERT MIN
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK
BREAK SHELL FOR
FLOW OF GROUT
STD 90° HOOK
(2) #5 VERT MIN
STD 90° HOOK, TYP
OPEN END BLK
INTERSECTION
PLAN - SINGLE MAT
MASONRY WALL CORNER DETAIL
0256-03-CU20 - S402 - 42 NTS
CITY SPECIFICATION NO.
DATE:
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
02/21/2024
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TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
"d
2
"
25
2 1/2
LENGTH, FT
LENGTH / HEIGHT RATIO
MAXIMUM WALL PANEL DIMENSIONS
"d
1
"
"d1"SPAN < 6'-0""d2"SPAN > 6'-0""d2"
1/2 CONTROL
JT SPCG MAX
RECTANGULAR BUILDING PLAN
IRREGULAR BUILDING PLAN
ELEVATION
TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
RETAINING WALL
CONTROL JOINT CONTROL JOINT
NOTE:
1.THE CONTRACTOR SHALL SUBMIT THE INTENDED CONTROL JOINT LOCATIONS TO THE
SEOR FOR REVIEW AND APPROVAL.
1/2 CONTROL
JT SPCG MAX
TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
CONTROL JOINT
MASONRY CONTROL JOINT SPACING
0256-03-CU20 - S403 - 13 NTS
3 8"
MORTAR JT
RAKED 12" DEEP
VERT REINF PER
REINF SCHED
OR WALL ELEV
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
SINGLE MAT
50% OF HORIZ WALL REINF & ADDED REINF
SHOWN ON SECTIONS OR STRUCT WALL
ELEVATIONS SHALL BE CONTIOUS THRU CJ
CONTROL JOINT W/ CONT REINFORCEMENT
0256-03-CU20 - S403 - 31 NTS
VERT REINF PER
REINF SCHED
OR WALL ELEV
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT
BACKUP ROD
CAULKING
CONTROL JOINT
0256-03-CU20 - S403 - 32 NTS
3 8"
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS
GREASED OR WITH PLASTIC SLEEVE W/ SPCG
TO MATCH HORIZ REINF
MASONRY WALL
CAULKING SEALANT, CONT ES
ALT CONTROL JOINT W/ FLANGED NEOPRENE
0256-03-CU20 - S403 - 33 NTS
VERT REINF PER
REINF SCHED
OR WALL ELEV
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS
GREASED OR WITH PLASTIC SLEEVE W/ SPCG
TO MATCH HORIZ REINF
FLANGED NEOPRENE
CONTROL JT, CONT VERT
3 8"HORIZ REINF PER
REINF SCHED
OR WALL ELEV
VERT REINF PER REINF
SCHED OR WALL ELEV,
EA SIDE OF JT
MORTAR JOINT
RAKED 12" DEEP
12"
CL
R
50% OF HORIZ WALL REINF & ADDED REINF
SHOWN ON SECTIONS OR STRUCT WALL
ELEVATIONS SHALL BE CONTIOUS THRU CJ
DOUBLE MAT
CONTROL JOINT W/ CONT REINFORCEMENT
0256-03-CU20 - S403 - 41 NTS
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR
WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
3 8" TO 12"
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
12"
CL
R
BACKUP ROD
VERT REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JTCAULKING
CONTROL JOINT
0256-03-CU20 - S403 - 42 NTS
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR
WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
1
2"
CL
R
CAULKING
SEALANT, CONT ES
VERT REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT
FLANGED NEOPRENE
CONTROL JT, CONT VERT
ALT CONTROL JOINT W/ FLANGED NEOPRENE
0256-03-CU20 - S403 - 43 NTS
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR
WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
CITY SPECIFICATION NO.
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CEILING
16 GA STUDS @ 16" OC UNO
@ CABINETS OR EQUIP
4'-0" MAX16'-0" MAX
6"
MI
N 6"
MI
N
MTL STUD WALL FRMG - FULL HT
STL BM PER
PLAN, PARA
TO WALL,
WO
BOT OF SUPPORT
DUCT OPNG,
WO
13
S-062
31
S-062
31
S-062
54
-
23
S-062
33
S-062
43
S-062
52
-
14C
-
14B
-
14G
-
14A
-
14C
-
14G
-
14C
-
14D
-
14F
-
14E
-
14G
-
@ NON-BRG
WALL ONLY
14
S-062
@ NON-BRG
WALL ONLY
14B
-@ BRG
WALL
METAL STUD WALL FRAMING ELEVATION (BEARING & NON-BEARING)
0256-03-CU20 - S404 - 11 1/4" = 1'-0"
WALL STUD BRCG
WHERE REQD,
SEE DETAIL
MTL STUDS @ 16" OC, TYP,
SEE DETAIL
CABINETS
OR EQUIP
PROVIDE (1) BAY OF BLK EA SIDE OF
OPNGS TOP, BOT & MID-HEIGHT,
SEE DETAIL
STL BM PER PLAN PERP
TO WALL, WO,
SEE DETAIL
T.O. CONC SLAB OR
CONC CURB, WO
SILL, WO
LINE OF CONT BRIDGING
@ MID-HEIGHT OF WALL,
SEE DETAIL
BACKING FOR CABINETS OR
EQUIP ANCHORAGE, TYP,
SEE DETAIL
DBL STUDS (MIN) AT JAMBS OF ALL OPNGS TYP UNO
OR (1) 16 GA DIETRICH HDS PROVIDE (4) STUDS
AT JAMBS OF ADJ OPNGS OR (2) DIETRICH HDS
(AT OPNGS OVER 10'-0" WIDE PROVIDE
(2) DIETRICH HDS, MIN)
BOT TRACK
LINE OF LINTEL @
BEARING WALL,
WO
11
S-062
4'-0" MAX @ NON-BRG
(WHERE SPAN EXCEEDS 4'-0",
PROVIDE LINTEL IN LIEU OF
TRACK ABV PER 14B/- )
1/8 ES
1/8 ES
~3
1-18
12 GA x3" STRAP @ 2'-0" OC
ES W/ #10 SMS EA END
JAMB STUDS OR HDS
(3) #10 SMS EA END
PRICELESS
PRICE LESS CLIP
PER SCHED ABV
(2) #10 SMS BOT OF
PRO-X HDR TO CLIP
LINTEL
A LINTEL TO JAMB
1/81/81/8 1-12
@ WELDED
STUDS
TRACK PER PLAN W/ #10
SMS @ 12" OC EA FLANGE
12 GA x 3" STRAP @ 2'-0" OC
ES W/ #10 SMS EA END
(1) #10 SMS ES
JAMB STUDS OR HDS
(2) #10 SMS
16 GA CONT TRACK
CUT WEB @ FLANGES
& BEND WEB DOWN
1/8 ES
1/8
1/8
MTL STUDS
CONT BOT TRACK
#10 SMS EA FLANGE (2)
#10 SMS EA FLANGE @ HDS
AT SCREWABLE STUD
C TRACK TO JAMB D STUD TO TRACK
AT SCREWABLE STUD AT WELDED STUD
B HEADER SECTION
#10 SMS @ 12" OC
WALL STUDS
16 GA CONT TRACK
AT WELDED STUDAT SCREWABLE STUD
ES
FE GTYPICAL INTERSECTION TYPICAL CORNER MULTIPLE STUDS
STUD, TYP
OUTLINE OF WALL, TYP
#10 SMS @ 3'-0" OC
(PER NOTE 6)
1/81/81/8 1-18
1/81/81/8 1-18
@ WELDED STUDS
ONLY, TYP
STUD, TYP
OUTLINE OF
WALL, TYP
#10 SMS @ 3'-0" OC
(PER NOTE 6)
ADDL STUD @ OPNGS
GREATER THAN 4'-0"
DBL STUD OR (1)
DIETRICH HDS
SEE A FOR
FASTENING STUDS
OUTLINE OF
WALL, TYP
NOTES:
1.SEE METAL STUD AND TRACK SCHEDULES ON THIS SHEET FOR ADDITIONAL INFORMATION.
2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE OF STUDS.
3.ALL TOP AND BOTTOM TRACKS SHALL BE SAME GAUGE AS STUDS UNO.
4.ALL STUDS AT JAMBS OF DOOR AND WINDOW OPENINGS SHALL BE 16 GAUGE UNO.
5.WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE - SHEET STEEL, AWS D1.3 BY THE AMERICAN WELDING SOCIETY.
6.PROVIDE EITHER WELDED OR CREWED CONNECTIONS AT CONTRACTOR'S OPTION. OMIT SHEET METAL SCREWS AT WELDED STUD CONDITIONS.
TRACK PER PLAN W/ #10 SMS
EA FLANGE, EA STUD
@ WELDED STUDS
ONLY, TYP
METAL STUD WALL FRAMING
0256-03-CU20 - S404 - 13 NTS
STUD PER PLAN CONT, ES
OPTION 1
PRICELESS
HEADER
PRICELESS
CLIP
CLIP TO
JAMB
CLIP TO
HEADER
550HDR350-54 550HDR 350-54 (6) @10 SMS (6) #10 SMS
550HDR450-68 550HDR 450-54 (8) @10 SMS (6) #10 SMS
#10 SMS @ 12" OC #8 SMS @ 12" OC
PRICELESS HDR
PER PLAN
OPTION 2
WALL STUDS
WALL COVERING WO. WHERE WALL
COVERING OCCURS ONE SIDE,
STUD BRCG IS REQD ON OPP SIDE
DI
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A
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TO
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B
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N
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A
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A
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D
ON
M
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A
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A
C
K
S
C
H
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D
S
MTL STUD WALL
CL OF STUD
BRCG, TYP
12
S-062
STUD BRCG,
SEE
BOT OF SUPPORT
T.O. SUPPORT
WALL STUD BRACING LOCATION
0256-03-CU20 - S404 - 31 NTS
NOTES:
1.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE AND GAUGE OF STUDS.
2.DIMENSIONS, PROPERTIES AND TYPES NOTED ARE BASED ON METAL STUDS AND TRACKS
BY STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) ICBO NO 4943 UNO.
HDS STUD SCHEDULE
DEPTH GAUGE B A AREA
(IN2)I (IN4)S (IN3)
MAX SPACING
OF STUD
BRACING
3 5/8"16 3 1.0625"0.715 1.483 0.818 4'-0"
4"16 3 1.0625"0.736 1.869 0.934 4'-0"
6"16 3 2.25"0.984 4.856 1.619 4'-0"
8"16 3 2.25"1.097 9.843 2.461 4'-0"
DIETRICH HDS PER ICC ESR-2374
B
DE
P
T
H
O.
D
.
A TY
P
STUD SCHEDULE
DEPTH GAUGE B AREA
(IN2)I (IN4)S (IN3)
MAX
SPACING
OF STUD
BRACING
SSMA
DESIGNATOR
2 1/2"
20 1 5/8".223 .236 .188 4"-0"250S162-33
18 1 5/8".289 .302 .242 4'-0"250S162-43
16 1 5/8".358 .370 .296 4"-0"250S162-54
3 5/8"
20 1 5/8".262 .551 .304 4'-0"362S162-33
18 1 5/8".340 .710 .392 4"-0"362S162-43
16 1 5/8".422 .873 .482 4'-0"362S162-54
14 1 5/8".524 1.070 .590 4'-0"362S200-68
4"
20 1 5/8".275 .692 .346 4'-0"400S162-33
18 1 5/8".375 .892 .446 4"-0"400S162-43
16 1 5/8".443 1.098 .549 4'-0"400S162-54
5 1/2"
20 1 5/8".327 1.458 .530 4'-0"550S162-33
18 1 5/8".424 1.883 .685 4"-0"550S162-43
16 1 5/8".528 2.324 .845 4'-0"550S162-54
14 1 5/8".657 2.860 1.400 4'-0"550S162-68
6"
20 1 5/8".344 1.793 .598 4"-0"600S162-33
18 1 5/8".447 2.316 .772 4'-0"600S162-43
16 1 5/8".556 2.860 .953 4"-0"600S162-54
8"
20 1 5/8".413 3.582 .896 4'-0"800S162-33
16 1 5/8".670 5.736 1.434 4"-0"800S162-54
14 2"0.907 8.140 2.035 4'-0"800S200-68
10"16 2".839 11.278 2.256 4"-0"250S200-54
12"14 2"1.192 21.947 3.658 4'-0"1200S200-68
B
DE
P
T
H
O.
D
.
PRO-X SCHEUDLE
WIDTH GAUGE B AREA
(IN2)I (IN4)S (IN3)PRO-X CLIP
3 5/8"16 4 1/4"0.786 1.182 0.445 362 CLIP-54
4"16 4 1/4"0.808 1.230 0.456 400 CLIP-54
6"16 4 1/4"0.921 1.452 0.504 600 CLIP-54
8"16 4 1/4"1.034 1.625 0.537 800 CLIP-54
BRADY PRO-X PER ICC ESR-1765
WIDTH
I.D.
B
TRACK SCHEDULE
DEPTH GAUGE B AREA
(IN2)I (IN4)S (IN3)SSMA
DESIGNATOR
2 1/2"
20 1 1/2".190 .221 .167 250T150-33
18 1 1/2".248 .289 .217 250T150-43
16 1 1/2".311 .368 .273 250T150-54
4"
20 1 1/2".242 .622 .300 400T150-33
18 1 1/2".315 .811 .390 400T150-43
16 1 1/2".396 1.025 .489 400T150-54
5 1/2"
20 1 1/2".294 1.295 .459 550T150-33
18 1 1/2".383 1.688 .596 550T150-43
16 1 1/2".480 2.128 .747 550T150-54
6"
20 1 1/2".311 1.590 .517 600T150-33
18 1 1/2".405 2.072 .673 600T150-43
16 1 1/2".509 2.611 .843 600T150-54
8"
20 1 1/2".380 3.180 .781 800T150-33
16 1 1/2".622 5.214 1.272 800T150-54
14 1 1/2".783 6.594 1.599 800T150-68
10"16 1 1/2".735 9.061 1.777 250T150-54
12"14 1 1/2"1.068 18.148 2.963 1200T150-68
DE
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METAL STUD SCHEDULE
0256-03-CU20 - S404 - 43 NTS
PRICELESS HEADER SCHEDULE
WIDTH GAUGE AREA
(IN2)I (IN4)S (IN3)SADDLE CLIP PART NO.
3 5/8"16 1.368 2.514 .907 362 C350-54 350HDR350-54
3 5/8"14 1.71 3.242 1.201 362C350-54 350HDR350-68
5 1/2"16 1.594 3.203 1.032 550C350-54 550HDR350-54
5 1/2"14 2.28 7.236 2.055 550C450-54 550HDR450-68
PRICELESS HEADER PER ER-0342
WIDTH
CITY SPECIFICATION NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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02/21/2024
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91439-01
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MTL STUDS PER PLAN
PIECE OF TRACK OR STUD
SAME GA AS STUDS
TYP, EA END 1/8 1
18 GA & HEAVIER STUDS
MTL STUD PER PLAN
PIECE OF TRACK OR STUD
SAME GA AS STUDS (CUT
WEB @ FLANGES & BEND UP)
(2) #8 SMS
20 GA & HEAVIER STUDS
METAL STUD BLOCKING
0256-03-CU20 - S405 - 11 NTS
20 GA x 1 18" CONT STRAP
W/ (1) #10 SMS SCREW
TO EA STUD
MTL STUD PER PLAN
SPLICE @ OF BLKG,
WHERE REQD
(8) #10 SMS
TO BLKG
STUD BLKG @ EA END OF
WALL & @ 8'-0" OC MAX
SEE DET 11
-
℄ OF
BRCG
℄
METAL STUD BRACING
0256-03-CU20 - S405 - 12 NTS
AT WELDED STUD
18"
TYP
BRIDGING CLIP @ EA STUD (2) #8 SMS, EA LEG
CONT 1 12" x 16 GAUGE
COLD ROLLED CHANNEL
MTL STUD
18"
TYP
BRIDGING CLIP @ EA STUD
CONT 1 12" x 16 GAUGE
COLD ROLLED CHANNEL
MTL STUD
1/8 1
AT SCREWABLE STUD
METAL STUD BRIDGING
0256-03-CU20 - S405 - 13 NTS
MTL STUD (VERT)
PER PLAN
#6 SCREWS, TYP
SLIPTRACK SYSTEMS 16 GA SLOTTED
SLIP TRACK OR APPRVD EQUAL
2
1
2
"
T
Y
P
5
8
"
T
Y
P
1
1
4
"
T
Y
P
SEE SCHED
1 4"
TYP
1"
TYP
SEE C
C ENLARGED ISOMETRIC VIEW
NTS
A ISOMETRIC VIEW
B SECTION VIEW
NON-BEARING METAL STUD TOP TRACK
0256-03-CU20 - S405 - 21 NTS
1
2"
CL
R
FACE OF CMU WALL
CEILING JST
PER SCHED
16 GA JST W/ 12" AB @
4'-0" OC & 1'0" MAX
FROM ENDS OF PIECE
BLKG @ 4'-0" OC @ PARA JSTS
OR CEILING JST, PER SCHED
#10 SMS EA FLANGE EA STUD
JST PARA TO
WALL, WO
MTL STUD WALL
PER PLAN
16 GA TRACK W/ (2) #10 SMS PER EA
4" STUD & (3) #10 SMS EA 6" STUD
20 GA CONT BLKG
16 GA TRACK W/ (2) #10
SMS EA FLANGE EA STUD
20 GA CONT BLKG
CEILING JST
PER SCHED
CEILING JOIST SCHEDULE
JOIST SIZE MAX SPAN
4" x 20 GA @ 16" OC 7'-6"
6" x 20 GA @ 16" OC 9'-0"
NOTE:
THIS DET IS INTENDED FOR CEILING JSTS THAT
SPAN FROM WALL TO WALL @ CONTRS OPTION
A AGAINST CMU WALL B AGAINST WALL
C ON T.O. WALL
NON-BRG MTL
STUD WALL
PER PLAN
CEILING JOIST SCHEDULE & DETAILS
0256-03-CU20 - S405 - 22 NTS
61
8"
4"
6
1
8"
4"
CONT BOT TRACK W/ HILTI DS (0.177" DIA) LOW VELOCITY FASTENER
(ICC ES ESR-1663) @ 2'-0" OC AND 6" MAX FROM ENDS (PROVIDE
FASTENERS @ 16" OC WHERE CABINETS OR EQUIP IS ANCH TO WALL)
1 7 16" MIN EMBED (2) FASTENERS MIN PER PIECE OF TRACK
DEPRESSED SLAB, WOCONC SOG
MTL STUD WALL
PER PLAN
CONT BOT TRACK W/ 3 8" HILTI KWIK BOLT
KB-TZ (ICC ES ESRI-11917) @ 2'-0" OC & 6"
MAX FROM ENDS 2 12" MIN EMBED (2) MIN
PER PIECE OF TRACK
DEPRESSED SLAB, WO
CONC SOG
MTL STUD WALL
PER PLAN
#4 CONT
#4 @ 18" OC
NOTE:
SHOT PINS NOT ALLOWED
IN CURBS OR SLAB EDGES
B AT CURB ON SOG
A AT SOG
NON-BEARING METAL STUD BOTTOM
0256-03-CU20 - S405 - 23 NTS
℄ STL BM
EQ
1
2"
CL
R
EQ
8"
MAX
CONT NON-BRG
SLIP TRACK SEE DET
1 12" COLD ROLLED
CHANNEL @ 4'-0" OC
(2) #10 SMS @
EA CHANNEL
MTL STUD WALL
PER PLAN
1/8 1
B PARA TO STEEL BEAMAPERP TO STEEL BEAM
STL BMNON-BRG
SLIP TRACK
MTL STUD BLKG,
SEE DET
PROVIDE STUD
BRCG (2) BAYS
EA SIDE OF BM,
SEE DET
11
-
12
-
21
-
NON-BRG METAL STUD TOP @ STL BM (FULL HEIGHT WALL)
0256-03-CU20 - S405 - 31 NTS
MTL STUD WALL
PER PLAN
SHTG PER PLAN
& SCHED
B PERP TO JSTS
A PARA TO JSTS
CONT NON-BRG SLIP
TRACK PER DET 21
-
SHTG PER PLAN
& SCHED
NON-BEARING PARTITION TOP CONNECTION
0256-03-CU20 - S405 - 33 NTS
CONT NON-BRG SLIP
TRACK PER DET 21
-
BS ALONG BLKG
(N) OR (E)
MTL JST
(2) #10 SMS EA BLK
16GA MTL BLKG
@ 48" OC
(N) OR (E)
MTL JST
(2) #10 SMS EA JST
MTL STUD WALL
PER PLAN
MTL STUD WALL
PER PLAN
B PERP TO JSTS
A PARA TO JSTS
CONT NON-BRG SLIP
TRACK PER DET 21
-
NON-BEARING PARTITION TOP CONNECTION
0256-03-CU20 - S405 - 43 NTS
(N) OR (E)
MTL JST
(2) #10 SMS EA BLK
16GA MTL BLKG
@ 48" OC, CLIP
FLG & WEB AS
REQ'D @ JST
FLG (DEPTH TO
MATCH JST)
(N) OR (E)
MTL JST
(2) #10 SMS EA JST
MTL STUD WALL
PER PLAN
CONT NON-BRG SLIP
TRACK PER DET 21
-
CITY SPECIFICATION NO.
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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M. DOREMUS
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02/21/2024
0256-03-CU20
91439-01
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NOTES:
1.MINIMUM EDGE DISTANCE FOR FASTENERS SHALL BE 3 8" FROM SHEATHING EDGE AND 14" FROM MEMBER EDGE.
DIAPHRAGM SCHEDULE
TYPE SHEATHING PANEL GAGE BLOCKING SCREWS BOUNDARY SCREWS
(BS)
EDGE SCREWS AT
CONT. PANEL EDGES
(ES)
EDGE SCREWS AT
OTHER PANEL EDGES
(ES)
FIELD SCREWS (FS)PANEL EDGE SUPPORT OR NOMINAL
MEMBER WIDTH AT PANEL EDGES
LINES OF
FASTENERS
A SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8"6 6 6 6 BLOCKING 1
B SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8"4 4 4 6 BLOCKING 1
C SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8"2 2 2 6 BLOCKING 1
STAGGER
PANEL JT
CONT PANEL JTPANEL END EDGE SCREWING (BS)
PER SCHED
FRMG PER
PLAN
BOUNDARY SCREWING (BS) PER SCHED
STAGGER NAILING AT PANEL JT
SC
R
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@
PA
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PA
N
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PE
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"
M
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N
E
L
W
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H
BLKG AT PANEL JT(S)
FULL HT BLKG AT RIM JST
PER WALL DETAILS
CONT RIM JST PER
WALL DETAILS
FIELD SCREWING (FS)
PER SCHED
STRENGTH AXIS ORIENTED PERP TO SUPPORTS
SHTG PER SCHED
(2) JST BAYS MIN
NOMINAL MEMBER WIDTH AT PANEL
EDGES & BOUNDARIES PER SCHED
-
13
SURE-BOARD PLYWOOD DIAPHRAGM SHEATHING
0256-03-CU20 - S406 - 12 NTS
GAP PER
DETAIL 12/-DIAPH BS PER
PLAN & SCHED
350 T 150-43 FLAT
BLKG, WHERE
SPECIFIED
SHTG PER PLAN &
DETAIL 12/-
MTL JST PER PLAN, TYP
SECTION
GAP PER
DETAIL 12/-H-CLIPSHTG PER PLAN &
DETAIL 12/-
H-CLIP WHERE SPECIFIED
A
FLAT BLKG WHERE SPECIFIED A
DIAPHRAGM PANEL JOINTS
0256-03-CU20 - S406 - 13 NTS
SIMP "S/HJCT"
JST HGR, TYP
DBL JST
OPNG "D
"
FOR "D" = 2'-8" MAX,
USE (2) JOISTS
FOR "D" = 4'-0" MAX,
USE (3) JOISTS
NOTE:
FOR LARGER OPENINGS REFER TO FRAMING PLANS.
SIMP "ST12" CENTERED
ON JST, TYP
ES AROUND
OPNG, TYP
SIMP "ST12" CENTERED
ON MULTIPLE JST, TYP
MULTIPLE JST EA SIDE OF
OPENING
ES ALONG BLKG & JST
FOR A DISTANCE OF 2'-0"
@ EA CORNER OF OPNG
350T 150-43
FLAT BLKG,
TYP
OPENING AT FRAMING
0256-03-CU20 - S406 - 23 NTS or 1" = 1'-0"
EQ EQ
4x8 BLKG W/ SIMP
"HU" HGR EA END
∠ 3x3x 3 8" W/
(2) 5 8" Ø BOLTS
112"3"112"SHTG PER PLAN
& SCHED
112"
13 4"
∠ SEE DETAIL
B BELOW
JST PER
PLAN
A HANGER @ SINGLE JOIST
B HANGER @BLKG
ES ALONG BLKG
ROD HGR (3 8"Ø MIN)
W/ NUT A&B ∠
ROD HGR (3 8"Ø MIN)
W/ NUT A&B ∠
JST PER
PLAN
SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'SJC8.25'
1000S162-54
HANGER @ BLKG
0256-03-CU20 - S406 - 31 NTS
100# MAX
100# MAX
SHTG PER PLAN
& SCHED
ROOF JST
PER PLAN
ROOF SHTG PER
PLAN & SCHED
BLKG SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'SJC10.25'
LINE OF
MECH UNIT
BLKG TO MATCH
DEPTH & GAGE
OF JOIST
ROOF JST
PER PLAN
OP
E
N
I
N
G
W
I
D
T
H
≤
(1
)
J
S
T
B
A
Y
SEE MECH DWGS FOR ANCHORAGE
(MIN 3 8" Ø BOLTS TO BLKG EA CORNER)A
A OPENING ≤(1) JST BAY
OPENING ≤ (1) JST BAY
0256-03-CU20 - S406 - 33 NTS
SHTG PER PLAN
& SCHED
B DIAG BRACE @ BLKG
SHTG PER
PLAN & SCHED
ROOF JST PER
PLAN
UNISTRUT P1000 DIAG BRACE
W/ (2)12" Ø MB TO HINGE
CONNECTOR (ALT: CABLE
BRACE WO, PER MECH)UNISTRUT P1354A HINGE CONNECTOR
W/ 3 8" Ø MB TO JST (ALT: UNISTRUT SPF
400 OR LS 500 @ CABLE BRACE WO,
PER MECH)
A DIAG BRACE @ SINGLE JST
1
1
ROOF JST
PER PLAN
1000S162-54 BLKG
SIMP 'L50' CLIP @
BACK OF JST
2"
MA
X
ES ALONG BLKG
UNISTRUT P1000 DIAG
BRACE W/ (2) 12"Ø
THRU-BOLTS TO BLKG
1
1
3"
1
1 2
"
SIMP 'SJC 8.25'
2"
MA
X
UNISTRUT DIAG BRACE TOP CONNECTION
0256-03-CU20 - S406 - 41 NTS
BLOCKING PANELS
METAL BRIDGING
JST PER PLAN
SHTG PER PLAN
& SCHED
FASTENING @ BOT OF JST
SHALL BE DONE AFTER
ROOFING INSTALLATION
SIMP 'LTB' METAL BRIDGING W/ (2) #10
SMS EA END @ 12'-0" OC OR MID SPAN,
WHICHEVER IS LESS (METAL PIECES SHALL
NOT TOUCH)
JOIST BRIDGING & BLOCKING
0256-03-CU20 - S406 - 42 NTS
JST PER PLAN
SHTG PER PLAN
& SCHED
CONT 20 GA MTL BLKG PANELS
W/ DEPTH TO MATCH JST @ 12'-0"
OC OR MID-SPAN, WHICHEVER IS
LESS
SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'FC' CLIP
@ JST CAVITY
SHTG PER
PLAN & SCHED
SEE MECH DWGS FOR
ANCHORAGE (MIN 3 8"Ø
BOLTS @ 12" OC, MIN (2)
BOLTS EA SIDE
DBL JST
PER PLAN
EN ALONG BLKG
CURB PER MECH
LINE OF MECH UNIT
EQUIPMENT SUPPORT PARA JOIST
0256-03-CU20 - S406 - 43 NTS
JST PER PLAN
#10 SMS @ 12" OC IN (3)
ROWS STGR, FULL LENGTH
SIMP 'SJC10.25
@ EA RND
BLKG AS REQD FOR ADDL
CURB ATTACHMENT, MATCH
DEPTH & GAGE OF JST
ADDL JST WHERE
BLKG OCCURS
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
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L
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:
SH
E
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I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
Z
A
R
E
S
T
R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-406
TY
P
I
C
A
L
S
T
E
E
L
D
E
T
A
I
L
S
31
12
13233343
41
42
MI
S
S
I
O
N
P
L
A
Z
A
EN
H
A
N
C
E
M
E
N
T
S
05.14.2024
WEB STIFFENER
0256-03-CU20 - S407 - 12 NTS
(2) #10 SMS SCREWS THRU WEB OF
RIM TO WEB STIFFENER FLANGE
WEB STIFFENER AT RIM TRACK
(3) #10 SMS SCREWS
TO JST WEB, TYP
3 12" CLARK DIETRICH "QUICK TWIST"
WEB STIFFENER
WEB STIFFENER INSTALLATION WEB STIFFENER AT JOIST LAP
WEB STIFFENER AT BEARING POINT
(3) #10 SMS, TYP
6" x 16 GA CONT NOTCHED TRACK
ANCH BCKG TO (3) STUDS MIN
MTL STUD PER PLAN
NOTE:
USE #10 SMS WHEN ATTACHING
TIES TO BACKING, UNO
BACKING AT METAL STUDS
0256-03-CU20 - S407 - 13 NTS
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
Z
A
R
E
S
T
R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-407
TY
P
I
C
A
L
S
T
E
E
L
D
E
T
A
I
L
S
2131
122232
13233343
41
42
MI
S
S
I
O
N
P
L
A
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A
EN
H
A
N
C
E
M
E
N
T
S
05.14.2024
HSS BM TO CMU WALL
0256-03-CU20 - S411 - 21 1-1/2" = 1'-0"
CMU WALL PER PLAN
NOTCH CMU FOR HSS
6"
M
I
N
EM
B
E
D
7"x3" BENT PL 3 16 ES OF HSS W/ 5 8"
Ø HEAD AB W/ LEVELING NUTS
TO CMU BEYOND
HSS HIP BM
1"
MA
X
1" NON-SHRINK GROUT
31
S-411
3 16
3 SIDES
HSS BM TO CMU WALL
0256-03-CU20 - S411 - 31 1-1/2" = 1'-0"
CMU WALL
HSS HIP BM
END PL 3 16"
18
PJP ( 14 )
A CORNER INTERSECTION
B 'T' INTERSECTION
14 HSS PER PLAN
HSS PER PLAN
HSS PER PLAN
HSS PER PLAN
HSS TO HSS CONNECTION
0256-03-CU20 - S411 - 43 NTS
KIOSK BEAM @PEAK
0256-03-CU20 - S411 - 33 1" = 1'-0"
HSS 6x4
PER PLAN
TYP
B
A
B
AB
A
B
A
3 16"
TYP B TO
A BM
CP-TYP A
BM T&B
3 16"
TYP A TO
A BM
3 16"
TYP B TO
A BM
CAP FOR FINIAL
PER ARCH
RESTROOM JOIST TO WALL
0256-03-CU20 - S411 - 41 1" = 1'-0"
CMU WALL PER PLAN
PL 12" x 712" CONT W/ 5 8" Ø HEADED BOLT
CENTERED BTWN JSTS & @ 12" MAX FROM
ENDS OF PL
6"
M
I
N
EM
B
E
D
PUNCH OUT
4"4"
STIFF CLIP LB8000 W/ (4) #8 SELF TAPPING
SCREWS TO MLT JOIST & WALL PL
2"
TYP
1'-4" M
I
N
TO PU
N
C
H
O
U
T
18 GA BENT PL CONT W/ #8
SELF TAPPING SCREWS @ 6"
OC TO WALL PL
BS
6 x 8.2
CONT
4 x 5.4 @ 4'-0" OC &
2'-0" FROM EA CORNER
3 16"
CP
5"
EMBED
6 x 8.2 W/ 5 8" Ø
HEADED BOLTS
℄ 4 & CMU
JOINT OR WEB
DOWNSPOUT PER ARCH
WO - NOTCH C6 FLANGES
4" MAX HORIZ
RESTROOM HIP TO SUPPORT BEAMS
0256-03-CU20 - S411 - 42 1" = 1'-0"
HSS 10x4x 3 16
3 16"
HSS 8x4x 3 16 HIP ALIGN BOT
OF HSS6 W/ BOT OF HSS10
T&B
TYP
12"
GAP
HSS HORIZ
PER ELEV316
HSS COL
PER PLAN
L3 x 3 x 14" x 0'-3"
T&B
L3 x 3 x 14" x 0'-3"
T&B
TYP14
14
HSS HORIZ TO HSS COL
0256-03-CU20 - S411 - 23 NTS
TYP
HSS PER PLAN
HSS PER PLAN
1 4" CAP PL
HSS COL TO HSS BEAM
0256-03-CU20 - S411 - 32 NTS
HEADER AT STUD WALL
0256-03-CU20 - S411 - 22 1" = 1'-0"
SILL SCREWS PER
SW SCHED
HSS BM
PER PLAN
WALL SHTG
PER PLAN
ES
WALL SHTG
PER PLAN
ES
(2) #10 SMS
@ 24" OC
HSS HEADER TO COLUMN
0256-03-CU20 - S411 - 11 1" = 1'-0"
TYP
12"
GAP
L3 x 3 x 14" x 0'-4" T&B
HSS HDR PER PLAN
MITER CUT ENDS TO
MATCH COL ANGLE
3 16
(N) HSS COL PER PLAN
℄ OF COL
℄ OF COL
CL OF COL
CO
L
W
I
D
T
H
+
1
"
(S
T
U
D
W
I
D
T
H
M
A
X
)
CO
L
W
I
D
T
H
+
1
"
(S
T
U
D
W
I
D
T
H
M
A
X
)
112"
112"
3"
TYP
3"112"112"
℄ STL COL
14" SMS @ 24"
OC STGR
3 8" CAP PL W/ 3 4" Ø BOLTS
14"
( 3 16 )
@ PL WIDTH
< COL WIDTH +1"
@ CORNER
LINE OF TOP PL
HSS COL TO TOP PLATE CONN
0256-03-CU20 - S411 - 12 1" = 1'-0"
STUD TRACK TO
MATCH ENDS
3"
STL COL PER PLAN
℄ STL COL
TRACK TOP
PL, WO
TOP PL PER PLAN
3 16
6"3"3"11 2"
TIE PL @ METAL
STUD TOP PL EA
SIDE, WO
TIE PL PER SCHED BELOW
FOR SIZE & BOLTS
TIE PLATE SCHEDULE
MARK TIE PLATE BOLTS REMARKS
A 1 4" x 4"(3) 3 4" Ø
B 1 4" x 5"(4) 3 4" Ø
C 3 8" x 5"(5) 3 4" Ø
TIE PLATE CONNECTION AND SCHEDULE
0256-03-CU20 - S411 - 13 1" = 1'-0"
12"
M
I
N
1"
M
A
X
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
Z
A
R
E
S
T
R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-411
ST
E
E
L
D
E
T
A
I
L
S
112131
122232
13233343
41
42
MI
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A
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A
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05.14.2024
PLAN VIEW CANOPY SUPPORT
0256-03-CU20 - S412 - 31 1-1/2" = 1'-0"
3 16
C4 TO C6
6 x 8.2
PER PLAN
6 x 8.2
PER PLAN
3 16
PLAN VIEW - HSS TO HSS
0256-03-CU20 - S412 - 21 NTS or 1-1/2" = 1'-0"
HSS 6x4 PER PLAN
END PL 3 16 x4"x6"HSS 6x2 PER PLAN
HSS COL BELOW
3 16
TYP
1 8
BM HSS TO HSS COL
0256-03-CU20 - S412 - 22 NTS or 1-1/2" = 1'-0"
HSS 6x4
6 x 8.2
CONT
4 x 5.4 PER PLAN
3 16"
CP
21
S-412
HSS 6x2
HSS 4x4
3 16"
ADD 14 GA BREAK METAL PER 13/S-412
TO ALL HSS ROOF FRAMING TO MATCH
ROOF SLOPE
CANOPY SUPPORT
0256-03-CU20 - S412 - 23 NTS or 1-1/2" = 1'-0"
6 x 8.2
CONT
4 x 5.4 PER PLAN
3 16"
CP
HSS 4x4
HEADER
MTL JSTS TO HSS BM
0256-03-CU20 - S412 - 11 1" = 1'-0"
PUNCH OUT
1'-4" M
I
N
T
Y
P
TO PU
N
C
H
O
U
T
EDGE SCREWS PER 12/S-406
SHIM @ SLOPED SURE-BOARD
HSS PER
PLAN
SIMP 'L50' W/ (6) #12 SMS TO JST &
(6) #12 SELF TAPPING SCREWS TO
HSS TYP
MTL ROOF JSTS
PER PLAN
PLAN VIEW
0256-03-CU20 - S412 - 12 NTS or 1-1/2" = 1'-0"
6 PER PLAN
3 16
JSTS TO HSS BM
0256-03-CU20 - S412 - 13 1" = 1'-0"
EDGE SCREWS PER 12/S-406
SHIM @ SLOPED SURE-BOARD
HSS PER PLAN
SIMP 'L30' SKEWED W/ (2) #12 SMS
TO JST & (2) #12 SELF TAPPING
SCREWS TO HSS TYP
MTL JSTS
PER PLAN
SURE-BOARD
14 GA SHAPED BREAK MTL EA SIDE
OF RIDGE - TACK WELD MIN 1"/FT
EA LEG
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
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SH
E
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
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A
R
E
S
T
R
O
O
M
&
C
A
F
E
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-412
ST
E
E
L
D
E
T
A
I
L
S
112131
122232
13233343
41
42
MI
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05.14.2024
E-001
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
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T
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E
:
SH
E
E
T
T
I
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
Z
A
R
E
S
T
R
O
O
M
&
K
I
O
S
K
AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
TR
CJ
F
e
b
1
6
,
2
0
2
4
-
1
:
5
8
p
m
-
C
R
e
y
e
s
-
K
:
\
E
N
G
\
2
0
2
0
\
2
0
-
8
1
7
0
\
2
0
-
8
1
7
0
_
E
-
0
0
1
_
G
E
N
E
R
A
L
N
O
T
E
S
,
L
E
G
E
N
D
S
,
A
N
D
A
B
B
R
E
V
I
A
T
I
O
N
S
.
d
w
g
EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
SURFACEMOUNT CABINET
FLUSHMOUNT CABINET
SURFACEMOUNT PANEL
FLUSHMOUNT PANEL
LCP LIGHTING CONTROL PANEL
DIMMER
3-WAY
4-WAY
DPST
DUPLEX- FLOOR OUTLET
GROUND FAULT CIRCUIT INTERRUPT
TV OUTLET-FLOORMOUNT
ABOVE-CLGMOUNT J-BOX
DROP CORD RECEPT
PHONE/DATA COMBO FLOOR OUTLET
PHONE/DATA COMBO OUTLET
DATA FLOOR OUTLET
TELEPHONE FLOOR OUTLET
JUNCTION BOX
TELEPHONE OUTLET
MISCELLANEOUS
CIRCUIT BREAKER
FUSIBLE SWITCH
SAFETY DISCONNECT
TELEVISION OUTLET
GROUND
DATA OUTLET
FLOORMOUNT 208V, 1Ø RECEPT
SINGLE RECEPT.
DUPLEX RECEPT.
DOUBLE DUPLEX
POWER/COMM.
DUPLEX- HALF SWITCHED
SPECIAL CONFIGURATION
NOTE: INTERPRET IN CONTEXT
SURFACE FLUOR.
SWITCHES
A
LETTER ADJACENT INDICATES
(ARROW INDICATES DIRECTION)
FIXTURE TYPE
SPST
RECESSED WALLMOUNT
EXIT LIGHT- CEILING
EXIT LIGHT- WALL
WALLPACK
PHASEØ
WALL SURFACEMOUNT LINEAR TYPE
UPLIGHT- FLUSH IN GRADE
POLE LIGHT- DECORATIVE
PENDANT LINEAR FLUOR.
UNDERCABINET LIGHT
TANDEM-WIRED LAMPS
BOLLARD
STRIP FIXTURE UON
DIRECTIONAL FLOOD
EMERGENCY FIXTURE
POLE LIGHT
TRACK LIGHT
J
TV
CJ
TV
GFI
J
LIGHT FIXTURES
LEGEND
CEILING SURFACEMOUNT
WALL SURFACEMOUNT
RECESSED DOWNLIGHT
RECESSED WALLWASH
RECESSED FLUOR.
PENDANT MOUNT
(E) POWER HOMERUN
INDICATES LINE CONTINUES
WIRE LINE- CONTINUES
CONDUIT STUB (W/MARKER)
VERTICAL CONDUIT RUN
FLEXIBLE CONNECTION
SURFACEMOUNT RACEWAY
CORD W/PLUG
LOW VOLTAGELV
CONDUIT SEAL
NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)
CONDUIT/WIRE
ISOLATED GROUND
EXISTING TO REMAIN
NEW
E
2
D
3
4
UNDERGROUND
NUMBERED SHEET NOTES: REFERS TO NOTES
ON SAME SHEET AS REFERENCE
DETAIL REFERENCE:
-DETAIL DESIGNATION
-SHEET NUMBER REFERENCE
CONVENTIONS
X
-
1
MOUNTED ABOVE COUNTER
MOUNTED ABOVE COUNTER*
PP NLIGHT POWER PACK
VACANCY SENSOROS
GENERAL NOTES
3103 FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V,
3 CURRENT CARRYING CONDUCTORS,
'CO14' INDICATES CONDUIT ONLY,
PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, QUANTITY (1) AND SIZE (4")
SPEAKER- CLG FLUSHMOUNTS
SOUND
VACANCY SENSOR WITH DIMMINGOSD
WIRELESS ACCESS POINT
WIFI
WI
A
V
AP
AUXILIARY/MICROPHONE
WALL FLUSHMOUNT
VOLUME CONTROL
WALL FLUSHMOUNT
WIRELESS SYSTEM-
WALL FLUSHMOUNT
ABBREVIATIONS
A AMPERE
AB AMP BREAKER
ABAND ABANDONED
ABV ABOVE
AC ALTERNATING CURRENT
AC-#AIR CONDITIONER
ADJ ADJACENT
AF AMP FUSE, AMP FRAME
AFF ABOVE FINISH FLOOR
AFG BOVE FINISH GRADE
AIC AMPERES INTERRUPTING
CAPACITY
Al ALUMINUM
AS AMP SWITCH RATING
ATS AUTOMATIC TIME SWITCH
ATS AUTOMATIC TRANSFER
SWITCH
AV AUDIBLE/AUDIO VISUAL
AWG AMERICAN WIRE GAGE
BFG BELOW FINISH GRADE
BIL BASIC IMPULSE LEVEL
BLDG BUILDING
C CONDUIT
-C-CATV CONDUIT
CAB'T CABINET
CATV CABLE TELEVISION
CB CIRCUIT BREAKER, CODE
BLUE
CBC CA. BUILDING CODE
CEC CA. ELECTRICAL CODE
CA. ENERGY COMMISSION
CF COMPACT FLUORESCENT
CFC CALIFORNIA FIRE CODE
CLG CEILING
CL CENTER LINE
CKT CIRCUIT
CNT'R CONTRACTOR
C.O.CONDUIT ONLY
(W/PULLROPE)
COND CONDUIT, CONDUCTOR
CR CRITICAL BRANCH
CSFM CALIFORNIA SFM
CT CURRENT TRANSFORMER
Cu COPPER
CU-#CONDENSING UNIT
D DEPTH
DC DIRECT CURRENT
DF DRINKING FOUNTAIN
DIA DIAMETER
DISC DISCONNECT
DIST DISTRIBUTION
DPST DOUBLE POLE SINGLE
THROW
DW DISHWASHER
EM EMERGENCY
(E)EXISTING
EA EACH
EB ELECTRONIC BALLAST
EC ELECTRICAL CONTRACTOR
EC-#EVAPORATIVE COOLER
EF-#EXHAUST FAN
EL EVENING LIGHT
ELEC ELECTRICAL
EM EMERG BATTERY BACKUP
EMERGENCY BALLAST
EMERG EMERGENCY
EOL END OF LINE
EQUIP'T EQUIPMENT
ES ENERGY SAVING
(EXN)(E) IN (N) LOCATION
(EXR)(E) TO BE (R)
EXT EXTERIOR
F FLUORESCENT
(F)FUTURE
F-#FURNACE
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FAT FIRE ALARM TERMINAL
FAU FORCED AIR UNIT
FBO FURNISHED BY OTHERS
FC-# FAN COIL
FLA FULL LOAD AMPS
FLR FLOOR
FLUOR FLUORESCENT
FS FUSIBLE SWITCH
FSAS FIRE STATION ALERTING
SYSTEM
FVNR FULL VOLTAGE
NON-REVERSING
G GROUNDING CONDUCTOR
GC GENERAL CONTRACTOR
GD GARBAGE DISPOSAL
GFCI GROUND FAULT CIRCUIT
INTERRUPTER
GFI GROUND FAULT CIRCUIT
INTERRUPTER
GND GROUND
GRS GALVANIZED RIGID STEEL
GWS GANG WITH SWITCH
H HEIGHT, HIGH
HACR HEATING, AC & REFRIG
HID HIGH INTENSITY DISCHARGE
HO HIGH OUTPUT
HOA HAND-OFF-AUTO
hp HORSEPOWER
HPF HIGH POWER FACTOR
HPS HIGH PRESSURE SODIUM
IC INTERCOM
ID IDENTIFICATION
IF INSIDE FROST
IG ISOLATED GROUND
J-BOX JUNCTION BOX
k QUANTITY 1000
kVA KILOVOLTAMPS
kW KILOWATT
LC LIGHTING CONTACTOR
LPS LOW PRESSURE SODIUM
LRA LOCKED ROTOR AMPS
LS LIFE SAFETY BRANCH
LT LIGHT
LTG LIGHTING
LV LOW VOLTAGE
MC MECHANICAL CONTRACTOR
MCA MINIMUM CKT AMPS
MCB MAIN CIRCUIT BREAKER
MCTB MAIN CATV TERMINAL BOARD
MCTC MAIN CATV TERMINAL
CABINET
MECH MECHANICAL
MFR MANUFACTURER
MFS MAIN FUSIBLE SWITCH
MH METAL HALIDE
MLO MAIN LUGS ONLY
MOCP MAXIMUM OCP
MSB MAIN SWITCHBOARD
MT MOUNT
MT HT MOUNTING HEIGHT
MTS MANUAL TRANSFER SWITCH
MTTB MAIN TELEPHONE TERMINAL
BOARD
MTTC MAIN TELEPHONE TERMINAL
CABINET
MW MICROWAVE
N NEUTRAL (GROUNDED
CONDUCTOR)
(N)NEW
N3R NEMA 3R
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NAT'L ELEC
MANUFACTURER'S ASSOC
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NO NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OC ON CENTER
OCP OVERCURRENT PROTECTION
OD OUTSIDE DIAMETER
OH OVERHEAD
OSA OFFICE of the STATE
ARCHITECT
OSHPD OFFICE of STATEWIDE
HEALTH PLANNING &
DEVELOPMENT
OVLD OVERLOAD
P POLE
PA PUBLIC ADDRESS
PB PULLBOX
PC PULL CHAIN
PC PHOTOCELL
PC PLUMBING CONTRACTOR
ph PHASE
PNL PANEL
POC POINT OF CONNECTION
-PP-POWER PRIMARY
-PS-POWER SECONDARY
PV PHOTOVOLTAIC
(R)RELOCATE(D)
RECEPT RECEPTACLE
REF REFRIGERATOR
REQ'D REQUIRED
RLA RATED LOAD AMPS
RM ROOM
RMC RIGID METAL CONDUIT
RMV REMOVE
RPLC REPLACE
RS RAPID START
SC SIGNAL CABINET
SCC SHORT CKT CURRENT
SFM STATE FIRE MARSHAL
SHT SHEET
SL SLIMLINE, SWITCH LEG
SPEC SPECIFICATION
SPST SINGLE POLE SINGLE THROW
SQ SQUARE
STR'G STORAGE
SURF SURFACE
SVC SERVICE
SW SWITCH
T TRANSFORMER, TERMINAL
-T-TELEPHONE CONDUIT
(TBR)TO BE REMOVED
TC TIME CLOCK
TEL TELEPHONE
TELCO TELEPHONE COMPANY
TS TIME SWITCH
TSO TIME SWITCH OVERRIDE
TSP TWISTED SHIELDED PAIR
TTB TELEPHONE TERMINAL
BOARD
TTC TELEPHONE TERMINAL
CABINET
TX TRANSFORMER
TYP TYPICAL
TYP SIM TYPICAL SIMILAR
UC UNDERCABINET,
UNDERCOUNTER
UG UNDERGROUND
UGPS UNDERGROUND PULL
SECTION
UL UNDERWRITERS
LABORATORIES
UON UNLESS OTHERWISE NOTED
USA UG SVC ALERT 800-642-2444
V VOLT
VA VOLT AMPERES
VAC VOLT ALTERNATING
CURRENT
VHO VERY HIGH OUTPUT
VOLT VOLTAGE
VR VANDAL-RESISTANT
W WIDTH, WATT, WIRE
WH-#WATER HEATER
WP WEATHERPROOF (NEMA 3R)
XFMR TRANSFORMER
+48 INDICATES MOUNTING
HEIGHT AFF
ELECTRICAL DRAWING LIST
E-001 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS
E-002 SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE
EK-101 ELECTRICAL KIOSK FLOOR PLANS
ET24101 ENERGY COMPLIANCE FORMS - INTERIOR LIGHTING (RESTROOM)
ED-101~102 ELECTRICAL DEMOLITION SITE PLANS
ER-101 ELECTRICAL RESTROOM FLOOR PLANS
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1.CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH
CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING
JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT
APPLICATION) OF THE FOLLOWING PUBLICATIONS:
A.CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL
CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL
AMENDMENTS AS APPLICABLE.
B.AMERICANS WITH DISABILITIES ACT (ADA).
2.SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE
AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS
ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS
WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS,
TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS
OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB
SITE.
3.FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING
CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND
FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE
INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL
CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL
AUTHORITY HAVING JURISDICTION.
4.MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET
BOX)
+46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX)
+48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)
+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX)
THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.
ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF
THE ROOM OR AREA TO CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING,
HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES
MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM
THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM.
[CBC 11B-308.1.1]
ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS
OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO
MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR
RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE
RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR
WORKING PLATFORM [CBC 11B-308.1.2]
BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT
ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR
OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS
NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC.
ARCHITECTURAL SHEETS SHALL GOVERN.
4.LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND
OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED
PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY
LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS
TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND
SPLICE BOXES).
5.EQUIPMENT ANCHORAGE NOTE
ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE
HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2019 CBC, SECTIONS 1613A AND 1616A
AND ASCE 7-10 SECTIONS 13.3, 13.4 & 13.6.
THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES
PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2019 CBC SECTION
1616A.1.18:
A.FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2019 CBC TABLE 13.5-1)
B.TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2019 CBC SECTION
1616A.1.18 ITEM 2.
C.ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN
CATEGORIES D, E, OR F
THAT MEET ALL OF THE CRITERIA LISTED IN 2019 SECTION 1616A.1.18 ITEM 3.
D.EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.
E.EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR
HUNG FROM A
WALL
FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE
INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THE
FORCES PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7,
AND 13.6.5.5, ITEM 6, RESPECTIVELY.
THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPD
PRE-APPROVALS WITH AN OPA#, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS
MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.
COPIES OF THE MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING HANGING AND BRACING OF
THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.
THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO
SUPPORT THE HANGER AND BRACE LOADS.
M
REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.
1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND
PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED,
TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE SOLDERLESS
LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR
SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF
STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF
CONDUCTORS BEING JOINED TOGETHER AS SPLICED.
2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE
SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG,
SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED
3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR
INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL
SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR.
INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN
600 VOLT INSULATION UNLESS OTHERWISE NOTED.
4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL
APPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL
CONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB OR
UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED
ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE
OR WET APPLICATION.
5.GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS
ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME
ENCLOSURE. CEC 200.4(B)
6.THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL
NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19.
CONDUCTORS AND CABLES
CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS
1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).
2.ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where
exposed above 8'-0" aff.
3.GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to
physical damage.
4.FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight
flex rquired in exterior locations).
5.MC CABLE ALLOWED IN OCCUPANCY R2 ZONES ONLY.
REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONDUITS SHALL BE MINIMUM 1/2" UNLESS OTHERWISE NOTED, 3/4" FOR ALL HOME RUN
CONDUITS AND WHERE ROUTED BELOW SLAB OR UNDERGROUND. CONDUIT SIZES, WHERE
NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.
ADDITIONAL CONDUIT REQUIREMENTS.
-ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS,
DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BE
RECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITH
REINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB.
REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS
SECTIONS, AND DETAILS.
-NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND
WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL
CONDUIT WITHIN WALLS
CONDUIT SYSTEMS NOTES
A.ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS
REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B)
B.CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED
OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP
LOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT IS
WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT
INSERTED AND RECEPTACLE COVERS CLOSE)
C.CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A
WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR
NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED
FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY"
OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING
WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO
BE MARKED "EXTRA DUTY"
D.EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A
WET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL
BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE
ATTACHMENT PLUG IS REMOVED.
E.ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS
REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9.
F.ALL GFCI PROTECTION MUST BE READILY ACCESSIBLE.
RECEPTACLES AT DAMP AND WET
LOCATION
E-003~E-005 ELECTRICAL DETAILS
ES-101 ELECTRICAL SITE PLAN
ET24101 ENERGY COMPLIANCE FORMS - INTERIOR LIGHTING (KIOSK)
A.UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY
COMPANY REQUIREMENTS:
PACIFIC GAS AND ELECTRIC (PG&E)
JUSTIN McDONALD
805-546-1271
JKMO@PGE.COM
APPLICATION #124816031
AT&T
NEIL ZAKARIA
805-704-3813
NEIL.ZAKARIA@ATT.COM
B.TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF
THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS
SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY
COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE
PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION.
C.LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY
CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND
BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO
EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC
LINES OR EQUIPMENT.
D.MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN
PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING.
E.ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION
DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED
WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK.
F.CONTRACTOR TO PROVIDE SECURITY LIGHTING WITHIN FENCE CONSTRUCTION AREA DURING
NON-WORK HOURS. CONTRACTOR TO PROVIDE TEMPORARY LIGHTING FOR PEDESTRIAN
PATHWAY OUTSIDE OF CONSTRUCTION FENCING IN VICINITY OF CONSTRUCTION AREA.
GENERAL SITE PLAN NOTES
E-006~E-008 EXISTING POLE IMAGES
02/21/2024
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E-002
CITY SPECIFICATION NO.
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
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San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
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REFERENCE NOTES
1.NEW WALL HUNG PG&E APPROVED UNDERGROUND PULL SECTION
[RYCO #PB400-1 OR EQUAL] AND TWO METER SECTION WITH CIRCUIT
BREAKERS (22KAIC) [ RYCO #WCBHM22-1] NEMA 3R. 400AMP SERVICE,
120/240V, 1Ø, 3W.
2.NEW 200AMP PANEL MOUNTED INSIDE BUILDING RESTROOM PLUMBING
SHAFT SEE FLOOR PLAN FOR LOCATION.
3.NEW SERVICE ENTRANCE RATED LOAD CENTER PANEL FOR KIOSK.
SEE FLOOR PLAN FOR LOCATION
4.NEW 5" UNDERGROUND SERVICE CONDUIT TO PG&E SECONDARY SITE
PULL BOX.
5.PROVIDE 200AMP FRAME WITH A 100AMP TRIP BREAKER.
SINGLE LINE DIAGRAM NOTES
A.ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN]
INSULATION UNLESS OTHERWISE NOTED.
B.ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS
SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND
IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER
CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C
COPPER WIRES TYPE THWN/THHN.
C.ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY
LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).
D.THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING
METER/MAIN AND LOAD CENTER SIZED TO FIT IN THE AVAILABLE SPACE
IN THE ELECTRIC ROOM. REFER TO ARCHITECTURAL PLANS FOR
DIMENSIONAL INFORMATION NOT SHOWN ON THE ELECTRICAL PLANS.
CONTRACTOR SHALL SUBMIT A 1/4" SCALE DRAWING OF ALL
SWITCHGEAR, AND TERMINATION CABINETS ON FLOOR PLAN WITH
SUBMITTAL.
E.PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE
BEEN MADE FOR DISAGGREGATION OF THE ELECTRICAL CIRCUITS, THE
OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.
F.REFER TO PANEL SCHEDULES FOR INDIVIDUAL BRANCH CIRCUIT
VOLTAGE DROP AND/OR SINGLE LINE DIAGRAM FOR FEEDER VOLTAGE
DROP CALCULATIONS.
G.BRANCH CIRCUIT/FEEDER DISTANCE IS SHOWN FOR REVERENCE ONLY
AS THE BASIS OF VOLTAGE DROP CALCULATIONS. CONDUCTOR
DISTANCE AS INDICATED SHALL NOT BE USED FOR
BIDDING/CONSTRUCTION PURPOSES. SHOULD THE FEEDER DISTANCE
EXCEED THE LENGTH NOTED PER INSTALLATION CONDITIONS, NOTIFY
THE ENGINEER OF RECORD. TYPICAL.
M
(N)
200A
2P
(3) #2 THWN & (1) #8 GND.1153 (1) 1-1/2"C
(PVC 40)
(3)#3/0 THWN AND (1)#6 CU GROUND.2003 (1)2"C (PVC 40)
2003
PANEL
(N)1153
PANEL
(N)
2
1
-
3
2 ARC FLASH SIGNAGE1GROUND/BOND DETAIL
NOTE:
IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD,
AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDELINES PER THE ABOVE EXAMPLE.
WARNING
ARC FLASH HAZARD
LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
40 inches
CLASS 2
4 - 8 cal/cm²
LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
20 inches
CLASS 0
0 - 2 cal/cm²
LOCATION:BUS NAME PROTECTIVE DEVICE:UPSTREAM DEVICE
PSE TQS#: #####.#Date Issued: April 2004 Study Rev. :0
SINGLE LINE DIAGRAM
"MR"
"MK"
1
4
2
-
#8
1
-
2
-
LIGHTING FIXTURE SCHEDULE
MAX.
VA.CATALOG NO.MANUFACTURERILLUSTRATIONTYPE LAMPING MOUNTING DESCRIPTIONVOLTAGE
A
KENALL FS824R 2TB MPA DB
33L40K 120V
120 37 LED, 40K WALL 2FT LINEAR LED LIGHT, HIGH
IMPACT RESISTANT LENS
B1
LITHONIA BLWP4 40L ADP EZ1
LP840
MVOLT 35 LED, 40K SURFACE 4FT LINEAR WRAP, 0-10V
DIMMING
SW
HANDELMAN OL12.9WB
CORDOVA 9" WALL
BRACKET
120 30 (3)10W LED
BULB,
4000K
WALL DECORATIVE EXTERIOR WALL
LIGHT (9"WX28"HX 12"
PROJECTION)
AMBER GLAZING AT
PERFORATED METAL, CLEAR
GLAZING AT WINDOWS.
SD
BEGA 24813 K4 BRZ MGU MVOLT 10.4 LED, 40K RECESSED LED RECESSED CEILING DOWN
LIGHTS, VORTEX REFLECTOR,
ASYMMETRIC BEAM
DISTRIBUTION, BRONZE FINISH,
0-10V DIMMING, MARINE GRADE
UNDERCOAT
SG
TARGETTI KPLM RP HE MW L2
RGBW 1DU2525K
IDU2521 1E2524
1E0388 DX8PLEAD50
TGDMXSLESAU11
120 15w LED, RGBW IN-GRADE,
CONCRETE
POUR
APPLICATION
MINI RGBW IN-GRADE LIGHTING,
PROVIDE 1-50W DMX POWER
SUPPLY (PS041) FOR TWO "SG".
REFER TO SITE PLAN (50FT
DIRECT BURIAL LENGTH), DMX
CONTROL
SP
HANDELMAN CUSTOM FIXTURE
WITH (2)35W LED
PACKAGE
120 70W LED, 40K CONCRETE
BASE
DECORATIVE POLE, 2-14"X30"
LED HEAD, WITH A 5" DIAMTER
X 16FT POLE. INCLUDES
BANNER ARM AND 120V OUTLET
LITHONIA BLWP2 86L ADP EZ1
LP840
MVOLT 7 LED, 40K WALL,
+9.5" AFF
2FT LINEAR WRAP, 0-10V
DIMMING
B2
BONDING OF "OTHER METAL
PIPING AND METAL WATER
PIPE" PER 2019 CEC
250.104(A)(B)
#1/0 @ METER/MAIN M/M COPPER GROUND BONDING
JUMPER. OCCURRING AT SERVICE ENTRANCE
EQUIPMENT. SIZED PER 2019 CEC TABLE 250.102(C)(1).
#4 [M/M) & #8 [MK] COPPER
GROUNDING CONDUCTOR. SIZED
PER 2019 CEC TABLE 250.66
#2 COPPER
GROUND AT
"MTTB"
"UFER"
CONCRETE-ENCASED
ELECTRODE, 1/2" MIN.
DIAMETER. PER 2019
CEC 250.52(A)(3)
PER 2019 CEC 250.50
GROUNDING ELECTRODES
PRESENT AT
STRUCTURE/BUILDING
SHALL BE BONDED
TOGETHER TO FORM THE
GROUNDING ELECTRODE
SYSTEM. WHERE
GROUNDING ELECTRODES
IDENTIFIED IN 2019 CEC
250.52(A)(1) THROUGH (A)(6)
ARE NOT PRESENT AT
STRUCTURE/BUILDING
PROVIDE ONE OR MORE OF
THE ELECTRODES
INDICATED.
"METAL UNDERGROUND WATER
PIPE" 3/4" MINIMUM PER 2019 CEC
250.52(A)(1)
"METAL BUILDING/STRUCTURE
FRAME" PER 2019 CEC
250.52(A)(2)
"ROD AND PIPE ELECTRODES"
3/4" MINIMUM PER 2019 CEC
250.52(A)(5)(a)(b)
"GROUND ROD" 5/8"DIA. X 10FT
ELECTRODE PER 2019 CEC
250.52(A)(5)(b)
#6 [M/M] & #8 [MK] COPPER
GROUNDING CONDUCTOR. SIZED
PER 2019 CEC TABLE 250.122
#6 COPPER GROUNDING
CONDUCTOR PER 2019 CEC
250.66(A)
#4 COPPER GROUNDING
CONDUCTOR PER 2019 CEC
250.66(B)
SUPPLEMENTAL ELECTRODE
REQUIRED PER 2019 CEC
250.53 (D)(1)(2)
#6 COPPER GROUND PER
PER 2019 CEC 250.53 (E)
BONDING OF "STRUCTURAL
STEEL" PER 2019 CEC
250.104(C)
NOTES:
-GROUND RINGS NOT SHOWN. SEE 2019 CEC 250(A)(5)(4).
-PLATE ELECTRODES NOT SHOWN. SEE 2019 CEC 250 (A)(6).
-OTHER LISTED ELECTRODES NOT SHOWN. SEE 2019 CEC 250
(A) (7).
SERVICE EQUIPMENT
ENCLOSURE FULL
LENGTH GROUND BUS
SERVICE EQUIPMENT ENCLOSURE FULL
LENGTH NEUTRAL BUS ON AT M/M
#4
M
(N)
100A
2P
2
-
"M/M"
25
E-005
5
AVAILABLE FAULT CURRENT: 10kAIC
400A, 120/240V, 1Ø, 3-WIRE, 100kAIC BRACING
22
E-005
5
E-003
02/21/2024
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E-003
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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2.12.2024
0256-03-CU20
91439-01
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
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NO. 10757
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ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
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3 RECESSED LIGHTING MOUNTING DETAIL
NOT TO SCALE
7 METAL PIPE THROUGH CONCRETE OR BLOCK WALL/FLOOR
NOT TO SCALE
2 FIXTURE TYPE 'SG' WIRING DIAGRAM
NOT TO SCALE
6 DATA CABINET
NOT TO SCALE
4 FIXTURE TYPE "SG" MOUNTING DETAIL
NOT TO SCALE
5 FIXTURE TYPE 'SP' MOUNTING DETAIL
NOT TO SCALE
9 TYP. WALL SURFACE MOUNTED LIGHTING FIXTURE
NOT TO SCALE
1 POLE MOUNTED CAMERA
NOT TO SCALE
8 SURFACE MOUNTING DETAIL AT CONCRETE WALL
NOT TO SCALE
20'
18'±
36"
24"PCC FOUNDATION
ELECTRICAL PULL BOX LID
FLUSH WITH GRADE FOR
FINISHED SURFACES, 1"
ABOVE GRADE IN OTHER
AREA
ELECTRICAL
CONNECTION
PACK GROUT IN GAP BETWEEN BASE PLATE AND
FOUNDATION AFTER PLUMBING THE FIXTURE.
ALLOW DRAINAGE FROM INSIDE POLE
INSTALLATION NOTES:
1.CAMERA: CITY FURNISHED AND INSTALLED
CAMERA. CONTRACTOR TO TERMINATE FIBER.
COORDINATE WITH CITY IT.
2.POLE MOUNT: GRAINGER 3/4" WIDE, T-BOLT
HOSE CLAMP; PK5 OR APPROVED EQUAL.
3.POLE: (PAA240) LUMINIS 5" DIAMETER X MIN
.124 WALL. 6061-T6 ALUMINUM ALLOY, 18"
HEIGHT, RATED FOR MIN 80 MPH WIND LOAD
WITH REINFORCED CASE BASE PLATE AND
CAST ALUMINUM BASE COVER. PROVIDE END
CAP.
4.ANCHOR BOLTS: GALVANIZED STEEL, 3/4" Ø X
30" WITH 4" LEG, (4) TOTAL WITH GALVANIZED
NUTS AND WASHERS (8) TOTAL.
5.PCC FOUNDATION: CLASS 3 CONCRETE
6.PULL BOX: SHALL BE 11"X17" CONCRETE PULL
BOX MARKED "ELECTRICAL" AND INCLUDE
VANDALISM PROOF BOLTS.
7.CONDUIT: 2" MIN.
8.PULL BOX: SHALL BE 11"X17" CONCRETE PULL
BOX MARKED "FIBER" AND INCLUDE
VANDALISM PROOF BOLTS.
9.PROVIDE POLE WITH LOCKABLE 1-GANG
METALLIC WHILE-IN USE COVER WITH GFI
WATER RESISTANT DUPLEX RECEPTACLE
DEVICE. (METALLIC COVER TO MATCH POLE
FINISH). LOCATE WITH ENT ENTRY AT 3"
BELOW TOP OF BOX CENTERLINE.
10.PROVIDE HANDHOLE OPPOSITE OF OUTLET.
REINFORCED HANDHOLE WITH W.P. COVER.
PROVIDE A MEANS OF STRAIN RELIEF TO
SUSPEND THE ENT.
11.BRANCH CIRCUIT 1
2" ENT CONDUIT. SWEEP
CONDUIT INTO EXTERIOR J-BOX.
12.FIBER TO CITY REQUIREMENTS.
1
2
3
4
5
6
7
XMANUFACTURER & MODEL NO.:
CAMERA: OWNER FURNISHED.
POLE: LUMINIS PAA420-NTW (CONFIRM WITH CITY THE
LATEST CAMERA AND POLE MODEL NO. BEFORE ORDERING.
POLE COLOR: POWDER COATED DARK FOREST GREEN
GENERAL NOTES:
A.VERIFY CAMERA SYSTEM VOLTAGE BEFORE ORDERING.
B.INSTALL LIGHT/POLE PER MANUFACTURER'S
DIRECTIONS AND SECTION 86 OF THE STANDARD
SPECIFICATIONS.
C.CONDUCTORS, CONDUIT, GROUND ROD, AND
CIRCUITRY MUST COMPLY WITH CAMERA LOADING
REQUIREMENTS.
D.INSTALL POLE AT THE LOCATION INDICATED BE THE
PLANS OR AS DIRECTED BY THE ENGINEER.
8
NOTES :
1. MAXIMUM DIAMETER OF OPENING = 12".
2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-1/4".
3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT,
CP 601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE
FIRESTOP SEALANT IS REQUIRED ON BOTH SIDES OF A WALL
ASSEMBLY.
4. W-RATING APPLIES ONLY WHEN CP 601S ELASTOMERIC FIRESTOP
SEALANT OR CP 604 SELF-LEVELING FIRESTOP SEALANT IS USED.
1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING):
A. ANY LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE
FLOOR OR WALL (MINIMUM 4-1/2" THICK).
B. ANY UL/cUL CLASSIFIED CONCRETE BLOCK WALL.
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A. MAXIMUM 10" NOMINAL DIAMETER STEEL PIPE
(SCHEDULE 10 OR HEAVIER).
B. MAXIMUM 10" NOMINAL DIAMETER CAST IRON PIPE.
C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR
TUBING.
D. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT.
E. MAXIMUM 4" NOMINAL DIAMETER EMT.
3. MINIMUM 3" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY)
TIGHTLY PACKED FOR NOMINAL 4" DIAMETER (AND SMALLER), AND
MINIMUM 4" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY)
TIGHTLY PACKED FOR PIPES GREATER THAN NOMINAL 4" DIAMETER.
4. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP
601S ELASTOMERIC FIRESTOP SEALANT, CP 604 SELF-LEVELING FIRESTOP
SEALANT, OR CP 606 FLEXIBLE FIRESTOP SEALANT.
5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP
601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE FIRESTOP
SEALANT APPLIED AT POINT OF CONTACT. (NOT REQUIRED WHEN CP 604
SELF-LEVELING FIRESTOP SEALANT IS USED, ITEM NO. 4).
521
3
4
SECTION A-A
A
TOP VIEW
A
F-RATING = 2-HR.
T-RATING = 0-HR.
L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.
L-RATING AT 400° F = 4 CFM/SQ. FT.
W-RATING = CLASS I (SEE NOTE NO. 4 BELOW)
91"
32"9.5"
NEMA 1
CABINET, 600 LB.
MAXIMUM WEIGHT.
CONCRETE WALL
PROVIDE HILTI 3/8" DIA. X 2-1/2" (NOMINAL
EMBEDMENT) HILTI KB-TZ2 WITH INSTALLATION PER
ICC REPORT NUMBER ICC-ESR-4266, 6 MINIMUM ONE
EACH AT MOUNTING STUDS.
REFERENCE NOTES
1.CEILING FINISH MATERIAL, SEE ARCHITECTURAL
REFLECTED CEILING PLANS FOR TYPE AND DEPTH.
2.PROVIDE STEEL FRAMING ABOVE AS REQUIRED TO
MATCH CEILING FRAMING, SEE FRAMING PLANS FOR
REQUIRED FRAMING.
3.RECESSED HOUSING WITH EXPANDABLE MOUNTING
BARS.
4.FIXTURE TRIM
5.OUTLET BOX / BRANCH CIRCUIT
6.ATTACH EXPANDABLE MOUNTING BARS WITH #10 X 1"
SMS, PROVIDE A MINIMUM OF (4) PER MOUNTING BAR.HARD LID CEILING
AT STUD WALL
AT CMU WALL
REFERENCE NOTES
1
2
3
HEIGHT
SEE ARCH. PLANS
FOR MOUNTING
OUTLET BOX
PROVIDE #10x1" HEX HEAD
SELF-TAPPING SCREWS AT FIXTURE MOUNTING
POINTS. (MINIMUM OF 2) TO BACKING OR WALL
STUDS
METAL WALL STUD, SEE ARCH. PLANS.
WALL FINISH, SEE ARCH. PLANS.
WALL STUD BACKING PER
14-X/S105.
1.SMALL SURFACE MOUNTED LIGHT FIXTURE. (20 LBS. OR
LESS)
2.CONCRETE MASONRY WALL.
3.3/8" DIA. HILTI KB3 , PER ICC ESR-2302. PROVIDE MINIMUM
2-1/2" EMBEDMENT.
NOTE:
FLUSH MOUNTED OUTLET BOX IS NOT SHOWN FOR
CLARIFICATION.
LIGHTING FIXTURE PER FIXTURE
SCHEDULE ON SHEET X/E105.
PLAN
PLAN
REFERENCE NOTES
1.EC SHALL PROVIDE (N) DEDICATED 20A, 120V
POWER CIRCUIT TO RECEPTACLE ENCLOSED
INSIDE CABINET.
2.SYSTEM ELECTRONICS TO BE PROVIDED AND
INSTALLED BY OTHERS.
3.(N) RACEWAY FOR HORIZONTAL CABLING TO USER
STATIONS AND INCOMING FIBER OPTIC CABLE.
4.INSTALL FIBER OPTIC SPLICE TRAY. REFER TO CITY
SPECIFICATION.
5.DOUBLE HINGED IDF CABINET CHATSWORTH CUBE
- IT, 24''W X 30''L X 27.9''D (12419-X48) OR
EQUIVALENT WITH TEMPERED GLASS FRONT
PANEL. THERMOSTATICALLY CONTROLLED
FAN/FILTER KIT AND SURGE-PROTECTED OUTLET
KIT SHALL BE INSTALLED.
6.(N) INCOMING FIBER OPTIC CABLE, PROVIDE
SERVICE LOOP INSIDE CABINET.
7.DUPLEX FIBER OPTIC PATCH CORD. LC-LC,
CONNECTOR TYPE PER CITY OF SLO
REQUIREMENTS.
8.CABLE PROVIDED BY OTHERS TO SUPPORT
LOGICAL STACKED SWITCH. PROVIDED ONLY
WHEN (2) OR MORE NETWORK SWITCHES ARE
INSTALLED INTO CABINET. INSTALLED BY
ELECTRICAL CONTRACTOR.
5
7
2
6
3
1
8
4
MANUFACTURER PROVIDED
BONDING JUMPER TO
GROUND BAR AND DOOR
HARDWARE (QTY 2)
MANUFACTURER PROVIDED GROUND
BAR (BONDED TO CHASSIS)
MANUFACTURER PROVIDED
FAN/FILTER KIT WITH LINE
VOLTAGE THERMOSTAT
CONTROL
4'-9"
4-#4 MIN VERT.
#3 REBAR TIES
AT 12" ON CENTER
3" MIN.
18"
3/4" MIN. DRYPACK
FINISH GRADE
LIGHTING POLE, BASE
PLATE. REFER TO
MANUFACTURER
SUBMITTAL
(3)#3 TIES IN TOP 5°
CHAMFER EDGES
3" MIN.
RED
+24VDC
BLACK
YELLOW w/ BLACK STRIPE
WHITE
YELLOW
FCS PS10
POWER
SUPPLY
FRESCO NETWORK
DETACHABLE PIGTAIL
HARNESS
WHITE w/ BLACK
STRIPE
DMX/RDM NETWORK
DETACHABLE PIGTAIL
HARNESS
TO EARTH GROUND ONLY
IN STATION BACKBOX
BLACK RED
BLACK
DMX COMMON
DMX SHIELD
DMX DATA +
DMX DATA -
BLACK w/
ORANGE
H
N
WHITE
GREEN
DMX/RDM NETWORK
TERMINATION SWITCH
ON
ACUITY
FRESCO PANEL
#FCS-7TSN-X-DWH
TO "LCP" RELAY PANEL
MOUNT INSIDE IP68 WET LIST DIRECT BURIAL
VAULT. REFER TO PLAN FOR LOCATION. ONE
POWER SUPPLY REQUIRED FOR TWO FIXTURE
TYPE "SG"
FIXTURE TYPE "SG" AS
SHOWN ON SITE PLAN
DMX CABLE: BELDEN SHIELD CABLE 2-18
GAUGE #5300F1-300V (DAISY CHAIN)
C5
C5
C5
C5
1"C (EMT) DMX TO
FRESCO PANEL
"3/4C (EMT) TO
"LCP" RELAY
PANEL
DMX TO NEXT
DRIVER
INSTALLATION DIAGRAM FOR CONCRETE POUR APPLICATION PER
MANUFACTURER REQUIRMENTS
NEW 11"X17" ELECTRICAL PULL BOX PER CITY OF SLO
ENGINEERING STANDARD 7520. LID FLUSH WITH GRADE FOR
FINISHED SURFACES, 1" ABOVE GRADE IN OTHER AREA. PROVIDE
2-AMP FUSE IN ADVANCE OF LIGHT.
2" CONDUIT WITH WITH
BELL END. REFER TO
SITE PLAN FOR
CONTINUATION
NOTES
1. GALV. ANCHOR BOLTS & TEMPLATE FURNISHED BY EC;
BOLTS INSTALLED AND CONCRETE BASE FURNISHED
AND INSTALLED WITH REBAR BY GC
2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND MINIMUM
24" BELOW FINISH GRADE (UON) PER CITY
REQUIREMENTS
3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK
BEND WITH A SIX-BAR DIAMETER BUT NOT LESS THAN
3 INCH EXTENSION THAT ENGAGES THE
LONGITUDINAL REINFORCEMENT AND PROJECTS INTO
THE INTERIOR OF THE STIRRUP OR HOOP.
4.ADD #6 SOLID UFER GROUND TO EACH BASE. LOCATE
AT 11"X17" PULL BOX NEXT TO EACH LIGHT POLE.
2"CONDUIT WITH BELL END
GROUND
ROD
3" CLR
TYP.
ELECTRICAL PULL BOX LID
FLUSH WITH GRADE FOR
FINISHED SURFACES, 1"
ABOVE GRADE IN OTHER
AREA
5 -#4 VERTICAL
#3 TIE BOT &
MID HEIGHT
3 - #3 TIES @ 1 1/2" OC IN TOP 5" OF FOOTING
11
9 10
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LV
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02/21/2024
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CITY SPECIFICATION NO.
DATE:
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SHEET NO.
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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0256-03-CU20
91439-01
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
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NO. 10757
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ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
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CONDUITS
2"
BRANCH CIRCUIT, FEEDER
MIN. 4", ROCK FREE FILL (SAND)
NATIVE SOIL BACKFILL
WARNING TAPE
24"
2"
12
"
12
"
4"
2"
(MIN)
NOTE: SOIL COMPACTION SHALL BE 95%
COORDINATE UTILITY TRENCH DETAILS WITH UTILITY COMPANIES
18" MIN
54
"
M
I
N
NATIVE SOIL BACKFILL
ROCK FREE FILL
AC PAVING,
WHERE OCCURRING
P
FINISHED GRADE
T
18
"
3"
MIN
P PRIMARY
SECONDARYS
T TELEPHONE (AT&T)
F CITY FIBER
LEGEND
WARNING TAPE
F
DISTRIBUTIOND
12
"
M
I
N
12
"
G
S
7"
6"
7"
12
"
R
NOT BE UNDERMINED
SO THAT FOOTINGS WILL
LOCATE PIPE TRENCH
MIN.
GENERAL NOTES
PASS THROUGH THE
POUR JOINT
NO PIPE SHALL
FOOTING PAD
1'-6"
9"
6"MIN
4"MIN
2"MIN
1
2
1'-6" MIN.
BACKFILL PER SPECIFICATIONS
PLACE CONCRETE FILL AROUND
SLEEVES BEFORE POURING
FOOTING PADS, FILL SHALL BE
SAME WIDTH AS FOOTING AND FULL
WIDTH OF PIPE.
PROVIDE METAL SLEEVES WITH
I.D. 2" GREATER THAN THE O.D.
OF THE PIPE.
NO EXCAVATION
BELOW THIS LINE
FTG.
DEPTH
PER
STRUCT.
1. CONCRETE FILL TO BE THE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE
TRENCH. (BACKFILL PER SPECIFICATIONS).
2. CENTER PIPE IN PVC OR GALVANIZED METAL SLEEVE THAT HAS A MIN. I.D. 2"
GREATER THAN THE PIPES O.D.
3. WATERPROOF OPENING AROUND PIPE PER GENERAL SPECIFICATIONS.
4. COORDINATE INSTALLATION WITH STRUCTURAL ENGINEER.
6"
24
"
CRUSHED ROCK SUMP
BELL END
3" DIA DRAIN6"HOLE
FINISHED GRADE
REINFORCED BOX EXTENSION,
AS REQUIRED
#15 ROOFING PAPER BETWEEN GROUT AND
CRUSHED ROCK
GROUT OPENING
MINIMUM 2" THICK
GROUT
ALTERNATE CONDUIT ENTRY
WHERE NUMBER OF BENDS IN
RUN ALLOWS
3"Ø x 30"L PERFORATED PIPE FOR SUMP
DRAIN
SURROUND PIPE 2" EACH SIDE AND 6" AT BASE
WITH PEA GRAVEL.
30
"
MI
N
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B
O
X
D
E
P
T
H
REINFORCED CONCRETE COVER
(TO SUIT APPLICATION) WITH
HOLD DOWN BOLTS. LABEL
COVER AS REQUIRED.
PRECAST REINFORCED CONCRETE
BOX. SIZE PER PLANS.
SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.
12 TYPICAL BRANCH CIRCUIT TRENCH DETAIL
NOT TO SCALE
11 CITY OF SLO STANDARD 6035
NOT TO SCALE
15 TYPICAL CONCRETE PULL BOX DETAIL
NOT TO SCALE
13 TYPICAL UTILITY TRENCH DETAIL
NOT TO SCALE
14 TYPICAL CONDUIT NEAR/THRU FOOTING DETAIL
NOT TO SCALE
18 NOT USED
17 TYP. UNDERGROUND CONDUITS & TRANSITIONS
NOT TO SCALE
BELOW TOP
OF SLAB
GRS, TAPE WRAPPED, OR PVC
COATED RISER TO EQUIPMENT
OR BOX TERMINATION
CONDUIT RUN IS 150' GREATER
TOP OF ELBOW
TOP OF SLAB
FINISH GRADE
TOP OF SLAB/FINISH GRADE
NOTES:
UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE AS
FOLLOWS:
1.PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB,
OTHERWISE GRS, TAPE WRAPPED, ELBOWS ARE REQUIRED.
2.GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER.
3.GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE,
OUTLET, PANEL, CABINET, ETC.) ABOVE GRADE.
4.GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADE
OR TOP OF SLAB.
TOP OF ELBOW
PVC
PVC
PVC ELBOW
PERMITTED
U.O.N
PVC ELBOW
PERMITTED
U.O.N
24" MIN OR AS DEEMED BY
APPLICATION WHICHEVER IS
GREATER
4"18" MIN
18" MIN
GRS, TAPE WRAPPED,
TO EQUIPMENT OR BOX
TERMINATION
SOIL
CONCRETE
BLDG. PAD
GRS, TAPE WRAPPED,
OR PVC COATED RISER
TO EQUIPMENT OR BOX
TERMINATION
18" MIN AT SLAB
AND 24" MIN AT
FINISH GRADE CONCRETE
BLDG.
PAD/SOIL
GRS, TAPE WRAPPED
CONDUIT RUN IS LESS THAN 150'
PVC
CONDUIT RUN IS LESS THAN 150'
02/21/2024
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05.14.2024
E-005
CITY SPECIFICATION NO.
DATE:
PR
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
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SIGER
IW
LTL IE
A
RO
L
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IL FCA
AIN
H
O
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A
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G
I
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ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
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21 NOT USED
20 LOCKABLE RECEPTACLE PLUG BOX
NOT TO SCALE
24 LIGHTING CONTROL RELAY SCHEDULE
22 FIXTURE TYPE SP SUBMITTAL
26 METER BOARD, "M/M" CUTSHEET
NOT TO SCALE
PACK ANNULAR SPACE
COMPLETELY WITH MINERAL FIBER.
CAULK OPENINGS AIRTIGHT FROM
WALL SURFACE TO CONDUIT WITH
NON-HARDENING ACOUSTICAL
SEALANT BOTH SIDES OF WALL. SEE
SPECIFICATIONS FOR SEALANT
REQUIREMENTS.
METAL SLEEVE IN CONCRETE
WALL, 1" TO 1-1/4" LARGER
THAN O.D. OF CONDUIT.
NOTE: NO MULTIPLE CONDUIT
PENETRATIONS ALLOWED. PACK AND
CAULK EVERY CONDUIT INDIVIDUALLY.
19 SEALED CONDUIT PENETRATION
NOT TO SCALE
32 SWITCHING RELAY NEMA 1 ENCLOSURE
LIGHTING CONTROL PANEL SCHEDULE FLUSH
"LCP"SURFACE X
LOCATED: PLUMBING CHASE
RELAY CIRCUIT CONTROL NOTES
NO.NO.
LOAD DESCRIPTION DESCRIPTION
R1
R2
R3
R4
RESTROOM EXTERIOR 1,2
NOTES:
1.PROGRAM RELAY FOR DUSK 'ON' WITH PROGRAMMED 'OFF' PER OWNER TIME SCHEDULE.
2.EXTEND 0-10V WIRES TO FIXTURE(S) FOR DIMMING CONTROL.
* INCLUDE EXTERIOR PHOTOCELL INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION TO CONTROL DUSK
TO DAWN, AND DUSK TO TIME CLOCK OFF OPERATIONS.
* PROVIDE LOW VOLTAGE OVERRIDE SWITCH ADJACENT TO PANEL WITH WEATHER PROOF LOCKABLE COVER. PROGRAM
SWITCH FOR 2-HOUR OVERRIDE OF ALL EXTERIOR LIGHTING RELAYS. LABEL SWITCH "OVERRIDE".
CONTROL POWER CIRCUIT: MR-8
_
ACUITY #ARP INTEN32NLT 24SPR MVOLT HLK SM DTC
R5
R6
R7
R8
(4,5)
MISSION PLAZA POLE LIGHT
MISSION PLAZA NW OUTLET PEDESTAL
MISSION PLAZA NE OUTLET PEDESTAL
MISSION PLAZA STEP LIGHTS
MISSION PEDESTAL OUTLETS
MISSION STRING LIGHT RECEPTACLES
MISSION IN-GRADE DUSK ON / TIMECLOCK OFF 2
DUSK ON / TIMECLOCK OFF 2
DUSK ON / TIMECLOCK OFF 2
2
MR-3
MR-12
MR-14
MR-13A
MR-18
MR-20
MR-22
MR-24
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
R9
R10
R11
R12
AMPHITHEATRE RECEPTACLE
R13
R14
R15
R16
CREEK LIGHTS
CREEK LIGHTS
SOUTHWEST PATH LIGHTS
MISSION POLE RECEPTACLE
MISSION POLE LIGHT
AMPHITHEATRE RECEPTACLE DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
MR-26
MR-28
MR-30
MR-32
MR-34
MR-27
MR-29
MR-31
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
R17
R18
R19
R20
SOUTH WEST PATH LIGHTS
R21
R22
R23
R24
SPARE
SPARE
SPARE
SPARE
BROAD STREET AND POLE LIGHTS SOUTH CREEK DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
MR-33
MR-35
MR-37
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
R25-R32 (SPACES)
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
DUSK ON / TIMECLOCK OFF
AMPHITHEATRE STEP LIGHTS
BROAD STREET AND POLE LIGHTS SOUTH CREEK
25 TEMP POWER PANEL SCHEDULE
OUTLET A: PEDESTAL TL310-WCS-PED WITH (2)20A 120V WEATHER RESISTANT/TAMPER
RESISTANT RECEPTACLE. #GFCI/WR/TR. COLOR FINISH: RAL6009 OR PANTONE 5535
OUTLET B: PEDESTAL TL310-WCS-PED. PROVIDE WITH (1)50A 120/ 240V 4-WIRE CALIFORNIA STYLE
RECEPTACLE. WILL REQUIRE 14" DEEP SPECIALIZED HOUSING (NEMA 14-50). #9-50A. COLOR
FINISH: RAL6009 OR PANTONE 5535
OUTLET C: RECESSED/DEEP HOUSING TO FLUSH MOUNT AT CONCRETE #TL310-WCS. PROVIDE
(2)20AMP 125/250V NEMA 14-20R. COLOR FINISH SELECTED BY LANDSCAPE ARCHITECT.
A
B
C
MISSION PEDESTAL OUTLETSMR-13B
02/21/2024
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05.14.2024
E-006
CITY SPECIFICATION NO.
DATE:
PR
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
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d
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
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2 PLAZA 2
NOT TO SCALE
1 PLAZA 1
NOT TO SCALE
4 PLAZA 4
NOT TO SCALE
3 PLAZA 3
NOT TO SCALE
6 PLAZA 6
NOT TO SCALE
5 PLAZA 5
NOT TO SCALE
8 PLAZA 8
NOT TO SCALE
7 PLAZA 7
NOT TO SCALE
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN
ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN
ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN
ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP
FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN
ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.
02/21/2024
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05.14.2024
E-007
CITY SPECIFICATION NO.
DATE:
PR
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
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2 PLAZA 10
NOT TO SCALE
1 PLAZA 9
NOT TO SCALE
4 PLAZA 12
NOT TO SCALE
3 PLAZA 11
NOT TO SCALE
6 PLAZA 14
NOT TO SCALE
5 PLAZA 13
NOT TO SCALE
8 PLAZA 16
NOT TO SCALE
7 PLAZA 15
NOT TO SCALE
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP
FUSE IN ADVANCE OF LIGHT INSIDE EXISTING PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND
ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REMOVE EXISTING PATIO AROUND WOOD POST, DISCONNECT AND REMOVE EXISTING POST LIGHT
AT EXISTING NOVO PATIO. NOVO RESTAURANT WILL REPLACE EXISTING WOOD PATIO TO REPLACE
OPENING.
02/21/2024
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05.14.2024
E-008
CITY SPECIFICATION NO.
DATE:
PR
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
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d
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
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2 PLAZA 18
NOT TO SCALE
1 PLAZA 17
NOT TO SCALE
4
3 PLAZA 19
NOT TO SCALE
6
5
8
7
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP
FUSE IN ADVANCE OF LIGHT INSIDE EXISTING PULL BOX.
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND
2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
02/21/2024
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E
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05.14.2024
SS
SS
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SSSSSSSSSSSSSS
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SS
SS
SS
SS
SS
SS
SS
SS
WL
WL
24" OLIVE
18" TREE
4" TREE
26" TREE
4" TREE
26"
P
I
N
E
28" TREE
26" TREE
26" TREE
22" TREE
6" T
R
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6",1
0
"
,
1
2
"
T
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CO
C
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WM
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1805215.16
OUTLE
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3175
215.22OUTLET RI
S
ATT
WV
WV
SL
B
WM
WM
PG
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CT
V
PG
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WM
ELEC
ELEC
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WV
WV
ICVICV
MP
T
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48"
B
A
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BENCH
BE
N
C
H
BE
N
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2 STEPS
DO
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R
11'±
T
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L
A
R
C
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D
M
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:
2
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6
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INV
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:
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2
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BE
N
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N
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2"
B
F
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:
2
1
4
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9
3
'
/
/
/
8"
P
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P
P
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1
0
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WV
S
C
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TR
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1
4
"
BOL
L
A
R
D
W
S
PA
C
B
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L
L
3 S
T
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P
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11
S
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1
0
S
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BENCH
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TO
G
+
2
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4
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8
1
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=
2
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1
6
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8
S
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IC
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IC
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18"
T
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2P 18"
T
R
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E
10"
O
A
K
8" T
R
E
E
26"
E
U
K
16" TRE
E
36" TRE
E
28" TRE
E
24" PINE
26" PINE
TRASH
TRASH
2" B
F
P
BOLLARD LID
ELE
C
O
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T
L
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T
S
CO
N
C
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T
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S
T
A
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10" PINE
12" OAK
10" OAKPATIO FF: 205.44'
10" OAK
UT
I
L
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T
A
L
F
E
N
C
E
W
I
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H
WO
O
D
E
N
P
O
S
T
8 STEPS
WA
L
K
/
/
/
DRINKING FOUNTAIN
//////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
WL
WL
WL
WL
WL
WL
40
"
T
R
E
E
GRANITE CUR
B
C
O
10" TREE
CO4 STEPS
4" TREE
LIFT
I
N
S
W
TEL
TR
A
S
H
ICV
12" TREE
CT
V
UT
I
L
UT
I
L
WM
WV
14
"
T
R
E
E
10"
T
R
E
E
WV
WV
WV
UTIL
UT
I
L
WM
GA
S
3 FI
R
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V
A
L
V
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S
S
16" TREE
8" 3P TREE
8" & 14"
2P TREE
WM WM
PAC BELL
WM
WV
S
UT
I
L
TC:
2
0
2
.
9
7
'
FL:
2
0
1
.
9
7
'
INV:
1
9
9
.
8
7
'
BE
N
C
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BE
N
C
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FIR
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A
L
A
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ON
W
A
L
L
11
S
T
E
P
S
5 STEPS
BENCH
BENCH
BENCH
BENCH
TRASH
BENCH
BENCH
TRASH
20"
T
R
E
E
10"
T
R
E
E
BO
U
L
D
E
R
P
A
T
H
O
U
T
L
I
N
E
12"
T
R
E
E
40"
T
R
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E
6" T
R
E
E
8" T
R
E
E
28"
T
R
E
E
2P
6
"
T
R
E
E
6" T
R
E
E
4" T
R
E
E
6" T
R
E
E
-2 I
C
V
s
-HO
S
E
B
I
B
ELE
C
MP
4
"
T
R
E
E
8" T
R
E
E
14"
O
A
K
12"
T
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E
E
12"
T
R
E
E 12" TREE
3P 6"
TREE
ST
O
N
E
W
A
L
L
3.8'
±
T
A
L
L
WA
L
L
L
I
G
H
T
S
A
T
A
P
P
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L
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1
0
F
E
E
T
.
4 STEPS
TRASH
5 STE
P
S
6 STE
P
S
BEN
C
H
2" PVC
P
I
P
E
BELO
W
B
R
I
D
G
E
ARE
A
L
I
G
H
T
BEL
O
W
B
R
I
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EL
E
ELE
C
B
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BEL
O
W
B
R
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1
"
E
L
E
C
O
N
D
U
I
T
B
E
L
O
W
B
R
I
D
G
E
TO
G
:
1
9
3
.
4
1
'
HA
N
G
I
N
G
F
I
S
H
A
R
T
EL
E
EL
E
EL
E
EL
E
EL
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3" P
V
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P
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CO
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C
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B
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G
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F
O
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T
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ELE
C
C
O
N
D
U
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T
BEL
O
W
B
R
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D
G
E
ARE
A
L
I
G
H
T
BEL
O
W
B
R
I
D
G
E
WO
O
D
E
N
W
A
L
L
ON
B
R
I
D
G
E
ELEC
22"
T
R
E
E
16"
T
R
E
E
18"
T
R
E
E
22
"
T
R
E
E
BIK
E
R
A
C
K
TOG: 19
7
.
5
7
'
2 STEPS
9 S
T
E
P
S
7
S
T
E
P
S
HA
N
G
I
N
G
A
R
T
P
I
E
C
E
LAY
E
R
E
D
S
T
O
N
E
W
A
L
L
VAR
I
E
D
H
E
I
G
H
T
LAY
E
R
E
D
S
T
O
N
E
W
A
L
L
PL
A
N
T
E
R
UTL
2" C
O
N
D
U
I
T
40" TREE
WV
HO
S
E
B
I
B
ELEC
OVERHEAD
T
R
E
L
L
I
S
O
V
E
R
H
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A
D
-EXPOS
E
D
2
"
C
O
N
.
-HOSE B
I
B
TRASH
8
S
T
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P
S
-
E
L
E
C
B
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X
-
E
L
E
C
O
U
T
L
E
T
-
I
C
V
-
A
R
E
A
L
I
G
H
T
1.5" CONDUIT
6" P
V
C
DR
I
V
E
W
A
Y
ART
P
I
E
C
E
EXPO
S
E
D
1
'
C
M
P
WOODEN RETAINING
WALL
10"
T
R
E
E
40"
T
R
E
E
20"
T
R
E
E
36" & 30"
2P TREE
ELEC
UT
L
3 IC
V
s
CO
N
D
U
I
T
B
O
X
ICV
8'± TALL
W
A
L
L
6" WALL D
R
A
I
N
BE
N
C
H
2P 6"
TREE
8" TREE
HOSE B
I
B
WALK
PAT
I
O
DI
W
E
E
P
LIFT IN SIDEWALK
WA
L
K
W
A
Y
MONTEREY STREET
BR
O
A
D
S
T
R
E
E
T
BR
O
A
D
S
T
R
E
E
T
27.5'27.5'
25'25'
TRASH
FL
CO
N
C
R
E
T
E
M
O
W
S
T
R
I
P
WA
L
K
DOOR
7 S
T
E
P
S
.5'±
C
O
N
C
R
E
T
E
W
A
L
L
2'±
C
O
N
C
R
E
T
E
W
A
L
L
8 STEPS
TC
D
TC
D
TC
D
TC
D
TC
D
TC
D
TC
D
RI
M
=
2
1
5
.
8
5
'
IN
V
1
0
"
=
2
1
0
.
2
7
'
RIM=214.49'
INV 12"=201.57'
RI
M
=
2
0
2
.
6
0
'
IN
V
8
"
=
1
9
6
.
2
'
RIM=206.19'
INV 12" DROP (NE)=198.99'
INV 12" (NE-SW) 8" (SE)=194.54'
MONTEREY STREET
ELEC
6
6
35
12
13
17
7
23
8
(TBR)
(E)
13
18
16 PG&E #248
16 CITY #221632
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)
(E)
A-2
A-4
A-4
A-2
A-2
A-2
B-4 UNDER STAIRS
A-2,4
B-4,6
B-3
(E)
(E)LIGHTS ON BRIDGE ARE CIRCUIT A-4
B-4,6
A-4
A-4
A-4
15
28
4
25
10
2627
8
19
11
24
4
5
9
(TBR)
(TBR)
8
22
3
A-7,8,9,10,12,
12,14,15,18,
19,20 29
A-2,4, B-1,3
B-1 B-1
B-3
B-1
B-1
B-1
A-4, B1, B3
(E)
A-2
A-2,4
(E)(E)
21
14
A-6
A-6 A-6 A-6
A-6
A-10
A-9,14,16
30
(E)
A-4
B-4,6
B-1
B-1
B-1
B-1
B-1
B-3
B-3
B-3
B-3
B-1
B-3
B-3
6
A-7,9,11,12,18,19,20A-10
50A
A-8
(E)
A-7,9,11,12,18,20B-21/23
B-17
A-4
J
B-4
J
A-4
B-4,6
B-4,6
A-9
A-9
A-9
A-9
A-9
1
2
A-14
A-14
A-14
3
7
31
20
MA
T
C
H
L
I
N
E
33
34
7
36
A-6
A-6
[B-4]
(E)
(TBR)
A-4
A-2
A-8
(E)
A-8(E)
A-9
A-9
A-7
A-7
A-7
MA
T
C
H
L
I
N
E
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
7
E-006
8
E-006
2
E-007
1
E-0073
E-007
(TBR)
3
E-008
6
E-006
3
5
E-007
6
E-007
7
E-007
8
E-007
1
E-008
2
E-008
3737
37
37
37
7
4
E-007
7
(TBR)
(E)
7
7
7
7
7
7
7
(TBR)
38
ED-101
CITY SPECIFICATION NO.
DATE:
PR
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SH
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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A
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A
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&
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
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NO. 10757
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ORPD NA
OIEFSS
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San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
EL
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REFERENCE NOTES
1.EXISTING 50A 120/125V SINGLE PHASE 4W
OUTLETS TO REMAIN.
2.EXISTING POST WITH OUTLET TO REMAIN.
3.EXISTING ROUND PULLBOX TO REMAIN.
4.EXISTING ELECTRICAL PULLBOX FOR BRANCH
CIRCUIT TO POLE MOUNTED SECURITY CAMERAS.
5.EXISTING POLE MOUNTED SECURITY CAMERAS TO
REMAIN.
6.EXISTING STEP LIGHTS TO REMAIN.
7.EXISTING POST LIGHT TO BE REMOVED AND
REPLACE. REFER TO EXISTING SITE POLE IMAGES
E-006 THROUGH E-008 REQUIREMENTS. PROVIDE
NEW FOUNDATION PER DETAIL 5/E-003.
8.EXISTING POST LIGHT TO BE REMOVED (REFER TO
ES-101 FOR LOCATION).
9.DISCONNECT/REMOVE EXISTING LIGHT ON WOOD
POST IN EXISTING PATIO. (TYPICAL OF 4
LOCATION).
10.REMOTE METER PG&E 1009777621 MOUNTED
OUTSIDE BUILDING.
11.EXISTING TELEPHONE PULL BOX TO BE REMOVED.
12.EXISTING BRANCH CIRCUIT CONDUIT TO
MONUMENT FROM EXISTING POST LIGHT. BRANCH
CIRCUIT WILL NEED TO BE RECONNECTED DUE TO
REMOVAL OF POLE LIGHT.
13.EXISTING SECONDARY PG&E PULL BOX TO BE
REPLACE WITH NEW. PG&E TO VERIFY SIZE.
14.EXISTING AT&T COPPER RISES TO THIS POST.
COORDINATE WITH AT&T TO REMOVE.
15.EXISTING SUB-SURFACE TRANSFORMER T-249.
16.EXISTING STREET COBRA LIGHT.
17.EXISTING PG&E SECONDARY CONDUIT(S)
BETWEEN TRANSFORMER AND PULL BOXES.
18.PROTECT EXISTING CONDUITS IN THIS AREA.
19.EXISTING PULL BOX TO REMAIN. RE-USE TO
CONNECT NEW POLE MOUNTED LIGHT.
20.EXISTING HOMERUN TO EXISTING DECORATIVE
POST LIGHT. INTERCEPT EXISTING BRANCH
CIRCUIT AND EXTEND TO TEMPORARY PANEL.
21.RE-ROUTE EXISTING BRANCH CIRCUIT CONDUIT
TO RE-POWER EXISTING AND NEW DECORATIVE
POLE LIGHTS.
22.EXISTING PULL BOX TO BE REMOVED.
REMOVE/PULL EXISTING CONDUCTORS FROM
NEAREST PULL BOXES ENTERING EXISTING THIS
PULL BOX. FIELD INTERCEPT EXISTING BRANCH
CIRCUIT CONDUITS AND EXTEND CONDUITS AND
BRANCH CIRCUITS TO NEW PULL BOX LOCATION
SHOWN ON SHEET ES-101. PRIOR TO REMOVING,
LABEL EACH WIRING WITH BRANCH CIRCUIT
NUMBERS FROM EXISTING PANEL. EXTEND NEW
BRANCH CIRCUIT TO TEMPORARY PANELBOARD.
23.EXISTING ELECTRICAL PULL BOX LABEL AS WATER
VALVE TO BE REPLACE WITH NEW CONCRETE
PULL BOX. INTERCEPT EXISTING BRANCH
CIRCUITS AND EXTEND TO TEMPORARY PANEL.
24.EXISTING BRANCH CIRCUITS. VERIFY EXACT
ROUTING, INTERCEPT EXISTING HOMERUN TO
RESTROOM BUILDING, AND EXTEND TO
TEMPORARY PANEL.
25.REMOVE AND DISCONNECT EXISTING ELECTRICAL
PULL BOX.
26.DISCONNECT AND REMOVE EXISTING 200AMP
PANELBOARD WITH (2)100AMP FEED BREAKER TO
FEED EXISTING PANEL "A" AND PANEL "B".
27.COORDINATE WITH PG&E TO REMOVE EXISTING
SECONDARY SERVICE CONDUITS.
28.DISCONNECT / REMOVE ALL LIGHTS, PLUGS, AND
ANY POWER IN BATHROOM. COORDINATE WITH
OWNER IF ANY EQUIPMENT IN THE EQUIPMENT
ROOM WILL NEED TO BE SALVAGED. COORDINATE
WITH LANDSCAPE ARCHITECT FOR LOCATION OF
EXISTING IRRIGATION SYSTEM. MUST BE
CONNECTED TO TEMPORARY POWER DURING
CONSTRUCTION.
29.EXISTING PANEL AND CIRCUITS IN THE ADOBE
ROOM TO BE REMAIN. REFER TO NOTE 22 FOR
EXISTING HOMERUN BRANCH CIRCUITS.
30.EXISTING OUTLET TO BE REMOVED.
31.EXISTING SITE LIGHTING PULL BOX TO REMAIN.
32.EXISTING AT&T PULL BOX TO REMAIN.
33.FIELD LOCATED EXACT LOCATION OF EXISTING
BRANCH CIRCUIT UNDERGROUND IN THIS AREA.
INTERCEPT EXISTING BRANCH CIRCUITS AND
EXTEND TO NEW PULL BOX SHOWN ON ES-101.
34.FIELD LOCATE ROUTING OF HOME RUN TO
EXISTING PULL BOX (NOTE 22)
35.THIS LIGHT WILL NOT BE IN OPERATION WHEN
RESTROOM WILL BEING BUILT.
36.EXISTING ELECTRICAL PULL BOX TO BE
RELOCATED PER ELECTRICAL PLAN. FIELD VERIFY
WHAT THE EXISTING BRANCH CIRCUIT IS FEEDING
AND INFORM ENGINEER.
37.VERIFY BRANCH CIRCUIT TO THIS EXISTING POLE.
MARK PANEL AND CIRCUIT NUMBER PRIOR TO
DEMOLITION OF RESTROOM BUILDING.
38.EXISTING AT&T CONDUIT WITH TELEPHONE DROP
TO BE ABANDONED.
NORTH
SCALE:
ELECTRICAL DEMOLITION SITE PLAN
1"=20'
PANEL "A"
PANEL "B"
SE
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-
1
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SHEET ED-101
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02/21/2024
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05.14.2024
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SLBGM
26" TREE
22" TREE
20" TREE
6",1
0
"
,
1
2
"
T
R
E
E
S
24" TREE
48" TREE
26" TREE
12" TREE
20" TREE
24" TREE
16" TREE
8" PINE
WV
WV
WV
WV1063208.72PM YLL
W
2
I
N
P
L
U1064208.57PM YLLW 2I
N
P
L
U1065208.66PM YLL
W
2
I
N
P
L
A
T
1066208.75PM YLLW
2
I
N
P
L
A
T
1304214.93PM NG
1305214.82PM NG
ICV
BE
N
C
H
BENCHBENCHBENCH
/
/
/
/
/
/
/
/
/
7 STEPS
4 STEPS 4 STEPS 4 STEPS 4 STEPS
TRASH
CONCRETE
PILLARS
ICVELECWEIR
BE
N
C
H
TS
B
TRASH
/
/
/
/
/
/
S
PG
E
PGE
TSB
ICV
ELEC
TRAIL
S
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G
N
12"
T
R
E
E
4P
4
"
T
R
E
E
18"
T
R
E
E
FLAG POLE
12 STEPS
TRELLIS OVERHEAD
TRASH
ICV
1'± TALL PLANTER
8
S
T
E
P
S
TE
L
GA
S
GA
S
GA
S
MISSION SIGN
UTIL VLTSBOLLARD LID
-ELEC CONDUIT
-HOSE BIB
BEN
C
H
BEN
C
H
BEN
C
H
BE
N
C
H
SIG
N
W
I
T
H
N
A
T
I
V
E
FIS
H
I
N
F
O
22"
T
R
E
E
18"
T
R
E
E
TO
G
:
2
0
4
.
6
8
'
INV:
2
0
3
.
5
8
'
RAIL ON STONE WALL .5± TALL
7 ST
E
P
S
TRASH
ELEC
T
R
E
L
L
I
S
O
V
E
R
H
E
A
D
8
S
T
E
P
S
BUILDING
OVERHEAD
EXPOSED
FOOTING
-
E
L
E
C
B
O
X
-
E
L
E
C
O
U
T
L
E
T
-
I
C
V
-
A
R
E
A
L
I
G
H
T
1.5" CONDUIT
UTIL
6" P
V
C
EXPOS
E
D
1
'
C
M
P
1'± TALL PLANTER
8'± TALL
W
A
L
L
CH
O
R
R
O
S
T
R
E
E
T
MONTEREY STREET
25
'
25
'
25'25'
25
'
25
'
25
'
25'35'
BIKE RACK
TRASH
WALL
PLAQUE
FOUNTAIN
PED
8 STEPS
TS
T
SS
M
H
R
I
M
=
2
0
7
.
9
2
'
INV
8
"
=
2
0
2
.
5
9
(E)
A-9
A-9
MA
T
C
H
L
I
N
E
12
7
19
18
2
13
11
10
9
8
12
1
5
4
3
2
1
A-9
A-9
A-7
A-9A-7
A-7
MA
T
C
H
L
I
N
E
A-9 A-11
A-18/20
A-9
(E)
14
15
A-9
A-9A-12
16
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
1
E-006
2
E-006
4
E-006
3
E-006
5
E-006
1
1
1
ED-102
CITY SPECIFICATION NO.
DATE:
PR
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
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%
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p
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2
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8
1
7
0
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-
8
1
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D
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1
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1
~
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D
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2
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d
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
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REFERENCE NOTES
NORTH
SCALE:
ELECTRICAL DEMOLITION SITE PLAN
1"=20'
1.EXISTING POST LIGHT TO BE REPLACE WITH NEW. REFER TO IMAGE FOR
REQUIREMENTS.
2.EXISTING RECEPTACLE PEDESTAL TO REMAIN. VERIFY EXACT LOCATION.
3.EXISTING PUMP IS THE SAME CIRCUIT AS THE RECEPTACLE CKT 11.
4.EXISTING FOUNTAIN TO REMAIN.
5.(E)1"BRANCH CIRCUIT CONDUIT PER AS-BUILT.
6.EXISTING OUTLET PEDESTAL TO REMAIN WITH DEDICATED CIRCUIT FROM PANEL "D".
VERIFY EXACT LOCATION.
7.ORIGINALLY CIRCUITED TO CIRCUIT A-7. RE-CIRCUIT TO EXISTING LIGHTING CIRCUIT
A-9.
8.EXISTING PULL BOXES FROM PANEL "D".
9.(E)METER/PANEL "D".
10.(E)SECURITY CAMERA MOUNTED ON POLE IN THIS LANDSCAPE AREA.
11.EXISTING 1-1/4"C BRANCH CIRCUIT CONDUIT PER AS-BUILT.
12.(E) OUTLET PEDESTAL WITH DEDICATED CIRCUIT FROM PANEL "D".
13.ORIGINALLY CIRCUITED TO CIRCUIT A-12. RE-CIRCUIT TO LIGHTING CIRCUIT A-9.
14.EXISTING STEP LIGHT TO REMAIN. ORIGINALLY CIRCUITED TO A-11. RE-CIRCUIT TO
EXISTING LIGHTING CIRCUIT A-9.
15. (E)1-1/2"BRANCH CIRCUIT CONDUIT PER AS-BUILT.
16.EXISTING LIGHT AT STAIRS TO REMAIN. (TYPICAL)
17.EXISTING RECEPTACLE PEDESTAL. VERIFY EXACT LOCATION.
18.EXISTING STEP LIGHT TO REMAIN.
19.EXISTING PULL BOX TO REMAIN.
SHEET ED-102
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05.14.2024
MONTEREY ST.
MURRAY
ADOBE
ROW ROW
W W W W W W W W W
SSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSS
24" OLIVE
18" TREE
4" TREE
26" TREE
WV
WV
WV
WV
18"
T
R
E
E
2P 18"
T
R
E
E
10"
O
A
K
8" T
R
E
E
26"
E
U
K
16" TR
E
E
36" TR
E
E
28" TR
E
E
WL
WL
10" TREE
BENCH
14"
O
A
K
12"
T
R
E
E
12"
T
R
E
E 12" TREE
1
2
3A
6
6
17
9
3A
3A
SP
18
(E)
LIMIT OF WORK
27
13
-
EK-101
-
ER-101
RESTROOM
BUILDING
KIOSK BUILDING
8
16
19
37
3A
24
23
25
"M/M"
"PR"
"LC
P
"
"PK"
1
E-003
1
E-003
10
26
31
3B
14
14
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
28 28
SG SGSGSG
SP
4
SP
SG SG
SG SG
SG SG SG SG
CP
21
20
L
V
L
V
LV
LV
LV
LV
LV
LV LV LV LV LV LV LV LV LV
LV
LV LV LV
LV
LV
LV
LV
LV LV LV LV LV
V
LV
LV
LV
LV
LVLVLVLVLVLV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
E3
C2
22
LV
LV
LV LV LV LV LV LV LV LV LV LV LV LV LV LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
C1
E3 C1
E3
C4
E1
29E2
E3
E1
E1 E1
27
SP
5
5
(2)2"C.
7
38
6
30
32
33
33
LV
LV
LV
LV
11
34
35
E1
32,34
[A-6]
MR-16,18
12
3
3
MR-3,9,10,13A,13B
10
13A 13B
32,34
32,34
32,34
MR-32 [A-6]
MR-32 [A-6]
4#10+ GND
4#10+GND
4#10+GND
2#10+10CU GND
2#10+GND
[B-4,6]
6#10+10CU GND
(E)2"C WITH (E)2#10+10CU GND AND (N)4#10
MR-15,17,18,20,26,28,30
10
4#10+GND
[A-2,4, B-1,3,4,6]
[A-7,8,9,10,11,12,14,16]
[A-18,20,B-21,23]
(1)2"C (PVC40)-16#8+ GND
(1)2"C (PVC40)-2#6,2#8+GND
MR-36/38,40/42
MR-10,35,37
31
MR-12,27,29,31,33,35,37,12
10#8+8GND
16#8+GND
10
MR-10
2#10+GND
LV
2#10+GND
&DMX
MR-12
(2)2"C(PVC40)
12
36
C
28
A A
6
B
28
B
28
3#8+GND
(1)1"C(PVC40)
MR-39/41
MR-23/25
3#8+GND
(1)1"C(PVC40)
MR-19/21,14/16
(1)1"C(PVC40)
(6)#10 THWN
AND (1)#10
CU GND.
9
2#10+GND
2#10+GND 2#10+GND
4#10+GND
E3
3
3
2#10+GND
2#10+GND
14
14
V V V V
L
V
L
V
L
V
LV LV
L
V
L
V
L
V
LV LV LV LV
LVLVLV
L
V
L
V
L
V
LV
L
V
L
V
L
V
V
L
V
L
V
L
V
4
LC503
TYPICAL FOR ALL
"SG" FIXTURES
39
40
C3
(E)AT&T BOX
41
41
E4
E2
(TBR)
E5
E4
39
40
C4
C4
ES-101
CITY SPECIFICATION NO.
DATE:
PR
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
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%
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
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C
T
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NORTH
SCALE:
ELECTRICAL SITE PLAN
1/8"=1'-0"
REFERENCE NOTES
1.EXISTING CITY COMMUNICATION MANHOLE PER CITY STANDARD 9030. FIELD VERIFY EXACT LOCATION.
2.STUB 1-2" FIBER CONDUIT WITH NEW FIBER PER SPECIFICATION AND PULL STRING INTO MANHOLE. INSTALL PER
CITY STANDARD 6035.
3.NEW POLE LIGHT WITH NEW 11"X17" PULL BOX. (SEE DETAIL 22/E-005)
A. PROVIDE SEPARATE CIRCUIT FOR POLE MOUNTED RECEPTACLE.
B. SHARE CIRCUIT WITH POLE MOUNTED RECEPTACLE.
4.RECONNECT EXISTING POWER AT ART SCULPTURE. REMOVE CONDUCTORS FROM EXISTING POWER AT ART
SCULPTURE, INTERCEPT EXISTING BRANCH CIRCUIT CONDUIT AND EXTEND TO NEW PULL BOX AT NEW STREET
LIGHT WITH NEW BRANCH CIRCUIT WIRING.
5.NEW 20' GREEN POLE FOR CAMERA BY CITY POLICE. 24" X 24" X 48" DEEP CONCRETE BASE.
6.PROVIDE NEW 2" CONDUIT (UON) TO CAMERA POLE FOR FIBER CABLE PER CITY STANDARD 6035. PROVIDE NEW
FIBER CABLE PER SPECIFICATION.
7.INTERCEPT EXISTING 2" BRANCH CIRCUIT CONDUIT AND EXTEND TO NEW PULL BOX ADJACENT TO TEMPORARY
POWER.
8.FLUSH MOUNTED TERMINAL CABINET AND 2" FIBER CONDUITS FOR KIOSK. INSTALL CONDUIT PER CITY
STANDARD 6035.
9.PANEL AND FEEDER TO KIOSK FROM PANEL "FR".
10.(3)2"C HOME RUN BRANCH CIRCUIT CONDUIT TO PANEL "FR" INTERCEPT AND EXTEND ALL EXISTING BRANCH
CIRCUIT WHEN NEW METER SERVICE AND BREAKERS ARE INSTALL IN THE NEW RESTROOM.
11.EXISTING PG&E BOX TO BE REPLACE WITH NEW #3 SECONDARY PULL BOX PER PG&E REQUIREMENTS. PROVIDE
PAVER PULL BOX PER WUNDERCOVERS OR APPROVED EQUAL. (ESTIMATE 24"X36" COVER).
12.NEW PG&E 5" SECONDARY SERVICE CONDUIT. TRENCH PER PG&E REQUIREMENTS.
13.PROVIDE 4FT LONG STRUCTURE FOR TEMPORARY 200AMP METER SERVICE (PER PG&E GREEN BOOK 0635374).
PROVIDE 200AMP METER/MAIN WITH BYPASS SECTION AND NEW 200AMP, 120/240V SINGLE PHASE, 42 AMP
SPACE, NEMA 3R. REFER TO TEMP PANEL SCHEDULE ON SHEET E-005 DETAIL 25. RECONNECT ALL SITE BRANCH
CIRCUIT AND IRRIGATION CONTROLLER (LOCATED BEHIND BACKBOARD PER IRRIGATION PLANS). PROVIDE
LIGHTING RELAY CABINET WITH PHOTOCELL WITH 2-HOUR BY-PASS SWITCH TO TURN ON EXTERIOR
RECEPTACLES AND EXTERIOR LIGHTS THROUGH PHOTOCELL DURING RESTROOM CONSTRUCTION. FURNISHED
ALL RELAY/CONTACTOR FOR A COMPLETE WORKING SYSTEM. NOTE: CONTRACTOR MUST PROVIDE TEMPORARY
POWER FIRST FOR EXISTING LIGHTS AND LIGHTS TO REMAIN BEFORE DEMOLITION OF EXISTING RESTROOM.
14.ADD GFCI WET RATED DUPLEX OUTLET WITH LOCKABLE METAL WHILE -IN-USE COVER AT POLE FOR OWNER
FURNISHED STRING LIGHTS. CONNECT TO "LCP". REFER TO POLE WITH LANDSCAPE CONSTRUCTION DRAWINGS
LC504 DETAIL 4.
15.(E) RECEPTACLE IN THIS AREA. PROVIDE NEW 6" ROUND PULL BOX. SPLICE EXISTING BRANCH CIRCUIT BELOW
PULL BOX. PROVIDE PAVER COVER PULL BOX BY WUNDERCOVER OR APPROVED EQUAL. FIELD VERIFY EXACT
LOCATION.
16.NEW PULL BOX, FIELD LOCATE EXISTING CONDUITS, INTERCEPT AND EXTEND ALL BRANCH CIRCUIT FROM
EXISTING LOCATION TO TEMPORARY PANELBOARD. REFER TO NOTE 22/ED-101.
17.(E) EXISTING 20' CAMERA POLE. PROVIDE NEW WET RATED DUPLEX OUTLET WITH WHILE IN-USE METAL COVER
OUTLET IN EXISTING POLE ABOVE EXISTING CAMERA. REFER TO DETAIL 1/E-003 FOR REQUIREMENTS.
CONTRACTOR TO INSTALL 1/2" ENT INSIDE POLE FOR BRANCH CIRCUIT WIRING.
18.INTERCEPT (E) EXISTING BRANCH CIRCUIT CONDUIT AS SHOWN ON DEMOLITION SITE PLAN. WE ARE UNSURE
HOW THIS IS ROUTED TO EXISTING RESTROOM. INTERCEPT EXISTING BRANCH CIRCUIT AND EXTEND TO EXISTING
PULL BOX. EXTEND BRANCH CIRCUIT TO TEMPORARY POWER PANEL WHILE RESTROOM IS BEING INSTALLED.
19.NEW CONDUITS FOR NEW BRANCH CIRCUITS. INTERCEPT EXISTING BRANCH CIRCUIT AT PULL BOX AND EXTEND
NEW BRANCH CIRCUIT WIRING TO TEMPORARY PANEL WHILE RESTROOM IS BEING INSTALLED.
20.PULL BOX FOR IN-GRADE POWER AND CONTROL WIRING FOR FIXTURE TYPE "SG".
21.1"CONDUIT (PVC40) WITH 120V BRANCH CIRCUIT AND 300V DMX CONTROL WIRING CONDUIT FOR FIXTURE TYPE
"SG" PER MANUFACTURER REQUIREMENTS. REFER TO DIAGRAM. PROVIDE 120V AND DMX TO EACH POWER
SUPPLY. DAISY CHAIN DMX.
22.FIXTURE TYPE "SG" PROGRAMMABLE CONTROLLER. MOUNT ADJACENT TO LIGHT SWITCH.
23.DATA CABINET FOR FIBER TERMINATION.
24.NEW PG&E APPROVED COMMERCIAL RATED 400AMP SERVICE WITH (2)200AMP METER/MAIN ENCLOSURE, "M/M".
REFER TO SINGLE LINE DIAGRAM.
25.PANEL BOARD AND LIGHTING CONTROL PANEL AT RESTROOM CHASE.
26.EXISTING PG&E SECONDARY CONDUIT (ASSUMED STREET LIGHT).
27.INTERCEPT EXISTING BRANCH CIRCUIT CONDUIT, PLACE NEW PULL BOX, AND EXTEND NEW BRANCH CIRCUIT TO
EXISTING POLE LIGHTS AS SHOWN ON DEMOLITION PLAN. EXTEND TO NEW PULL BOX.
28.LOCKABLE RECEPTACLE PLUG BOX. FIELD VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO
ROUGH-IN. REFER TO DETAIL 20/E-005.
29.CONNECT TO NEW ART KIOSK MONITOR. COORDINATE WITH MANUFACTURER FOR INSTALLATION
REQUIREMENTS. PROVIDE 120V CONNECTION AND (1)CITY FIBER FROM DATA CABINET IN RESTROOM BUILDING
TERMINATE FIBER TO CAT6 CONVERTER AT KIOSK AND TERMINATE CAT6 CABLE PER KIOSK MANUFACTURER
REQUIREMENTS.
30.EXISTING BRANCH CIRCUITS IN THE ADOBE ALL HOME RUN TO EXISTING PULL BOX SHOWN ON NOTE 16.
31.PROVIDE NEW PULL BOX TO REPLACE WATER VALVE COVER. INTERCEPT EXISTING BRANCH CIRCUIT TO EXISTING
LIGHTS AS SHOWN ON DEMOLITION PLAN AND EXTEND NEW BRANCH CIRCUITS TO TEMPORARY POWER PANEL
VIA PULL BOX WHILE NEW RESTROOM IS BEING INSTALLED.
32.PROVIDE NEW BRANCH CIRCUIT SO EXISTING POLE LIGHTS AND THE ART LIGHTS WILL BE IN OPERATION WHEN
NEW RESTROOM IS UNDER CONSTRUCTION.
33.20AWG 8 CONDUCTOR DIRECT BURIAL LEAD CABLE WITH DISCONNECT TO CONNECT FROM DRIVER TO FIXTURE.
INSTALL 3
4"C (PVC 40) UNDER CONCRETE OR PAVERS BUT AT LANDSCAPE AREA CAN BE DIRECT BURIAL. (1) PER
FIXTURE.
34.REPLACE EXISTING ELECTRICAL PULL BOX AND RELOCATE TO NEW PAVER AREA. FIELD VERIFY WHAT THE
EXISTING BRANCH CIRCUIT IS FEEDING AND INFORM ENGINEER.
35.NEW TELEPHONE BOX PER AT&T REQUIREMENTS. VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT PRIOR
TO ROUGH-IN.
36.INSTALL 2"C BETWEEN TEMPORARY 200AMP NEMA3R LOAD CENTER AND PG&E SECONDARY PULL BOX. PROVIDE
WITH (3)#3/0 THWN AND (1)#6 CU GROUND. COORDINATE WITH PG&E. PG&E WILL SPLICE A SECONDARY PULL BOX.
37.EXISTING SECONDARY CONDUIT TO EXISTING SUB-SURFACE TRANSFORMER T-249 TO REMAIN.
38.INSTALL 2" (PVC 40) SPARE CONDUIT AND STUB TO EXISTING PULL BOX. SPARE CONDUIT WILL BE FOR FUTURE
ADOBE RENOVATION.
39.PROVIDE PULL BOX FOR FUTURE POWER CONNECTION. PROVIDE (2)2"CONDUIT TO PANEL "PR" WITH PULL
STRINGS.
40.PROVIDE PULL BOX FOR FUTURE SIGNAL CONNECTION. STUB 2"CONDUIT
WITH PULL STRING TO RESTROOM BUILDING PLUMBING SHAFT. LABEL
CONDUIT STUBS.
41.PROVIDE NEW 2"CONDUIT (PVC 40) WITH PULL STRING PER AT&T
REQUIREMENTS BETWEEN EXISTING AT&T VAULT TO KIOSK BUILDING
TERMINAL CABINET.
PULL BOX LEGEND
C1
C2
E1
E2
E3
V
11"X17"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL"
24"X36"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL"
17"X30"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"
16.5"X9.5" X12" IP68 WET-LISTED DIRECT BURIAL VAULT HOUSING FOR
REMOTE POWER SUPPLY. (Q-TRAN #Q-VAULT-5 [PLATE COVER
OPTION]-[RING OPTION]) OR APPROVED EQUAL OPTIONS SELECTED BY
LANDSCAPE ARCHITECT.
NOTE: FIELD VERIFY EXACT LOCATION OF EACH PULL BOXES SHOWN ON PLAN
WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN
FIBER OPTIC CONDUIT BEND MUST HAVE A MINIMUM RADIUS OF 36"
17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"
(WUNDERCOVERS OR EQUAL)
11"X17"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"
(WUNDERCOVERS OR EQUAL)
E4 17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"
C3
E5 11"X17"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"
17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "AT&T"
(WUNDERCOVERS OR EQUAL)
C4 17"X30"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL"
POWER CUT-OVER SEQUENCE OF OPERATIONS:
ELECTRICAL CONTACT TO CONTACT PG&E INSPECTOR TO ARRANGE A
PRE-CONSTRUCTION MEETING (805-546-5247). INSTALL THE TEMP PANEL
AND BACKBOARD, INTERCEPT ALL EXISTING BRANCH CIRCUITS, EXTEND TO
TEMPORARY PANELBOARD, AND RUN FEEDER CONDUIT TO NEW
SECONDARY PULL BOX. COORDINATE WITH PG&E FOR CUT-OVER TO
DISCONNECT THE EXISTING SERVICE AT EXISTING RESTROOM AND PG&E
TO SPLICE THE NEW CABLES TO POWER THE TEMP PANEL. PROVIDE
METHOD OF PROCEDURE (MOP) FOR EXECUTION OF MEANS AND METHODS
IMPLEMNTATION FOR CITY/ARCHITECT/ENGINEER TO REVIEW AND
APPROVAL PRIOR TO START OF WORK.
02/21/2024
M,
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=
$
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05.14.2024
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EK-101
CITY SPECIFICATION NO.
DATE:
PR
O
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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A
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A
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&
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
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LTL IE
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OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
EL
E
C
T
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I
C
A
L
K
I
O
S
K
F
L
O
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R
P
L
A
N
S
REFERENCE NOTES
1.PROVIDE 24 HOUR PROGRAMMABLE TIMER FOR EXTERIOR LIGHTING
CONTROLLERS (LEVITON #021-VPT24-1P2 OR APPROVED EQUAL.)
2.PROVIDE 4S BOX, RING, COVER PLATE AND 3/4" C.O. (EMT)(OVERHEAD
TO TERMINAL CABINET FOR FUTURE DATA BY TENANT.
3.PROVIDE 4S BOX, RING, COVER PLATE AND 3/4" C.O. (PVC 40) (U.G.) TO
PANEL FOR FUTURE USE.
4.NEW LOAD CENTER PROVIDE PER PANEL SCHEDULE ON THIS SHEET.
5.PROVIDE FLUSH MOUNTED CABINET WITH FOR AT&T AND CITY FIBER,
14"W X 4"D X 18"H.
2 KIOSK POWER/SIGNAL PLAN
SCALE: 1/4"=1'0"
1 KIOSK LIGHTING PLAN
SCALE: 1/4"=1'0"
02/21/2024
MI
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05.14.2024
A
A
D
D
1 1
22
B
B
C
C
J
LC
P
JJ
WATER HEATER
7
PANELBOARD, "MR"
METER/MAIN, "M/M"
16
4 "LCP"
+42"
+42"
2
J
2J
J
GFI
+48"
4 FIXTURE TYPE 'SG" PROGRAMMABLE
CONTROLLER, DMX INTERFACE. (6.3" WX 3.6"H
1.8"D)
MR-5A,5B
J
J
8
6
6
GFI
+42"
4
8
MR-4,6,8
MR-2
MR-7A,7B
5A
5B
RESTROOM
102
P. CHASE
103
RESTROOM
101
7A
7B
A
A
D
D
1 1
22
B
B
C
C
4
OS
a
b
c
OS
PC
OS
PC
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SD
SD
A
A
A
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5
1
1111
1
1 1
3
1
3
1
RESTROOM
102
P. CHASE
103
RESTROOM
101
ER-101
CITY SPECIFICATION NO.
DATE:
PR
O
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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&
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AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
REE
G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
EL
E
C
T
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C
A
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F
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REFERENCE NOTES
1.CONNECT TO WATER HEATER PER PLUMBING PLANS.
2.CONNECT TO ELECTRIC HAND DRYER VERIFY EXACT LOCATION TO
ARCHITECTURAL PLANS PRIOR TO ROUGH-IN.
3.CONNECTION TO FIXTURE TYPE SG CONTROLLER.
4.PROVIDE CONNECTION TO LIGHTING CONTROL PANEL ROUTE ALL
EXTERIOR LIGHTS AND OUTLETS PER SCHEDULE.
5.ROUTE THROUGH "LCP".
6.CONNECT TO IRRIGATION CONTROL. VERIFY EXACT LOCATION WITH
LANDSCAPE CONSTRUCTION PLANS PRIOR TO ROUGH-IN.
7.PROVIDE BLACK FINISH 26U WALL MOUNTED DATA CABINET WITH
TEMPERED GLASS DOOR STYLE (CHATSWORTH 48"HX24"WX30"D
CUBE-iT CABINET #12419-748 OR APPROVED EQUAL). FURNISH WITH
STANDARD FAN AND FILTER KIT (#40972-001), VERTICAL CABLING
SECTION (2)11U #40970-711 AND (1)4U #4097-704. REFER TO DETAIL
6/E-003 FOR ADDITIONAL INFORMATION.
2 RESTROOM POWER/SIGNAL PLAN
SCALE: 1/4"=1'0"
1 RESTROOM LIGHTING PLAN
SCALE: 1/4"=1'0"
OS
PC
OS
LINE VOLTAGE CEILING MOUNT MOTION SENSOR, DUAL
TECHNOLOGY (PIR/MICROPHONICS) (SENSOR SWITCH
CMR PDT 10 CM COVER)
LINE VOLTAGE CEILING MOUNT MOTION SENSOR, DUAL
TECHNOLOGY (PIR/MICROPHONICS) WITH PHOTOCELL
WITH DIMMING (SENSOR SWITCH #CMR PDT 10 ADC CM
COVER
NOTE: THE INTERIOR RESTROOM LIGHTS SHALL NOT
TURN COMPLETELY OFF. SET OCCUPANCY SENSOR TO
DIM DOWN AT 20-50% WHEN SPACE IS UNOCCUPIED.
02/21/2024
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05.14.2024
ET24101
CITY SPECIFICATION NO.
DATE:
PR
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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A
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A
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&
K
I
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K
AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
O
N
S
T
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
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IL FCA
AIN
H
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A
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G
I
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ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
EN
E
R
G
Y
C
O
M
P
L
I
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D
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.
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(
R
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S
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)
10.18.2022
02/21/2024
MI
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05.14.2024
ET24102
CITY SPECIFICATION NO.
DATE:
PR
O
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E
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SH
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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A
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A
R
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S
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O
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&
K
I
O
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K
AS NOTED
2.12.2024
0256-03-CU20
91439-01
10
0
%
C
O
N
S
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I
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.
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EXPIRES: 06/30/26
THOMA #20-8170
ARE
TMA.E
C
F
NO. 10757
E
L
T
S
OE
A
T
E
SIGER
IW
LTL IE
A
RO
L
I CRT
IL FCA
AIN
H
O
M N
A
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G
I
N
ORPD NA
OIEFSS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
CJ
CJ
EN
E
R
G
Y
C
O
M
P
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(
K
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)
10.18.2022
02/21/2024
MI
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05.14.2024
CITY SPECIFICATION NO.
DATE:
PR
O
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:
SH
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
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P
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A
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A
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&
K
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CO
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AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
10
0
%
C
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S
T
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S
689 Tank Farm Rd., Ste 240
SLO, CA 93401
BMA JOB# 22203.00
OFF: (805) 544-4269
BMA Mechanical +
M 33,682
BR A N D O N ROD
G
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R
S
MECHA N I C A L
EXP 6/30/25
REGIST E R E D P R O F ESSIONA
L E
N
G
I
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E
R
S
T
ATE OF C A L I F O R N IA
P1.0
PROJECT TEAM LIST
PLUMBING ABBREVIATIONS
PLUMBING LEGENDWATER HEATER SCHEDULE
PLUMBING FIXTURE SCHEDULE
PLUMBING GENERAL NOTES
·
·
·
·
·
·
·
·
SERVICE WATER HEATING STANDARDS AND CODE MEASURES
UTILITY SIZING
PL
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B
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02/21/2024
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05.14.2024
CITY SPECIFICATION NO.
DATE:
PR
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C
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MI
S
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O
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APRIL 24, 2023
0256-03-CU20
91439-01
10
0
%
C
O
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689 Tank Farm Rd., Ste 240
SLO, CA 93401
BMA JOB# 22203.00
OFF: (805) 544-4269
BMA Mechanical +
M 33,682
BR A N D O N ROD
G
E
R
S
MECHA N I C A L
EXP 6/30/25
REGIST E R E D P R O F ESSIONA
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ATE OF C A L I F O R N IA
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FLOOR CLEANOUT
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3
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6
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02/21/2024
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05.14.2024
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APRIL 24, 2023
0256-03-CU20
91439-01
10
0
%
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689 Tank Farm Rd., Ste 240
SLO, CA 93401
BMA JOB# 22203.00
OFF: (805) 544-4269
BMA Mechanical +
M 33,682
BR A N D O N ROD
G
E
R
S
MECHA N I C A L
EXP 6/30/25
REGIST E R E D P R O F ESSIONA
L E
N
G
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S
T
ATE OF C A L I F O R N IAGENERAL NOTESREFERENCE NOTES
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02/21/2024
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05.14.2024
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T
T
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T
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SHEET NO.
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SCALE:
PLAN FILE NO. / LOCATION
MI
S
S
I
O
N
P
L
A
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A
R
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T
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M
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N
D
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M
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N
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AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
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S
689 Tank Farm Rd., Ste 240
SLO, CA 93401
BMA JOB# 22203.00
OFF: (805) 544-4269
BMA Mechanical +
M 33,682
BR A N D O N ROD
G
E
R
S
MECHA N I C A L
EXP 6/30/25
REGIST E R E D P R O F ESSIONA
L E
N
G
I
N
E
E
R
S
T
ATE OF C A L I F O R N IAGENERAL NOTESREFERENCE NOTES
PLUMBING FLOOR PLANS (KIOSK) - WASTE & WATER
SCALE: 1/4" = 1' - 0"
COLD WATER WASTE & VENT
PL
U
M
B
I
N
G
F
L
O
O
R
P
L
A
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S
T
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02/21/2024
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N
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05.14.2024