HomeMy WebLinkAboutReso - PC - 2022.01.10 - 8BDocuSign Envetope I D : 7 1 AOD4a9-3ggg+teC-aoEA- E4o5g27 448E8
RECORDING REQUESTED BY
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2022_020901
1:24 pm 03t09t22 R1 Fee: NO FEE
Count of pages 11Recorded in Official Records
County of San Mateo
Mark Church
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Resolution No. 2022-01. 1 0-8B
1 ADRIAN COURT
025-169-380
TITLE OF DOCUMENT $
I hereby certify this to be a full, true and correct copy ofthe
document it purports to be, the original of which is on file in my
office.
20227
H
tffitrffi{
dUNE
Date:
Kevin
h^^it"
Development
It is hereby found that the project set forth above falls within the scope of the previously
adopted Categorical Exemption, per Section 15332 (lnfill Development projects) of the
California Environmental Quality Action (CEQA) Guidelines.
Said Design Review Amendment is approved subject to the conditions set forth in
Exhibit "A" attached hereto. Findings for such Design Review Amendment is set forth in
the staff report, minutes, and recording of said meeting.
1
3 It is further directed that a certified
records of the County of San Mateo.
copy of this re ton rded in the official
airperson
V , Secretary of the Planning Co mission of the City of
Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a
regular meeting of the Planning Commission held on the 10th dav of Januarv, 2022 by the
following vote:
1 ADRIAI{ COURT - RESO 2OZT{II.,IO{B
AYES; COiIAROTO, GAUI- LOffiS,
SCHIID, TERRONES, TSE
NOES: ltlONE
ABSENT: NONE
RECUSED: NOI{E
Secretary
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW AMENDMENT
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been proposed and application has been made for
Desiqn Review Amendment for chanoes to a Dreviou
develooment proiect at 1 Adrian court. zoned RRMU: carmel partners. propertv owner. ApN:
025-169-380:
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
JanuaN 10.2022, at which time it reviewed and considered the staff report and all other written
materials and testimony presented at said hearing;
NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that:
2.
t,
Conditions of approval for Categorical Exemption and Design Review Amendment
1 Adrian Court
Ell ecliv e J anuary 20, 2022
Page 1
that the project shall be built as shown on the plans submitted to the Planning Division
date stamped September 6, 2019, sheets A0.0 through A7.2, L1 through 18, C1.O
through C6.0, VTM '1.0 through VTM 3.0, lNTl through lNT3, pM1 and pt 2, and date
stamped December 2, 2021, sheets A1 01, A3.00 through A3.03, A7.23, 11.'lA, 11.18,
12.4, L5.11 and 15.12;
that one year after occupancy of the project, the applicant shall provide and present to
the Planning Commission a written update regarding the status of the need for the
security gates at the public plaza and publically accessible park;
that the park hours for the publically accessible park shall be reviewed and approved by
the Parks and Recreation Director; the building's maintenance staff shall follow
procedures for opening and closing of the park as established by the Parks and
Recreation Director:
2.
3
6
7
that prior to issuance of a building permit, the applicant shall submit an Fyl for planning
Commission review of the graphics to be applied to the curved concrete wall enclosing
the garage;
8
I
that the project shall include thirty-eaght (38) units affordable to households of "Low
lncome" category, as defined as earning a maximum of 80% of the San Mateo County
Area l\rledian lncome, for a peraod of at least fifty-five (55) years; the City lrlanager shafl
be authorized to execute an agreement with the applicant;
the applicant shall enter into an agreement with the City for the administration of the
renting or leasing of the affordable units at least 120 days before the final inspection;
that the applicant shall enter into an agreement wjth the City for the applicant's
maintenance of the publicly accessible park; the terms of this agreement shall be
approved as to form by the City Attorney's Office, and reviewed and revised as
appropriate by the City l,Ianager;
that the project shall dedicate a Public Park Easement as depicted on Sheet C2.0 in
conjunction with the park agreement;
that the residents of new live/work, mixed-use, and stand-alone residential development
projects, whether owners or tenants, shall be notified in writing before taking up
residence that they will be living in an urban-type environment, that the noise levels may
be higher than in a strictly residential area, and that there may be odors associated with
commercial and industrial uses- The covenants, conditions, and restrictions of any
development with a residential use shall require that prospective residents acknowledge
the receipt of the written noise notification. Such written noise notification shall be
provided in residential leases. Signatures shall confirm receipt and understanding of this
information;
EXHIBIT "4"
4.
5.
EXHIBIT "A"
Conditions of approval for Categorical Exemption and Design Review Amendment
1 Adrian Court
Effective January 20, 2022'10. that the public plaza shall be owned, operated, and maintained by the developer or
property manager in accordance with an approved maintenance plan to be reviewed and
approved by the Community Development Director;
11. that the public plaza shall be open to the public, without charge, each day of the year,
except for temporary closures for necessary maintenance or public safety;
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EXHIBIT "A"
Conditions of approval for Categorical Exemption and Design Review AmendmentI Adrian Court
Effective January 20, 2022
Page2
that prior to issuance of a building permit for construction of the p@ect, the project
construction plans shall be modified to include a cover sheet listing all conditions of
approval adopted by the Planning Commission, or City Council on appeal; which shall
remain a part of all sets of approved plans throughout the construction process.
Compliance with all conditions of approval is required; the conditions of approval shall
not be modified or changed without the approval of the Planning Commission, or City
Council on appeal;
that any changes to the size or envelope of the building, building materials, exterior
finishes, windows, architectural features, roof height or pitch, and amount or type of
hardscape materials shall be subject to Planning Division or Planning Commission
review (FYl or amendment to be determined by Planning staff);
14 that the maximum elevation at the top of the roof ridge shall not exceed elevation
580.50' as measured from the average elevation at the top of the curb (501.40'), and
that the top of each floor and final roof ridge shall be surveyed by a licensed surveyor
and approved by the City Engineer as the framing proceeds and prior to final framing
and roofing inspections. Should any framing exceed the stated elevation it shall be
removed or adjusted so that the final height of the structure with roof shall not exceed
the maximum height shown on the approved plans;
that the project shall be constructed in accordance with the February 28,2019 "Request
for Alternate Materials or Methods of Construction" agreement between SummerHill
Apartment Communities and Central County Fire Department;
that the project shall include the Transportation Demand Management Measures as
proposed in the Transportation lmpact Analysis, prepared by Hexagon Transportation
Consultants, lnc., dated June 24, 2Q19;
17.that the conditions of the Building Division's March 26,2019 memo, the public Works-
Engineering Division's April 19, 2019 memo, the Fire Division's March 27,2019 memo,
the Parks Division's April 11, 2019 memo, and the Stormwater Division's May 2, 2019
memo related to building permit submittal shall be met;
18 that prior to issuance of a building permit for the project, the project applicant shall pay
the first half of the North Burlingame/Rollins Road Development Fee in the amount of
$104,712.30, made payable to the City of Burlingame and submitted to the Planning
Division;
to that prior to scheduling the final framing inspection, the project applicant shall pay the
second half of the North Burlingame/Rollins Road Development Fee in the amount of
$104,712.30, made payable to the City of Burlingame and submitted to the planning
Division;
that the poect applicant shall contribute a fixed amount of $250,000, its fair share
towards the upsizing of the sanitary sewer main from the project site to the pump station
at 1740 Rollins Road;
20
15.
't6.
EXHIBIT "A"
Conditions of approval for Categorical Exemption and Design Review Amendment
I Adrian Court
Effective January 20, 2022
Page 3
22
that if the City determines that the structure interferes with City communications in the
City, the property owner shall permit public safety communications equipment and a
wireless access point for city communications to be located on the structure in a location
to be agreed upon by the City and the property owner. The applicant shall provide an
electrical supply source for use by the equipment. The applicant shall permit authorized
representatives of the City to gain access to the equipment location for purposes of
installation, maintenance, adjustment, and repair upon reasonable notice to the property
owner or owner's successor in interest. This access and location agreement shall be
recorded in terms that convey the intent and meaning of this condition;
that all new development shall be required to comply with the real estate disclosure
requirements of State law and General Plan. The following statement must be included
in the notice of intention to offer the property for sale or lease:
"Notice of Airport in Vicinity
This property is presently located in the vicinity of an airport, within what is known as an
airport influence area. For that reason, the property may be subject to some of the
annoyances or inconveniences associated with proximity to airport operations (for
example: noise, vibration, or odors). lndividual sensitivities to those annoyances can
vary from person to person. You may wish to consider what airport annoyances, if any,
are associated with the property before you complete your purchase or lease and
determine whether they are acceptable to you.";
23.that the project applicant shall be required to evaluate potential airport noise impacts if
the project is located within the 65 oNEL contour line of san Francisco lnternational
Airport (as mapped in the Airport Land Use Compatibility Plan for the Environs of San
Francisco lnternational Airport). All projects shall be required to mitigate impacts to
comply with the interior and exterior noise standards established by the Airport Land Use
Compatibility Plan;
24.
21
25
that any action that would either permit or result in the development or construction of a
land use considered to be conditionally compatible with aircraft noise of CNEL 65 dB or
greater (as mapped in the Airport Land Use Compatibility plan) shall include the grant of
an avigation easement to the City and County of San Francisco prior to issuance of a
building permit(s) for any proposed buildings or structures, consistent with Airport Land
Use Compatibility Plan Policy NP-3 Grant of Avigation Easement;
that the project shall comply with the Construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration poects
to submit a Waste Reduction plan and meet recycling requirements; any partial or full
demolition of a structure, interior or exterior, shall require a demolition permit;
that demolition or removal of the existing structures and any grading or earth moving on
the site shall not occur until a building permit has been issued and such site work shall
be required to comply with all the regulations of the Bay Area Air euality Management
District unless applicant produces evidence, to the satisfaction of the Community
Development Director, that special circumstances exist that warrant early demolition, in
accordance with the provisions of the Burlingame Municipal Code Chapter 18.07.065;
26.
EXHIBIT ..A"
Conditions of approval for Categorical Exemption and Design Review AmendmentI Adrian Court
Effective January 20, 2022
Page 4
27
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29.
30
31
that during construction, the applicant shall provide fencing (with a fabric screen or
mesh) around the poect site to ensure that all construction equipment, materials and
debris is kept on site;
that storage of construction materials and equipment on the street or in the public righ!
of-way shall be prohibited;
that if construction is done during the wet season (october 1 through April 30), that priorto october 1 the developer shall implement a winterization program'to minimize thepotential for erosion and polluted runoff by inspecting, maintaining and cleaning all soilerosion and sediment control prior to, during, and immediately a-fter each stor-m even;stabilizing disturbed soils throughout temporary or permanent seeding, mulching
matting, or tarping; rocking unpaved vehicle access to limit dispersion of muJ onto public
right-of-way; covering/tarping stored construction materials, fuels and other chemicals;
that the applicant shall prepare a construction staging and traffic control plan for theduration of construction for review and acceptance uy tne city Engineer'prior to the
issuance of a building permit; the construction staging plan shall inilude construction
equipment parking, construction employee parking, timing and duration of various
phases of construclion and construction operations hours; the staging plan shall addresspublic safety and shall ensure that worker's vehicles and constrirction equipment shallnot be-parked in public parking areas with exceptions for construction pariing along thestreet frontages of the project site;
that the project applicant and its construction contractor(s) shall develop a constructionmanagement plan for review and approval by the city of Burlingame. The plan mustinclude at least the following items and requirements to reduce, td the maximum extent
feasible, traffic and parking congestion during construction:
a. A set of comprehensive traffic contror measures, including scheduring of major
truck trips and deriveries to avoid peak traffic hours, detourligns if req-uired, lane
closure procedures, signs, cones for drivers, and designated ionstruciion access
routes;
b. ldentification of haul routes for movement of construction vehicles that would
minimize impacts on motor vehicular, bicycle and pedestrian traffic, circulation andsafety, and specifically to minimize impacts to the greatest extent possible on
streets in the project area;
c. Notification procedures for adjacent property owners and public safety personnel
regarding when major deliveries, detours, and lane closures would occur;
d. Provisions for monitoring surface streets used for haul routes so that any damageand debris attributable to the haul trucks can be identified and corrected by txeproject applicant; and
EXHIBIT'A"
Conditions of approval for Categorical Exemption and Design Review Amendment
1 Adrian Gourt
Effective January 20, 2022
Page 5
32
33
35
37
38
39
34
Jb
e. Designation of a readily available contact person for construction activities who
would be responsible for responding to any local complaints regarding traffic or
parking. This coordinator would determine the cause of the complaint and, where
necessary, would implement reasonable measures to correct the problem.
that the applicant shall submit an erosion and sedimentation control plan describing
BMPs (Best Management Practices) to be used to prevent soil, dirt and debris frori
entering the storm drain system; the plan shall include a site plan showing the property
lines, existing and proposed topography and slope; areas to be disturbed, locations of
cuufill and soil storage/disposal areas; areas with existing vegetation to be protected;
existing and proposed drainage patterns and structures; watercourse or sensiiive areas
on-site or immediately downstream of a project; and designated construction access
routes, staging areas and washout areas;
that construction access routes shall be limited in order to prevent the tracking of dirt
onto the public righlof-way, clean off-site paved areas and sidewalks using dry
sweeping methods;
that all runoff created during construction and future discharge from the site shall be
required to meet National Pollution Discharge Elimination system (NpDES) standards;
that trash enclosures and dumpster areas shall be covered and protected from roof and
surface drainage and that if water cannot be diverted from these areas, a self-contained
drainage system shall be provided that discharges to an interceptor;
that this project shall comply with the state-mandated water conservation program, and a
complete lrrigation water Management and conservation plan together with complete
landscape and irrigation plans shall be provided at the time of building permit
application;
that the applicant shall comply with ordinance 1503, the city of Burlingame storm water
Management and Discharge Control Ordinance;
that a Protected rree Removal Permit shall be required from the city of Burlingame
Parks Division to remove any existing protected size trees and that ihe project shall
comply with the Tree Protection and Reforestation ordinance adopted by thL city of
Burlingame and enforced by the Parks Department; complete landscape ind irrigaiion
plans shall be submitted at the time of building permit application;
that if there are any existing trees on adjacent properties abutting the project site that aredetermined to remain, the applicant shall have an arborist'J report prepared which
documents how the trees should be protected during construction; this report shall be
reviewed and approved by the city Arborist and the contractor shall call for the city
Arborist to inspect the protection measures installed before a building permit shall be
issued;
Conditions of approval for Categorical Exemption and Design Review AmendmentI Adrian Court
Effective January 20, 2022
Page 6
40. that the applicant shall coordinate with the City of Burlingame Parks Division regarding
the installation of the street trees along Adrian Court and Adrian Road;
41. that thls project shall comply with Ordinance No. 1477 , Exterior lllumination Ordinance;
42. that the project shall meet all the requirements of the California Building and Uniform
Fire Codes, 2016 Edition, as amended by the City of Burlingame;
The following conditions shall be met during the Building lnspection process pior to the
inspections noted in each condition:
that prior to scheduling the foundation inspection a licensed surveyor shall locate the
property corners, set the building envelope;
that prior to scheduling the framing inspection, the project architect, engineer or other
licensed professional shall provide architectural certification that the architectural details
such as window locations and bays are built as shown on the approved plans; if there is
no licensed professional involved in the project, the property owner or contractor shall
provide the certification under penalty of perjury. certifications shall be submitted to the
Building Division;
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44
45. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the
height of the roof ridge and provide certification of that height to the Building Division;
46. that prior to final inspection, Planning Division staff will inspect and note compliance of
the architectural details (trim materials, window type, etc.) to verify that the project has
been built according to the approved Planning and Building plans;
The following conditions of approval are from applicable polici* of the 2040 General
Plan or the Environmental lmpact Repoft prepared for the 2O4O Generat plan:
47. HP-3.12. The Project sponsor shall ensure implementation of the following BMPs during
Project construction, in accordance with the BAAeMD'S standard requirements:
All exposed surfaces (e.9., parking areas, staging areas, soil piles, graded areas,
unpaved access roads) shall be watered two times per day.
All haul trucks transporting soil, sand, or other loose material offsite shall be
covered.
All visible mud or dirt track-out onto adjacent public roads shall be removed using
wet-power vacuum street sweepers at least once per day. The use of dry-power
sweeping shall be prohibited.
All vehicle speeds on unpaved roads shall be limited to 15 mph.
All roadways, driveways, and sidewalks that are to be paved shall be paved as
soon as possible. Building pads shall be laid as soon as possible after grading,
unless seeding or soil binders are used.
EXHIBIT "A"
EXHIBIT "A"
Conditions of approval for Categorical Exemption and Design Review Amendment
I Adrian Court
Effective January 20, 2022
Page 7
ldling times shall be minimized, either by shutting equipment off when not in use or
reducing the maximum idling time to 5 minutes (as required by the California
Airborne Toxics Control Measure, Title 13, Section 2485 of California Code of
Regulations). Clear signage shall be provided for construction workers at all
access points.
All construction equipment shall be maintained and properly tuned, in accordance
with manufacturer's specifications. All equipment shall be checked by a certified
mechanic and determined to be running in proper condition prior to operation.
A publicly visible sign with the name and telephone number of the person to
contact at the lead agency regarding dust complaints shall be posted. This person
shall respond and take corrective action within 48 hours. The BAAQMD's phone
number shall also be visible to ensure compliance with applicable regulations.
CS.4.7: Airport and Heliport Noise. Monitor noise impacts from aircraft operations at
San Francisco lnternational Airport and Mills-Peninsula Medical Center, and implement
applicable noise abatement policies and procedures as outlined in the Airport Noise
Ordinance and Airport Land Use Compatibility Plan;
CS.4.8: Airport Noise Evaluation and Mitigation. Require project applicants to
evaluation potential airport noise impacts if the project is located within the 60 CNEL
contour line of San Francisco lnternational Airport (as mapped in the Airport Land Use
Compatibility Plan). All projects shall be required to mitigate impacts to comply with the
interior and exterior noise standards established by the Airport Land Use Compatibility
Plan;
50 CS-4.9: Airport Disclosure Notices. Require that all new development comply with real
estate disclosure requirements of State law, which requires that the presence of all
existing and planned airports within two miles to be disclosed in any sale or lease of
property;
51.HP-5.2: Migratory Birds. ldentify and protect habitats that contribute to the healthy
propagation of migratory birds, including trees and natural corridors that serve as
stopovers and nesting places. Avoid construction activities that involve tree removal
between March and June, unless a bird survey has been conducted to determine that
the tree is unused during the breedlng season by avian species protected under
California Fish and Game Codes 3503, 3503.5, and 351 1;
52 HP-5.5: Protection and Expansion of Tree Resources. Continue to preserve and
protect valuable native trees and introduce species that contribute to the urban forest but
allow for the gradual replacement of trees for ongoing natural renewal. Consider
replacement with native species. Use zoning and building requirements to ensure that
existing trees are integrated into new developments;
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EXHIBIT "A"
Conditions of approval for Categorical Exemption and Design Review Amendment
'l Adrian Court
Effective January 20, 2022
Page 8
53
54 HP-5.7: Urban Forest Management Plan. Continue to update and use the Burlingame
Urban Forest Management Plan, which integrates environmental, economic, political,
historical, and social values for the community for guidance on BMps related to tree
planting, removal, and maintenance, including onsite protection of extant trees and
street trees during projects;
HP-5.6: Tree Preservation Ordinance. Continue to adhere to the Burlingame Tree
Preservation Ordinance (Burlingame Municipal Code Title 11); ensure the preservation
of protected trees, as designated by the ordinance; and continue to be acknowledged by
the Arbor Day Foundation as a Tree City USA;
Paleontological Monitoring. A project that requires grading plans and is located in an
area of known fossil occurrence orthat has been demonstrated to have fossils present in
a paleontological field survey or other appropriate assessment shall have all grading
monitored by trained paleontological crews working under the direction of a qualified
professional, so that fossils exposed during grading can be recovered and preserved.
56
55 HP-5.14: Compliance with Environmental Laws. Ensure that all projects affecting
resources of regional concern satisfy regional, state, and federal laws; and
Paleontological Assessment. ln areas containing middle to late pleistocene-era
sediments where it is unknown if paleontological resources exist, prior to grading an
assessment shall be made by a qualified paleontological professional to establish the
need for paleontological monitoring. Should paleontological monitoring be required after
recommendation by the professional paleontologist and approval by the Community
Development Director, paleontological monitoring shall be implemented.
Should any potentially unique fossils be encountered during development activities, work
shall be halted immediately within 50 feet of the discovery, the City of Burlingame
Planning Department shall be immediately notified, and a qualified paleontologist shall
be retained to determine the significance of the discovery.
Paleontological Recovery, ldentification, and Curation. The City and a project
applicant shall consider the mitigation recommendations of the qualified paleontologist
for any unanticipated discoveries. The City and the project applicant shall consult and
agree upon implementation of measures that the City and project applicant deem
feasible and appropriate. Such measures may include avoidance, preservation in place,
excavation, documentation, curation, data recovery, or other appropriate measures. The
project applicant shall be required to implement any mitigation necessary for the
protection of paleontological resources.
Paleontological Findings. Qualified paleontological personnel shall prepare a report of
findings (with an itemized appendix of specimens) subsequent to implementation of
paleontological recovery, identification, and curation. A preliminary report shall be
submitted, subject to approval by the Communily Development Director before granting
of building permits, and a final report shall be submitted, subject to approval by the
Community Development Director before granting of occupancy permits.
1 ADRIAN COURTBURLINGAME, CACD #7 -GMP - 05/27/2021VOLUME 1project info - civil - joint trench - landscape
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X 8' -6"17' -0"X 8' -6"18' -0"X8' -6"18' -0"
X8' -6"18' -0"X8' -6"18' -0"
X 8' -6"18' -0"X8' -6"18' -0"
X 8' -6"18' -0"X8' -6"18' -0"
X 8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0"
24DIA
INDICATES 4'-0" NO PENETRATION ZONE AT ROOF
PLUMBING FIXTURE SUMMARY -COMMON SPACES
COMMON SPACES -FLOOR 3 (CPC TABLE 422.1 & TABLE A)
AREA SF OLF OCC MEN WOMEN
CLUB ROOM 1,334 30 45 23 22
FIXTURES REQUIRED PROVIDED
WATER CLOSET 1 1
• MEN (1 PER 100 OCC)1 1
• WOMEN (1 PER 1-25 OCC)1 1
URINAL
• MEN (1 PER 100 OCC)1 1
LAVATORY
• MEN (1 PER 200 OCC)1 1
• WOMEN (1 PER 100 OCC)1 1
PLUMBING FIXTURE SUMMARY -POOL & SPA
POOL AND SPA -FLOOR 3 (CBC 3116B.2)
AREA SF OLF OCC MEN WOMEN
POOL & SPA 1,021 30 35 18 17
FIXTURES REQUIRED PROVIDED
WATER CLOSET
• MEN (1 PER 75 OCC)1 1
• WOMEN (1 PER 60 OCC)1 2
URINAL
• MEN (1 PER 75 OCC)1 1
LAVATORY
• MEN (1 PER 80 OCC)1 1
• WOMEN (1 PER 80 OCC)1 1
SHOWER (1 PER 50 OCC)2 2
GENERAL NOTES
A. SITE PLAN IS FOR GENERAL BUILDING ORIENTATION AND ENLARGED PLAN
REFERENCES.
B. SEE JOINT TRENCH DRAWINGS FOR ON/OFF-SITE DRY UTILITY PLANS.
C. SEE CIVIL DRAWINGS FOR ON/OFF-SITE UTILITY PLANS, IMPROVEMENTS,
GRADING, DRAINAGE AND STORM WATER TREATMENT.
D. SEE LANDSCAPE DRAWINGS FOR SITE FINE GRADING, PAVING PLAN,
PLANTING PLAN, AND IRRIGATION PLAN.
E. SEE A0.3X FOR BUILDING AREA CALCULATIONS.
F. SEE A0.4X FOR EGRESS CALCULATIONS & DIAGRAMS.
G. UNIT PLANS SHOWN HERE ARE DIAGRAMATIC REFER TO 1/4" UNIT PLANS
AND ENLARGED PLANS FOR ADDITIONAL INFORMATION NOT SHOWN
HERE.
H. SPOT ELEVATIONS ARE NOTED FROM CIVIL DRAWINGS, ARCHITECTURAL
0'-0" = 11.16' CIVIL
I. MINIMUM SLOPE AT FLAT ROOF SHALL BE 3/8"/FT, U.O.N.
J. REFER TO THE 1/8" AND 1/4" PLANS FOR THE DOOR TAGS. REFER TO
DOOR SCHEDULE INDICATING ALL REQUIRED RATED DOOR LOCATIONS.
K. AT THE TIME OF FOUNDATION INSPECTION CORNER STAKES OR OFFSET
STAKES MUST BE ESTABLISHED BY A LAND SURVEYOR REGISTERED IN
THE STATE OF CALIFORNIA AND VERIFIED BY THE FIELD INSPECTOR TO
ENSURE THAT NEW CONSTRUCTION IS LOCATED IN ACCORDANCE WITH
THE APPROVED PLANS.
L. WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL
SHALL BE (1) CONTINUOUSLY ACCESSIBLE; (2) HAVE A MAXIMUM 1/2"
CHANGES IN ELEVATION, OR PROVIDE CURB RAMPS COMPLYING WITH
CBC 1112A OR 11B-406; (3) ARE MINIMUM 48" IN WIDTH; AND (4) WHERE
NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% SHALL
HAVE PEDESTRIAN RAMPS COMPLYING WITH CBC 1114A OR 11B-405; PER
CBC 1113A & 11B-202.4
M. THE FIRE CONTROL ROOM SHALL CONTAIN ITEMS EXCERPTED FROM THE
2016 CALIFORNIA FIRE CODE AS LISTED IN THE AMMC APPROVAL LETTER
ON SHEET A0.05
SHEET NOTES
1
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET.
GAS METER ALCOVE, S.C.D.
2
3
4
5
6
7
8
PROPERTY LINE
VEHICULAR ENTRY DRIVE/GARAGE ENTRY
SECURITY GATE, S.L.D.
LANDSCAPED AREA, S.L.D.
CONCRETE CURB & SIDEWALK, S.C.D. & S.L.D.
ELECTRICAL TRANSFORMER, S.E.D.
FIRE DEPARTMENT CONNECTION, S.C.D. & SEE S.F.P.D
10 AIR CONDENSING UNITS, S.M.D.
12 SHADED AREA INDICATES SOLAR READY AREA
13 POOL, S.L.D.
14 ROOF DECK/TERRACE, S.L.D.
9 EBM TIEBACK ROOF ANCHOR, SEE EBM DRAWINGS
11 NOT USED
LEGENDLEGEND
NOTE: SEE A10 SERIES FOR SPECIFIC WALL TYPES
CONCRETE WALL/COLUMN, S.S.D.
INDICATES 8'-2" MIN. VERT. CLEARANCE FOR
ACCESSIBLE PARKING ACCESS AISLES AT GARAGE
INDICATES SOLAR READY AREA AT ROOF
CMU WALL, S.S.D.
PARTIAL HEIGHT WALL
FULL HEIGHT WALL
PROPERTY LINE
1-HR RATED WALL
2-HR RATED WALL
3-HR RATED WALL
3-HR FIRE WALLFWFW
COMMON SPACES -FLOOR 1 (CPC TABLE 422.1 & TABLE A)
AREA SF OLF OCC MEN WOMEN
FITNESS ROOM 2,875 30 96 48 48
FIXTURES REQUIRED PROVIDED
WATER CLOSET 1 1
• MEN (1 PER 100 OCC)1 1
• WOMEN (2 PER 26-50 OCC)2 2
URINAL
• MEN (1 PER 100 OCC)1 1
LAVATORY
• MEN (1 PER 200 OCC)1 1
• WOMEN (1 PER 100 OCC)1 1
COMMON SPACES -FLOOR 2 (CPC TABLE 422.1 & TABLE A)
AREA SF OLF OCC MEN WOMEN
COWORKING WEST 722 200 4 2 2
LIVING ROOM 638 200 4 2 2
COWORKING EAST 964 200 5 3 2
TOTAL 7 6
FIXTURES REQUIRED PROVIDED
WATER CLOSET 1 1
• MEN (1 PER 100 OCC)1 1
• WOMEN (1 PER 1-25 OCC)1 1
URINAL
• MEN (1 PER 100 OCC)1 1
LAVATORY
• MEN (1 PER 200 OCC)1 1
• WOMEN (1 PER 100 OCC)1 1
15 OIL WATER SEPARATOR , S.P.D.
16 SPA , S.L.D.
SOLAR-READY ROOF AREA CALCULATIONS
ROOF VENTING CALCULATIONS
BUILDING A
REQUIRED ROOF VENTING NET FREE AREA (NFA) = ROOF AREA / 150
ROOF AREA = 29,925 SF
= 29,925 SF / 150
REQUIRED NFA = 200 SF
NUMBER OF VENTS REQUIRED = REQUIRED NFA / PROVIDED VENT NFA*
= 200 SF / 0.35* SF
= 70 VENTS
BUILDING B
REQUIRED ROOF VENTING NET FREE AREA (NFA) = ROOF AREA / 150
ROOF AREA = 16,211 SF
= 16,211 SF / 150
REQUIRED NFA = 109 SF
NUMBER OF VENTS REQUIRED = REQUIRED NFA / PROVIDED VENT NFA*
= 109 SF / 0.35* SF
= 39 VENTS
*SPECIFICED ROOF VENT PROVIDES 50 SQUARE INCHES (0.35 SF)
**REFER TO ROOF PLAN FOR VENT LOCATIONS
BUILDING A
SOLAR-READY AREA REQUIRED = ROOF AREA X 15%
= 29,925 SF X 15%
= 4,489 SF
BUILDING B
SOLAR-READY AREA REQUIRED = ROOF AREA X 15%
= 16,211 SF X 15%
= 2,432 SF
BUILDING A
SOLAR-READY AREA PROVIDED
ZONE 1 = 1,312 SF
ZONE 2 = 1,600 SF
ZONE 3 = 640 SF
ZONE 4 = 640 SF
ZONE 5 = 352 SF
TOTAL PROVIDED = 4,544 SF
BUILDING B
SOLAR-READY AREA PROVIDED
ZONE 1 = 960 SF
ZONE 2 = 1,472 SF
TOTAL PROVIDED = 2,432 SF
17 SECURED GARAGE GATE, SEE DOOR SCHEDULE & SHEET A8.54
18 BUILDING ADDRESS SIGNAGE
6
A3.04
1
E1
B1
B2
B4
E3
A3A4A5A6A7A8A9A10A11A12A13A14A15A16A17A19A20A21A22A23A24
B6
B8
E4
F17
F15F14
F11
F6
F4F3
F1E10E9
E7
E5
A3.01
1
A3.06
1
A3.03
1
A3.02
1
A3.07
1
A3.08
1
A3.13
3
TRASH STAGING
ROOM 1
111.2 C1
ELECTRICAL
ROOM 4
110 C2
ELECTRICAL
ROOM 3
108 C2
FIRE COMMAND
ROOM
107 C5
FITNESS
105 B4
?
? ?MAIL ROOM
127 B7
ELECTRICAL
ROOM 2
120 C2
TRASH STAGING
ROOM 2
121 C1
BIKE ROOM 1 (83)
119 B5
ELECTRICAL
ROOM 1
118 C2
POOL & SPA
EQUIP.
114 C7
B9.0-LOWER
115-01
B10.0-LOWER
116-01 C1.0-LOWER
117-01
A13.0-LOWER
122-01
A14.0-LOWER
123-01
A14.0-LOWER
124-01
A13.0-LOWER
125-01
FAN ROOM
106 C8
B5
B7
STAIR 3
ST3-01 C3
STAIR 4
ST4-01 C3
023 022
071
014015016017018019020021024025026
072 073 074 075 076 077
011 010 009 005 004 003
078070069068067066065064063062061060059058057056
012013
096
027028029030031032033034035036037038039040
055054053052051050049048047046045044042041
123 122
083 084 085
124 125 126 128 129127 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 147146 148 149 150 151 152 153 154 155 156 086087088115 114 113 112 111 110121120119118117116 109 108 107 106 105 104
006MATCH LINEMATCH LINE18% MAX 10% MAX
STAIR 5
ST5-01 C3
STAIR 2
ST2-01 C3
STAIR 1
ST1-01 C3
ELEVATOR 3-4
EL3-01 C14
RAMP UP
ELEVATORS 1-2
EL1-01 C14
STAIR 8
ST8-01 C3
COMMERCIAL/
OFFICE
109 B3
STAIR 6
ST6-01 C3
B9
B10
B3
A1
F18
D2
F16
F13
F10F9
D4
E6
E2
F2
F5
F8
A182' - 3"D5
C3
C2
C1
002 001
RAMP UP
A3.05
1
A3.00
4
A3.00
1
D1
C4
C6
E8
C5
B0
A0
B11
D3
130' - 9"8' - 8"16' - 0"8' - 0"20' - 0"2' - 0"14' - 6"16' - 6"23' - 6"4' - 6"15' - 0"2' - 1"307' - 0 1/2"
18' - 2 1/2"17' - 5 1/2"11' - 1"17' - 5 1/2"18' - 2 1/2"
50' - 9 1/2"
11' - 7"12' - 0 1/2"22' - 11 1/8"
35' - 9 1/2"
22' - 10"23' - 9"13' - 4 1/2"21' - 3 1/2"10' - 3"
1 8 1 ' - 4 "
1 5 ' - 1 "2 1 ' - 2 1 /2 "2 4 ' - 7 "1 0 ' - 3 1 /2 "1 5 ' - 1 "2 0 ' - 9 "2 4 ' - 1 0 "2 5 ' - 4 "2 4 ' - 2 "32' - 7"12' - 11 5/8"12' - 3 1/2"1' - 1 7/8"8"5' - 6"1' - 6 7/8"5"1' - 10"27' - 1 5/8"20' - 6"26' - 10"18' - 4"22' - 10"28' - 2"9' - 4"19' - 2"25' - 4"28' - 4"28' - 2"28' - 2"28' - 2"28' - 2"28' - 2"28' - 2"28' - 2"27' - 11"28' - 8"28' - 3"14' - 10"13' - 4"33' - 10"2' - 0"
544' - 10"30' - 11 1/2"15' SETBACK15' - 0"15' SETBACK
22' - 3"15' SETBACK17' - 2"15' SETBACK
15' - 0"
1 TYP.
1 TYP.
1TYP.
2
2
33
3
4
4
5 TYP.
5
6
7
8
8
8
8
15
DRIVE AISLE
24' - 0"
DRIVE AISLE
24' - 0"DRIVE AISLE24' - 0"DRIVE AISLE24' - 0"DRIVE AISLE24' - 0"DRIVE AISLE24' - 0"DRIVE AISLE24' - 0"043
FOUNTAIN PUMP
RM.
115
STAIR 7
C15
GARAGE
(RESIDENT)
113 C4
D R IV E W A Y
2 4 ' - 0 "DRIVEWAY18' - 9 1/2"7' - 0"6' - 11"10' - 0"17GATE TO PROPERTY LINE49' - 11"17
17
SECURED GATE TO PROPERTY LINE
108' - 4"
PL TO ROLL UP DOOR
36' - 6"
A7.23
4
5' - 0"5' - 0"5' - 0"5' - 0"6' - 11 1/2"18
A2
079
095097
007008
PET SPA
128 B5
080 081 082
092093094103102101100099098 091 090 089
BIKE ROOM 2 (32)
111.1 B5
6
6
6
66
6
6
15
6
D0
F12
D8
TRUE
NORTH
PROJECT
NORTH
Scale
Proj #.
934 Howard Street
San Francisco
CA 94103
P. (415) 677-0966
Sheet Title
Sheet Size:
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL,
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
36 x 48
DRAWN BY
Client
Stamp
Consultant
DateIssueRev
256"512"0"128"
As indicated
11/18/2021 2:30:28 PMA1.01
1939ADRIAN COURT1 ADRIAN COURTBURLINGAME, CASITE PLAN
FLOOR 1
TT
3/64" = 1'-0"
1SITE PLAN - FLOOR 1
CD #3 - 1st
PERMIT
SUBMITTAL
07.16.20
CD #4.1-
RESUBMITTAL1
(PLAN CHECK
RESPONSE 1)
11.19.20
CD #4.2-
RESUBMITTAL1
(INTERNAL
COORDINATION
ITEMS)
11.19.20
CD #5.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 2)
02.11.21
CD #5.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
02.11.21
CD #6.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 3)
04.22.21
CD #6.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
04.22.21
4 CD #7 - GMP 05.27.21
5 ADDENDUM #1 06.22.21
6 CD#8-
POST-PERMIT
SUBMITTAL
11.18.21
A. U.O.N. DIMENSIONS ARE TO FACE OF STUD OR
FOUNDATION WALL, TYP. (FOR TYPE III OR TYPE V) FOR
METAL-FRAMED BUILDINGS THE DIMENSIONS ARE TO
THE FACE OF DRYWALL.
B. SEE A0.20 THROUGH A0.23 FOR ACCESSIBILITY AND
ADAPTABILITY REQUIREMENTS.
SEE A10.00 THROUGH A10.02 FOR WALL TYPE
SCHEDULE AND TYPICAL ASSEMBLIES.
C. SEE LANDSCAPE DRAWINGS FOR INFORMATION
REGARDING THE GRADING OF ALL EXTERIOR AREAS.
REFER TO 1/4" STAIR DRAWINGS FOR INFORMATION
NOT SHOWN HERE.
D. G.C. SHALL COORDINATE PLUMBING & MECHANICAL
VENTS TO MINIMIZE ROOF PENETRATIONS AS
PERMITTED BY CBC.
E. G.C. TO COORD. AND INSTALL VENTING FOR ALL
CONCEALED ROOF AREAS AND OTHER FRAMED VOIDS.
F. ROOF SLOPES NOTED ARE MINIMUMS. ROOF SLOPES
OF CRICKETS ARE SHOWN DIAGRAMMATICALLY ON
ROOF PLANS AND MAY EXCEED 1/4"/1'-0",TO ACHIEVE
PROPER ROOF DRAINAGE AS SHOWN. G.C. TO INCLUDE
AND COORDINATE ROOF CRICKETS IN FIELD FOR
PROPER DRAINAGE N ACCORDANCE WITH CODE AND
ROOF MANUFACTURER'S WARRANTY.
G. G.C. SHALL PROVIDE SAFETY GLAZING IN ALL
LOCATIONS REQUIRED BY CBC SECTION 2406 AND AS
REQUIRED BY CHAPTER 7.
H. G.C. SHALL INCLUDE GSM FLASHING AT ALL MATERIAL
TRANSITIONS. ALL GSM FLASHING SHALL BE
GALVANIZED OR BONDERIZED AND PAINTED OR
RECEIVE COATINGS TO MATCH SURROUNDING
MATERIALS.
I. CONCRETE CURBS SHALL BE INCLUDED AS INDICATED
IN ARCHITECTURAL DRAWINGS IN ADDITION TO CURBS
SHOWN ON STRUCTURAL DRAWINGS.
J. THRESHOLDS MUST BE COMPLIANT AT ALL INTERIOR
AND EXTERIOR DOORS, MAX 1/2" HEIGHT.
K. PROVIDE BUILT-UP EPOXY GROUT LEVELING
COMPOUND AT DECKS AS REQ'D TO PROVIDE LEVEL
SURFACE AND 1/2" MAX THRESHOLD. FEATHER
LEVELING COMPOUND INTO DECK SURFACE AT MAX. 2%
SLOPE.
L. THE G.C. SHALL INCLUDE IN THE GMP THE LABOR AND
MATERIALS TO PROVIDE A COMPLETE COLD FORMED
METAL FRAMED AND GYPSUM WALL BOARD WALL AND
CEILING SYSTEM. NOT EVERY ASPECT OF EVERY
GYPSUM WALLBOARD DETAIL, ACCESSORY,
TRANSITION OR TERMINATION DETAIL IS INDICATED IN
THE CONTRACT DOCUMENTS.
M. ACOUSTIC SEALANT WHERE INDICATED IN DRAWINGS
AND SPECS SHALL BE FIRE RATED AND INSTALLED
TYPICALLY THROUGHOUT THE PROJECT AS
REFERENCED IN THE CONTRACT DOCUMENTS, AND IN
THE ACOUSTICAL REPORTS.
N. G.C. TO COORDINATE AND VERIFY ELEVATION OF TOP
OF SLAB. GC TO PLACE CONCRETE STEP SUCH THAT
FINISH SIDEWALK IS LEVEL W/ T.O.S.
O. ALL WINDOWS U.O.N. SHALL BE DOUBLE PANE
INSULATING GLASS FILLED WITH ARGON GAS & HAVE A
LOW-E COATING. SEE SHEET A10.40 FOR WINDOW
SCHEDULE.
P. ADDRESS SIGNAGE ON BUILDING ELEVATION SHALL BE
CLEARLY VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. EACH CHARACTER SHALL
BE A MINIMUM OF 4" HIGH AND WITH A MINIMUM
STROKE WIDTH OF 1/2" WIDE, INSTALLED ON A
CONTRASTING BACKGROUND PER CBC 501.2
GENERAL NOTES
SHEET NOTESSHEET NOTES
1
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET.
CONCRETE WALL, S.S.D.
2 CONCRETE COLUMN, S.S.D.
4 DOOR, SEE DOOR SCHEDULE
5 ALUMINUM STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE
6 VINYL WINDOW, SEE VINYL WINDOW SCHEDULE
7 ALUMINUM WINDOW, SEE ALUMINUM WINDOW SCHEDULE
8 HOT DIPPED GALVANIZED PTD GUARDRAIL, SEE EXTERIOR
FINISH LEGEND FOR COLOR
9 CLEARANCE BAR AT GARAGE ENTRY
10 ALUMINUM LOUVER, SEE WINDOW SCHEDULE
11 RAISED LANDSCAPE PLANTER -S.L.D.
12 MTL GATE / FENCE, S.L.D.
13 GLASS GUARDRAIL
14 MECHANICAL LOUVER, S.M.D.
15
PAINTED STEEL AWNING, SEE EXTERIOR FINISH LEGEND16
PEDESTRIAN BRIDGE17
COILING DOOR, SEE DOOR SCHEDULE18
MECHANICAL EXHAUST FAN, S.M.D.
EXTERIOR LIGHTING FIXTURES, S.L.D.19
RAIN WATER LEADERS, PAINTED TO MATCH ADJACENT
COLOR
20
DECK SCUPPERS, PAINTED TO MATCH ADJACENT COLOR,
SEE 3 & 4/A8.02
21
CONTROL JOINT, TYP.22
CORTEN-LOOK, LARGE-FORMAT PORCELAIN TILE23
WOOD GRAIN METAL SIDING24
PORCELAIN TILE25
CORRUGATED METAL SIDING26
VERTICAL METAL SIDING27
CEMENT PLASTER28
OVERFLOW SCUPPERS29
LADDER30
HATCH DESIGNATES LOCATION OF FUTURE ART GRAPHIC
INSTALLATION TO BE PART OF FUTURE SIGNAGE PACKAGE
31
32 PAINTED METAL GRILLE, SEE A8.51
33 BUILDING ADDRESS SIGNAGE
34 EXPANSION JOINT
35 BI-FOLDING PLAZA SECURITY GATE, S.L.D.
6
EXTERIOR FINISH LEGEND
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET
TYPE:LARGE FORMAT PORCELAIN TILE
MFR:DALTILE OR EQUAL
STYLE/ COLOR:TBD
TYPE:WOOD GRAIN METAL SIDING
MFR:LONGBOARD
STYLE/ COLOR:6" V GROOVE / DARK CHERRY
TYPE:PORCELAIN TILE
MFR / LINE:CROSSVILLE INC. / ARGENT
STYLE/ COLOR:6X24 / CONCRETE JUNGLE, HONED
TYPE:ARCHITECTURAL CONCRETE
MFR: N/A
STYLE/ COLOR: N/A
TYPE:CORRUGATED METAL SIDING
MFR:PAC-CLAD
STYLE/ COLOR:WEATHERED ZINC
TYPE:VERTICAL METAL SIDING
MFR:BRIDGER STEEL
STYLE/ COLOR:OLD ZINC GRAY
TYPE:PLASTER 1
COLOR:KELLY MOORE KM 5826 -VOLCANIC ROCK
TYPE:PLASTER 2
COLOR:BENJAMIN MOORE OC-69 -WHITE OPULENCE
TYPE: PLASTER 3
COLOR:KELLY MOORE KM 4907 -GALLERY GRAY
TYPE:PLASTER 4
COLOR:KELLY MOORE KM 4421 -BRICKHOUSE
TYPE: PLASTER 5
COLOR:KELLY MOORE KM 5782 -ON THE AVENUE
TYPE:PLASTER 6
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE:ACCENT DOORS & BRIDGE
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE: GUARDRAILS & STEEL SUNSHADES
COLOR:KELLY MOORE KM A89 -BLACK OAK
TYPE:ALUMINUM WINDOW & STOREFRONT
STYLE/ COLOR:DARK BRONZE
TYPE: VINYL WINDOW
STYLE/ COLOR:DARK BRONZE
TYPE:WALL TILE AT STAIR
MFR / LINE:SEE SHEET A7.23 FOR SPEC
STYLE/ COLOR:SEE SHEET A7.23 FOR LAYOUT
6
FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
FLOOR 5
42' - 6"
T.O. PLWD
FLOOR 6
52' - 8"
T.O. PLWD
FLOOR 7
62' - 10"
T.O. PLWD
PARAPET
77' - 4"
T.O.
ROOF
73' - 0"
T.O. PLWD
E1E3E4E10E9E7E5
ROOF PH
84' - 0 5/8"
T.O. PLWD
E6 E2E8
1
A3.03
TOTAL FENESTRATION AREA
• NORTH ELEVATION: 12,655 SF
• SOUTH ELEVATION: 13,020 SF
• EAST ELEVATION: 5,177 SF
• WEST ELEVATION: 1,348 SF
NOTE: FENESTRATION AREAS ARE
APPROXIMATIONS FROM THE T24 REPORT &
ARE FOR REFERENCE ONLY. G.C. TO
REFERENCE ELEVATIONS AND WINDOW
SCHEDULES FOR EXACT QUANTITIES &
AREAS.
F17 F15 F14 F11 F6 F4 F3 F1F18F16F13F10F9F2F5F8
1
A3.01
1
A3.02
F12 D8
0'16'32'0'32'
Scale
Proj #.
934 Howard Street
San Francisco
CA 94103
P. (415) 677-0966
Sheet Title
Sheet Size:
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL,
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
36 x 48
DRAWN BY
Client
Stamp
Consultant
DateIssueRev
As indicated
11/18/2021 2:44:42 PMA3.00
1939ADRIAN COURT1 ADRIAN COURTBURLINGAME, CABUILDING
ELEVATION -
OVERALL
NORTH
SP
1/16" = 1'-0"
2BUILDING ELEVATION - NORTH
KEY PLAN BAYSHORE FREEWAYROLLINS ROADADRIAN ROAD
1/16" = 1'-0"
1BUILDING ELEVATION - NORTH
CD #3 - 1st
PERMIT
SUBMITTAL
07.16.20
CD #4.1-
RESUBMITTAL1
(PLAN CHECK
RESPONSE 1)
11.19.20
CD #4.2-
RESUBMITTAL1
(INTERNAL
COORDINATION
ITEMS)
11.19.20
CD #5.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 2)
02.11.21
CD #5.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
02.11.21
CD #6.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 3)
04.22.21
4 CD #7 - GMP 05.27.21
5 ADDENDUM #1 06.22.21
6 CD#8-
POST-PERMIT
SUBMITTAL
11.18.21
6
6
A. U.O.N. DIMENSIONS ARE TO FACE OF STUD OR
FOUNDATION WALL, TYP. (FOR TYPE III OR TYPE V) FOR
METAL-FRAMED BUILDINGS THE DIMENSIONS ARE TO
THE FACE OF DRYWALL.
B. SEE A0.20 THROUGH A0.23 FOR ACCESSIBILITY AND
ADAPTABILITY REQUIREMENTS.
SEE A10.00 THROUGH A10.02 FOR WALL TYPE
SCHEDULE AND TYPICAL ASSEMBLIES.
C. SEE LANDSCAPE DRAWINGS FOR INFORMATION
REGARDING THE GRADING OF ALL EXTERIOR AREAS.
REFER TO 1/4" STAIR DRAWINGS FOR INFORMATION
NOT SHOWN HERE.
D. G.C. SHALL COORDINATE PLUMBING & MECHANICAL
VENTS TO MINIMIZE ROOF PENETRATIONS AS
PERMITTED BY CBC.
E. G.C. TO COORD. AND INSTALL VENTING FOR ALL
CONCEALED ROOF AREAS AND OTHER FRAMED VOIDS.
F. ROOF SLOPES NOTED ARE MINIMUMS. ROOF SLOPES
OF CRICKETS ARE SHOWN DIAGRAMMATICALLY ON
ROOF PLANS AND MAY EXCEED 1/4"/1'-0",TO ACHIEVE
PROPER ROOF DRAINAGE AS SHOWN. G.C. TO INCLUDE
AND COORDINATE ROOF CRICKETS IN FIELD FOR
PROPER DRAINAGE N ACCORDANCE WITH CODE AND
ROOF MANUFACTURER'S WARRANTY.
G. G.C. SHALL PROVIDE SAFETY GLAZING IN ALL
LOCATIONS REQUIRED BY CBC SECTION 2406 AND AS
REQUIRED BY CHAPTER 7.
H. G.C. SHALL INCLUDE GSM FLASHING AT ALL MATERIAL
TRANSITIONS. ALL GSM FLASHING SHALL BE
GALVANIZED OR BONDERIZED AND PAINTED OR
RECEIVE COATINGS TO MATCH SURROUNDING
MATERIALS.
I. CONCRETE CURBS SHALL BE INCLUDED AS INDICATED
IN ARCHITECTURAL DRAWINGS IN ADDITION TO CURBS
SHOWN ON STRUCTURAL DRAWINGS.
J. THRESHOLDS MUST BE COMPLIANT AT ALL INTERIOR
AND EXTERIOR DOORS, MAX 1/2" HEIGHT.
K. PROVIDE BUILT-UP EPOXY GROUT LEVELING
COMPOUND AT DECKS AS REQ'D TO PROVIDE LEVEL
SURFACE AND 1/2" MAX THRESHOLD. FEATHER
LEVELING COMPOUND INTO DECK SURFACE AT MAX. 2%
SLOPE.
L. THE G.C. SHALL INCLUDE IN THE GMP THE LABOR AND
MATERIALS TO PROVIDE A COMPLETE COLD FORMED
METAL FRAMED AND GYPSUM WALL BOARD WALL AND
CEILING SYSTEM. NOT EVERY ASPECT OF EVERY
GYPSUM WALLBOARD DETAIL, ACCESSORY,
TRANSITION OR TERMINATION DETAIL IS INDICATED IN
THE CONTRACT DOCUMENTS.
M. ACOUSTIC SEALANT WHERE INDICATED IN DRAWINGS
AND SPECS SHALL BE FIRE RATED AND INSTALLED
TYPICALLY THROUGHOUT THE PROJECT AS
REFERENCED IN THE CONTRACT DOCUMENTS, AND IN
THE ACOUSTICAL REPORTS.
N. G.C. TO COORDINATE AND VERIFY ELEVATION OF TOP
OF SLAB. GC TO PLACE CONCRETE STEP SUCH THAT
FINISH SIDEWALK IS LEVEL W/ T.O.S.
O. ALL WINDOWS U.O.N. SHALL BE DOUBLE PANE
INSULATING GLASS FILLED WITH ARGON GAS & HAVE A
LOW-E COATING. SEE SHEET A10.40 FOR WINDOW
SCHEDULE.
P. ADDRESS SIGNAGE ON BUILDING ELEVATION SHALL BE
CLEARLY VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. EACH CHARACTER SHALL
BE A MINIMUM OF 4" HIGH AND WITH A MINIMUM
STROKE WIDTH OF 1/2" WIDE, INSTALLED ON A
CONTRASTING BACKGROUND PER CBC 501.2
GENERAL NOTES
SHEET NOTESSHEET NOTES
1
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET.
CONCRETE WALL, S.S.D.
2 CONCRETE COLUMN, S.S.D.
4 DOOR, SEE DOOR SCHEDULE
5 ALUMINUM STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE
6 VINYL WINDOW, SEE VINYL WINDOW SCHEDULE
7 ALUMINUM WINDOW, SEE ALUMINUM WINDOW SCHEDULE
8 HOT DIPPED GALVANIZED PTD GUARDRAIL, SEE EXTERIOR
FINISH LEGEND FOR COLOR
9 CLEARANCE BAR AT GARAGE ENTRY
10 ALUMINUM LOUVER, SEE WINDOW SCHEDULE
11 RAISED LANDSCAPE PLANTER -S.L.D.
12 MTL GATE / FENCE, S.L.D.
13 GLASS GUARDRAIL
14 MECHANICAL LOUVER, S.M.D.
15
PAINTED STEEL AWNING, SEE EXTERIOR FINISH LEGEND16
PEDESTRIAN BRIDGE17
COILING DOOR, SEE DOOR SCHEDULE18
MECHANICAL EXHAUST FAN, S.M.D.
EXTERIOR LIGHTING FIXTURES, S.L.D.19
RAIN WATER LEADERS, PAINTED TO MATCH ADJACENT
COLOR
20
DECK SCUPPERS, PAINTED TO MATCH ADJACENT COLOR,
SEE 3 & 4/A8.02
21
CONTROL JOINT, TYP.22
CORTEN-LOOK, LARGE-FORMAT PORCELAIN TILE23
WOOD GRAIN METAL SIDING24
PORCELAIN TILE25
CORRUGATED METAL SIDING26
VERTICAL METAL SIDING27
CEMENT PLASTER28
OVERFLOW SCUPPERS29
LADDER30
HATCH DESIGNATES LOCATION OF FUTURE ART GRAPHIC
INSTALLATION TO BE PART OF FUTURE SIGNAGE PACKAGE
31
32 PAINTED METAL GRILLE, SEE A8.51
33 BUILDING ADDRESS SIGNAGE
34 EXPANSION JOINT
35 BI-FOLDING PLAZA SECURITY GATE, S.L.D.
6
FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
FLOOR 5
42' - 6"
T.O. PLWD
FLOOR 6
52' - 8"
T.O. PLWD
FLOOR 7
62' - 10"
T.O. PLWD
PLATE
71' - 11 1/2"
T.O.
PARAPET
77' - 4"
T.O.
F17 F15 F14 F11
5
A7.22
____________
ROOF PH
84' - 0 5/8"
T.O. PLWD
1
A7.01
____________1
A7.02
____________1
A7.03
____________3
A7.02
____________1
A7.04
____________
E2E2G7E1E1E5
E2E2G7
E2E2G7
E2E2G7
G8
G7 F1F1F1
E1E1 E5
E1E1 E5
E1E1 E5
E5E1E1
G8
G7
G4
G4
G4
G3
G3
G3
G3
G6 G6G6
E1E1 E5
E1 E5E1
E1 E5E1
E1 E5E1
F18 F16 F13 F10 F9 F8
E2E2G7
E2E2G7
E2E2G7
E2E2G7
1.
A7.00
____________
3
A7.17
____________
E1 E1 E5
E5E1E1
E1 E1 E5
F1 F1 F1
S2
S3 S4
S5 S7
S7a
S5S6 S8
S8a
S9
4
A8.45
____________
5
A8.46
____________
6
A8.11
____________
11
A8.11
____________
4
A8.50
____________18
A10.52
____________
16
A10.52
____________
17
A10.52
____________
1
A8.12
____________
7
A8.01
____________3
A8.01
____________
3
A8.13
____________
7
A8.11
____________
23
A8.10
____________
E1 E5E1
E5E1E1E5E1E1
1.16 1.111.191.041.24
9
A10.52
____________
7
16
20
16
5
2
17
8
28
24
28
25
4
281
27
28
27 20
29
16
4
5
7
35
23
22
G6
88
8
2
A8.46
2
A8.46
2
A8.46
33
34
22
TYP.
34
F12 D8
12
EXTERIOR FINISH LEGEND
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET
TYPE:LARGE FORMAT PORCELAIN TILE
MFR:DALTILE OR EQUAL
STYLE/ COLOR:TBD
TYPE:WOOD GRAIN METAL SIDING
MFR:LONGBOARD
STYLE/ COLOR:6" V GROOVE / DARK CHERRY
TYPE:PORCELAIN TILE
MFR / LINE:CROSSVILLE INC. / ARGENT
STYLE/ COLOR:6X24 / CONCRETE JUNGLE, HONED
TYPE:ARCHITECTURAL CONCRETE
MFR: N/A
STYLE/ COLOR: N/A
TYPE:CORRUGATED METAL SIDING
MFR:PAC-CLAD
STYLE/ COLOR:WEATHERED ZINC
TYPE:VERTICAL METAL SIDING
MFR:BRIDGER STEEL
STYLE/ COLOR:OLD ZINC GRAY
TYPE:PLASTER 1
COLOR:KELLY MOORE KM 5826 -VOLCANIC ROCK
TYPE:PLASTER 2
COLOR:BENJAMIN MOORE OC-69 -WHITE OPULENCE
TYPE: PLASTER 3
COLOR:KELLY MOORE KM 4907 -GALLERY GRAY
TYPE:PLASTER 4
COLOR:KELLY MOORE KM 4421 -BRICKHOUSE
TYPE: PLASTER 5
COLOR:KELLY MOORE KM 5782 -ON THE AVENUE
TYPE:PLASTER 6
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE:ACCENT DOORS & BRIDGE
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE: GUARDRAILS & STEEL SUNSHADES
COLOR:KELLY MOORE KM A89 -BLACK OAK
TYPE:ALUMINUM WINDOW & STOREFRONT
STYLE/ COLOR:DARK BRONZE
TYPE: VINYL WINDOW
STYLE/ COLOR:DARK BRONZE
TYPE:WALL TILE AT STAIR
MFR / LINE:SEE SHEET A7.23 FOR SPEC
STYLE/ COLOR:SEE SHEET A7.23 FOR LAYOUT
6
0'8' 16'
Scale
Proj #.
934 Howard Street
San Francisco
CA 94103
P. (415) 677-0966
Sheet Title
Sheet Size:
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL,
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
36 x 48
DRAWN BY
Client
Stamp
Consultant
DateIssueRev
As indicated
11/18/2021 2:45:20 PMA3.01
1939ADRIAN COURT1 ADRIAN COURTBURLINGAME, CABUILDING
ELEVATIONS -
NORTH
SP1/8" = 1'-0"
1BUILDING ELEVATION - NORTH KEY PLAN BAYSHORE FREEWAYROLLINS ROADADRIAN ROAD
1/8" = 1'-0"
2BUILDING MATERIAL ELEVATION - NORTH
CD #3 - 1st
PERMIT
SUBMITTAL
07.16.20
CD #4.1-
RESUBMITTAL1
(PLAN CHECK
RESPONSE 1)
11.19.20
CD #4.2-
RESUBMITTAL1
(INTERNAL
COORDINATION
ITEMS)
11.19.20
CD #5.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 2)
02.11.21
CD #5.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
02.11.21
CD #6.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 3)
04.22.21
4 CD #7 - GMP 05.27.21
5 ADDENDUM #1 06.22.21
6 CD#8-
POST-PERMIT
SUBMITTAL
11.18.21
6
6
A. U.O.N. DIMENSIONS ARE TO FACE OF STUD OR
FOUNDATION WALL, TYP. (FOR TYPE III OR TYPE V) FOR
METAL-FRAMED BUILDINGS THE DIMENSIONS ARE TO
THE FACE OF DRYWALL.
B. SEE A0.20 THROUGH A0.23 FOR ACCESSIBILITY AND
ADAPTABILITY REQUIREMENTS.
SEE A10.00 THROUGH A10.02 FOR WALL TYPE
SCHEDULE AND TYPICAL ASSEMBLIES.
C. SEE LANDSCAPE DRAWINGS FOR INFORMATION
REGARDING THE GRADING OF ALL EXTERIOR AREAS.
REFER TO 1/4" STAIR DRAWINGS FOR INFORMATION
NOT SHOWN HERE.
D. G.C. SHALL COORDINATE PLUMBING & MECHANICAL
VENTS TO MINIMIZE ROOF PENETRATIONS AS
PERMITTED BY CBC.
E. G.C. TO COORD. AND INSTALL VENTING FOR ALL
CONCEALED ROOF AREAS AND OTHER FRAMED VOIDS.
F. ROOF SLOPES NOTED ARE MINIMUMS. ROOF SLOPES
OF CRICKETS ARE SHOWN DIAGRAMMATICALLY ON
ROOF PLANS AND MAY EXCEED 1/4"/1'-0",TO ACHIEVE
PROPER ROOF DRAINAGE AS SHOWN. G.C. TO INCLUDE
AND COORDINATE ROOF CRICKETS IN FIELD FOR
PROPER DRAINAGE N ACCORDANCE WITH CODE AND
ROOF MANUFACTURER'S WARRANTY.
G. G.C. SHALL PROVIDE SAFETY GLAZING IN ALL
LOCATIONS REQUIRED BY CBC SECTION 2406 AND AS
REQUIRED BY CHAPTER 7.
H. G.C. SHALL INCLUDE GSM FLASHING AT ALL MATERIAL
TRANSITIONS. ALL GSM FLASHING SHALL BE
GALVANIZED OR BONDERIZED AND PAINTED OR
RECEIVE COATINGS TO MATCH SURROUNDING
MATERIALS.
I. CONCRETE CURBS SHALL BE INCLUDED AS INDICATED
IN ARCHITECTURAL DRAWINGS IN ADDITION TO CURBS
SHOWN ON STRUCTURAL DRAWINGS.
J. THRESHOLDS MUST BE COMPLIANT AT ALL INTERIOR
AND EXTERIOR DOORS, MAX 1/2" HEIGHT.
K. PROVIDE BUILT-UP EPOXY GROUT LEVELING
COMPOUND AT DECKS AS REQ'D TO PROVIDE LEVEL
SURFACE AND 1/2" MAX THRESHOLD. FEATHER
LEVELING COMPOUND INTO DECK SURFACE AT MAX. 2%
SLOPE.
L. THE G.C. SHALL INCLUDE IN THE GMP THE LABOR AND
MATERIALS TO PROVIDE A COMPLETE COLD FORMED
METAL FRAMED AND GYPSUM WALL BOARD WALL AND
CEILING SYSTEM. NOT EVERY ASPECT OF EVERY
GYPSUM WALLBOARD DETAIL, ACCESSORY,
TRANSITION OR TERMINATION DETAIL IS INDICATED IN
THE CONTRACT DOCUMENTS.
M. ACOUSTIC SEALANT WHERE INDICATED IN DRAWINGS
AND SPECS SHALL BE FIRE RATED AND INSTALLED
TYPICALLY THROUGHOUT THE PROJECT AS
REFERENCED IN THE CONTRACT DOCUMENTS, AND IN
THE ACOUSTICAL REPORTS.
N. G.C. TO COORDINATE AND VERIFY ELEVATION OF TOP
OF SLAB. GC TO PLACE CONCRETE STEP SUCH THAT
FINISH SIDEWALK IS LEVEL W/ T.O.S.
O. ALL WINDOWS U.O.N. SHALL BE DOUBLE PANE
INSULATING GLASS FILLED WITH ARGON GAS & HAVE A
LOW-E COATING. SEE SHEET A10.40 FOR WINDOW
SCHEDULE.
P. ADDRESS SIGNAGE ON BUILDING ELEVATION SHALL BE
CLEARLY VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. EACH CHARACTER SHALL
BE A MINIMUM OF 4" HIGH AND WITH A MINIMUM
STROKE WIDTH OF 1/2" WIDE, INSTALLED ON A
CONTRASTING BACKGROUND PER CBC 501.2
GENERAL NOTES
SHEET NOTESSHEET NOTES
1
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET.
CONCRETE WALL, S.S.D.
2 CONCRETE COLUMN, S.S.D.
4 DOOR, SEE DOOR SCHEDULE
5 ALUMINUM STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE
6 VINYL WINDOW, SEE VINYL WINDOW SCHEDULE
7 ALUMINUM WINDOW, SEE ALUMINUM WINDOW SCHEDULE
8 HOT DIPPED GALVANIZED PTD GUARDRAIL, SEE EXTERIOR
FINISH LEGEND FOR COLOR
9 CLEARANCE BAR AT GARAGE ENTRY
10 ALUMINUM LOUVER, SEE WINDOW SCHEDULE
11 RAISED LANDSCAPE PLANTER -S.L.D.
12 MTL GATE / FENCE, S.L.D.
13 GLASS GUARDRAIL
14 MECHANICAL LOUVER, S.M.D.
15
PAINTED STEEL AWNING, SEE EXTERIOR FINISH LEGEND16
PEDESTRIAN BRIDGE17
COILING DOOR, SEE DOOR SCHEDULE18
MECHANICAL EXHAUST FAN, S.M.D.
EXTERIOR LIGHTING FIXTURES, S.L.D.19
RAIN WATER LEADERS, PAINTED TO MATCH ADJACENT
COLOR
20
DECK SCUPPERS, PAINTED TO MATCH ADJACENT COLOR,
SEE 3 & 4/A8.02
21
CONTROL JOINT, TYP.22
CORTEN-LOOK, LARGE-FORMAT PORCELAIN TILE23
WOOD GRAIN METAL SIDING24
PORCELAIN TILE25
CORRUGATED METAL SIDING26
VERTICAL METAL SIDING27
CEMENT PLASTER28
OVERFLOW SCUPPERS29
LADDER30
HATCH DESIGNATES LOCATION OF FUTURE ART GRAPHIC
INSTALLATION TO BE PART OF FUTURE SIGNAGE PACKAGE
31
32 PAINTED METAL GRILLE, SEE A8.51
33 BUILDING ADDRESS SIGNAGE
34 EXPANSION JOINT
35 BI-FOLDING PLAZA SECURITY GATE, S.L.D.
6
FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
FLOOR 5
42' - 6"
T.O. PLWD
FLOOR 6
52' - 8"
T.O. PLWD
FLOOR 7
62' - 10"
T.O. PLWD
PLATE
71' - 11 1/2"
T.O.
PARAPET
77' - 4"
T.O.
F6 F4 F3 F1
5
A7.22
____________
ROOF PH
84' - 0 5/8"
T.O. PLWD
1
A7.04
____________1
A7.05
____________
3
A7.05
____________
B5 B2 B2
B2B6B2B2
B2B5B2B2
B2B6B2B2
B2B6B2B2
B2B6B2B2
B2
B2B6
B2B6
E5
B2
B2
B2
B2
E5
E5
E5
F9 F2F5F8
B2B6B2
S15 S16
5
A8.46
____________
6
A8.11
____________
11
A8.11
____________
4
A8.50
____________18
A10.52
____________
16
A10.52
____________
17
A10.52
____________
1
A8.12
____________
7
A8.01
____________3
A8.01
____________7
A8.11
____________
6
A8.13
____________
13
A8.21
____________
12
A8.01
____________
8
A8.01
____________
E5
1.461.10
2
17
8
23
28
22
16
7
25
5
20
24
28
28
25
16
5
4
B6
16
25
8
A8.13
____________
34
TYP.
34
3
A8.13
____________
1
A8.13
____________
D8
6
35
23
23
24
14
A2
D10
J2 J3
A3
D11
J3 J2
D10D11
A3 A2
6
EXTERIOR FINISH LEGEND
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET
TYPE:LARGE FORMAT PORCELAIN TILE
MFR:DALTILE OR EQUAL
STYLE/ COLOR:TBD
TYPE:WOOD GRAIN METAL SIDING
MFR:LONGBOARD
STYLE/ COLOR:6" V GROOVE / DARK CHERRY
TYPE:PORCELAIN TILE
MFR / LINE:CROSSVILLE INC. / ARGENT
STYLE/ COLOR:6X24 / CONCRETE JUNGLE, HONED
TYPE:ARCHITECTURAL CONCRETE
MFR: N/A
STYLE/ COLOR: N/A
TYPE:CORRUGATED METAL SIDING
MFR:PAC-CLAD
STYLE/ COLOR:WEATHERED ZINC
TYPE:VERTICAL METAL SIDING
MFR:BRIDGER STEEL
STYLE/ COLOR:OLD ZINC GRAY
TYPE:PLASTER 1
COLOR:KELLY MOORE KM 5826 -VOLCANIC ROCK
TYPE:PLASTER 2
COLOR:BENJAMIN MOORE OC-69 -WHITE OPULENCE
TYPE: PLASTER 3
COLOR:KELLY MOORE KM 4907 -GALLERY GRAY
TYPE:PLASTER 4
COLOR:KELLY MOORE KM 4421 -BRICKHOUSE
TYPE: PLASTER 5
COLOR:KELLY MOORE KM 5782 -ON THE AVENUE
TYPE:PLASTER 6
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE:ACCENT DOORS & BRIDGE
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE: GUARDRAILS & STEEL SUNSHADES
COLOR:KELLY MOORE KM A89 -BLACK OAK
TYPE:ALUMINUM WINDOW & STOREFRONT
STYLE/ COLOR:DARK BRONZE
TYPE: VINYL WINDOW
STYLE/ COLOR:DARK BRONZE
TYPE:WALL TILE AT STAIR
MFR / LINE:SEE SHEET A7.23 FOR SPEC
STYLE/ COLOR:SEE SHEET A7.23 FOR LAYOUT
6
0'8' 16'
Scale
Proj #.
934 Howard Street
San Francisco
CA 94103
P. (415) 677-0966
Sheet Title
Sheet Size:
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL,
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
36 x 48
DRAWN BY
Client
Stamp
Consultant
DateIssueRev
As indicated
11/18/2021 2:45:44 PMA3.02
1939ADRIAN COURT1 ADRIAN COURTBURLINGAME, CABUILDING
ELEVATIONS -
NORTH
SP
1/8" = 1'-0"
1BUILDING ELEVATION - NORTH
KEY PLAN BAYSHORE FREEWAYROLLINS ROADADRIAN ROAD
1/8" = 1'-0"
2BUILDING MATERIAL ELEVATION - NORTH
CD #3 - 1st
PERMIT
SUBMITTAL
07.16.20
CD #4.1-
RESUBMITTAL1
(PLAN CHECK
RESPONSE 1)
11.19.20
CD #4.2-
RESUBMITTAL1
(INTERNAL
COORDINATION
ITEMS)
11.19.20
CD #5.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 2)
02.11.21
CD #5.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
02.11.21
CD #6.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 3)
04.22.21
4 CD #7 - GMP 05.27.21
5 ADDENDUM #1 06.22.21
6 CD#8-
POST-PERMIT
SUBMITTAL
11.18.21
A. U.O.N. DIMENSIONS ARE TO FACE OF STUD OR
FOUNDATION WALL, TYP. (FOR TYPE III OR TYPE V) FOR
METAL-FRAMED BUILDINGS THE DIMENSIONS ARE TO
THE FACE OF DRYWALL.
B. SEE A0.20 THROUGH A0.23 FOR ACCESSIBILITY AND
ADAPTABILITY REQUIREMENTS.
SEE A10.00 THROUGH A10.02 FOR WALL TYPE
SCHEDULE AND TYPICAL ASSEMBLIES.
C. SEE LANDSCAPE DRAWINGS FOR INFORMATION
REGARDING THE GRADING OF ALL EXTERIOR AREAS.
REFER TO 1/4" STAIR DRAWINGS FOR INFORMATION
NOT SHOWN HERE.
D. G.C. SHALL COORDINATE PLUMBING & MECHANICAL
VENTS TO MINIMIZE ROOF PENETRATIONS AS
PERMITTED BY CBC.
E. G.C. TO COORD. AND INSTALL VENTING FOR ALL
CONCEALED ROOF AREAS AND OTHER FRAMED VOIDS.
F. ROOF SLOPES NOTED ARE MINIMUMS. ROOF SLOPES
OF CRICKETS ARE SHOWN DIAGRAMMATICALLY ON
ROOF PLANS AND MAY EXCEED 1/4"/1'-0",TO ACHIEVE
PROPER ROOF DRAINAGE AS SHOWN. G.C. TO INCLUDE
AND COORDINATE ROOF CRICKETS IN FIELD FOR
PROPER DRAINAGE N ACCORDANCE WITH CODE AND
ROOF MANUFACTURER'S WARRANTY.
G. G.C. SHALL PROVIDE SAFETY GLAZING IN ALL
LOCATIONS REQUIRED BY CBC SECTION 2406 AND AS
REQUIRED BY CHAPTER 7.
H. G.C. SHALL INCLUDE GSM FLASHING AT ALL MATERIAL
TRANSITIONS. ALL GSM FLASHING SHALL BE
GALVANIZED OR BONDERIZED AND PAINTED OR
RECEIVE COATINGS TO MATCH SURROUNDING
MATERIALS.
I. CONCRETE CURBS SHALL BE INCLUDED AS INDICATED
IN ARCHITECTURAL DRAWINGS IN ADDITION TO CURBS
SHOWN ON STRUCTURAL DRAWINGS.
J. THRESHOLDS MUST BE COMPLIANT AT ALL INTERIOR
AND EXTERIOR DOORS, MAX 1/2" HEIGHT.
K. PROVIDE BUILT-UP EPOXY GROUT LEVELING
COMPOUND AT DECKS AS REQ'D TO PROVIDE LEVEL
SURFACE AND 1/2" MAX THRESHOLD. FEATHER
LEVELING COMPOUND INTO DECK SURFACE AT MAX. 2%
SLOPE.
L. THE G.C. SHALL INCLUDE IN THE GMP THE LABOR AND
MATERIALS TO PROVIDE A COMPLETE COLD FORMED
METAL FRAMED AND GYPSUM WALL BOARD WALL AND
CEILING SYSTEM. NOT EVERY ASPECT OF EVERY
GYPSUM WALLBOARD DETAIL, ACCESSORY,
TRANSITION OR TERMINATION DETAIL IS INDICATED IN
THE CONTRACT DOCUMENTS.
M. ACOUSTIC SEALANT WHERE INDICATED IN DRAWINGS
AND SPECS SHALL BE FIRE RATED AND INSTALLED
TYPICALLY THROUGHOUT THE PROJECT AS
REFERENCED IN THE CONTRACT DOCUMENTS, AND IN
THE ACOUSTICAL REPORTS.
N. G.C. TO COORDINATE AND VERIFY ELEVATION OF TOP
OF SLAB. GC TO PLACE CONCRETE STEP SUCH THAT
FINISH SIDEWALK IS LEVEL W/ T.O.S.
O. ALL WINDOWS U.O.N. SHALL BE DOUBLE PANE
INSULATING GLASS FILLED WITH ARGON GAS & HAVE A
LOW-E COATING. SEE SHEET A10.40 FOR WINDOW
SCHEDULE.
P. ADDRESS SIGNAGE ON BUILDING ELEVATION SHALL BE
CLEARLY VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. EACH CHARACTER SHALL
BE A MINIMUM OF 4" HIGH AND WITH A MINIMUM
STROKE WIDTH OF 1/2" WIDE, INSTALLED ON A
CONTRASTING BACKGROUND PER CBC 501.2
GENERAL NOTES
SHEET NOTESSHEET NOTES
1
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET.
CONCRETE WALL, S.S.D.
2 CONCRETE COLUMN, S.S.D.
4 DOOR, SEE DOOR SCHEDULE
5 ALUMINUM STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE
6 VINYL WINDOW, SEE VINYL WINDOW SCHEDULE
7 ALUMINUM WINDOW, SEE ALUMINUM WINDOW SCHEDULE
8 HOT DIPPED GALVANIZED PTD GUARDRAIL, SEE EXTERIOR
FINISH LEGEND FOR COLOR
9 CLEARANCE BAR AT GARAGE ENTRY
10 ALUMINUM LOUVER, SEE WINDOW SCHEDULE
11 RAISED LANDSCAPE PLANTER -S.L.D.
12 MTL GATE / FENCE, S.L.D.
13 GLASS GUARDRAIL
14 MECHANICAL LOUVER, S.M.D.
15
PAINTED STEEL AWNING, SEE EXTERIOR FINISH LEGEND16
PEDESTRIAN BRIDGE17
COILING DOOR, SEE DOOR SCHEDULE18
MECHANICAL EXHAUST FAN, S.M.D.
EXTERIOR LIGHTING FIXTURES, S.L.D.19
RAIN WATER LEADERS, PAINTED TO MATCH ADJACENT
COLOR
20
DECK SCUPPERS, PAINTED TO MATCH ADJACENT COLOR,
SEE 3 & 4/A8.02
21
CONTROL JOINT, TYP.22
CORTEN-LOOK, LARGE-FORMAT PORCELAIN TILE23
WOOD GRAIN METAL SIDING24
PORCELAIN TILE25
CORRUGATED METAL SIDING26
VERTICAL METAL SIDING27
CEMENT PLASTER28
OVERFLOW SCUPPERS29
LADDER30
HATCH DESIGNATES LOCATION OF FUTURE ART GRAPHIC
INSTALLATION TO BE PART OF FUTURE SIGNAGE PACKAGE
31
32 PAINTED METAL GRILLE, SEE A8.51
33 BUILDING ADDRESS SIGNAGE
34 EXPANSION JOINT
35 BI-FOLDING PLAZA SECURITY GATE, S.L.D.
6
FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
FLOOR 5
42' - 6"
T.O. PLWD
FLOOR 6
52' - 8"
T.O. PLWD
FLOOR 7
62' - 10"
T.O. PLWD
PLATE
71' - 11 1/2"
T.O.
PARAPET
77' - 4"
T.O.
E1E3E4E10E9E7E5
1
A7.07
____________
ROOF PH
84' - 0 5/8"
T.O. PLWD
1
A7.06
____________3
A7.07
____________
B2 B2 B5B2B2B2B2
B2B6
B2B5
B2
B2
B7B7B7
B2
B2B6
B2B6
B2B6
B2B2B2
B7B2 B7
B2 B2B2B2 B2B2 B7B2B2B2
B2 B2B2B2 B2B2 B7B2B2B2
B2 B2B2B2 B2B2 B7B2B2B2
B2 B2B2B2 B2B2 B7B2B2B2
B2B2 B2B2
B2 B2
B2
B2
B2
E6 E2
B2B2
B2B2
B2B2
B2B2
B2
B2
B2
B2
B2
S16
7
A8.01
____________4
A8.50
____________7
A8.11
____________18
A10.52
____________3
A8.01
____________
16
A10.52
____________6
A8.11
____________
11
A8.11
____________
17
A10.52
____________
1
A8.12
____________
1.40 1.361.42 1.081.46
E8
16
28
20
24
25
4
28
18
4
28
5
16 4
A8.47
____________
24
B2 B2
B2 B2
B2 B2
B2 B2
34
34
22
TYP.
3
A8.13
____________
1
A8.13
____________
7
J2
D10
A2
J1
D9
D8
J1
D9
D8
J1
J1
D9
1.41
EXTERIOR FINISH LEGEND
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET
TYPE:LARGE FORMAT PORCELAIN TILE
MFR:DALTILE OR EQUAL
STYLE/ COLOR:TBD
TYPE:WOOD GRAIN METAL SIDING
MFR:LONGBOARD
STYLE/ COLOR:6" V GROOVE / DARK CHERRY
TYPE:PORCELAIN TILE
MFR / LINE:CROSSVILLE INC. / ARGENT
STYLE/ COLOR:6X24 / CONCRETE JUNGLE, HONED
TYPE:ARCHITECTURAL CONCRETE
MFR: N/A
STYLE/ COLOR: N/A
TYPE:CORRUGATED METAL SIDING
MFR:PAC-CLAD
STYLE/ COLOR:WEATHERED ZINC
TYPE:VERTICAL METAL SIDING
MFR:BRIDGER STEEL
STYLE/ COLOR:OLD ZINC GRAY
TYPE:PLASTER 1
COLOR:KELLY MOORE KM 5826 -VOLCANIC ROCK
TYPE:PLASTER 2
COLOR:BENJAMIN MOORE OC-69 -WHITE OPULENCE
TYPE: PLASTER 3
COLOR:KELLY MOORE KM 4907 -GALLERY GRAY
TYPE:PLASTER 4
COLOR:KELLY MOORE KM 4421 -BRICKHOUSE
TYPE: PLASTER 5
COLOR:KELLY MOORE KM 5782 -ON THE AVENUE
TYPE:PLASTER 6
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE:ACCENT DOORS & BRIDGE
COLOR:KELLY MOORE KM 4491 -AGED TEAK
TYPE: GUARDRAILS & STEEL SUNSHADES
COLOR:KELLY MOORE KM A89 -BLACK OAK
TYPE:ALUMINUM WINDOW & STOREFRONT
STYLE/ COLOR:DARK BRONZE
TYPE: VINYL WINDOW
STYLE/ COLOR:DARK BRONZE
TYPE:WALL TILE AT STAIR
MFR / LINE:SEE SHEET A7.23 FOR SPEC
STYLE/ COLOR:SEE SHEET A7.23 FOR LAYOUT
6
0'8' 16'
Scale
Proj #.
934 Howard Street
San Francisco
CA 94103
P. (415) 677-0966
Sheet Title
Sheet Size:
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL,
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
36 x 48
DRAWN BY
Client
Stamp
Consultant
DateIssueRev
As indicated
11/18/2021 2:46:16 PMA3.03
1939ADRIAN COURT1 ADRIAN COURTBURLINGAME, CABUILDING
ELEVATIONS -
NORTH
SP1/8" = 1'-0"
1BUILDING ELEVATION - NORTH KEY PLAN BAYSHORE FREEWAYROLLINS ROADADRIAN ROAD
1/8" = 1'-0"
2BUILDING MATERIAL ELEVATION - NORTH
CD #3 - 1st
PERMIT
SUBMITTAL
07.16.20
CD #4.1-
RESUBMITTAL1
(PLAN CHECK
RESPONSE 1)
11.19.20
CD #4.2-
RESUBMITTAL1
(INTERNAL
COORDINATION
ITEMS)
11.19.20
CD #5.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 2)
02.11.21
CD #5.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
02.11.21
CD #6.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 3)
04.22.21
4 CD #7 - GMP 05.27.21
5 ADDENDUM #1 06.22.21
6 CD#8-
POST-PERMIT
SUBMITTAL
11.18.21
6
6
A. SITE ELEVATION HEIGHT OF 11.16' CIVIL = 0'-0".
B. G.C. SHALL COORDINATE EXTERIOR FINISHES WITH
EXTERIOR ELEVATIONS.
C. SEE SHEETS A10.00 & A10.01 FOR WALL TYPE SCHEDULE
AND FLOOR/ROOF ASSEMBLIES.
D. SEE LANDSCAPE DRAWINGS FOR INFORMATION
REGARDING THE GRADING OF ALL EXTERIOR AREAS.
E. GC TO COORD. AND INSTALL VENTING FOR ALL
CONCEALED ROOF AREAS AND OTHER FRAMED VOIDS.
F. ALL GSM FLASHING SHALL BE GALVANIZED OR
BONDERIZED AND PAINTED OR RECEIVE COATINGS TO
MATCH SURROUNDING MATERIALS. NOT EVERY
OCCURANCE OF GSM FLASHING IS SHOWN. CONTRACT
DOCUMENTS SHOW DESIGN INTENT. GC SHALL
INCLUDE GSM FLASHING AT ALL MATERIAL
TRANSITIONS.
G. SOLDERED TRANSITION FLASHING (STF) SHOWN ARE
TYPICAL, NOT ALL LOCATIONS ARE INDICATED. STF'S
SHALL BE REQUIRED AT ALL 3-DIMENSIONAL
TRANSITIONS OF PLANES OR MATERIALS. PROVIDE
SHOP DRAWINGS THAT FULLY DEPICT ALL REQUIRED
STF'S FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION.
H. SEE ROOF PLANS AND ELEVATIONS FOR PARAPET
HEIGHTS.
I. ROOF SLOPES NOTED ARE MINIMUMS. GC TO INCLUDE
AND COORDINATE ROOF CRICKETS IN FIELD FOR
PROPER DRAINAGE IN ACCORDANCE WITH CODE AND
ROOF MANUFACTURER'S WARRANTY.
J. GC SHALL PROVIDE SAFETY GLAZING IN ALL LOCATIONS
REQUIRED BY CBC SECTION 2406 AND AS REQUIRED BY
CHAPTER 7.
K. NOT EVERY OCCURANCE OF SEALANTS ARE SHOWN.
CONTRACT DOCUMENTS SHOW DESIGN INTENT. GC
SHALL INCLUDE SEALANTS AS REQ. AT ALL MATERIAL
TRANSITIONS.
L. THRESHOLDS SHALL BE COMPLIANT AT ALL DOORS
INTERIOR AND EXTERIOR, 1/2" MAX HEIGHT.
M. CONCRETE LEVELING COMPOUND AT DECKS, SHOWERS
OR OTHERWISE TO PROVIDE FLUSH LEVEL AND
COMPLIANT TRANSITIONS AT DOOR THRESHOLDS TO
DECKS AND TO SHOWERS
N. GC SHALL INCLUDE , WHETHER SPECIFIED OR NOT, ANY
AND ALL ACCESSORIES, COMPONENTS OR OTHER
REQUIREMENTS TO PROVIDE A FULLY WARRANTED
SYSTEM. MEANING THE GC SHALL RETAIN
SUBCONTRACTORS THAT ARE SPECIALISTS IN THEIR
FIELD.
O. GC SHALL INCLUDE LABOR AND MATERIALS TO PROVIDE
A COMPLETE COLD FORMED METAL FRAMED AND
GYPSUM WALL BOARD WALL AND CEILING SYSTEM. NOT
EVERY ASPECT OF EVERY GYPSUM WALLBOARD DETAIL,
ACCESSORY, TRANSITION OR TERMINATION DETAIL IS
INDICATED IN THE CONTRACT DOCUMENTS.
P. ACOUSTIC SEALANT SHALL BE FIRE RATED AND
INSTALLED TYPICALLY THROUGHOUT THE PROJECT AS
REFERENCED IN THE SPECS, DRAWINGS, AND IN THE
ACOUSTICAL REPORTS.
Q. NOT EVERY ASPECT OF EVERY FIRE STOPPING DETAIL
IS INDICATED IN THE CDS, THE GC SHALL INCLUDE ALL
FIRE STOPPING , SAFING THAT WILL BE REQUIRED TO
COMPLETE THE PROJECT AND RECEIVE APPROVAL
FROM LOCAL INSPECTORS.
R. PROVIDE REQUIRED EXTENSION OF THE ONE-HOUR OR
TWO EXTERIOR WALL CONSTRUCTION THROUGH ATTIC,
USE DOUBLE BLOCKING AND OR RATED GWB TO
UNDERSIDE OF ROOF SHEATHING.
S. DRAFT STOPS REQUIRED PER CBC 718.3 SHALL BE 1/2"
SHEATHING TO UNDERSIDE OF ROOF OR APPROVED
EQUAL.
T. GC TO COORDINATE MECHANICAL AND PLUMBING
VENTS AS PERMITTED BY CODES TO MINIMIZE ROOF
PENETRATIONS.
U. ALL GUARDRAILS SHALL BE 43" AFF
GENERAL NOTES
SHEET NOTES
1
NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET.
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
28
29
30
31
32
CONCRETE SLAB, S.S.D
CONCRETE FOOTING, S.S.D.
EXTERIOR TILE VENEER
VAPOR RETARDER
DRAIN MAT O/ BELOW GRADE WATERPROOFING SYSTEM
(SEE B.E. DRAWINGS)
CONCRETE CURB, SEE SLAB PLAND AND S.S.D.
VINYL WINDOW, SEE WINDOW SCHEDULE
DOOR, SEE PLAN AND DOOR SCHEDULE
GLASS AND METAL RAILING AND GUARDRAIL
VERTICAL METAL SLAT RAILING, WELDED TUBE GUARDRAIL;
HOT DIP GALVANIZED; SHOP PRIMED, FINISH PAINT IN FIELD
SPRAYED-ON INSULATION AT UNDERSIDE OF SLAB
STEEL TUBE FRAME PROJECTING AWNING; HOT DIP
GALVANIZED; SHOP PRIMED, FINISH PAINT IN FIELD
NOT USED
GSM COPING PTD., TYP.
ROOF DRAIN W/ OVERFLOW, S.P.D.
THROUGH WALL GSM SCUPPER, PTD
SOFFIT, OCCURS AS NECESSARY TO COVER
MECHANICAL EQUIPMENT AND SPRINKLERS
ALL EXTERIOR RECESSES TO BE SPRINKLERED
RECESSED LIGHT, ALIGN CENTERED W/ SPRINKLER HEAD
CONDENSER UNIT O/ MECHANICAL RACK
EXPANSION JOINT AT TOP, BOTTOM AND SIDE OF ALL
WINDOWS/ STOREFRONTS, TYP; AND AT ALL FLOOR LINES
TYP U.O.N.
PAVER O/ PEDESTAL SYSTEM, S.L.D.
STORMWATER TREATMENT PLANTER, S.C.D. AND S.L.D.
PLANTER, S.L.D.
FENCE, S.L.D.
PAVERS O/ CRUSHED, ANGULAR ROCK, S.L.D.
ALUMINUM COMPOSITE METAL SIDING
STUCCO, 3-COAT, PAINTED
METAL SIDING
TRAFFIC TOPPING OVER DECK, SLOPE PER PLANS
OVERHEAD GARAGE DOOR
NOT USED
NOT USED
2X P.T. FLOOR JOIST RIPPED TO SLOPE, S.S.D.
BALLOON FRAMED PARAPET WALL, S.S.D.
33
34
35
36
ALUMINUM WINDOW, SEE WINDOW SCHEDULE
STOREFRONT, SEE STOREFRONT SCHEDULE37
CONCRETE PAVING, S.L.D.38
METAL GRILLE39
CORRUGATED METAL PANEL40
ROOF GUARDRAIL41
NOT USED42
ROOF ANCHOR, SEE EBM DWG43
F6
B10
F9
3
A7.23
____________
D1
2
A7.23
____________
D0
D8
FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
ELEVATOR PIT
-5' - 0"
T.O. SLAB
B10
8' - 5"13
A8.21
12
A8.01
1' - 8 3/4"
B11
2
A7.23
____________
FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
A11 A12
3
A7.23
____________
11
A8.20
11
A8.20
10' - 2"10' - 6"0"5' - 1"FLOOR 1
0"
T.O. SLAB
FLOOR 2
10' - 6"
T.O. SLAB
FLOOR 3
22' - 2"
T.O. SLAB
FLOOR 4
32' - 4"
T.O. PLWD
FOUNTAIN,
SEE FOUTAIN DWGS.10' - 2"10' - 6"5' - 1"2' - 0"3" CAST CONCRETE CAP
12X12 ACCENT TILE
MFR.: CONCRETE COLLABORATIVE
LINE: ZUMA
FINISH/COLOR: RAKED FLEKK/OUTBACK
4' - 0"12X48 STANDARD TILE
MFR.: CONCRETE COLLABORATIVE
LINE: ZUMA
FINISH/COLOR: BRUT FLEKK/PEARL
OUTLINE OF BUILDING
(NOT SHOWN FOR CLARITY)
JT
5' - 3"5' - 3"5' - 3"5' - 3"3' - 9"1' - 6"5' - 3"5' - 3"5' - 3"5' - 3"5' - 3"5' - 3"1' - 0"
ALIGN JTJTOUTLINE OF BUILDING
(NOT SHOWN FOR CLARITY)
NOTE: HANDRAIL & GUARDRAIL NOT SHOWN FOR CLARITY
START OF TILE LAYOUT
1' - 0"
CONC. SLAB,JTJT JT JT JT JT JT JT JT JT JT
GLASS WINDSCREEN; ALIGN VERTICAL
SUPPORTS W/ TILE JOINTS BELOWS
ALIGN JT
0'4' 8'
TRUE
NORTH
PROJECT
NORTH
Scale
Proj #.
934 Howard Street
San Francisco
CA 94103
P. (415) 677-0966
Sheet Title
Sheet Size:
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL,
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
36 x 48
DRAWN BY
Client
Stamp
Consultant
DateIssueRev
As indicated
11/18/2021 3:23:52 PMA7.23
1939ADRIAN COURT1 ADRIAN COURTBURLINGAME, CACORTEN STEEL
WALL PLAN &
SECTIONS
JL
1/4" = 1'-0"
1CORTEN STEEL WALL PLAN
1/4" = 1'-0"
3CORTEN STEEL WALL SECTION
1/4" = 1'-0"
2STAIR WALL W/ ACOUSTICAL GLASS WALL ABOVE
1/4" = 1'-0"
4STAIR WALL TILE LAYOUT
CD #3 - 1st
PERMIT
SUBMITTAL
07.16.20
CD #4.1-
RESUBMITTAL1
(PLAN CHECK
RESPONSE 1)
11.19.20
CD #4.2-
RESUBMITTAL1
(INTERNAL
COORDINATION
ITEMS)
11.19.20
CD #5.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 2)
02.11.21
CD #5.2-
RESUBMITTAL 2
(INTERNAL
COORDINATION
ITEMS)
02.11.21
CD #6.1-
RESUBMITTAL 2
(PLAN CHECK
RESPONSE 3)
04.22.21
4 CD #7 - GMP 05.27.21
5 ADDENDUM #1 06.22.21
6 CD#8-
POST-PERMIT
SUBMITTAL
11.18.21
776T5C1+1+1+1+1+1+1+2+2+2+2+2+2-1-2-3-1-2-3000000+1+200+1MATCHLINE - SEE SHEET L1.1B
MATCHLINE - SEE SHEET L1.1A SJTD FOR TRANSFORMERS, TYP.CENTERLINE OF DRAINAGESWALE & SLOPE, SCD FOR FINEGRADING, TYP.EXISTING UTILITY BOXTO REMAIN, SCD, TYP.TRANSFORMERVAULTS; SJTD, TYP.EXISTING TOWER ANDCONCRETE WALL TO REMAINSCD FOR UTILITIESEXISTING TREES TO REMAIN, TYP.PV-1A-7A-3AA-1A-2L-2F-1PV-6A-1BUILDINGOVERHANG10'-0" P.U.E10'-0" DRAINAGE &ELECTRIC EASEMENT7'-6"DRAINAGEEASEMENTL-1F-1F-2F-1A-3AEXISTING POWERLINETO REMAIN, SJTD.PV-18ON CONCRETEPAD PV-1ON CONCRETEPAD PV-1ON CONCRETEPAD PV-1SAD AND SPD FOR DOWNSPOUTAND ROUTING LOCATIONS, TYP.SAD AND SPD FOR DOWNSPOUTAND ROUTING LOCATIONS, TYP.VEHICULARVEH.PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPASWPASWPASWPASLOPINGSWPA, SCDSWPASWPA2'-6" MOUNDS WITH SOD.SEE PLANTING PLANCONCRETE BAND AT PAVER EDGE,SCD FOR PAVING SLOPES, TYP.IN GROUND CONCRETESTORMWATER PLANTERS, TYP.CENTERLINE OF DRAINAGESWALE & SLOPE, SCD FOR FINEGRADING, TYP.140'-0" DRAINAGE TOWERLINE RIGHT OF WAYPAVING PATTERNENLARGEMENT1L5.3ENTRYSTRUCTURE3-BL5.32L5.2CONCRETE PLANTER WALLS-RAISED SWPA PLANTER4L5.5CONCRETE PLANTER WALLS-SUNKEN SWPA PLANTERW-18L5.5BOCCEENLARGEMENTPA11L5.2STAMPED CONCRETEDECK PATTERN4L5.5CONCRETE STORMWATERPLANTER- SUNKENPAPATYP.CONCRETE PLANTER WALLS-RAISED SWPA PLANTERSPLASH COBBLE ATPLANTERS, SIM.1L5.5SPLASH COBBLE ATPLANTERS, SIM.1L5.5SPLASH COBBLE ATPLANTERS, TYP.PV-2APV-7PV-1PV-3BPV-12PV-1PV-4PV-4RISER POLE SJTD, TYP.LOW 'PONY' WALL ATUNIT STOOPS, SAD, TYP.PAPAL-4EJEJEJ
EXPANSION JOINT: DELINEATIONBETWEEN VEHICULAR ANDPEDESTRIAN CONCRETE EDGESCD FOR OFFSITEPAVING, TYP.PV-1PV-1CONCRETE BAND AT PAVEREDGE, S.C.D3L5.5F-1PERMANENT FENCESLATS TIES INTO BLDGCOLUMN.COLUMNS / FOLDING GATESYSTEM TO MATCH ENTRYPLAZA SLATS OF PORTALPERMANENT FENCE SLATSTIES INTO INDUSTRIAL FENCE2L5.11METAL SECURITY GATE &FENCE AT PARKA-5A-6A-4A-5PV-2PV-1PV-1W-1PV- 5OMIT GATEPV-1PV-12F-2PV-2BPV-2AF-1PV-6L-2L-6W-1VEHICULARPV-2ASITE ACCESSORIESMATERIALS LEGENDPAVING + EDGINGCALLOUTSYMBOLDESCRIPTIONPV-1ON SITE CONCRETE PAVING ON GRADEPV-2ASTAMPED CONCRETE DECK PATTERNVEHICULARPV-2BSTAMPED CONCRETE DECK PATTERNPEDESTRIANPV-3APEDESTRIAN PAVERS ON GRADEPV-3BPAVERS SET ON CONCRETE ON GRADE -VEHICULARPV-4GRASSPAVE IIPV-5COBBLE AT TREE WELLPV-6STABILIZED DECOMPOSED GRANITEPV-7BOCCE COURT TURFPV-8PAVERS ON PEDESTALPV-9APAVER ON PODIUMPV-9BPAVER ON PODIUMPV-10CONCRETE PAVING ON PODIUMPV-11PORCELAIN WOOD TILE DECKING ON PODIUMPV-12ARTIFICIAL TURF AT GRADE (DOG PARK)PV-13ARTIFICIAL TURF AT PODIUMPV-14POOL & SPA COPING (REFERENCE ONLY)PV-15RIVER ROCK AT FOUNTAINPV-16GRAVEL BAND ON PODIUMPV-17PRIVATE PATIO PAVING ON PODIUMPV-18TURF BLOCKSITE ACCESSORIESCALLOUTSYMBOLDESCRIPTIONA-1PUBLIC BIKE RACKA-2ENTRY PORTAL STRUCTUREA-3ABENCHA-3BTIMBER BENCH (AT PLAZA)A-4PICNIC TABLEA-5TABLES AND CHAIRS AT PARKA-6ADIRONDACK LOUNGE CHAIRSA-7DOG FOUNTAINA-8TRASH & RECYCLING BINSA-10FIRE PITWALLS+FENCES+RAILINGSCALLOUTSYMBOLDESCRIPTIONF-1SOLID METAL FENCE & ENTRY GATEF-1ABID ALT 1: WOOD FENCE & GATEF-2DOG PARK FENCE & GATEF-3METAL POOL FENCE & GATEF-4METAL SECURITY GATE & FENCE AT PARKW-1TREATMENT CONCRETE PLANTER WALLSW-2METAL PLANTER WALLSW-3CONCRETE PLANTER WALLG-1GUARDRAIL AT PLANTERH-1HANDRAIL AT STEPSA-11KITSAP BENCH ATTACHED TO W-1A-12BBQ WITH COUNTER TOPA-13METAL SUNSHADE - FOR REFERENCE ONLYA-14BAR TABLEA-16LARGE TRELLIS PAVILIONA-17STEEL HEADERA-18STEEL FOUNTAIN EDGE & RIVER ROCK PV-16A-19ARECTANGULAR POT ON THE PODIUMA-19BSQUARE POT ON THE PODIUMHDRMOVEABLE FURNITURE FOR REFERENCE ONLY: SEE INTERIORS DRAWINGSCALLOUTSYMBOLDESCRIPTIONF-20LOUNGE FURNITUREF-21PINGPONG TABLEF-22BAR TABLE & STOOLSF-23CHAISE LOUNGE CHAIRSF-24SIDE & COFFEE TABLEF-25UMBRELLASF-26HEAT LAMPF-27STANDING TABLEF-28TABLE AND CHAIRS AT PODIUMF-29LONG DINING TABLEF-30CABANADRAINAGE - FOR REFERENCE ONLYCALLOUTSYMBOLDESCRIPTIOND-1SURFACE DRAIN AT PODIUM W/6" GRATECOVERD-2SUBSURFACE DRAIN AT PODIUMD-3STORMWATER PLANTER AND OVERFLOWDRAIND-4PLANTER TWO STAGE DRAINLIGHTING - FOR REFERENCE ONLY - SEE ELECTRICAL DRAWINGSCALLOUTSYMBOLDESCRIPTIONL-1BOLLARD LIGHTL-2POLE LIGHTINGL-3POSTS AND CATENARY LIGHTSL-4STRIP LIGHTL-5STEP LIGHTL-6WALL SCONCEL-7FOUNTAIN ACCENT LIGHTSSCALE: 1" = 10'- 0"05'10'20'ScaleProj #. 34 +oZarG StreetSan )ranciscoCA 43P. 4 6 66Sheet TitleSheet Size:ALL DRAWINGS AND WRITTEN MATERIALAPPEARING HEREIN CONSTITUTE ORIGINAL,AND UNPUBLISHED WORK OF THEARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THEWRITTEN CONSENT OF THE ARCHITECT.36 x 48DRAWN BYClientStampConsultantDateIssueReY1.11.22.12.210/12/2021 11:11:17 AM
1939ADRIAN COURT
ADRIAN COURT
BUR/IN*A0( CA
TTCD #3 - 1stPERMITSUBMITTAL07.16.20CD #4.1-RESUBMITTAL1(PLAN CHECKRESPONSE 1)11.19.20CD #4.2-RESUBMITTAL1(INTERNALCOORDINATIONITEMS)11.19.20CD #5.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 2)02.11.21CD #5.2-RESUBMITTAL 2(INTERNALCOORDINATIONITEMS)02.11.21CD #6.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 3)04.22.214CD #7 - GMP05.27.215ADDENDUM #106.22.21CD #8 POSTPERMITSUBMITTAL11.18.216MATERIALS PLAN- GROUND LEVELAL1.1A66
6ADRIAN RD.ADRIAN COURTMATCHLINE - SEE SHEET L1.1BMATCHLINE - SEE SHEET L1.1A
SJTD FORTRANSFORMERS, TYP.L-1W-3R-1L-215' SETBACK
15' SETBACKA-3AA-3AF-1ASJTD FORTRANSFORMERS, TYP.PV- 5PV- 5A-1A-3ASAD AND SPD FOR DOWNSPOUTAND ROUTING LOCATIONS, TYP.SAD AND SPD FOR DOWNSPOUTAND ROUTING LOCATIONS, TYP.PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPASWPASWPASWPASWPASWPASWPASWPASWPASWPASWPASWPA4L5.5CONCRETE STORMWATERPLANTER WALLS- SUNKEN2L5.3FOUNTAIN STEELEDGE & RIVER ROCKPV- 5PV- 5PV- 5PV- 5PV- 511L5.7ROOT BARRIER ATSTREET TREE, TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.4L5.5CONCRETE STORMWATERPLANTER WALLS- SUNKEN4L5.5CONCRETE STORMWATERPLANTER WALLS- SUNKENPA4L5.5CONCRETE STORMWATERPLANTER WALLS- SUNKENPV- 5PV- 5TYP.TYP.TYP.2L5.66' GATE & FENCE2L5.2CONCRETE PLANTER WALLS-RAISED SWPA PLANTER2L5.2CONCRETE PLANTER WALLS-RAISED SWPA PLANTER2L5.2CONCRETE PLANTER WALLS-RAISED SWPA PLANTER2L5.2CONCRETE PLANTER WALLS-RAISED SWPA PLANTER1L5.5SPLASH COBBLE ATPLANTERS, SIM.1L5.5SPLASH COBBLE ATPLANTERS, SIM.1L5.5SPLASH COBBLE ATPLANTERS, SIM.W-1W-1W-1PV- 5TYP.HDRLIMIT OF WORKHANDRAILS ATSLOPE, SCDL-1L-2SCD FOR OFFSITEPAVING, TYP.PV-1PV-1SCD FOROFFSITEPAVING, TYP.6L5.5HANDRAILL-7 SPOT LIGHTS AIMED ATFOUNTAIN AND TILE STAIRWALL, ADJUST IN FIELDPAPV-3AA-3BA-18PV-15W-1PV-3APV- 5W-1W-1W-1W-1PV-1F-1F-11L5.116' GATE & FENCE BIDALTERNATIVE 13L5.5MATERIALS LEGENDPAVING + EDGINGCALLOUTSYMBOLDESCRIPTIONPV-1ON SITE CONCRETE PAVING ON GRADEPV-2ASTAMPED CONCRETE DECK PATTERNVEHICULARPV-2BSTAMPED CONCRETE DECK PATTERNPEDESTRIANPV-3APEDESTRIAN PAVERS ON GRADEPV-3BPAVERS SET ON CONCRETE ON GRADE -VEHICULARPV-4GRASSPAVE IIPV-5COBBLE AT TREE WELLPV-6STABILIZED DECOMPOSED GRANITEPV-7BOCCE COURT TURFPV-8PAVERS ON PEDESTALPV-9APAVER ON PODIUMPV-9BPAVER ON PODIUMPV-10CONCRETE PAVING ON PODIUMPV-11PORCELAIN WOOD TILE DECKING ON PODIUMPV-12ARTIFICIAL TURF AT GRADE (DOG PARK)PV-13ARTIFICIAL TURF AT PODIUMPV-14POOL & SPA COPING (REFERENCE ONLY)PV-15RIVER ROCK AT FOUNTAINPV-16GRAVEL BAND ON PODIUMPV-17PRIVATE PATIO PAVING ON PODIUMPV-18TURF BLOCKWALLS+FENCES+RAILINGSCALLOUTSYMBOLDESCRIPTIONF-1SOLID METAL FENCE & ENTRY GATEF-1ABID ALT 1: WOOD FENCE & GATEF-2DOG PARK FENCE & GATEF-3METAL POOL FENCE & GATEF-4METAL SECURITY GATE & FENCE AT PARKW-1TREATMENT CONCRETE PLANTER WALLSW-2METAL PLANTER WALLSW-3CONCRETE PLANTER WALLG-1GUARDRAIL AT PLANTERH-1HANDRAIL AT STEPSF-27STANDING TABLEF-28TABLE AND CHAIRS AT PODIUMF-29LONG DINING TABLEF-30CABANAA-7DOG FOUNTAINA-8TRASH & RECYCLING BINSA-10FIRE PITA-11KITSAP BENCH ATTACHED TO W-1A-12BBQ WITH COUNTER TOPA-13METAL SUNSHADE - FOR REFERENCE ONLYA-14BAR TABLEA-16LARGE TRELLIS PAVILIONA-17STEEL HEADERA-18STEEL FOUNTAIN EDGE & RIVER ROCK PV-16A-19ARECTANGULAR POT ON THE PODIUMA-19BSQUARE POT ON THE PODIUMHDRSITE ACCESSORIESCALLOUTSYMBOLDESCRIPTIONA-1PUBLIC BIKE RACKA-2ENTRY PORTAL STRUCTUREA-3ABENCHA-3BTIMBER BENCH (AT PLAZA)A-4PICNIC TABLEA-5TABLES AND CHAIRS AT PARKA-6ADIRONDACK LOUNGE CHAIRSDRAINAGE - FOR REFERENCE ONLYCALLOUTSYMBOLDESCRIPTIOND-1SURFACE DRAIN AT PODIUM W/6" GRATECOVERD-2SUBSURFACE DRAIN AT PODIUMD-3STORMWATER PLANTER AND OVERFLOWDRAIND-4PLANTER TWO STAGE DRAINMOVEABLE FURNITURE FOR REFERENCE ONLY: SEE INTERIORS DRAWINGSCALLOUTSYMBOLDESCRIPTIONF-20LOUNGE FURNITUREF-21PINGPONG TABLEF-22BAR TABLE & STOOLSF-23CHAISE LOUNGE CHAIRSF-24SIDE & COFFEE TABLEF-25UMBRELLASF-26HEAT LAMPLIGHTING - FOR REFERENCE ONLY - SEE ELECTRICAL DRAWINGSCALLOUTSYMBOLDESCRIPTIONL-1BOLLARD LIGHTL-2POLE LIGHTINGL-3POSTS AND CATENARY LIGHTSL-4STRIP LIGHTL-5STEP LIGHTL-6WALL SCONCEL-7FOUNTAIN ACCENT LIGHTSSCALE: 1" = 10'- 0"05'10'20'ScaleProj #. 34 +oZarG StreetSan )ranciscoCA 43P. 4 6 66Sheet TitleSheet Size:ALL DRAWINGS AND WRITTEN MATERIALAPPEARING HEREIN CONSTITUTE ORIGINAL,AND UNPUBLISHED WORK OF THEARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THEWRITTEN CONSENT OF THE ARCHITECT.36 x 48DRAWN BYClientStampConsultantDateIssueReY1.11.22.12.210/12/2021 11:11:17 AM
1939ADRIAN COURT
ADRIAN COURT
BUR/IN*A0( CA
TTCD #3 - 1stPERMITSUBMITTAL07.16.20CD #4.1-RESUBMITTAL1(PLAN CHECKRESPONSE 1)11.19.20CD #4.2-RESUBMITTAL1(INTERNALCOORDINATIONITEMS)11.19.20CD #5.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 2)02.11.21CD #5.2-RESUBMITTAL 2(INTERNALCOORDINATIONITEMS)02.11.21CD #6.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 3)04.22.214CD #7 - GMP05.27.215ADDENDUM #106.22.21CD #8 POSTPERMITSUBMITTAL11.18.216MATERIALS PLAN- GROUND LEVELBL1.1B666
BASELINE @
BLDG COL F9
POINT OF BEGINNING (P.O.B)FOR PAVER LAYOUT, TYPPV-3AA-18PV-15L-2A-3BL-2L-2A-3BA-3BA-3BSCD FORSIDEWALK, TYP.ADRIAN COURTL-724'-5"
4'-0"
4'-3"
2'-0"1'-9"7'-3"20'-10"7'-7"6'-0"9'-10"3'-0"7'-11"2'-0"11'-10"1'-10"4'-2"2'-0"2'-0"2'-0"3'-10"5'-3"3'-9"20'-1"3'-10"6'-0"2'-3"2'-0"3'-6"34'-6"6'-5"9'-1"20'-9"7'-8"1'-8"9'-11"3'-0"21'-1"3'-5"1'-7"9'-10"13'-6"11'-10"10'-3"5'-1"
2'-1"
4'-3"
2'-6"8'-0"10'-0"5'-4"45'-0"3'-0"2'-3"6'-0"3'-9"22'-6"4'-6"3'-3"
4'-0"2'-6"
1'-9"
1'-9"5'-6"
4'-3"16'-1"3'-9"L-2L-2L-27'-0"2'-11"6'-6"BASELINE @
BLDG COL F6
BASELINE @
BLDG COL F
9
BASELINE @
BLDG COL F6
BASELINE @BLDG COL D1BASELINE @BLDG COL D1BASELINE @BLDG COL D2BASELINE @BLDG COL D2BASELINE @BLDG COL B11BASELINE @BLDG COL B10BASELINE @BLDG COL B116'-1"3'-0"7'-7"
8'-0"
1'-1"
3'-4"SCALE: 1/4" = 1'- 0"02'4'8'ScaleProj #. 34 +oZarG StreetSan )ranciscoCA 43P. 4 6 66Sheet TitleSheet Size:ALL DRAWINGS AND WRITTEN MATERIALAPPEARING HEREIN CONSTITUTE ORIGINAL,AND UNPUBLISHED WORK OF THEARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THEWRITTEN CONSENT OF THE ARCHITECT.36 x 48DRAWN BYClientStampConsultantDateIssueReY1.11.22.12.210/12/2021 11:11:17 AM
1939ADRIAN COURT
ADRIAN COURT
BUR/IN*A0( CA
TTCD #3 - 1stPERMITSUBMITTAL07.16.20CD #4.1-RESUBMITTAL1(PLAN CHECKRESPONSE 1)11.19.20CD #4.2-RESUBMITTAL1(INTERNALCOORDINATIONITEMS)11.19.20CD #5.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 2)02.11.21CD #5.2-RESUBMITTAL 2(INTERNALCOORDINATIONITEMS)02.11.21CD #6.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 3)04.22.214CD #7 - GMP05.27.215ADDENDUM #106.22.21CD #8 POSTPERMITSUBMITTAL11.18.2161PLAZA ENLARGEMENT1/4" = 1'-0"ENLARGEMENTPLANS -GROUND LEVELL2.46
3'-6" CLR OPNG12'-0"FINISHED WALL TO FINISHED WALL2" CLR.TYP.NOTE:1.COORDINATE SECURITY HARDWARE WITH OWNER.2.SUPPLY SHOP DRAWINGS.3.ALL VEHICLE GATE HARDWARE TO BE HEAVY-DUTY, BLACK, AND BY GRAINGER OR EQUAL.4.PROVIDE KNOX BOX PER FIRE DEPT. STANDARDSDECORATIVE METALFENCE PANEL, SEEOPTIONS2"BUILDING WALLMETAL FENCE2/4L5.6GATE HARDWAREPER OWNERMONOLITHD/E4x4 STL POSTFINISHED GRADE,SCD8'-0"PEDESTRIAN GATEWITH 2x2 FRAMEVEHICLE GATESWITH 2x2 FRAME2" CLR MAX
3'-0"CLMETAL FENCE POST &FOOTING, SIM. TYP.4BL5.6GL5.11GATE HARDWAREPER OWNERPAPORCELAIN TILEVENEER, SEE ARCHDWGS8" CMU18" THINSET MORTAR BED87
8"
7'-2"6"E
PORCELAIN TILEVENEER, SEE ARCH8" CMU18" THINSET MORTAR BED8'-0" MAX.FOOTING, SEESTRUCT DWGSCONCRETE PAVING ONGRADE PV-2 (VEH)GRAVELFINISHED GRADE,SCD11L5.26L5.112"
MAX.TYP. VERT. REINF.#5 AT 16" O.C.8 78"TYP. HORIZ. REINF.#5 AT 24" O.C.1'-6"3'-0"TIE #4 AT 12" O.C.STD. HOOK DOWELTYP.LONGITUDINAL REINF.#5 AT 12" TOP AND BOTTOM,NO LESS THAN 3 BARS3"COVERTYP.NOTE: FOR INFO. NOT SHOWN, SEE S6.15'-81
4"VEHICLE GATESUPPORT, BY OTHER3'-6" CLR OPNG12'-0"FINISHED WALL TO FINISHED WALL2" CLR.TYP.2"8'-0"12"X1/4" PANIC PLATEHEAVY DUTY SELFCLOSING HINGELOCINOX MAMMOTH 180OR APPROVED EQUALPEDESTRIAN GATEWITH 2"X2" STEELFRAMEDECORATIVE METALFENCE PANEL, SEEOPTIONS4"X4" STEEL POSTFIRE EXIT PANIC BAR,PROVIDE FD KNOX BOXKICK PLATEMETAL FENCE2/4L5.63'-0"2" CLR MAX
DIAGONAL SUPPORT -CABLE OR METAL BRACEGATE LOCK PER OWNERFOOTING, SSDMONOLITHD/EMETAL POST &FOOTING, SIM. TYP.4BL5.6PA13'-578"11'-0"5
'
-
0
"5'-0
"
8'-0"
VEH C
L
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A
R
A
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C
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12'-
0"PEDESTRIAN GATEEDGE OF PAVEMENTDOUBLE SWINGVEHICLE GATEGATE MONOLITHPARK SECURITY FENCEPA3'-978"2'-678"6'-118"2'-83
4 "
2" CLR D PARK SECURITY FENCEGATE MONOLITHCLCLCLBUILDINGPAPACLCLCL 2/4L5.6METAL FENCECLD 7'-0" P.U.E.3L5.12FL5.11PERSPECTIVESISOMETRICVIEWPAREGENT'S PARKMARIPOSAGOTHAMSPINNAKERbird bli
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ScaleProj #. 34 +oZarG StreetSan )ranciscoCA 43P. 4 6 66Sheet TitleSheet Size:ALL DRAWINGS AND WRITTEN MATERIALAPPEARING HEREIN CONSTITUTE ORIGINAL,AND UNPUBLISHED WORK OF THEARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THEWRITTEN CONSENT OF THE ARCHITECT.36 x 48DRAWN BYClientStampConsultantDateIssueReY1.11.22.12.210/12/2021 11:11:17 AM
1939ADRIAN COURT
ADRIAN COURT
BUR/IN*A0( CA
TTCD #3 - 1stPERMITSUBMITTAL07.16.20CD #4.1-RESUBMITTAL1(PLAN CHECKRESPONSE 1)11.19.20CD #4.2-RESUBMITTAL1(INTERNALCOORDINATIONITEMS)11.19.20CD #5.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 2)02.11.21CD #5.2-RESUBMITTAL 2(INTERNALCOORDINATIONITEMS)02.11.21CD #6.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 3)04.22.214CD #7 - GMP05.27.215ADDENDUM #106.22.21CD #8 POSTPERMITSUBMITTAL11.18.216DETAILSL5.112METAL SECURITY GATE & FENCE AT PARK (F-4)6AFRONT OF GATE SECTION/ELEVATION1/2"=1'-0"BBACK OF GATE SECTION/ELEVATION1/2" = 1'-0"CPLAN1/4" = 1'-0"DMONOLITH SECTION1/2"=1'-0"EMONOLITH PLAN SECTION1/2"=1'-0"FPERSPECTIVE VIEWSNTSGFENCE PATTERNS UNDER CONSIDERATIONNTSBIRDBLINDPREFERREDPATTERN FOR BOTHSECURITY GATES
2,41'-6"21'-8"3'-5"21'-1"3'-0"9'-11"9"11"5'-4"
4'-4"PLAZA SECURITYFENCE AND PANELSYSTEM, SADCLOSED GATELOCATIONPLAZA SECURITYMONOLITH, SADPANEL STORAGE @MONOLITH, SADPEDESTRIAN GATETO INCLUDE FIREEXIT PANEL &PANIC HARDWARESWPAFOR PLAN INFORMATION SEESHEETS L1.1B, L2.1B & L3.1BPERPECTIVESPAPAPAPAPAPAPAPAScaleProj #. 34 +oZarG StreetSan )ranciscoCA 43P. 4 6 66Sheet TitleSheet Size:ALL DRAWINGS AND WRITTEN MATERIALAPPEARING HEREIN CONSTITUTE ORIGINAL,AND UNPUBLISHED WORK OF THEARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THEWRITTEN CONSENT OF THE ARCHITECT.36 x 48DRAWN BYClientStampConsultantDateIssueReY1.11.22.12.210/12/2021 11:11:17 AM
1939ADRIAN COURT
ADRIAN COURT
BUR/IN*A0( CA
TTCD #3 - 1stPERMITSUBMITTAL07.16.20CD #4.1-RESUBMITTAL1(PLAN CHECKRESPONSE 1)11.19.20CD #4.2-RESUBMITTAL1(INTERNALCOORDINATIONITEMS)11.19.20CD #5.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 2)02.11.21CD #5.2-RESUBMITTAL 2(INTERNALCOORDINATIONITEMS)02.11.21CD #6.1-RESUBMITTAL 2(PLAN CHECKRESPONSE 3)04.22.214CD #7 - GMP05.27.215ADDENDUM #106.22.21CD #8 POSTPERMITSUBMITTAL11.18.216DETAILSL5.121ENTRY PLAZA SECURITY GATE CONCEPT FOR DESIGN BUILD1/4" = 1'-0"2PERSPECTIVE VIEW: PLAZA SECURITY CLOSED4PERSPECTIVE VIEW: PLAZA SECURITY OPEN3ISOMETRIC VIEW: PARK SECURITY GATE6NOTE:1.COORDINATE SECURITY HARDWARE WITH OWNER.2.SUPPLY SHOP DRAWINGS.3.ALL VEHICLE GATE HARDWARE TO BE HEAVY-DUTY,BLACK, AND BY GRAINGER OR EQUAL.4.PROVIDE KNOX BOX PER FIRE DEPT. STANDARDS5.SEE DETAIL 2A, D & G FOR SIMILAR MATERIALS,COLORS & PATTERN INFORMATION.6.DESIGN BUILDER TO WORK WITH TEAM TO PROVIDEDETAILS & SHOP DRAWINGS.