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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 11rilt1 ilfl4lfl tifl fitq ilu1 il[ Ii[ ilUril iiilliil j I ilfl 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; 12 13 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 Z6 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; 43 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; 48 49 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 STOP18'20' X 8' -6"18' -0"X9' -0"18' -0"X9' -0"18' -0"X8' -6"18' -0"X8' -6"18' -0"X9' -0"18' -0"X9' -0"18' -0"X9' -0"18' -0"X9' -0"18' -0"X9' -0"18' -0"X8' -6"18' -0"X9' -0"18' -0"X9' -0"18' -0"X8' -6"18' -0" X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 9' -0"18' -0"X8' -6"18' -0"X9' -0"18' -0"X9' -0"18' -0"X8' -6"18' -0"X8' -6"18' -0"X8' -6"18' -0" X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 9' -0"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X9' -0"18' -0"X9' -0"18' -0" X8' -6"18' -0" X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0"X8' -6"17' -0" X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X 8' -6"17' -0"X8' -6"18' -0"X8' -6"18' -0" X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X 8' -6"18' -0"X9' -0"18' -0"X9' -0"18' -0"X12' -0"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"X8' -6"18' -0"X9' -0"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" FD X9' -0"18' -0"X9' -0"18' -0" X9' -0"18' -0"77 6 6 T 5 C 1 FDFD FD FD FD 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 666Sheet 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 666Sheet 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 666Sheet 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 E A R A N C E7'-2 " 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 n d p a tt e rn bird bli n d p a tt e rn ScaleProj #.34 +oZarG StreetSan )ranciscoCA 43P. 4 666Sheet 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 666Sheet 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.