Agenda packet — Daly City City Council, September 25, 2023 (part 2 of 3)

City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 15 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023 Because the applicant has secured concessions to increase the floor-to-floor height, reduce the parking requirement, and reduce the open space requirement, any reduction to the number of affordable units in a quantity that renders the project inconsistent with the provisions of Chapter 17.47 that are in place on the date of building permit issuance or Government Code Section 65915 shall not be permitted.

Homeowners Association and CC&R Requirements

21. The applicant shall establish a Homeowners’ Association (HOA) for the purpose of the condominium building and retaining wall maintenance, permanently installed stormwater treatment systems, park lift system, and any infrastructure related to the respective systems.

The HOA membership shall consist of all condominium and retail/office space owners. The HOA shall be professionally managed and the HOA bylaws and initial annual operating budget shall be reviewed and approved by the Planning Division/City Attorney’s Office prior to submittal to the California Department of Real Estate.

22. Prior to the recordation of a Final Map, the developer shall submit a maintenance plan, which clearly specifies methods and standards for performance of common responsibilities and maintenance for all common areas (including park lift) and equipment and fees to be assessed for such purposes. The maintenance plan shall include a budget acceptable to the City for major repairs and extraordinary expenses, and shall be incorporated into HOA bylaws.

23. The applicant shall submit to the City Attorney, for review and approval, a copy of the covenants, conditions, and restrictions (CC&Rs) that will apply to the development prior to recordation of the Final Map. The CC&Rs shall clearly indicate that parking spaces within the parking garage shall not be used for storage of any kind and must remain a parking area in perpetuity.

24. The HOA shall enter into a Maintenance Agreement with the City of Daly City to ensure long-term maintenance and servicing by the Property Owner of stormwater site design and treatment control measures according to the approved Maintenance Plan.

Stormwater Treatment

25. The applicant shall develop and submit a stormwater management plan that illustrates full compliance with Section C.3 of Order R-2-2009-0074 NPDES Permit No. CAS612008. The project must comply with Order No. 2010-0014-DWQ, NPDES No. CAS000002, the statewide National Pollutant Discharge Elimination System (NPDES) General Construction Activity Storm Water Permit.

26. The applicant shall receive approval of the stormwater management plan from a third-party reviewer appointed by the City prior to building permit submittal. The applicant shall pay the entire cost of the third-party reviewer, beginning with a $10,000 deposit from which the

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 16 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023 Planning Division may draw to pay for the costs from the third-party review and associated inspections.

27. All stormwater treatment facilities shall be inspected during construction to ensure eventual compliance with the stormwater management plan. The applicant shall pay the entire cost of these inspections.

28. The applicant shall enter into a Operation and Maintenance Agreement with the City to ensure long-term maintenance and servicing by the Property Owner of stormwater site design and treatment control measures according the approved Operation and Maintenance Plan.

29. The applicant shall arrange and pay for final inspection of installed treatment measure by the City’s Special Inspector within 45 days of installation or project construction completion, whichever comes first.

B. BUILDING DIVISION

30. The applicant shall provide code analysis page in construction drawings for general heights and areas based on use.

31. The applicant shall be aware that CBC Section 503.1.4 allows assembly spaces on the roof if it is permitted on the floor below (Table 504.4). Assembly Occupancy is not permitted.

32. The proposed building shall be all electric. Any requested exceptions shall be sited on project drawings.

33. Fifteen percent of the roof area shall have solar PV.

34. The applicant install one Level 2 EV Ready Space in the first 20 dwelling unit parking spaces. For each additional dwelling unit over 20, 25% of the dwelling units with parking space(s) shall be provided with at least one Level 2 EV Ready Space. Calculations for the required minimum number of Level 2 EV Ready spaces shall be rounded up to the nearest whole number. In addition, each remaining dwelling unit with parking space(s) shall be provided with at least a Level 1 EV Ready Space.

35. Project drawings shall include any infrastructure required to support EVCs I.E. Switchgear and etc.

36. All commercial space parking 6% requires Level 2 EVCS

37. Construction hours will be limited to 8:00 a.m. to 5:00 p.m. Mondays through Fridays and construction on weekends and holidays shall be prohibited.

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 17 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023 C. ENGINEERING DIVISION

GENERAL

38. All improvements, including the on- and off-site improvements and all public service and utility facilities, shall be completed by the applicant, or shall be incorporated into a development agreement before issuance of a building permit.

39. All improvements shall be consistent with the plans approved by the City Engineer and the Conditions of Approval. All improvements shall meet the latest California Building Code, California Fire Code, Daly City Municipal Code, and the City Standards and Specifications.

40. The project’s electrical transformer shall not be installed within the public right-of-way.

41. Provide Pacific Gas and Electric Company (PG&E) will serve letters for gas and electric services.

42. Concurrent with each grading and drainage permit submittal or as a part of the Improvement plan package, the Applicant shall prepare a dust control plan. The plan shall conform to the City Standards and comply with the requirements of the Bay Area Air Quality Management District (BAAQMD) Best Management Practices for dust control. The Applicant shall post a publicly visible sign with the telephone number and person to contact regarding dust complaints. The person shall respond and take corrective action within 48 hours.

43. The applicant and/or Contractor shall have a project sign with a 24-hour project contact information for public concerns such as off-site tracking, dust control, noise complaints, ground shaking and any related construction activities. The complaints and responses shall be logged, and copies provided to the City Engineer with action status on a weekly basis.

44. Provide erosion control and stormwater pollution prevention plan incorporating best management practices, including operation and maintenance provisions per the requirements applicable at the time of construction permit application. During the wet/rainy season (October 1 to April 30) the developer shall submit a revised erosion control plan as necessary (every five working days) or as required by the City Engineer and/or his representative.

45. All improvements shall be installed, inspected, and approved by the City Engineer prior to issuance of occupancy permits. In addition, as-built record plans of all improvements shall be submitted in a form acceptable to the City Engineer prior to issuance of occupancy permits.

46. All utility services shall be provided through underground connections. There shall be no overhead drops.

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 18 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023

47. All plans shall be accompanied by all required calculations and studies, including geotechnical and impact studies, to justify design signed and sealed by a licensed professional engineer.

48. Grading and improvement plan review and approval by the City Engineer are required before any City permit is issued. The improvement plans shall include details for on-site and off-site improvements for vehicular and pedestrian access, parking, traffic signs and markings, utility service connections, modifications and extensions of the City’s sewer, storm drain, safety lighting, landscaping, and other public service facilities.

49. Securities for all improvements (on-site and off-site), and applicable fees and charges, shall be submitted with any building permits. The application shall obtain all required permits before commencing work.

50. Comply with the applicable requirements of the City’s General Condition of Approval:

Variances, Design Reviews, Planned Developments and Subdivisions, dated December 8, 1999.

51. Prior to final map approval, the applicant shall enter into a Landscape Maintenance Agreement in a form acceptable to the City Attorney to ensure the Property Owner will provide long-term maintenance of all street trees, pedestrian scale street lights, bicycle racks, landscaping, and irrigation installed in the public right-of-way. Design of planting and irrigation system shall minimize the extent of irrigation lines, controllers, and valves in the public right-of way and shall be reviewed and approved by the City Engineer.

52. The applicant shall provide an existing condition plan sheet and additional documents showing existing lot improvements information related to existing and proposed developments impacting public right-of-way in conformance with City Standards.

53. No permanent building encroachment including but not limited to: awnings, canopies, marquees, signs, windows, balconies, architectural features and mechanical equipment shall be allowed in the Right-of-Way without the written authorization of the City Engineer.

Provide the profile for each building encroachment that encroaches into the public right-of- way. The profile should identify the encroachment and show the elevation to the sidewalk.

A long-term encroachment permit is needed for any deck/window/architectural feature extending into the public right-of-way. Approval of any building encroachment into the public right-of-way will be at the sole discretion of the City Engineer.

54. All parking built for the project shall meet the latest City Standards.

55. No tie-backs or shoring will be allowed in the public right-of-way.

56. The applicant shall obtain authorization from the neighboring property owners for any tie- backs that extend outside of the property.

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 19 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023

57. The City and County of San Francisco shall approve the Final Map.

58. The applicant shall submit to the City Attorney, for review and approval, a copy of the Covenants, Conditions and Restrictions (CC&Rs) that will apply to the development prior to recordation of the Final Map.

SITE

59. The applicant shall repair and/or replace additional areas of street pavement, streetlights, manholes, catch basins, or any other public infrastructure within the right-of-way damaged by construction activities associated with the project (utility installation, etc.) as required by the City.

60. The applicant shall replace the sidewalk, curb and gutter over the entire frontage of the development to the nearest expansion joints or score lines.

61. The applicant shall construct bulb-outs at the northeast corner of Geneva Avenue/Pasadena Street and northwest corner of Geneva Avenue/Castillo Street. Curb ramps shall meet current ADA standards.

62. Any modifications to the development plan that affects Republic Services’ ability to access the property shall be reviewed and approved by Republic Services.

63. Bike storage shall be accessible from the street and ground level.

64. The applicant shall install pedestrian-scale street lights in the sidewalk along the project frontage. The pedestrian-scale street lights shall be maintained by the building owner in perpetuity, with power maintained by the property owner.

65. Install tree grates with knockouts for all new street trees.

66. For any ground cover or landscaping installed in the sidewalk, provide a raised curb to make it a raised planter box. Provide at least 18” clearance between any raised curb for a planter box on the sidewalk and the existing face of curb.

67. The applicant shall install a minimum of 11 pedestrian-scale street lights, 16 street trees and six (6) bike racks along the frontage of the development. Final locations of pedestrian-scale street lights, street trees and bike racks shall be approved by the City Engineer.

GRADING

68. Grading exceeding 50 cubic yards shall require approval of grading plans and a grading permit. A licensed Civil Engineer shall prepare the grading plans and erosion control plan in conformance with a soil report prepared by a licensed soil engineer or qualified Civil

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 20 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023 Engineer in compliance with the NPDES requirements prior to any development on the property.

69. Grading plans shall be reviewed by an independent qualified Consulting Engineer or Geologist as well as the City Engineer; a letter of compliance from the independent qualified Consulting Engineer of Geologist shall be provided to the City’s Engineering Division prior to issuance of any permit. The Engineer and/or Geologist, or record, shall be present on-site during the excavation and grading phases of the project and shall submit a written certification that the project civil plans has been implemented as approved prior to issuance of occupancy permits.

70. The applicant shall provide fail-safe conditions for catastrophic events such as 100-year storms, seismic events, system overflows or failures. Drainage swales shall be provided at the top, intermediate and bottom slopes and embankments to prevent erosion and degradation of slopes. The project geotechnical report shall include appropriate recommendations regarding the protection of existing and proposed slopes.

STORMWATER/UTILITY

71. Drainage from the site to a public storm drain system or street shall not flow over any sidewalk. On-site stormwater/drainage retention shall be provided to reduce the stormwater runoff rate and volume entering the storm drain system by 25 percent relative to the pre- development conditions. The retention facility shall accommodate the excess runoff from a storm of 2h-year frequency and 24-hour duration.

72. All stormwater retention, stormwater treatment, or other stormwater BMP improvements shall be located outside of the public right-of-way and maintained by the property owner.

All privately owned and maintained improvements shall be located outside of the public right-of-way. There shall be no private improvements within the public right-of-way.

73. The applicant shall be financially responsible for all project-related storm drainage improvements on- and off-site, as required and approved by San Francisco Public Utilities Commission.

74. All storm water connections and extensions shall be connected to the existing underground public system and approved by the applicable agency. Coordinate with Bayshore Sanitary District and/or San Francisco depending on which system it will be connected to.

75. All project drainage shall be directed to underground connections subject to the approval of SFPUC for connections to SFPUC-owned storm drain systems. No curb drains will be allowed unless approved by the City Engineer.

76. Approval from DWWR will be required for water service to the property.

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 21 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023

ENGINEERING

77. The property owner shall be required to conduct biennial self-certification for the first six years of project occupancy per the C/CAG TDM Program.

78. Submit a revised traffic study addressing the City’s comments. The traffic study shall analyze potential impacts of the proposed development on the existing transportation system and providing recommendations for mitigating traffic impacts.

79. Evaluate the safety impacts of vehicles making eastbound left-turn movements across four lanes of traffic at the intersection of Geneva Avenue/Castillo Street and recommend potential improvements along Geneva Avenue. The applicant shall be responsible for implementing improvements identified in the analysis as approved by the City.

D. DEPARTMENT OF WATER AND WASTEWATER RESOURCES

80. All water services shall connect to the existing 12-inch ductile iron water main in Geneva Avenue The cost for the water services shall be borne by the applicant. a. One domestic water service will be permitted.
i. The domestic master meter shall be located within the public right of way. A traffic rated box is required.
ii. Submetering for all units shall be within private property. iii. A reduced pressure principle back flow device (RP) is required and shall be placed within private property and outside of the building footprint. b. One fire suppression service will be permitted.
i. A reduced pressure principle back flow detector assembly (RPDA)is required and shall be placed on private property and outside of the building footprint. ii. The fire suppression detector meter shall be located on the back flow device. c. One irrigation service will be permitted.
i. The irrigation meter shall be located within the public right of way. A traffic rated box is required.
ii. A reduced pressure principle back flow device (RP) is required and shall be placed within private property and outside of the building footprint.

81. Any existing water services shall be abandoned at the main. All costs associated with abandonment shall be borne by the applicant.

82. Any commercial space with potential food service use shall require a grease interceptor. a. Any grease interceptor shall be placed outside of the food service unit, but within the private property.
b. The grease interceptor shall be properly sized.
c. The grease interceptor may be shared by multiple food service units.

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 22 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023 d. A grease waste line shall be run through any commercial unit that may have food service use and run to the grease interceptor.
e. Any commercial space without a grease waste line shall not be used for food service.

E. BAYSHORE SANITARY DISTRICT

83. The C&CRs for this project needs to reflect that BSD will bill for sewer service directly to the property owner through the county property tax system, Therefore, the C&CRs need to be revised to reflect this.

84. The storm drain and sanitary sewer lines cannot discharge into the same 4-foot diameter manhole. Either use two separate manholes or a single larger structure.

F. FIRE DEPARTMENT

85. Construction shall comply with most recent adopted version of the California Fire & Building Codes.

86. A fire sprinkler system is required. Submit plans to NCFA under separate fire permit.

87. The applicant shall provide fire flow information per CFC, Appendix B.

88. Car stackers shall comply with Daly City Municipal Code (Extra Hazard, Group 2).

89. Fire extinguishing/hood system may be required. Submit plans to NCFA under separate fire permit.

90. Monitored fire alarm system is required. Submit plans to NCFA under separate fire permit.

91. Key Box is required. Apply for approved hardware at NCFA Administration.

92. Elevators shall be sized to accommodate EMS gurney.

93. Portable fire extinguishers(s) are required. Mount fire extinguishers 3-5 feet above floor.

94. Illuminated address identification is required.

95. Utility identification is required.

96. Illuminated exit signs and emergency egress illumination is required.

97. Hazardous material use, storage, or operations permit may be required.

98. Ensure Emergency Responder Radio Coverage is provided as required by Fire Code Section 510.

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City Council Staff Report
Mixed- Use Condominium Building at 2321 Geneva Avenue – Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Page 23 Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050 September 25, 2023 Recommendations
Based on the findings enumerated above, staff recommends that the City Council:

1. Adopt the Findings as outlined herein;

2. Affirm the Environmental Assessment; and

3. Approve Major Subdivision SUB-05-21-015047, Use Permit UPR-05-21-015048, Design Review DR-05-21-015049, and Lot Merger LOT-05-21-015050, subject to the Conditions of Approved outlined herein.

Staff is available to provide any additional information desired by the Council members.

Respectfully submitted,
Michael Van Lonkhuysen Tatum Mothershead
Planning Manager Director of Economic and
Community Development
Attachments
Attachment A – Site Location
Attachment B – Project Plans
Attachment C – Letter from Reuben, Junius, and Rose
Attachment D - Letter from Rothanak Prak-Austin

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SITE LOCATION

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SCOPE OF WORK

PROPOSED NEW CONSTRUCTION OF

SEVEN-STORY MIX-USE BUILDING WITH A

GARAGE AT GROUND FLOOR UNDER STATE
DENSITY BONUS PROGRAM.

DRAWING INDEX:

COVER SHEET

BUILDING CODE DATA

GENERAL NOTES

SITE PICTURES

ISOMETRIC VIEWS

FIRE FLOW INFO

SURVEY/EXISTING SITE PLAN

PROPOSED SITE PLAN

PROPOSED STREETSCAPE PLAN
FLOOR PLAN: LEVEL 1
FLOOR PLAN: LEVEL 2
FLOOR PLAN: LEVEL 3, 5
FLOOR PLAN: LEVEL 4, 6
FLOOR PLAN: LEVEL 7
FLOOR PLAN: ROOF
FLOOR PLAN: ROOF DRAINAGE

BUILDING ELEVATION (SOUTH)

BUILDING ELEVATION (NORTH)

BUILDING ELEVATIONS (EAST, WEST)

BUILDING SECTION A

BUILDING SECTION B

BUILDING SECTION C
EXITING DIAGRAM: LEVEL 1
EXITING DIAGRAM: LEVEL 2
EXITING DIAGRAM: LEVEL 3, 5
EXITING DIAGRAM: LEVEL 4, 6
EXITING DIAGRAM: LEVEL 7
EXITING DIAGRAM: LEVEL ROOF

BIKE RACK DETAILS

CAR STACKER DETAILS

TYPICAL DETAILS

TYPICAL DETAILS
TYPICAL WATERPROOFING DET.

TYPICAL ELEVATOR DETAILS

ELEVATOR UPS BATTERY BACKUP

ELEVATOR UPS BATTERY BACKUP
STAIRS #1 DETAILS
STAIRS #2 DETAILS
A-0.1
A-0.2
A-0.3
A-0.4
A-0.5
A-0.6
A-1.1
A-1.2
A-1.3
A-2.1
A-2.2
A-2.3
A-2.4
A-2.5
A-2.6
A-2.7
A-3.1
A-3.2
A-3.3
A-4.1
A-4.2
A-4.3
A-5.1
A-5.2
A-5.3
A-5.4
A-5.5
A-5.6
A-6.1
A-6.2
A-6.3
A-6.4
A-6.5
A-6.6
A-6.7
A-6.8
A-6.9
A-6.10
A-6.11
A-6.12
A-6.13

ASSESSOR MAP
2321-2359 GENEVA AVE

DALY CITY

RENDERING
2019 CALIFORNIA BUILDING CODE, ELECTRICAL CODE, MECHANICAL CODE, PLUMBING

CODE, FIRE CODE, ENERGY CODE, & GREEN BUILDING

APPLICABLE CODES
NOTES:
- BLDG. TO BE FULLY SPRINKLERED THROUGHOUT PER NFPA 13
- MANUAL FIRE ALARM SYSTEM IS REQUIRED PER 2019 CBC AND NFPA 72. - FIRE ALARM TO BE CONNECTED TO A CENTRAL STATION AND UL CERTIFIED - FIRE ALARM TO HAVE A LOW FREQUENCY ALARM IN SLEEPING AREAS PER NFPA 72 - FIRE EXTINGUISHERS ARE REQUIRED PER 2019 CBC
- SPRINKLER MONITORING IS REQUIRED PER 2019 CBC
- CLASS 1 STANDPIPE SYSTEM IS REQUIRED PER 2019 CBC AND NFPA 14. OUTLETS ARE TO BE IN

THE VESTIBULES OF EACH FLOOR AND ROOF
- STANDPIPE SYSTEM DESIGN TO MEET SFFD ADMINISTRATIVE BULLETIN 4.13 SPRINKLER & STANDPIPE FLOW RATE AND REQUIRED PRESSURES.
- FLOOR CONTROL VALVES AND FLOW SWITCH FOR THE SPRINKLER SYSTEM ARE REQUIRED AT EACH LEVEL PER CBC 903.4.3
- STAIRWELL IDENTIFICATION SIGNS TO BE PROVIDED PER 2019 CBC 1023.9 AND TACTILE SIGNS. - 2019 EDITIONS OF NFPA 13 FOR SPRINKLERS, NFPA 24 FOR SPRINKLER UNDERGROUND, NFPA 14 FOR STANDPIPES, NFPA 72 FIRE ALARM, NFPA 20 FIRE PUMPS, NFPA 110 FOR EMERGENCY STANDBY POWER SYSTEM, ETC.
- PROVIDE SMOKE ALARMS IN UNITS PER 2019 CBC 907.2.11.2 - PROVIDE CARBON MONOXIDE ALARMS PER 2019 CBC 420.6
- EMERGENCY RESPONDER RADIO COVERAGE (SYSTEM) PER CFC 510 & CBC 916 - ON FUTURE CONSTRUCTION PLANS, SHOW COMPLIANCE WITH CFC, SECTION 404 FOR FUTURE

SAFETY AND EVACUATION PLANS
- EXTERIOR EMERGENCY LIGHTING AND FIRE ALARM DEVICES REQUIRED IN EXTERIOR ASSEMBLY AREAS WITH MAXIMUM OCCUPANT LOAD SIGNAGE POSTED.
- ELEVATOR RECALL, DOORS AT ELEVATOR AND FIRE SMOKE DAMPERS ARE REQUIRED TO BE CONNECTED TO FIRE ALARM SYSTEM.
**FIRE ALARM CONTRACTOR SHALL COMPLY NFPA 72, PARTICULARLY LOW-FREQUENCY REQUIREMENTS FOR SLEEPING AREAS. A LIVING ROOM AREA IS CONSIDERED A POTENTIAL SLEEPING AREA.

NOTE: WATERPROOFING OF BUILDING ENVELOPE IS NOT UNDER THE SCOPE OF THIS PERMIT. OWNER IS TO HIRE

A WATERPROOFING EXPERT TO PROVIDE WATERPROOFING DETAILS NOTE: AREA CALCULATION AS SHOWN IS INTENDED FOR PERMIT APPLICATION PURPOSES ONLY & SHALL NOT BE USED FOR SELLING OR LEASING PURPOSES. FINAL SQ. FT. & FINISHED DIMENSIONS MAY VARY FROM THESE PLANS DUE TO CONSTRUCTION VARIABLES.

SUBJECT PARCEL

GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN COMPLETE COMPLIANCE WITH ALL APPLICABLE CODES,

LAWS, ORDINANCES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK. ALL CONTRACTORS SHALL HOLD HARMLESS THE ARCHITECT/ENGINEER AND THE OWNER FROM ALL DAMAGES AND/OR PENALTY ARISING OUT OF VIOLATION THEREOF.

2. ALL ATTACHMENTS, CONNECTIONS OR FASTENING OF ANY NATURE ARE TO BE PROPERLY AND

PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICE OF THE BUILDING INDUSTRY. DRAWINGS SHOWS ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT ILLUSTRATE EVERY DETAIL.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS DIMENSIONS, AND MEASUREMENTS IN THE FIELD BEFORE BEGINNING WORK. ANY AND ALL DISCREPANCIES,

UNUSUAL CIRCUMSTANCES, ERRORS OMISSIONS AND/OR CONFLICTS FUNDS SHALL BE REPORTED

TO THE ARCHITECT/ENGINEER'S AND THE OWNER ATTENTION IMMEDIATELY BEFORE PROCEEDING WITH THE WORK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL, PLUMBING, AND ELECTRICAL. THIS INCLUDES

REVIEWING REQUIREMENTS OF INDIVIDUAL SYSTEMS BEFORE ORDERING AND INSTALLATION OF

ANY WORK, VERIFY ALL ARCHITECTURAL DETAILS AND ALL FINISH CONDITIONS (WHETHER DEPICTED IN DRAWINGS OR NOT) WITH THE SAME DISCIPLINES.

5. UNLESS OTHERWISE NOTED, ALL ANGLES SHALL BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL SHALL BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED SHALL BE CENTERED.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE LEVEL, PLUMB AND SQUARE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND PROTECTION DURING CONSTRUCTION. ALL EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROTECTED. ALL MATERIALS DELIVERED TO THE SITE SHALL BE PROPERLY STORED AND PROTECTED UNTIL INSTALLATION. ALL LUMBER SHALL BE PROTECTED FROM MOISTURE AND STORED ABOVE GROUND.

7. DETAILED AND/OR LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL SCALED DIMENSIONS SHALL BE VERIFIED.

8. ALL WORK SHALL BE DONE UNDER PERMIT. PLANS AND CALCULATIONS, IF REQUIRED, SHALL BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.

9. NOTE THAT MECHANICAL, ELECTRICAL, FIRE PROTECTION, PLUMBING AND COMMUNICATIONS ARE DESIGN BUILD ITEMS. ARCHITECTURAL DRAWINGS SHOW DESIGN INTENT, CONTRACTOR TO

CONFIRM ALL SYSTEM REQUIREMENTS WITH BUILDING OWNER AND ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR/SUBCONTRACTOR SHALL SUBMIT PLANS FOR THEIR RESPECTIVE

WORK TO THE BUILDING DEPARTMENT AS REQUIRED FOR PLAN CHECK AND PERMIT ISSUANCE, INCLUDING PAYING FOR ALL PLAN CHECK AND PERMIT FEES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING AND OBTAINING ALL REQUIRED INSPECTIONS TO CONFORM WITH LOCAL BUILDING AND FIRE CODES.

11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.

12. DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

13. VERIFY CLEARANCES FOR VENTS, CHASES, SOFFITS, FIXTURES BEFORE ANY CONSTRUCTION, ORDERING OF , OR INSTALLATION OF ANY ITEM OF WORK.

14. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE SOLID BLOCKING AND

BACKING AS REQ'D FOR ALL NAILING OF INTERIOR TRIM AND FINISHES, AND SHALL COORDINATE

AND PROVIDE ALL FRAMING, BACKING AND BRACING AS NECESSARY FOR INSTALLATION OF

EQUIPMENT INDICATED ON THE DRAWINGS, PROVIDE BACKING PLATES AT ALL BATH

ACCESSORIES, HANDRAILS, CABINETS, TOWEL BARS, WALL MOUNTED FIXTURES AND ANY OTHER ITEMS ATTACHED TO WALLS.

15. INSTALL ALL FIXTURES, EQUIPMENT, AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS AND CODE REQUIREMENTS. ALL APPLIANCES, FIXTURES, AND EQUIPMENT

ASSOCIATED WITH PLUMBING, ELECTRICAL, MECHANICAL SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED AND APPROVED AGENCY.

16. THERMAL AND SOUND INSULATING INSULATION SHALL COMPLY WITH CBC SEC. 719.

17. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH CBC CHAPTER 8.

18. ALL NEW SMOKE DETECTORS TO E HARD WIRED.

NORTH ARROW
01 A
Elev.
±0'-0"
A
A-5.0
A
B
C
D A.05
1 D-01
W-01
1 A-3.0

SYMBOL LEGEND
INT. ELEVATION #
SHEET #GRID LINE

DATUM POINT

PROPERTY LINE
ELEVATION #
SHEET #
SECTION #
SHEET #

SHEET NOTES
1 REVISION BUBBLE

DOOR NUMBER

WINDOW NUMBER

REVISION CLOUD

ARCHITECTURAL

TOPOGRAPHIC SURVEY PLAN

SIDEWALK IMPROVEMENT PLAN

GRADING PLAN

TENTATIVE MAP

TENTATIVE MAP
STORMWATER MANAGEMENT PLAN: PLAN VIEW
STORMWATER MANAGEMENT PLAN: DETAILS
C-1.1
C-1.2
C-1.3
C-2.1
C-2.2
C-2.3
C-2.4
C-2.5
C-2.6
C-3.1
TM 1
TM 2
SMP-1
SMP-2
CIVIL:

CONSTRUCTION PLAN: STREETSCAPE
CONSTRUCTION PLAN: 2ND FLOOR
CONSTRUCTION PLAN: 3RD & 5TH FLOOR
CONSTRUCTION PLAN: 4TH & 6TH FLOOR
CONSTRUCTION PLAN: 7TH FLOOR
CONSTRUCTION PLAN: ROOF

LANDSCAPE DETAILS

PLANTING LEGEND
PLANTING PLAN: STREETSCAPE
PLANTING PLAN: 2ND FLOOR
PLANTING PLAN: 3RD & 5TH FLOOR
PLANTING PLAN: 4TH & 6TH FLOOR
PLANTING PLAN: 7TH FLOOR
PLANTING PLAN: ROOF
L-1.01
L-1.02
L-1.03
L-1.04
L-1.05
L-1.06
L-1.07
L-4.00
L-4.01
L-4.02
L-4.03
L-4.04
L-4.05
L-4.06

LANDSCAPE
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-0.1 Cover Sheet

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 133 of 224 ends

BUILDING AREA & HEIGHT CALCULATION

BUILDING CODE SUMMARY
# OF STORIES 7-STORY LOW RISE
CONSTRUCTION TYPE TYPE "III-A" OVER TYPE "I-B"
BUILDING HEIGHT: 69'-11" ±

OCCUPANCY CLASSIFICATION MIXED USE
DWELLING UNITS: R-2
COMMERCIAL SPACES: M
PARKING: S-2
ROOF TERRACE: R-2 (FOR RESIDENTS ONLY)

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FOR TYPE "III-A" OVER TYPE "I-B" CONSTRUCTION PER TABLE 602:

X < 5 2-HR FOR GROUP M
5 < X < 10
10< X < 30
1-HR FOR GROUPS M, R & S-2
1-HR FOR GROUPS M, R & S-2
1-HR FOR GROUPS M, R & S-2
DISTANCE(X):

ALL
"I-B"
"III-A"
"I-B"
CONST. TYPE:
1-HR FOR GROUPS M, R & S-2"III-A"
X > 30 0-HR FOR GROUPS M, R & S-2ALL
FIRE RATING:

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS FOR TYPE "III-A" CONSTRUCTION PER TABLE 601:

EXTERIOR BEARING WALLS 2-HR
INTERIOR BEARING WALLS 1-HR

EXTERIOR NONBEARING WALLS SEE TABLE BELOW
INTERIOR NONBEARING WALLS 0-HR
FLOOR CONSTRUCTION 1-HR
ROOF CONSTRUCTION 1-HR

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS FOR TYPE "I-B" CONSTRUCTION PER TABLE 601:

STRUCTURAL FRAME 2-HR
EXTERIOR BEARING WALLS 2-HR
INTERIOR BEARING WALLS 2-HR

EXTERIOR NONBEARING WALLS SEE TABLE BELOW
INTERIOR BEARING WALLS 0-HR
FLOOR CONSTRUCTION 2-HR
ROOF CONSTRUCTION 1-HR

REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
(PER TABLE 508.4)
1 N= NO SEPARATION REQUIREMENT
(walls, floors & roofs
separation bet. units)R-2
R-2S-2
1 S-2 1N
A-3 1N
M
1 1
1 M 1 N 1

FOR FULLY SPRINKLERED BUILDING

ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
(PER TABLE 504.3)

TYPE IIIOCCUPANCY

CLASSIFICATION
S-2 85S
TYPE I
UL
M S UL 85
A
180
180
B A
75 75
B
S
(w/o area increase) 85UL 180 75

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
(PER TABLE 504.4)

TYPE IIIOCCUPANCY

CLASSIFICATION
S-2 S
TYPE I
UL
M S UL 5
A
12 B A
3 B
S
(w/o area increase) UL 512 5
512 4
ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET (PER TABLE 506.2)

TYPE IIIOCCUPANCY

CLASSIFICATION
S-2 SM
TYPE I
UL
M SM UL 55,000
A
UL
B A
37,500
B
SM
(w/o height increase) UL 72,000UL 48,000
117,000237,000 78,000
S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1;
S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1;

PROJECT DATA

BUILDING
LEVEL
1 COMMERCIAL SPACES MIX
UNIT A
# OF UNITBUILDING
LEVEL

RESIDENTIAL UNIT MIX

UNIT TYPE PRIVATE

OPEN SPACE
COMMON

OPEN SPACE
UNIT B
1,563 S.F.2,119 S.F.
1 2
TOTAL
18 185
-
2,726 S.F.
--
30 29
STUDIO
STUDIO
STUDIO
STUDIO
STUDIO
STUDIO
STUDIO
- -ROOF -
-
-
-
4,721 S.F.
-
5,204 S.F.
168 S.F.
168 S.F.
3 1-BEDROOM
4 -
-5 -
4 6 -
2 2,390 S.F.7 483 S.F.
1-BEDROOM
1-BEDROOM
1-BEDROOM
1-BEDROOM
30 4
30 4
30 4
-
-
-
-
-
-
-
-
-
-
-
-
-
18 167
TOTAL
3,682 S.F.

BONUS DENSITY CALCULATIONS:

TOTAL GROSS FLOOR AREA OF BASE PROJECT: 73,137 ± SQ. FT. 150% OF BASE RESIDENTIAL FLOOR AREA ALLOWED: 109,706 ± SQ. FT.

TOTAL RESIDENTIAL FLOOR AREA OF DENSITY PROJECT: 96,048 ± SQ. FT.

TOTAL # OF UNIT OF BASE PROJECT: 139 UNITS
150% OF BASE PROJECT TOTAL # OF UNIT: 209 UNITS
TOTAL # OF UNIT PROVIDED IN DENSITY PROJECT: 185 UNITS

PLANNING DATA
ADDRESS: 2321-2359 GENEVA AVENUE, DALY CITY
LOTS AREA: 20,700 ± S.F.

BLOCK / LOT: 005-061-010, 020, 030, 040, 050, 060, & 070 ALLOWED BUILDING HEIGHT: 36', Plus State Density Bonus
ZONING: C-1 (Light Commercial District)

REAR YARD DEPTH
REQUIRED: NOT REQUIRED

GROSS FLOOR AREA - PER PLANNING CODE
LEVEL 1: 10,982 ± SF (GARAGE)
3,682 ± SF (COMMERCIAL)
1,373 ± SF (COMMUNITY ROOM / RENTAL OFFICE)
1,606 ± SF (STOR/ TRASH / MECH/ ELEC RM, ETC.)
1,728 ± SF (RESIDENTIAL)
LEVEL 2: 10,152 ± SF (RESIDENTIAL)
2,318 ± SF (BIKE RM, PUMP RM, ETC.)
LEVEL 3: 17,145 ± SF (RESIDENTIAL)
LEVEL 4: 17,061 ± SF (RESIDENTIAL)
LEVEL 5: 17,145 ± SF (RESIDENTIAL)
LEVEL 6: 17,061 ± SF (RESIDENTIAL)
LEVEL 7: 14,383 ± SF (RESIDENTIAL)
----------------------------------------------------------------------------------------------------------------------------- RESIDENTIAL BUILDING AREA: 96,048 ± SF
GROSS BUILDING AREA: 114,636 ± SF

BICYCLE PARKING
CLASS I BICYCLE PARKING 185 BICYCLE PARKING
CLASS II BICYCLE PARKING 12 BICYCLE PARKING

USABLE OPEN SPACE
REQUIRED: 150 SF PER UNIT (27,750 SF FOR 185 UNITS) PROVIDED: 2,726± SF PRIVATE OPEN SPACE ( SEE TABLE)
5,204± SF COMMON OPEN SPACE (SEE TABLE)

BUILDING DATA
R-2 SM
(w/ height increase) UL 24,000UL 16,000
R-2 S
(w/ area increase) UL 411 4
R-2 S
(w/ area increase) 65UL 160 55
1-HR FOR GROUPS R & S-2
SM = Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1;

PARKING SUMMARY
CAR PARKING TOTAL 82 SPACES (REQ'D 1 PER DWELLING UNIT) PROV. 46 SPACE OF LEVEL 1 EV READY SPACE
PROV. 36 SPACES OF LEVEL 2 EV READY SPACE
1ST 20 SPACES: PROV. 20
62 SPACES: PROV. 16 (62X0.25)
--------------------------------------------------------- TOTAL PROV.: 36
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-0.2 Buidling Code
Data

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 134 of 224 ends

ARCHITECTURAL ABBREVIATIONS
& AND
∠ ANGLE
@ AT
℄ CENTERLINE
[ CHANNEL
Ø DIAMETER, ROUND
' FOOT, FEET
" INCH, INCHES
d PENNY
┴ PERPENDICULER
# POUND, NUMBER
⅊ PROPERTY LINE
A. ALIGN
A.B. ANCHOR BOLT
A.C. ASPHALTIC CONCRETE

A/C AIR CONDITIONING
ACC. ACCESS
ACOUS. ACOUSTICAL

ACT ACOUSTIC TILE
A.D AREA DRAIN
ADJ. ADJUSTABLE, ADJACENT
A.F.F. ABOVE FINISH FLOOR
AGGR. AGGREGATE
AL. ALUMINUM
ALT. ALTERNATIVE
ANOD. ANODIZED
A.P. ACCESS PANEL
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ASPH. ASPHALT
AUTO. AUTOMATIC
AVG. AVERAGE
B.BD. BULLETIN BOARD
BD. BOARD
BITUM. BITUMINOUS
B.J. BUTT JOINT
BKG. BACKING
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
B.MK. BENCH MARK
BOT. BOTTOM
B.O. BOTTOM OF
BSMT. BASEMENT
BTWN. BETWEEN
B.U.R. BUILT UP ROOF
CAB. CABINET
C.B. CATCH BASIN
C.C CENTER TO CENTER
CEM. CEMENT
CER. CERAMIC
CFG. COUNTERFLASHING
C.G. CORNER GUARD
CHAM. CHAMFER
C.I. CAST IRON
C.I.P. CAST-IN-PLACE
C.J. CONTROL JOINT
CLG. CEILING
CLKG. CALKING
CLOS. CLOSET
CLR. CLEAR
C.M.U. CONCRETE MASONRY UNIT
CNTR. COUNTER
C.O. CASED OPENING, CLEAN OUT
COL. COLUMN
COMB. COMBINATION
COMP. COMPUTER
COMPO. COMPOSITION
COMPR. COMPRESS (ED)(ION)(IBLE)
CONC. CONCRETE
CONF. CONFERENCE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CORR. CORRIDOR
CPT. CARPET
CSMT. CASEMENT
C.S.P. COMBINATION STAND PIPE
C.T. CERAMIC TILE
CTR. CENTER
CTSK. COUNTERSUNK
C.W. COLD WATER
CWK. CASEWORK
DB. DOUBLE
DEM. DEMOLISH (DEMOLITION)
DEPT. DEPARTMENT
DET. DETAIL
D.F. DRINKING FOUNTAIN
D.H. DOUBLE HUNG
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DISP. DISPENSER
DIV. DIVISION
D.L. DEAD LOAD
DN. DOWN
D.O. DOOR OPENING
DR. DOOR
DS. DOWNSPOUT
D.S.P. DRY STAND PIPE
D.T. DRAPERY TRACK
DW. DISHWASHER
DWG. DRAWING
DWR. DRAWER
E. EAST
(E) EXISTING
EA. EACH
E.B. EXPANSION BOLT
E.G. EDGE GUARD
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR, ELEVATION
EMER. EMERGENCY
ENAM. ENAMEL
ENCL. ENCLOSURE
ENGR. ENGINEER
ENT. ENTRANCE
E.P.B. ELECTRIC PANEL BOARD
EQ. EQUAL
EQPT. EQUIPMENT
EQPM. EQUIPMENT
ESC. ESCALATOR
E.W. EACH WAY
E.W.C. ELECTRIC WATER COOLER
EXCAV. EXCAVATED
EXH. EXHAUST
EXP. EXPANSION
EXPO. EXPOSED
EXT. EXTERIOR

F&B FOOD AND BEVERAGE
F.A. FIRE ALARM
F.B. FLAT BAR
F.D. FLOOR DRAIN
F.D.C. FIRE DEPARTMENT CONNECTION
FDN. FOUNDATION
D.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
F.F. FINISH FACE
F.G. FIXED GLASS
F.H.C. FIRE HOSE CABINET
FIN. FINISH
FIXT. FIXTURE
FL. FLOOR
FLASH. FLASHING
FLUOR. FLUORESCENT
F.O. FACE OF
FPL. FIREPLACE
FPRF. FIREPROOF
F.R. FIRE RESISTANT, FIRE RETARDANT
FRMG. FRAMING
F.S. FULL SIZE
FT. FOOT, FEET
FTG. FOOTING
FURR. FURRING
FUT. FUTURE
F.W.P. FABRIC WRAPPED PANEL
F.W.A.P. FABRIC WRAPPED ACOUSTICAL PANEL
GA. GAGE (GAUGE)
GALV. GALVANIZED
G.B. GRAB BAR
GEN. GENERAL

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM
G.I. GALVANIZED IRON
GL. GLASS
GND. GROUND

GLB GLUE LAM BEAM
GR. GRADE
G.S.M. GALVANIZED SHEET METAL
GYP. GYPSUM
H.B. HOSE BIBB
H.C. HOLLOW CORE
H.D. HEAVY DUTY
HDBD. HARDBOARD
HDCP. HANDICAPPED
HDWD. HARDWOOD
HDWE. HARDWARE
H.M. HOLLOW METAL
H.O. HOLD OPEN
HORIZ. HORIZONTAL
H.P. HIGH POINT
HPL. HIGH PRESSURE LAMINATE
HR. HOUR
H.R. HAND RAIL
HT. HEIGHT
HTG. HEATING
HVAC HEATING, VENTILATING AND AIR COND.

H.W. HOT WATER
H.W.H. HOT WATER HEATER
I.D. INSIDE DIAMETER
INCAN. INCANDESCENT
INCL. INCLUDING
INFO. INFORMATION
INSUL. INSULATION
INT. NTERIOR
INTER. INTERMEDIATE
JAN. JANITOR
J.B. JUNCTION BOX
JCT. JUNCTION
JST. JOIST
JT. JOINT
K.D. KNOCKED DOWN
KIT. KITCHEN
K.I.P. KICK INTO PLACE
K.O. KNOCK OUT
K.P. KICK PLATE
LAB. LABORATORY
LAD. LADDER
LAM. LAMINATE
LAV. LAVATORY
L.B. LAG BOLT
L.H. LEFT HAND
LIN. LINEAR
LKR. LOCKER
L.L. LIVE LOAD
LOUV. LOUVER
L.P. LOW POINT
LT. LIGHT
LTW. LIGHTWEIGHT
MACH. MACHINE
MAINT. MAINTENANCE
MAS. MASONRY
MAT. MATERIAL
MAX. MAXIMUM
M.B. MACHINE BOLT
M.C. MEDICINE CABINET
M.D.F. MED. DENSITY FIBERBOARD
MECH. MECHANICAL
MED. MEDIUM
MEMB. MEMBRANE
MET. METAL
MEZZ. MEZZANINE
MFR. MANUFACTURER
MH. MANHOLE
MIC. MICROWAVE
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
MTD. MOUNTED
MUL. MULLION
N. NORTH
(N) NEW
NAT. NATURAL
N.I.C. NOT IN CONTRACT
NO. NUMBER
NOM. NOMINAL
NRC. NOISE REDUCTION COEFFICIENT
N.T.S. NOT TO SCALE
C.A. OVER ALL
OBS. OBSCURE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER(DIM.)
O.F.C.I. OWNER FURN. / CONTR. INSTALLED
O.F.O.I. OWNER FURN. / OWNER INSTALLED
O.F.D. OVERFLOW DRAIN
OFF. OFFICE
O.H. OPPOSITE HAND
OPNG. OPENING
OPP. OPPOSITE
ORIG. ORIGINAL
O.T.S. OPEN TO STRUCTURE
OVHD. OVERHEAD
P. PAINT
PAR. PARALLEL
P.BD. PARTICLEBOARD
PC. PIECE
P.E. PORCELAIN ENAMEL
PERF. PERFORATED
PERP. PERPENDICULAR
PL. PLATE
P.LAM. PLASTIC LAMINATE
PLAS. PLASTER
PLYWD. PLYWOOD
PNL. PANEL
POL. POLISH(ED)
PR. PAIR
PRCST. PRE-CAST
PREFAB. PREFABRICATED
P.S.P.S. REFAB. SYNTHETIC PLASTER
SYSTEM
PT. POINT
PTD. PAINTED
P.T.D. PAPER TOWEL DISPENSER
P.T.D./R. PAPER TOWEL DISP. /

RECEPTACLE
PTN. PARTITION
P.T.R. PAPER TOWEL RECEPTACLE
Q.T. QUARRY TILE
QTY. QUANTITY
QUAL. QUALITY
R. RISER
(R) RELOCATED
R/A. RETURN AIR
RAD. RADIUS
R.D. ROOF DRAIN
R.B. RESILIENT BASE
REBAR. REINFORCING BAR
RECEP. RECEPTACLE
REF. REFERENCE
REFL. REFLECTED
REFR. REFRIGERATOR
REINF. REINFORCED
REQ. REQUIRED
RESIL. RESILIENT
REV. REVISION/REVISED
RGTR. REGISTER
R.H. RIGHT HAND
RM. ROOM
R.O. ROUGH OPENING
R.O.W. RIGHT OF WAY
R.T. RESILIENT TILE
RUB. RUBBER
RWD. REDWOOD
R.W.L. RAIN WATER LEADER
S. SOUTH

S/A/ SUPPLY AIR
S.C. SOLID CORE
S.C.D. SEAT COVER DISPENSER
SCHED. SCHEDULE
S.D. SOAP DISPENSER, SOAP DISH
S.DT. SMOKE DETECTOR
SECT. SECTION
S.E.D. SEE ELECTRICAL DRAWINGS
SERV. SERVICE
S.F.P.D. SEE FIRE PROT. DWGS.

SH. SHELF
SHR. SHOWER
SHT. SHEET
S.I.D. SEE INTERIOR DRAWINGS
SIM. SIMILAR
SK. SINK
S.M.D. SEE MECHANICAL DRAWINGS
S.N.D. SANITARY NAPKIN DISP.

S.N.R. SANITARY NAPKIN RECEP.

S.P.D. SEE PLUMBING DRAWINGS
SPEC. SPECIFICATION(S)
SPKR. SPEAKER
SQ. SQUARE
S.S.D. SEE STRUCTURAL DRAWINGS
S.SK. SERVICE SINK
S.ST. TAINLESS STEEL
STA. STATION
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRL. STRUCTURAL
SUR. SURFACE
SUSP. SUSPENDED
SYM. SYMMETRICAL
SYS. SYSTEM
T. TREAD
TAN. TANGENT
T.B. TOWEL BAR
T&B. TOP AND BOTTOM
TC. TERRACOTTA
TEL. TELEPHONE
TEMP. TEMPERED
TER. TERRAZZO

T&G TONGUE AND GROOVE
THK. THICK
THRES. THRESHOLD

THRU THROUGH
T.O. TOP OF
T.P.B. TELEPHONE PANEL BOARD
T.P.D. TOILET PAPER DISPENSER
TV. TELEVISION
TYP. TYPICAL
UNF. UNFINISHED
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
UTIL. UTILITY
VAR. VARIABLE
V.B. VAPOR BARRIER

VCT VINYL COMPOSITION TILE
VENT. VENTILATION
VERT. VERTICAL
VEST. VESTIBULE
V.G. VERTICAL GRAIN
V.I.F. VERIFY IN FIELD
VIN. VINYL
V.P. VENT PIPE
W. WEST

W/ WITH
W.ACT. WASHABLE ACOUSTICAL TILE
WC. WALLCOVERING
W.C. WATER CLOSET
WD. WOOD
WDW. WINDOW
W.F. WIDE FLANGE
W.I. WROUGHT IRON
W.M. WIRE MESH
W.O. WHERE OCCURS

W/O WITHOUT
WP. WATERPROOF
WPT. WORK POINT
W.R. WATER RESISTANT
W.S. WEATHERSTRIPPING
WSCT. WAINSCOT
WT. WEIGHT
W.W.F. WELDED WIRE FABRIC
NOTES:

HABITABLE SPACE SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6". KITCHEN, HALLS, BATHROOMS AND TOILET COMPARTMENTS MAY HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0". (CBC 1208.02)

ALL INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH SPACE HEATING (CBC 1204.1)

SMOKE DETECTORS SHALL BE IN ALL BEDROOMS AND AREAS LEADING TO THEM.

CARBON MONOXIDE ALARM IN EACH OCCUPIED LEVEL.

KITCHEN NOTES:

MIN. TWO 20A SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR

THE KICHEN & ARE LIMITED TO SUPPLYING WALL & COUNTER SPACE RECEP. OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, & SIMILAR AREAS. THESE CIRCUITS CANNOT SERVE OUTSIDE

PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES,

ONLY THE REQUIRED COUNTERTOP/WALL OUTLEST INCLUDING THE REFRIGERATOR.
50% OR MORE OF THE KITCHEN LIGHTING WATTAGE MUST BE
FLUORESCENT. INCANDESCENT LIGHTING MUST BE SWITCHED
SEPARATELY.

PROVIDE AT LEAST ONE RECEPTACLE OUTLET FOR EACH COUNTER SPACE 12" OR WIDER, KITCHEN COUNTER OUTLETS SHALL BE SPACED SO THAT NO POINT ALONG THE WALL IS GREATER THAN 24" FROM AN OUTLET. AT LEAST ONE GFCI RECEPTACLE FOR THE PENINSULA
COUNTER SPACE (CEC 210.52 (C) (3) & 210.8 (A) (6)
UPPER CABINETS SHALL BE A MIN. OF 30" ABOVE COOKING TOP PER CMC 916.1.2. PROV. COOKING APPLIANCES MIN. CLEARANCES TO
COMBUSTIBLE MATERIALS PER CMC 916.1.1.

BATHROOM NOTES:

EXHAUST FANS ARE CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR.

BRANCH CIRCUITS: A 20A CIRCUIT IS REUIRED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER
RECEP. LIGHTS, FANS, ETC.

SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED W/

INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC MIXING OR PRESSURE BALANCE TYPE, (CPC 418.0)

SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH

INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET (CBC 1210.2.3)

BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH

INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (CRC R307.2)
WHIRLPOOL TUB: LIGHT FIXTURES INSTALLED ABV. AND WITHIN 5' FROM THE INSIDE WALLS OF THE WHIRLPOOL TUB SHALL BE AT LEAST 7'-6" ABV THE MAX. WATER LEVEL AND GFCI PROTECTED. FIXTURES MAY BE INSTALL LESS THAN 7'-6" PROVIDED THEY ARE LISTED FOR USE IN DAMPED LOCATIONS AND GFCI PROTECTED. CEC ARTICLE
680-43(B)(1a-c).

PLUMBING AND MECHANICAL NOTES:

WATER CLOSETS SHALL HAVE AN AVERAGE WATER
CONSUMPTION OF NOT MORE THAN 1.28 GALLONS PER FLUSH.
(CPC
403.2)

SHOWER HEADS SHALL HAVE A WATER FLOW NOT TO EXCEED

2.0 GALLONS PER MINUTE @ 80 PSI. (CPC 408.2)

FAUCETS IN KITCHENS, WET BARS, LAUNDRY SINKS, ETC SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE
@ 60 PSI. (CPC 403.6)

FAUCETS IN LAVATORIES SHALL HAVE A WATER FLOW NOT TO
EXCEED 1.5 GALLONS PER MINUTE @ 60 PSI. (CPC 403.6)

SHOWER STALLS SHALL HAVE A CLEAR INTERIOR FINISH AREA OF

7.1 SQ. FT. AND BE ABLE TO ACCOMMODATE A MINIMUM 30 INCH CIRCLE AT THE THRESHOLD LEVEL. THESE CLEARANCES SHALL
BE MAINTAINED UP TO A HEIGHT OF 70 INCHES ABOVE SHOWER
DRAIN. (CPC 408.6)

SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH

INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72
INCHES (6 FT). (CRC R307.2)

THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM

THE BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL
BE LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER

THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR
MEETING THIS PROVISION. (CPC 409.4 & 408.3)
A 30-INCH CLEAR WIDTH FOR WATER CLOSET COMPARTMENT
AND 24 INCH CLEARANCE IN FRONT OF WATER CLOSET. (CPC
402.5)

ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR

FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A
MINIMUM CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE
THE BUILDING. (CRC R303.3, CG 4.506.1, CBC 1203.4.3.2.1, CMC 403.7)
THE CLOTHES DRYER VENT SHALL NOT EXCEED 14 FT IN
OVERALL LENGTH WITH MAXIMUM TWO 90 DEGREE ELBOWS.
(CMC 504.3.1)
CLOTHES DRYER EXHAUST SHALL BE A MIN. 4 INCHES,

TERMINATE TO THE OUTSIDE OF THE BUILDING, SHALL BE

EQUIPPED WITH A BACK-DRAFT DAMPER, AND MEET THE
REQUIREMENTS OF CMC 504.3. PROV. 100 SQ. IN. MIN. MAKE-UP AIR OPENING FOR DOMESTIC DRYERS.

ENVIRONMENTAL AIR DUCTS EXHAUST SHALL TERMINATE MIN. 3
FEET FROM PROPERTY LINE OR OPENINGS INTO BUILDING. (CMC 504.5)

MECHANICAL EQUIPMENT SHALL BE INSTALLED PER THE
MANUFACTURE’S INSTALLATION INSTRUCTIONS.(CMC 303.1)

DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR
SURFACE. (CMC 504.2)

SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MIN OF R-6. CAL ENERGY CODE TABLE 150-1-A
VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN 4 FEET
BELOW OR 4 FEET HORIZONTALLY FROM, & NOT LESS THAN ONE

FOOT ABOVE A DOOR, AN OPENABLE WINDOW OR A GRAVITY AIR
INLET INTO A BUILDING. VENTING SYSTEMS SHALL TERMINATE AT LEAST 3 FEET ABOVE AN OUTSIDE - OR MAKE UP - AIR INLET
LOCATED WITHIN 10 FEET & AT LEAST 4 FEET FROM A PROPERTY LING, EXCEPT A PUBLIC WAY.

GAS VENT TERMINATIONS SHALL MEET THE REQUIREMENTS OF
CMC 802.6 & SFMC 802.6.2.

COMBUSTION AIR SHALL MEET THE REQUIREMENTS OF CMC CH7.

SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING
HAZARDOUS LOCATIONS: (CRC R308.4, CBC 2406.4)
A. SWINGING, BI-FOLD, AND SLIDING DOORS
B. WHEN LOCATED WITHIN 60 INCHES ABOVE THE FLOOR OF

WET SURFACES SUCH AS

TUBS, SHOWERS, SAUNAS, STEAM ROOMS, OR OUTDOOR
SWIMMING POOL.

C. WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND WITHIN 60 INCHES

OF WALKING SURFACE
D. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA,

WITH THE BOTTOM EDGE
LESS THAN 18 INCHES ABOVE THE FLOOR, TOP EDGE MORE
THAN 36 INCHES ABOVE
FLOOR, AND WITHIN 36 INCHES OF A WALKING SURFACE,
MEASURED HORIZONTALLY.

WATER HEATERS PROTECTION FROM FIRE DAMAGE: WATER

HEATERS GENERATING A GLOW, SPARK OR FLAME CAPABLE OF

IGNITING FLAMMABLE VAPORS MAY BE INSTALLED IN A GARAGE

PROVIDED, THE PILOTS & THE BURNERS OR HEATING ELEMENTS
AND SWITCHES ARE LOCATED AT LEAST 18" ABOVE THE FLOOR
LEVEL IN RESIDENTIAL GARAGES.

WATER HEATERS PROTECTION FROM SEISMIC DAMAGE: WATER

HEATERS SHALL BE ANCHORED TO RESIST HORIZONTAL
DISPLACEMENT DUE TO EARTH QUAKE MOTION. STRAP THE
WATER HEATER AT THE UPPER AND LOWER THIRDS. (CPC 508.2) ENERGY NOTES:

ALL INSTALLED HIGH EFFICACY LUMINARIES SHALL BE SWITCHED SEPARATELY FROM LOW EFFICACY LUMINARIES. (150(K)(2))

INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY
LUMINARIES. UP TO 50% OF THE WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS MAY BE IN LIGHTS THAT ARE NOT HIGH EFFICACY. (150(K)(3))
A MIN. OF ONE INSTALLED LIGHTING IN BATHROOMS SHALL BE HIGH EFFICACY LUMINARIE. ALL OTHER INSTALLED LIGHTING SHALL BE HIGH EFFICACY OR CONTROLLED BY A VACACNCY SENSOR(S). (150(K)(5))

INSTALLED LUMINARIES IN GARAGES, LAUNDRY ROOMS & UTILITY

ROOMS SHALL BE HIGH EFFICACY LUMINARIES AND CONTROLLED BY A VACANCY SENSOR(S). (150(K)(6))

INSTALLED LUMINARIES IN ROOMS OTHER THAN KITCHENS, BATHROOMS,

GARAGES, LAUNDRY ROOMS & UTILITY ROOMS SHALL BE HIGH EFFICACY

LUMINARIES OR ARE CONTROLLED BY DIMMERS OR A VACANCY
SENSOR(S). (150(K)(7))

LIGHTING FIXTURES RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO-CLEARANCE INSULATION COVER (I.C.) BY
UNDERWRITERS LABORATORIES OR OTHER APPROVED LABORATORIES.

FIREPLACES, DECORATIVE GAS APPLIANCES AND GAS LOGS:

INSTALLATION OF FACTORY-
BUILT AND MASONRY FIREPLACES SHALL INCLUDE:

A. CLOSABLE METAL OR GLASS DOORS.

B. COMBUSTION AIR INTAKE (6 SQ. IN. MINIMUM) TO DRAW AIR FROM OUTSIDE OF THE BUILDING DIRECTLY INTO FIRE BOX. THE

COMBUSTION AIR INTAKE MUST BE EQUIPPED WITH A READILY

ACCESSIBLE, OPERABLE AND LIGHT-FITTING DAMPER OR COMBUSTION AIR CONTROL DEVICE.
*EXCEPTION: AN OUTSIDE COMBUSTION AIR INTAKE IS NOT

REQUIRED IF THE FIREPLACE IS INSTALLED OVER CONCRETE SLAB FLOORING AND THE FIREPLACE IS NOT LOCATED ON AN EXTERIOR WALL.

C. A FLUE DAMPER WITH AN READILY ACCESSIBLE CONTROL..
*EXCEPTION: WHEN A GAS LOG, LOG LIGHTER, OR DECORATIVE GAS

APPLIANCE ISINSTALLED IN A FIREPLACE, THE FLUE DAMPER SHALL BE

BLOCKED OPEN IF REQUIRED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR THE STATE MECHANICAL CODE.

ELECTRICAL NOTES:

THE INSTALLATION OF SMOKE ALARMS IN ALL OF THE FOLLOWING AREAS SHALL BE PROVIDED: (CRC R314.3)
A. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE
SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.

B. IN EACH ROOM USED FOR SLEEPING PURPOSES.

THE INSTALLATION OF CARBON MONOXIDE ALARMS IN THE
FOLLOWING AREAS SHALL BE PROVIDED: (CRC R315.1)
A. APPROVED CARBON MONOXIDE ALARMS SHALL BE INSTALLED

OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE

VICINITY OF THE BEDROOMS & ON EVERY LEVEL INCLUDING

BASEMENTS IN DWELLING

UNITS THAT HAVE FUEL-FIRED APPLIANCES OR ATTACHED
GARAGES.

A MIN. OF TWO 20 AMP SMALL APPLIANCE BRANCH CIRCUITS

SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN THE
KITCHEN, DINING ROOM, PANTRY, OR OTHER SIMILAR AREAS.
(CEC 210.11(C)(1))
AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS
SHALL HAVE NO OTHER OUTLETS. (CEC 210.11(C)(3))

IN EVERY DWELLING UNIT, FIXED APPLIANCES SUCH AS FOOD

WASTE GRINDERS, DISHWASHERS, WASHING MACHINES,

DRYERS, LAUNDRY TRAY LOCATIONS, BUILT-IN REFRIGERATORS

OR FREEZERS, FURNACES, AC UNITS, BUILT-IN HEATERS OR ANY OTHER FIXED APPLIANCE WITH A MOTOR OF ¼ H.P. OR LARGER
SHALL BE ON A SEPARATE 20 AMP. BRANCH CIRCUIT.

ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY

BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED

BASEMENTS, KITCHENS (WHERE RECEPTACLES SERVE COUNTER
TOP SURFACES), LAUNDRY, UTILITY, WET BAR SINKS (WITHIN 6

FEET OF THE EDGE OF THE SINK), SHALL HAVE GROUND-FAULT
CIRCUIT INTERRUPTER (GFCI) PROTECTION. (CEC 210.8(A))
IN ALL AREAS SPECIFIED IN 210.52, ALL NON-LOCKING TYPE
125-VOLT, 15- AND 20- AMP RECEPTACLES SHALL BE LISTED
TAMPER-RESISTANT RECEPTACLES. (CEC 406.12)

ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN

COUNTERTOP, CRAWL SPACES, GARAGE, ROOFTOPS, OUTDOOR
OUTLETS, WITHIN 6’ OF WETBAR SINK/LAUNDRY SINK TO BE
PROTECTED BY GROUND FAULT CIRCUIT INTERRUPTER (GFCI).
(CEC 210.8)

ALL RECEPTACLE OUTLETS ARE REQUIRED TO BE LISTED
TAMPER RESISTANT. (CEC 406.12 & 210.52)

COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 120 VOLT SINGLE PHASE 15/20 AMP BRANCH CIRCUITS.

EXCEPT FOR BATHROOMS, KITCHENS, GARAGES, OUTDOORS,
AND LAUNDRY ROOMS. (CEC 210.12(B))
AT A MIN, ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A BATHROOM.(CEC 210.11(C)(3))
A GFCI PROTECTED OUTLETS AT THE FOLLOWING LOCATIONS:

GARAGE, UNFINISHED BASEMENT, CRAWL AND STORAGE
SPACES, WITHIN 6' OF SINK OR BASIN, EXTERIOR (WATERPROOF).

ARC FAULT CIRCUIT INTERRUPTER ("AFCI") PROTECTION FOR ALL

RECEPTACLES, LIGHTING CIRCUITS, SWITCHES, AND HARD-WIRED

SMOKE DETECTORS INSTALL IN FAMILY ROOMS, DINING ROOMS,

LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,

SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, OR
SIMILAR ROOMS OR AREAS PER CEC 210.12(B), THE "AFCI" SHALL BE LISTED TO PROTECT THE ENTIRE BRANCH CIRCUIT.

RECEPTACLE OUTLETS ARE NOT ALLOWED WITHIN OR OVER A
BATHTUB OR SHOWER STALL. (CEC 406.9 (C))

SUBPANELS ARE NOT ALLOWED TO BE LOCATED IN BATHROOMS
OR CLOTHES CLOSETS. (CEC 240.24(D) & 240.25(E))

CIRCUITS SHARING A GROUNDED CONDUCTOR (NEUTRAL) WITH

TWO UNGROUNDED(HOT) CONDUCTORS MUST USE A TWO POLE
CIRCUIT BREAKER OR AN IDENTIFIED HANDLE TIE.(CEC 210.4(B)) GROUP NON-CABLE CIRCUITS IN PANEL (CEC 210.4(D))

THE RECEPTACLE OUTLETS THAT SERVE KITCHEN COUNTER

TOPS, DINING ROOM, BREAKFAST AREA, & PANTRY, MUST HAVE A MIN OF 2 DEDICATED 20 AMP CIRCUITS.(CEC 210.52 (B)(1)
KITCHEN COUNTER TOPS 12 INCHES OR WIDER MUST HAVE A
RECEPTACLE OUTLET.(CEC 210.52(C ))

KITCHEN COUNTER TOPS MUST HAVE RECEPTACLE OUTLETS SO
NO POINT ALONG THE COUNTER WALLS IS MORE THAN 24 INCHES FROM A RECEPTACLE. (CEC 210.52 (C ))

ISLAND AND PENINSULAR COUNTER TOPS MUST HAVE AT LEAST
ONE RECEPTACLE. (CEC 210.52(C )( 1) & (2))

THE SPACING FOR GENERAL RECEPTACLE OUTLETS MUST BE

LOCATED SO THAT NO POINT ON ANY WALL, FIXED GLASS, OR
CABINETS IS OVER 6 FEET FROM A RECEPTACLE OUTLET. (CEC
210.52(A))
HALLWAYS 10 FEET OR MORE MUST HAVE AT LEAST ONE
RECEPTACLE OUTLET.

LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP
RECEPTACLE CIRCUIT. (CEC 210.11(2)) PROVIDE 120V
RECEPTACLE WITHIN 3 FEET OF WATER HEATER. CAL ENERGY
CODE 150.0 (N)

PROVIDE GROUNDING ELECTRODE SHALL BE NONFERROUS
(COPPER), NOT BE LESS THAN ½” IN DIAMETER. THE ELECTRODE SHALL BE INSTALLED SUCH THAT AT LEAST 8’ OF LENGTH IS IN CONTRACT WITH THE SOIL. THE UPPER END OF THE ELECTRODE

SHALL BE FLUSH WITH OR BELOW GROUND LEVEL UNLESS THE

ABOVE-GROUND END AND THE GROUNDING ELECTRODE

CONDUCTOR ATTACHMENT IS PROTECTED AGAINST PHYSICAL
DAMAGE. [CEC 250.52 (A)(5) AND 250.53 (D)]
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-0.3 General Notes

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 135 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-0.4 Site Pictures

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

PROPERTIES OPPOSITE OF SUBJECT LOT

ON PASADENA STREET

PROPERTIES ON THE SAME BLOCK AS SUBJECT LOT

ON PASADENA STREET

PROPERTIES OPPOSITE OF SUBJECT LOT

ON GENEVA AVENUE

SUBJECT LOTS ON GENEVA AVENUE

PROPERTIES OPPOSITE OF SUBJECT LOT

ON CASTILLO STREET

PROPERTIES ON THE SAME BLOCK AS SUBJECT LOT

ON CASTILLO STREET

SUBJECT LOTS

Page 136 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-0.5 Isometric Views

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

GENEVA AVENUE

CASTILLO STREET
STREET VIEW @ GENEVA AVENUE & PASADENA STREETRIGHT ISOMETRIC VIEW

REAR RIGHT ISOMETRIC VIEW REAR LEFT ISOMETRIC VIEW

CASTILLO STREET

PASADENA STREET

CASTILLO STREET

GENEVA AVENUE

Page 137 of 224 ends

1 485 B a y shor e B lv d. #110
S a n F r a ncisco, C A 946 21
4 15 42 5-33 60 : T
6 50 580-72 93: M

FIRE FLOW CALCULATION

Date: January 20, 2021

1. Project Address: 2321-2359 Geneva Avenue
Daly City, CA

2. Building Information:
# of Stories: 7
Construction Type: Type” III-A” over Type “I-A”
Building Type: Residential Building, Commercial and Garage Occupancy Group: R-2, M, S-2
Fire Sprinkler: Fully Sprinklered Building per NFPA 13

3. Total Fire area: 117,169 SF

4. Fire flow requirement:

a. Per 2019 CFC, Section B105.2 Table B105.1(2) and Table B105.2 5000 gpm x 0.25 (25%) = 1250 gpm
Minimum Fire Flow: 1250 GPM @ 20 PSI
(Per 2019 CFC Table B105.2, the reduced min. fire flow shall not be less than 1,000 gpm for the prescribed duration)

b. Estimated Fire Sprinkler System Demand:

0.4 gpm/sq.ft. x 2500 sq.ft. = 1000 gpm
Fire Sprinkler Demand: 1000 gpm @ 20 PSI

c. Total Hose Stream Allowance:500 GPM @ 20 PSI

d. Total Required Flow: 2750 GPM @ 20 PSI (Sum of a, b, and c)

5. Available water flow at this site:

Static Pressure: 97 psi, Residual Pressure: 84 psi and Flow: 1127 gpm Available Water Flow

Total Available Flow: 2946 GPM @ 20 PSI

The total available water flow at the site exceeds the required water flow at the hydrant.

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-0.6 Fire Flow Info

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 138 of 224 ends

Page 139 of 224 ends

COUNTY LINE

PARCEL / LOT LINE

SUBJECT PROPERTIES
LEGEND

HISTORIC PARCEL / LOT LINE

COUNTY LINE

PARCEL / LOT LINE

SUBJECT PROPERTIES
LEGEND

HISTORIC PARCEL / LOT LINE
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-1.2 Site Plan

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
PASADENA STREET (60' WIDE)
GENEVA AVENUE (113' WIDE)

SIDEWALK

CURB CUT

SIX-STORY

ONE-STORY
1'-0" 200'-0" 1'-0"

TBTVBEBEB
POLE
TSBSL
SLB
WM
FH
GV
SIGN
SLB
EB
SIGN
WM
SIGN
WMTB
100'-0"
10'-0"10'-0"47'-6"27'-6"5'-0"
100'-0"
10'-0"10'-0"80'-0"
200'-0"

+121.53'
+126.78' FL
+127.28' TC

+127.54'

+179'

+129'
38'-6" 10'-6" 39'-6" 23'-0" 39'-6" 10'-6" 38'-6"
2 1
6 5
4 3
8 7
10 9
12 11

CLASS II BICYCLE
PARKING, TYP.
(N) STREET TREE,
TYP.
(N) STREET TREE,
TYP.
(N) STREET TREE,
TYP.
(N) STREET LIGHT,
TYP.
(N) STREET LIGHT,
TYP.
(N) STREET TREE,
TYP.

CLASS II BICYCLE
PARKING, TYP.
(N) STREET LIGHT,
TYP.
(N) STREET TREE,
TYP.

CLASS II BICYCLE
PARKING, TYP.
(N) STREET
LIGHT, TYP.
(N) STREET
TREE, TYP.
6321-008H 6321-008G

SIX-STORY SIX-STORY
Cntr
+119.08'
+118.93' TC
+118.45' FL

+114.79'
+112.16' TC
+111.90' FL

(E)+112.36'

+115.54'
CASTILLO STREET (60' WIDE)
50'-0" 38'-6" 23'-0" 38'-6" 50'-0"

UNOCCUPIED ROOF SOLAR READY AREA
005-061-030005-061-020 005-061-040 005-061-050 005-061-070005-061-010 005-061-060 (E) FIRE HYDRANT

+189'

LANDSCAPE

LANDSCAPE
PROPOSED SEVEN-STORY MIX-USE BLDG.
2321-2359 GENEVA AVE.

ELE ELE STAIRSSTAIRS ELE
LOBBY

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Proposed Site Plan
Scale: 1/8" = 1'-0"
A
A-4.1
C
A-4.3
B
A-4.2

TRUE PLAN
NOTS:
- SHORING/TIE BACKS TO GRADING PLAN ONCE COMPLETE
- ALL WATER SERVICES SHALL HAVE A REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE INSTALLED IMMEDIATELY AFTER THE METER. FIRE SERVICES WILL REQUIRE A RPDA DEVICE, DCDA DEVICES ARE NOT PERMITTED.

Page 140 of 224 ends

PASADENA SREET (60' WIDE)
CASTILLO SREET (60' WIDE)
GENEVA AVENUE (113' WIDE)

TBTVBEBEB
POLE
TSBSL
SLB
WM
FH
GV
SIGN
SLB
EB
SIGN
WM
SIGN
WMTB
+126.78' FL
+127.28' TC

+127.54'
2 1
6 5
4 3
8 7
10 9
12 11

CLASS II BICYCLE
PARKING, TYP.
(N) STREET TREE,
TYP.
(N) STREET TREE,
TYP.
(N) STREET TREE,
TYP.
(N) STREET LIGHT,
TYP.
(N) STREET LIGHT,
TYP.
(N) STREET TREE,
TYP.

CLASS II BICYCLE
PARKING, TYP.
(N) STREET
LIGHT, TYP.
(N) STREET
TREE, TYP.
10'-0"6'-0"6'-0"8'-0"6'-0"6'-0"4'-0"6'-0"6'-0"4'-0"6'-0"10'-0"6'-0"6'-0"10'-0" 8'-0"39'-0"45'-0"8'-0"
21'-3" 22'-6" 37'-8" 37'-4" 22'-3" 23'-3" 16'-9" 19'-0" (N) STREET
LIGHT, TYP.
3'-0" 47'-0" 50'-0" 50'-0" 47'-0" 3'-0"
(N) STREET
TREE, TYP.

CLASS II

BICYCLE
PARKING, TYP.
6'-0"6'-0"8'-6"20'-0"5'-6"6'-0"10'-0"6'-0"10'-0"6'-0"6'-0"10'-0" 10'-0"38'-0"44'-0"8'-0"
2'-0" 3'-0" 8'-0"
6'-10" 3'-0" 2'-4"

+113.87'
Cntr
+119.08'
+118.93' TC
+118.45' FL
+112.16' TC
+111.90' FL

(E)+112.36'

+121.53'
+115.54'

+114.79'

6'-0"3'-7"±
5'-0"3'-2"1'-6"

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
Streetscape Plan
Scale: 1/8" = 1'-0"
Streetscape Plan
Scale: 1/8" = 1'-0"
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-1.3 Proposed
Streetscape Plan

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN
8079 81 82
DN
UP
DNDN
(55 PARKING COMPACT STALLS)
KLAUS TREND VARIO 4300
(23 PARKING COMPACT STALLS)
KLAUS TREND VARIO 4300
EV SPACES SHALL COMPLY WITH SEC.

4.106.4.2, TO FACILITATE FUTURE

INSTALLATION AND USE OF EV
CHARGERS. ELECTRIC VEHICLE SUPPLY

EQUIPMENT (EVSE) SHALL BE INSTALLED

IN ACCORDANCE WITH THE CALIFORNIA
ELECTRICAL CODE, ARTICLE 625.
(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)
3030 189 9 9
3030 189 9 930 3018 999
3030 189 9 9
30 3018 999
30 3018 999 3030 189 9 9
DN
3030 189 9 9
3030 189 9 9
3030 189 9 9
UP
DN

Page 141 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

NOTE: PENETRATIONS THROUGH FIRE-RATED WALLS SHALL BE
FIRESTOPPED AS REQUIRED TO MAINTAIN RATING OF WALL.
1-HR FIRE-RATED NONCOMBUSTIBLE
SEPARATION WALL, DETAILS W-2, W-4
2-HR FIRE-RATED NONCOMBUSTIBLE
SEPARATION WALL, DETAILS W-1, W-3
1-HR FIRE-RATED FIRE-RETARDANT-TREATED
WD FRAME WALL, DET. W-5.1
1-HR FIRE-RATED NONCOMBUSTIBLE WALL,
DETAIL W-5
1-HR FIRE-RATED FIRE-RETARDANT-TREATED
WD FRAME SEPARATION WALL, DETAIL W-4.1
2-HR FIRE-RATED FIRE-RETARDANT-TREATED
WD FRAME SEPARATION WALL, DETAIL W-3.1
GENEVA AVENUE (113' WIDE)
ADA

RESTROOM
Ø 5'-0"
CASTILLO STREET (60' WIDE)

SIDEWALK

CURB CUT

+119.11'

+115.5'

±113.94'

+113'9"
8079 81 82
Cntr
+119.08'

COMMERCIAL B
Gr. Area: 1,563± sfCOMMERCIAL A
Gr. Area: 2,119± sf

PARKING GARAGE

DRIVE WAY
±5% SLOPE UP
Gr. Area: 10,982± sf

SIDEWALK
PASADENA STREET (60' WIDE)
DN
UP

+118.0'
DN
LOBBY
1-HR.

+117'0"

+122'

TBTVBEBEB
POLE
TSBSL
SLB
WM
FH
GV
SLB
EB
SIGN
WM
SIGN
WMTB
FH
ELEELE

+114.79'
+118.93' TC
+118.45' FL
+112.16' TC
+111.90' FL

(E)+112.36'

RENTAL OFFICE

+115.5'

TRASH ROOM
MECH / ERRCS. RM.
8'-7" TYP.
9'-0" 5'-0" 12'-0" 9'-0" 5'-0" 9'-0"ELE.

CONROL
Gr. Area: 643± sf
ELEC. ROOM
ELEC. PANELS
100'-0"
43'-6"6'-2"36'-10"12'-0"1'-6"
C.H. 6'8" MIN.
2 1
ADA

RESTROOM
Ø 5'-0"
(N) STREET TREE, TYP. (N) STREET TREE, TYP. (N) STREET TREE, TYP.(N) STREET LIGHT, TYP. (N) STREET
LIGHT, TYP.
(N) STREET
TREE, TYP.
8'-11" TYP.

MAIL / PACKAGE

COMMUNITY ROOM

+120'

+115.5'
UPS STOR.STOR.

ADA

RESTROOM
Ø 5'-0"
Gr. Area: 730± sf
(N) STREET
LIGHT, TYP.
(N) STREET
TREE, TYP.
2-HR. SHAFT
STAIR 1

PLANTER PLANTER
01 01
02 09
01 06 06
07 08
04 03
11 04 1004
10 04
04 04
04 04
04 200'-0"
STOR.
8'-9"
7'-0" 9'-6" 7'-0"
8'-9"
DN
1:12 RAMP DN
09 ADA

RESTROOM
Ø 5'-0"
5'-0"
4'-0"
ADA

RESTROOM
Ø 5'-0"
7'-0" 12'-5"
8'-0"
8'-0"
10 200'-0"
6'-6" 43'-6" 38'-6" 23'-0" 38'-6" 43'-6" 6'-6"
VAULT
C.H.:
6'8" MIN.

+121.53'

+115.54'
86'-6"12'-0"1'-6"
TYP. PAVEMENT SYMBOL PER 1109A.8.8

WITHIN THE LOADING & UNLOADING ACCESS
AISLE PAINT THE WORDS "NO PARKING" IN
12" HIGH MIN. WHITE LETTERS
70 SQ INCH ACCESSIBILITY SIGN
PER 1109A.8.8; SEE DETAIL A-6.3
STRIPES @ 36" O.C. MAXIMUM,

PAINTED A COLOR CONTRASTING

WITH THE PARKING SURFACE,

PREFERABLY BLUE OR WHITE

LOADING & UNLOADING ACCESS

AISLE BORDER PAINTED BLUE

WHEEL STOP
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2W-4
A6.2 W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-3
A6.2
W-3
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-3
A6.2
W-3
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-5
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-4
A6.2
W-2
A6.2
3'-0"
3'-6"9'-7" 16'-6"
12'-0"6'-6"
2-HR. SHAFT
STAIR 2
18'-11"26'-10"18'-3"
81"x35" 81"x35" 81"x35"
81"x35"81"x35"
81"x35"81"x35"
2-BIKE 2-BIKE

LOCKERS
KICHEN
AREA

LOCKERS
7'-4" 11'-2" 7'-6"
KICHEN
AREA
8'-6"7'-8"
FIXED FENCESIDING GATES, TYP.SIDING GATES, TYP.

SIDING GATES, TYP.

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6
2'-0" 169'-5" (SEE MANUFACTURER

FOR SIZE & INSTALLATION REQ'D)
(55 PARKING COMPACT STALLS)
KLAUS TREND VARIO 4300
(23 PARKING COMPACT STALLS)
KLAUS TREND VARIO 4300
68'-8" (SEE MANUFACTURER

FOR SIZE & INSTALLATION REQ'D)
BAY 7 BAY 8 BAY 9 BAY 10 BAY 11 BAY 12 BAY 13 BAY 14 BAY 15 BAY 16 BAY 17 BAY 18 BAY 19 BAY 27 BAY 26 BAY 25 BAY 24 BAY 23 BAY 22 BAY 21 BAY 20 EV SPACES SHALL COMPLY WITH SEC.

4.106.4.2, TO FACILITATE FUTURE

INSTALLATION AND USE OF EV
CHARGERS. ELECTRIC VEHICLE SUPPLY

EQUIPMENT (EVSE) SHALL BE INSTALLED

IN ACCORDANCE WITH THE CALIFORNIA
ELECTRICAL CODE, ARTICLE 625.

PROV. 24 LEVEL 2 EV READY SPACES,
& 31 LEVEL 1 EV READY SPACES
PROV. 10 LEVEL 2 EV READY SPACES,
& 13 LEVEL 1 EV READY SPACES
LEVEL 1
EV READYLEVEL 2 EV READY
18'-0"
FDC
(N) STREET
LIGHT, TYP.
(N) STREET
TREE, TYP.
(E) FIRE HYDRANT
100'-0"
(N) FIRE HYDRANT
FDC
FACP
16'-9"
17'-7"
8'-8"
(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)
LEVEL 2

EV READY
LEVEL 1

EV READY
Ø 5'-0"
1:12 RAMP DN
MAX. 5% RAMP
SLOPE UP11
26'-1"
±114.21'

1:12

RAMP DN

+115'
12'-0" 8'-6" 15'-0"
18'-6"
2%

±114'3"
2%
27'-10"±
19'-10"

FIXED FENCE
6"1'-6"
W-3
A6.2
8" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 8" 10'-5"7'-3"

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level 1
Scale: 1/8" = 1'-0"
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.1 Floor Plan: Level 1

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

COORDINATE ELEVATOR SHAFT AND PIT REQ'S
W/ MFR/SUPPLIER; UNDER SEPARATE PERMIT
ELEVATOR RECALL COMPLY W/ CBC SEC.
3002.4.4a
PROV. MIN. 5'X5' CLR LEVEL LANDING, MAX 2%
SLOPE ON BOTH SIDES OF THE ENTRY, TYP.

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19

Page 142 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

Unit 05
559 sq ftGr. Area:

Unit 11
499 sq ftGr. Area:

Unit 12
498 sq ftGr. Area:

CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
3030 189 9 9
Unit 08
411 sq ftGr. Area:

Unit 14
357 sq ftGr. Area:

Unit 15
330 sq ftGr. Area:

Unit 16
392 sq ftGr. Area:

Unit 09
411 sq ftGr. Area:

Unit 10
449 sq ftGr. Area:

Unit 07
446 sq ftGr. Area:

Unit 06
558 sq ftGr. Area:

Unit 04
411 sq ftGr. Area:

Unit 03
462 sq ftGr. Area:

Unit 02
327 sq ftGr. Area:

Unit 18
327 sq ftGr. Area:

Unit 17
327 sq ftGr. Area:

Unit 01
390 sq ftGr. Area:

SIDEWALK
PASADENA STREET (60' WIDE)
GENEVA AVENUE (113' WIDE)

+128'4"

+123'5"

+129'

OPEN TO
BELOW
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
WM
FH
SIGN
30 3018 999
CLO
3030 189 9 9
CLO
+126.78' FL
+127.28' TC

OPEN TO
BELOW

UTILITIES
PANEL
30 3018 999
CLO
3030 189 9 9
CLO
148-BIKE ROOM52-BIKE ROOMFIRE PUMP /

BOOSTER PUMP

ELE ELE
2-HR. SHAFT
STAIR 2

OPEN TO
BELOW

OPEN TO
BELOW
DN 06 06
07 08
1616
CLO
3030 189 9 9
3030 189 9 9
CLO
3030 189 9 9
CLO

+127.54'
3030 189 9 9
CLO
1-HR. CORR. 1-HR. CORR.

+121.53'
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-4
A6.2 W-4
A6.2
W-4
A6.2 W-4
A6.2 W-4
A6.2
W-4
A6.2
W-4
A6.2 W-4
A6.2 W-4
A6.2 W-4
A6.2 W-4
A6.2
W-4
A6.2 W-4
A6.2
W-4
A6.2
W-4
A6.2W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-3
A6.2
W-3
A6.2
W-3
A6.2
W-3
A6.2
W-4
A6.2 W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-3
A6.2
W-3
A6.2
W-3
A6.2
W-4
A6.2
W-3
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-4
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-5
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
02 01
04 03
01 04
03 2-HR. SHAFT
STAIR 1
UP
DN UP
DN
(E) FIRE HYDRANT
(N) STREET LIGHT,
TYP.
(N) STREET TREE,
TYP.

FDC
18 PANEL

+128'4"

FLOW THROUGHT PLANTER

LADDER ACCESS FOR

MAINTENANCE
TRADITIONAL PLANTER, TYP.
100'-0"
100'-0"
10'-0"76'-6"12'-0"1'-6"
10'-0"90'-0"
32'-6"25'-0"32'-6"
6'-6" 43'-6" 38'-6" 23'-0" 38'-6" 50'-0"
200'-0"
5'-0"
8'-9"
7'-0"
8'-9"
7'-0"
200'-0"
7'-0"
5'-0"
5'-0"
4'-6"
7'-6"
5'-0"
7'-0"
4'-6"
5'-6" 5'-6" 5'-0"5'-6"
7'-0"
5'-0" 4'-7"
5'-0"
6'-0"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 33'-6"5'-3"37'-9"
4'-0"28'-6"12'-6"12'-6"6'-6"13'-6"11'-6"1'-0"
5'-6"
37'-6" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6"
OD
CO

ODODODODODOD

COCOCO CO CO

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level 2
Scale: 1/8" = 1'-0"
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.2 Floor Plan: Level 2

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN

Page 143 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

LIVING / DINING
Unit 19
653 sq ftGr. Area:
30 3018 999
CLO
Unit 05
558 sq ftGr. Area:

CLO
3030 189 9 9
Unit 02
333 sq ftGr. Area:

Unit 03
358 sq ftGr. Area:

Unit 08
407 sq ftGr. Area:

Unit 14
361 sq ftGr. Area:

Unit 15
333 sq ftGr. Area:

Unit 16
396 sq ftGr. Area:

Unit 09
407 sq ftGr. Area:

Unit 11
502 sq ftGr. Area:

Unit 10
450 sq ftGr. Area:

Unit 13
439 sq ftGr. Area:

Unit 12
499 sq ftGr. Area:

Unit 07
450 sq ftGr. Area:

Unit 06
564 sq ftGr. Area:

Unit 04
439 sq ftGr. Area:

Unit 01
396 sq ftGr. Area:

Unit 34
325 sq ftGr. Area:

Unit 31
359 sq ftGr. Area:

Unit 26
373 sq ftGr. Area:

Unit 20
359 sq ftGr. Area:

Unit 25
373 sq ftGr. Area:

Unit 23
431 sq ftGr. Area:

Unit 24
431 sq ftGr. Area:

Unti 21
423 sq ftGr. Area:

Unit 22
431 sq ftGr. Area:

Unit 27
431 sq ftGr. Area:

Unit 28
431 sq ftGr. Area:

Unit 29
431 sq ftGr. Area:

Unit 30
423 sq ftGr. Area:

Unit 18
460 sq ftGr. Area:

Unit 17
325 sq ftGr. Area:
10'-0"90'-0"
10'-0"90'-0"
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO

ELE ELE
1'-0" 200'-0" 1'-0"
37'-6" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6"
32'-6"25'-0"32'-6"
32'-6"25'-0"32'-6"
100'-0"
100'-0"
37'-6" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6"
200'-0"
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
UP
DN
2-HR. SHAFT
STAIR 1
06 06
07 0802
01 0403
02 01
04 03
8'-9"
7'-0"
8'-9"
7'-0"
CLO
3030 189 9 9
CLO
3030 189 9 9
PANEL
CLO
3030 189 9 9
3030 189 9 9
CLO
3030 189 9 9
CLO
1919
1-HR. CORR. 1-HR. CORR.
7'-0"
5'-0"
5'-0"
4'-6"4'-6"
7'-6"
5'-0"
7'-0"
5'-0"
5'-0" 4'-6"4'-6"
5'-6" 5'-6" 5'-0"5'-6"
5'-0" 1'-0" 5'-0"
1'-0"31'-6"12'-6"12'-6"10'-6"21'-0"1'-0"
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2 W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2 W4.1
A6.2
W4.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W5.1
A6.2
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
UP
DN
2-HR. SHAFT
STAIR 2
W5.1
A6.2
W4.1
A6.2
CLOCLO

BEDROOM

LIVING / DINING

LIVING / DINING
W4.1
A6.2
W-2
A6.2
W-2
A6.2
CLO

BEDROOM
CLO

BEDROOM
W-2
A6.2
1'-0"31'-6"12'-6"12'-6"12'-9"18'-9"1'-0"
W-2
A6.2

LIVING / DINING
W4.1
A6.2
W-2
A6.2
W5.1
A6.2
W4.1
A6.2
W3.1
A6.2
18 PANEL

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level 3, 5
Scale: 1/8" = 1'-0"
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.3 Floor Plan: Level
3, 5

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN

Page 144 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

Unit 33
488 sq ftGr. Area:
30 3018 999

LIVING / DINING
CLO

BEDROOM
CLO

BEDROOM

LIVING / DINING
W4.1
A6.2
W5.1
A6.2
W4.1
A6.2
Unit 19
625 sq ftGr. Area:

Unit 18
485 sq ftGr. Area:30 3018 999
Unit 02
333 sq ftGr. Area:

Unit 03
358 sq ftGr. Area:

Unit 08
404 sq ftGr. Area:

Unit 14
358 sq ftGr. Area:

Unit 15
333 sq ftGr. Area:

Unit 16
396 sq ftGr. Area:

Unit 09
407 sq ftGr. Area:

Unit 11
502 sq ftGr. Area:

Unit 10
450 sq ftGr. Area:

Unit 13
430 sq ftGr. Area:

Unit 12
497 sq ftGr. Area:

Unit 07
450 sq ftGr. Area:

Unit 06
564 sq ftGr. Area:

Unit 05
553 sq ftGr. Area:

Unit 04
430 sq ftGr. Area:

Unit 01
396 sq ftGr. Area:

Unit 34
325 sq ftGr. Area:

Unit 31
357 sq ftGr. Area:

Unit 27
373 sq ftGr. Area:

Unit 21
357 sq ftGr. Area:

Unit 26
373 sq ftGr. Area:

Unit 24
431 sq ftGr. Area:

Unit 25
431 sq ftGr. Area:

Unit 23
431 sq ftGr. Area:

Unit 28
431 sq ftGr. Area:

Unit 29
431 sq ftGr. Area:

Unit 30
431 sq ftGr. Area:

Unit 17
325 sq ftGr. Area:

Unit 22
373 sq ftGr. Area:

Unit 31
373 sq ftGr. Area:
10'-0"90'-0"
10'-0"90'-0"
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO

ELE ELE
1'-0" 200'-0" 1'-0"
37'-6" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6"
32'-6"25'-0"32'-6"
32'-6"25'-0"32'-6"
100'-0"
100'-0"
37'-6" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6"
200'-0"
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
5'-0"
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 2
06 06
07 0802
01 0403
02 01
04 03
8'-9"
7'-0"
8'-9"
7'-0"
CLO
3030 189 9 9
CLO
3030 189 9 9
PANEL
CLO
3030 189 9 9
CLO
3030 189 9 9
3030 189 9 9
CLO
3030 189 9 9
CLO
1919
1-HR. CORR. 1-HR. CORR.
7'-0"
5'-0"
5'-0"
4'-6"4'-6"
7'-6"
5'-0"
7'-0"
5'-0"
5'-0" 4'-6"4'-6"
5'-6" 5'-6" 5'-0"5'-6"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 1'-0" 5'-0"
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2 W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2 W4.1
A6.2
W4.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W5.1
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
CLO

BEDROOM

LIVING / DINING
CLO

LIVING / DINING
W4.1
A6.2 W4.1
A6.2
W5.1
A6.2
W4.1
A6.2

LIVING / DINING
W4.1
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
1'-0"31'-6"12'-6"12'-6"12'-6"19'-0"1'-0"
1'-0"31'-6"12'-6"12'-6"12'-9"18'-9"1'-0"
18 PANEL

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level 4, 6
Scale: 1/8" = 1'-0"
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.4 Floor Plan: Level
4, 6

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN

Page 145 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

Unit 16
463 sq ftGr. Area:

Unit 14
367 sq ftGr. Area:
3030 189 9 9
Unit 12
380 sq ftGr. Area:

Unit 13
395 sq ftGr. Area:

Unit 11
380 sq ftGr. Area:

Unit 18
366 sq ftGr. Area:

Unit 29
468 sq ftGr. Area:

Unit 19
375 sq ftGr. Area:

Unit 28
376 sq ftGr. Area:

Unit 24
376 sq ftGr. Area:

Unit 23
376 sq ftGr. Area:

Unit 21
376 sq ftGr. Area:

Unit 22
376 sq ftGr. Area:

Unit 20
376 sq ftGr. Area:

Unit 25
376 sq ftGr. Area:

Unit 26
376 sq ftGr. Area:

Unit 27
376 sq ftGr. Area:

Unit 06
331 sq ftGr. Area:

Unit 07
348 sq ftGr. Area:

Unit 09
331 sq ftGr. Area:

Unit 08
348 sq ftGr. Area:

Unit 10
382 sq ftGr. Area:

Unit 05
445 sq ftGr. Area:

Unit 04
439 sq ftGr. Area:

Unit 03
380 sq ftGr. Area:

Unit 15
327 sq ftGr. Area:

Unit 30
332 sq ftGr. Area:

Unit 31
327 sq ftGr. Area:

Unit 01
367 sq ftGr. Area:

Unit 02
395 sq ftGr. Area:
20'-0"80'-0"
10'-0"10'-0"22'-6"25'-0"32'-6"

ROOF DECK
3030 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
ELEELE
30 3018 999
CLO
COMMON

OPEN SPACE
Gr. Area: 483± sf
Net Area: 171± sf

ROOF DECK ROOF DECK
100'-0"
STOR.
100'-0"
1'-0" 200'-0" 1'-0"
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
3030 189 9 9
CLO
3030 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
3030 189 9 9
30 3018 999
CLO
3030 189 9 9
CLO
30 3018 999
CLO
CLO
3030 189 9 9
CLO
CLO

DS DS DS
37'-6" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6"
200'-0"
12'-6" 25'-0" 12'-6" 38'-6" 23'-0" 38'-6" 12'-6" 37'-6" 5'-0"Gr. Area: 131± sf Gr. Area: 197± sf Gr. Area: 197± sf UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 2
06 06
07 0802
01 0403
02 01
04 03
1616
050505
05 8'-9"
7'-0"
8'-9"
7'-0"
CLO
3030 189 9 9
CLO
3030 189 9 9
3030 189 9 9
CLO
PANEL
CLO
3030 189 9 9
PANEL
CLO
3030 189 9 9
3030 189 9 9
CLO
16161616
20'-0"75'-0"5'-0"
10'-0"10'-0"22'-6"25'-0"27'-6"
1919
1-HR. CORR. 1-HR. CORR.
7'-0"
5'-0"
5'-0"
4'-6"4'-6"
7'-6"
5'-0"
7'-0"
5'-0"
5'-0" 4'-6"5'-0"
5'-6" 5'-6" 5'-6" 5'-0"
12'-6" 25'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 25'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE
DS

TOTAL PRIVATE OPEN SPACE
GR. AREA: 1,864± S.F.

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACEPRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W4.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2 W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2 W4.1
A6.2
W4.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W5.1
A6.2
W4.1
A6.2
30 3018 999
CLO
W4.1
A6.2
W5.1
A6.2
W4.1
A6.2
CLOCLO

BEDROOM

LIVING / DINING
LIVING / DINING W4.1
A6.2
12'-6"12'-6"10'-6"21'-0"1'-0"
W-2
A6.2
W4.1
A6.2
W-2
A6.2
W-2
A6.2
18W3.1
A6.2
W4.1
A6.2
5'-0"

LANDSCAPE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACEPRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE
RD
2% 2%
2%2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
RD
2% 2%
2% 2%
DS DS
OD
CO
CO

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level 7
Scale: 1/8" = 1'-0"
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.5 Floor Plan: Level 7

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN

Page 146 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

ROOF BELOW

ROOF BELOW
10'-0"10'-0"47'-6"27'-6"
20'-0"75'-0"5'-0"
100'-0"
20'-0"80'-0"
DN

UNOCCUPIED ROOF

BOILER LOCATION

PLANTER

ROOF BELOW ROOF BELOW

SOLAR READY AREA
100'-0"

COMMON OPEN SPACE
Gr. Area: 4,721± sf (inch landscaping)
Net Area: 1,636± sf (109 Occupants)
200'-0"
DN
07 0802
01 02
01 16 16
16 04
03 14'-6"9'-3"12'-6"
12'-3" 150'-3" 37'-6"
10'-0"10'-0"55'-0"25'-0"
45'-9"
W-2
A6.2
W-3
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
W-1
A6.2
BACKUP

BATTERY

LANDSCAPE

PLANTER
W-1
A6.2
W-1
A6.2
04 03 2-HR. SHAFT
STAIR 1
2-HR. SHAFT
STAIR 2
THE TOTAL AREA OF ROOF: 14,820± SF
15% OF THE AREA: 2,223± SF
AREA OF SOLAR READY: 4,225± SF

PLANTER

UNOCCUPIED ROOF
71'-0"
06 8'-9"
7'-0"
ELE
06 8'-9"
7'-0"
ELE
5'-6"22'-6"
2-HR. SHAFT BELOW, TYP.
2-HR. SHAFT BELOW, TYP.
7'-0"20'-0"17'-9"8'-0"27'-9"9'-0"8'-0"
9'-0"5'-0"6'-0"15'-9"6'-0"6'-0"9'-3"
5'-6" 5'-6" 4'-0" 6'-0" 20'-6" 7'-0" 11'-6" 10'-0" 6'-0" 7'-3" 19'-9" 5'-6"8'-0"6'-0"13'-3"7'-0"7'-6"15'-3"
10'-0"5'-0"7'-9"

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level Roof
Scale: 1/8" = 1'-0"
NOTE: THE OPEN SPACE IS EXCLUSIVELY

USED BY RESIDENTS ONLY
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.6 Floor Plan: Roof

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN

Page 147 of 224 ends

WALL RATING LEGEND:

STRUCTURAL CONCRETE WALL OR COLUMN.
3-HOUR MINIMUM FIRE-RATING.

NOTE: DRAWING(S) SHOWN ON THIS SHEET MAY NOT USE ALL WALL RATING LINES SHOWN IN LEGEND.

NOTE: ALL PERMANENT PARTITIONS ARE MINIMUM 1-HOUR FIRE
RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE.

ROOF BELOW

ROOF BELOW
10'-0"10'-0"47'-6"27'-6"
20'-0"75'-0"5'-0"
100'-0"
20'-0"80'-0"
DN

UNOCCUPIED ROOF

BOILER LOCATION

PLANTER

ROOF BELOW ROOF BELOW

SOLAR READY AREA
100'-0"

COMMON OPEN SPACE
Gr. Area: 4,721± sf (inch landscaping)
Net Area: 1,636± sf (109 Occupants)
200'-0"
DN
14'-6"9'-3"12'-6"
12'-3" 150'-3" 37'-6"
10'-0"10'-0"55'-0"25'-0"
45'-9"
BACKUP

BATTERY

LANDSCAPE

PLANTER
2-HR. SHAFT
STAIR 1
2-HR. SHAFT
STAIR 2
THE TOTAL AREA OF ROOF: 14,820± SF
15% OF THE AREA: 2,223± SF
AREA OF SOLAR READY: 4,225± SF

PLANTER

UNOCCUPIED ROOF
71'-0"
8'-9"
7'-0"
ELE
8'-9"
7'-0"
ELE
5'-6"22'-6"
2-HR. SHAFT BELOW, TYP.
2-HR. SHAFT BELOW, TYP.
7'-0"20'-0"17'-9"8'-0"27'-9"9'-0"8'-0"
9'-0"5'-0"6'-0"15'-9"6'-0"6'-0"9'-3"
5'-6" 5'-6" 4'-0" 6'-0" 20'-6" 7'-0" 11'-6" 10'-0" 6'-0" 7'-3" 19'-9" 5'-6"8'-0"6'-0"13'-3"7'-0"7'-6"15'-3"
10'-0"5'-0"7'-9"
DS
RD
2%
2%
2%
2%
RD
2%
2%
2%
2%
RD
2%
2%
2%
2%
RD
2%
2%
2%
2%
RD
2%
2%
2%
2%
RD
2%
2%
2%
2%

PDPDPDPD
PD
PD
PD

PD PD PD PD
PD
PD
PD
PD
PD
PD
DS
PD PD
PD
PDPD
DS
DS
RD
2%
2%
2%
2%
2%2%
DS
STAIR ROOF STAIR ROOFELEV.

ROOF
ELEV.

ROOF

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO
B
C
D
A
2 3 4 5 61
B
C
D
A
Floor Plan: Level Roof
Scale: 1/8" = 1'-0"
NOTE: THE OPEN SPACE IS EXCLUSIVELY

USED BY RESIDENTS ONLY
PLAN KEY NOTES:

MIN. 8'-2" VERTICAL CLR. FROM THE FLOOR TO

THE LOWEST CEILING PROJECTION PER VAN

ACCESSIBLE
11" MIN. RUN, 7" MAX. RISE, PROV. CONT. STAIR
HANDRAIL BOTH SIDES @ 34"-36" ABV. STAIR
NOSINGS, TYP.
01 11
PROV. ILLUMINATED EXIT SIGN W/ BACKUP

BATTERY POWER
PROV. CLASS 1 WET STANDPIPE PER NFPA 14
& SFFD AB 4.06, SEE SPRINKLER PLAN FOR

DETAILS & EXACT LOCATION
PROV. STAIR IDENTIFICATION PER CBC
02 03
04 PROV. OPEN METAL GUARDRAIL W/ OPENINGS
LESS THAN 4", OR SAFETY GLASS GUARDRAIL,
42" HIGH MIN., TYP.

PROV. 2-WAY COMMUNICATION W/ 90 MIN.

BACK UP POWER
ELEVATOR TO COMPLY W/ CBC SEC. 1124A.1, &
SEC 3002.4 TO ACCOMMODATE 24" X 84"
GURNEY IN HORIZONTAL POSITION;

ALL INTERIOR RAMPS SHALL COMPLY W/ SEC.
1122A, SEE SHEET A5.2

BATHROOMS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1134A

ALL KITCHENS IN RESIDENTIAL UNITS SHALL
COMPLY WITH SEC. 1133A
1-HR FIRE RATED PARAPET, 42" HIGH MIN.
05 06
07 08
09 10
12 14
16 1-HR. FIRE RATED FLOOR-CEILING / 1-HR. FIRE

RATED ROOF
15 THE COOKING RANGE W/ STUDIO UNITS SHALL
BE ELECTRIC. GAS APPLIANCE SHALL NOT BE
INSTALLED IN SLEEPING AREAS.
13 SOUND WALL WITH LANDSCAPING (GREEN

WALL) AT PROPERTY LINE
17 2-HR. SHAFT FOR GARAGE, TRASH ROOM, ETC.18
2-HR. SHAFTS FOR CORR. VENT, TYP.19
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-2.7 Floor Plan: Roof
Drainage

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

TRUE PLAN

Page 148 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-3.1 Building Elevation
(South)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
Proposed Front Elevation (South)
Scale: 1/8" = 1'-0"
2nd F.F.
129'-0"
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
(GRANTED PER STATE DENSITY BONUS)
Garage F.F.
116'-0"
Cntr. P.L.
+119.08'
2321

SIGNAGE

SIGNAGE
PASADENA ST.

CASTILLO ST.
69'-11"±
36'-0" 33'-11"
10'-0"73'-0"±
70'-7"±
11'-7"±
FACADE MATERIALS KEY NOTES:
01 02
03 04
05 06
07 08
11 09
10 BLACK ANODIZED ALUMINUM WINDOW,
W/ LOW E CLR. GLASS, TYP.

BLACK ANODIZED ALUMINUM PATIO
DOOR W/ CLR. GLASS, TYP.

HORIZONTAL SIDING, TYP.

CONTROL JOINTS, TYP.

SMOOTH FIBER CEMENT BOARD
FLAT METAL PANEL, TYP.

ALUMINUM STORE FRONT
EXT. CEMENT PLASTER FINISH
42" HIGH PARAPET WALL AT PROPERTY
LINE

ALUMINUM ENTRY DOOR
CONCRETE BLINDWALL, TYP.

SAFETY GLASS RAIL / PAINTED METAL
GUARDRAILS, 42" HIGH MIN. AFF., TYP.
12 13 METAL AWINING, TYP.
02 07
01 06
08 02
07 12
13 06
05

Page 149 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-3.2 Building Elevation
(North)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
Garage F.F.
115'-6"
2nd F.F.
129'-0"
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Proposed Rear Elevation (North)
Scale: 1/8" = 1'-0"
PASADENA ST.

CASTILLO ST.
79'-4"±
61'-2"±
02 07
01 01
02 11
06 FACADE MATERIALS KEY NOTES:
01 02
03 04
05 06
07 08
11 09
10 BLACK ANODIZED ALUMINUM WINDOW,
W/ LOW E CLR. GLASS, TYP.

BLACK ANODIZED ALUMINUM PATIO
DOOR W/ CLR. GLASS, TYP.

HORIZONTAL SIDING, TYP.

CONTROL JOINTS, TYP.

SMOOTH FIBER CEMENT BOARD
FLAT METAL PANEL, TYP.

ALUMINUM STORE FRONT
EXT. CEMENT PLASTER FINISH
42" HIGH PARAPET WALL AT PROPERTY
LINE

ALUMINUM ENTRY DOOR
CONCRETE BLINDWALL, TYP.

SAFETY GLASS RAIL / PAINTED METAL
GUARDRAILS, 42" HIGH MIN. AFF., TYP.
12 13 METAL AWINING, TYP.
07

Page 150 of 224 ends

3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Garage F.F.
116'-0"
Proposed Left Elevation (West)
Scale: 1/8" = 1'-0"

GENEVA AVE
2nd F.F.
129'-0"
Cntr. P.L.
+119.08'
10'-4"±
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Proposed Right Elevation (East)
Scale: 1/8" = 1'-0"
2nd F.F.
129'-0"
Garage F.F.
116'-0"
Cntr. P.L.
+119.08'

GENEVA AVE
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-3.3 Building Elevations
(East, West)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
09 02
01 09
06 02
01 06
08 FACADE MATERIALS KEY NOTES:
01 02
03 04
05 06
07 08
11 09
10 BLACK ANODIZED ALUMINUM WINDOW,
W/ LOW E CLR. GLASS, TYP.

BLACK ANODIZED ALUMINUM PATIO
DOOR W/ CLR. GLASS, TYP.

HORIZONTAL SIDING, TYP.

CONTROL JOINTS, TYP.

SMOOTH FIBER CEMENT BOARD
FLAT METAL PANEL, TYP.

ALUMINUM STORE FRONT
EXT. CEMENT PLASTER FINISH
42" HIGH PARAPET WALL AT PROPERTY
LINE

ALUMINUM ENTRY DOOR
CONCRETE BLINDWALL, TYP.

SAFETY GLASS RAIL / PAINTED METAL
GUARDRAILS, 42" HIGH MIN. AFF., TYP.
12 13 METAL AWINING, TYP.
12 08
13 13

Page 151 of 224 ends

2nd F.F.
129'-0"
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Proposed Building Section A
Scale: 1/8" = 1'-0"
Garage F.F.
115'-6"
Cntr. P.L.
+119.08'

RESIDENTIAL

RESIDENTIAL RESIDENTIAL

OPEN SPACE

GENEVA AVENUE
36'-0" (GRANTED PER STATE DENSITY BONUS)
(E) AVG. GRADE @

CNTR OF PROPERTY
GARAGE
GF
LF
UF
OKFFB
Free
Space
Free
Space

OPEN SPACE
GF
LF
UF
OKFFB
Free
Space
Free
Space
18'-11" 26'-10" 18'-3"
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"
19'-9"±
12" CONCRETE
SLAB 3-HR. RATED
8" CONCRETE
SLAB 3-HR. RATED
C-1
A6.2
C-1
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
33'-11"
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
6' HIGH SOUND WALL

W/ LANDSCAPING
C-1
A6.2
C-1
A6.2
C-1
A6.2 W-2
A6.2
TYPE "III-A"TYPE "I-B"
6'-0"13'-6"5'-9"
LOBBY
9'-0"
69'-11"±
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-4.1 Building Section A

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 152 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-4.2 Building Section B

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
2nd F.F.
129'-0"
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Proposed Building Section B
Scale: 1/8" = 1'-0"
Garage F.F.
115'-6"
Cntr. P.L.
+119.08'

RESIDENTIAL

RESIDENTIAL RESIDENTIAL

RESIDENTIAL RESIDENTIAL
OPEN
SPACE

GENEVA AVENUE
36'-0"
(GRANTED PER STATE DENSITY BONUS)
GARAGE

COMMERCIAL A
GF
LF
UF
OKFFB
Free
Space
Free
Space
6'-0"13'-6"5'-9"
GF
LF
UF
OKFFB
Free
Space
Free
Space
18'-11" 26'-10" 18'-3"
12" CONCRETE SLAB
3-HR. RATED
8" CONCRETE SLAB
3-HR. RATED

OPEN SPACE
C-1
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2

OPEN SPACE
33'-11"
TYPE "III-A"TYPE "I-B"
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"
17'-0"

±122'-0"
6' HIGH SOUND WALL

W/ LANDSCAPING
69'-11"±

Page 153 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-4.3 Building Section C

RESIDENTIAL

OPEN SPACE
PASADENA ST.

GARAGE
CASTILLO ST.

Proposed Building Section C
Scale: 1/8" = 1'-0"
TYPE "III-A"TYPE "I-B"

RESIDENTIAL
12" CONCRETE
SLAB 3-HR. RATED
8" CONCRETE
SLAB 3-HR. RATED
C-1
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
W-2
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
C-1
A6.2
10%±
9'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"

Page 154 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-5.1 Exiting Diagram
(Level 1)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
GENEVA AVENUE (113' WIDE)
ADA

RESTROOM
CASTILLO STREET (60' WIDE)
8079 81 82
PASADENA STREET (60' WIDE)
DN
UP
DN
LOBBY
1-HR.

TBTVBEBEB
POLE
TSBSL
SLB
WM
FH
GV
SLB
EB
SIGN
WM
SIGN
WMTB
FH
ELEELE
ELEC. PANELS
2 1
ADA

RESTROOM
STOR.

ADA

RESTROOM
2-HR. SHAFT
STAIR 1
STOR.

DN
ADA

RESTROOM
ADA

RESTROOM
2-HR. SHAFT
STAIR 2
KICHEN

AREAKICHEN
AREA
BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6
(55 PARKING COMPACT STALLS)
KLAUS TREND VARIO 4300
(23 PARKING COMPACT STALLS)
KLAUS TREND VARIO 4300
BAY 7 BAY 8 BAY 9 BAY 10 BAY 11 BAY 12 BAY 13 BAY 14 BAY 15 BAY 16 BAY 17 BAY 18 BAY 19 BAY 27 BAY 26 BAY 25 BAY 24 BAY 23 BAY 22 BAY 21 BAY 20 EV SPACES SHALL COMPLY WITH SEC.

4.106.4.2, TO FACILITATE FUTURE

INSTALLATION AND USE OF EV
CHARGERS. ELECTRIC VEHICLE SUPPLY

EQUIPMENT (EVSE) SHALL BE INSTALLED

IN ACCORDANCE WITH THE CALIFORNIA
ELECTRICAL CODE, ARTICLE 625.

LEVEL 1
EV READYLEVEL 2 EV READY
(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)
LEVEL 2

EV READY
LEVEL 1

EV READY
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 200
54 2
GARAGE: 10,569± SF
LONGEST DIAGONAL: 223'-1"
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
M 30
65 2
COMMERICAL SPACE A:
1,950± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
R-2 15
49 1
COMMUNITY RM: 741± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
STORAGE: 144± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
M 30
48 1
COMMERICAL SPACE B: 1,426± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
2 1
TRASH RM: 525± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
2 1
TOTAL ELEC RM: 589± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
R-2 200
3 1
RENTAL OFFICE: 669± SF
(GARAGE) LONGEST DIAGONAL: 204'-6"
1/3 OF DIAGONAL: 68'-2"
(GARAGE) 146'-6"
(COMMERCIAL A) LONGEST DIAGONAL74'-10"
1/3 OF DIAGONAL: 25'
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
MECH / ERRCS RM: 318± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 200
1 1
PACKAGE RM: 227± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
R-2 200
4 1
LOBBY: 822± SF
DR-1
DR-2
120''-6"

TRAVEL DISTANCE
EXIT SEPARATION: 108'-9"
DR-3
66''-0"

TRAVEL DISTANCE
83''-9"

TRAVEL DISTANCE
01 01
04 04
03 05
02 03
0302
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
STORAGE: 159± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
STORAGE:132± SF
5'-0"
4'-0"
4'-0"
03 (COMMERCIAL A) 27'-9"
Exiting Diagram: Level 1
Scale: 1/8" = 1'-0"
Exiting Diagram: Level 1
Scale: 1/8" = 1'-0"
NOTES:

GROSS FLOOR AREA IS TAKEN TO:
-OUTSIDE OF EXTERIOR WALLS
-CENTER LINE OF DEMISING WALLS
-CENTER LINE OF CORRIDOR WALS
# OF OCCS.

OCC. LOAD
FACTOR
GROSS
FLOOR
AREA (S.F.)
TOTAL 231

OCCUPANT USE
4 200822
525TRASH ROOM 2
589ELEC. ROOM 2
300
300

OCCUPANCY
GROUP
R-2
S-2
S-2

OCCUPANT LOAD CALCULATION
669LEASING OFFICE 3 200 R-2
10,569GARAGE 53 200 S-2
318MECH/ERRCS RM 1 300 S-2
LOBBY
49 15741 R-2COMMUNITY RM
1 300142 S-2UPS STOR RM
65 301,950 MCOMMERCIAL A
48 301,426 MCOMMERCIAL B
227PACKAGE ROOM 1 300 S-2

STAIR WIDTH

EXIT DOOR WIDTH
DOOR # WIDTH
DR-1 6'-0"
TOTAL 9'-0"
TOTAL EXIT WIDTH REQUIRED:
231 OCCUPANTS X 0.2" PER OCCUPANT = 46.0" (3.85')
TOTAL EXIT WIDTH PROVIDED PER DOOR: 9'-0"
9'-0" > 3.85'
DR-2 3'-0"

STAIRS ARE NOT USED AS EXIT BY OCCUPANTS OF
THIS LEVEL. THEY SERVE ONLY THE LEVELS ABOVE.

DISCHARGING DIRECTLY TO THE PUBLIC WAY AT THIS
LEVEL.

TRAVEL DISTANCE (M)
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
83'-9"
250'-0"
TRAVEL DISTANCE (S-2)
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
120'-6"
400'-0"
1 300159 S-2STORAGE RM
1 300132 S-2STORAGE RM

ACCESSIBLE ROUTE

DISTANCE BETWEEN EXITS

DIAGONAL LENGTH OF SPACE

EXITING LEGEND

TRAVEL DISTANCE

EXIT DISCHARGE

SOLID CORE DOOR

W/ SELF CLOSURE
& SMOKE GASKET
01 02
03 04
05 FIRE DOOR SCHEDULE
90 MIN.
90 MIN.
20 MIN.
20 MIN.
20 MIN.

SIZE FIRE RATED CONFIGURATION
3'-6" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-6" x 7'-0"
6'-0" X 7'-0"
KEY #

Page 155 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-5.2 Exiting Diagram
(Level 2)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
Unit 13
443 sq ftGr. Area:

Unit 05
559 sq ftGr. Area:

Unit 11
499 sq ftGr. Area:

Unit 12
498 sq ftGr. Area:

Unit 08
411 sq ftGr. Area:

Unit 14
357 sq ftGr. Area:

Unit 15
330 sq ftGr. Area:

Unit 16
392 sq ftGr. Area:

Unit 09
411 sq ftGr. Area:

Unit 10
449 sq ftGr. Area:

Unit 07
446 sq ftGr. Area:

Unit 06
558 sq ftGr. Area:

Unit 04
411 sq ftGr. Area:

Unit 03
462 sq ftGr. Area:

Unit 02
327 sq ftGr. Area:

Unit 18
327 sq ftGr. Area:

Unit 17
327 sq ftGr. Area:

Unit 01
390 sq ftGr. Area:

PASADENA STREET (60' WIDE)
GENEVA AVENUE (113' WIDE)
WM
FH
SIGN
148-BIKE ROOM52-BIKE ROOM

ELE ELE
2-HR. SHAFT
STAIR 2DN
1-HR. CORR. 1-HR. CORR.
2-HR. SHAFT
STAIR 1
UP
DN UP
DN

FLOW THROUGHT PLANTER
EXIT SEPARATION: 131'-10"
57'-10"

TRAVEL DISTANCE
DR-2
DR-1
01 01
02 02
LONGEST DIAGONAL: 218'-11"
1/3 OF DIAGONAL: 73'-5"
94'-8"

TRAVEL DISTANCE
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
4 1
BIKE RM: 1,154± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
BIKE RM: 476± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
PUMP RM: 327± SF
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
S-2 300
1 1
UTILITIES RM:
193± SF

PANELPANEL
68''-5"

TRAVEL DISTANCE
4'-0" 4'-0"
4'-0"
5'-0"
4'-0" 4'-0" 03
03 03
03 03
03 03
03 03
03 03
03 03
03 03 03
0303
03 03
03 03 03 03
7'-0"
7'-0"
57'-0"

TRAVEL DISTANCE

FLOW THROUGHT PLANTER

OCCUPIED
Exiting Diagram: Level 2
Scale: 1/8" = 1'-0"
Exiting Diagram: Level 2
Scale: 1/8" = 1'-0"

STAIR WIDTH
STAIR # WIDTH
1 2
4'-0"
4'-0"
TOTAL 8'-0"
TOTAL EXIT WIDTH REQUIRED:
59 OCCUPANTS X 0.3" PER OCCUPANT = 17.7"
TOTAL EXIT WIDTH PROVIDED: 8'-0"
8'-0" > 17.7"

EXIT DOOR WIDTH
DOOR # WIDTH
DR-1 3'-0"
TOTAL 6'-0"
TOTAL EXIT WIDTH REQUIRED:
59 OCCUPANTS X 0.2" PER OCCUPANT = 11.8"
TOTAL EXIT WIDTH PROVIDED PER DOOR: 6'-0"
6'-0" > 11.8"
DR-2 3'-0"
# OF OCCS.

OCC. LOAD
FACTOR
FLOOR
AREA S.F. *OCCUPANT USE
52 20010,42418 STUDIOS
RESIDENTIAL:

OCCUPANCY
GROUP
R-2

OCCUPANT LOAD CALCULATION
TOTAL 59
NOTES:

GROSS FLOOR AREA IS TAKEN TO:
-OUTSIDE OF EXTERIOR WALLS
-CENTER LINE OF DEMISING WALLS
-CENTER LINE OF CORRIDOR WALS

TRAVEL DISTANCE
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
94'-4"
250'-0"
5 3001,630BIKE ROOM S-2
2 300645FIRE PUMP /

UTILITIES RM
S-2

ACCESSIBLE ROUTE

DISTANCE BETWEEN EXITS

DIAGONAL LENGTH OF SPACE

EXITING LEGEND

TRAVEL DISTANCE

EXIT DISCHARGE

SOLID CORE DOOR

W/ SELF CLOSURE
& SMOKE GASKET
01 02
03 04
05 FIRE DOOR SCHEDULE
90 MIN.
90 MIN.
20 MIN.
20 MIN.
20 MIN.

SIZE FIRE RATED CONFIGURATION
3'-6" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-6" x 7'-0"
6'-0" X 7'-0"
KEY #

Page 156 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-5.3 Exiting Diagram
(Level 3, 5)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
Unit 32
625 sq ftGr. Area:

Unit 33
488 sq ftGr. Area:

Unit 19
653 sq ftGr. Area:

Unit 05
558 sq ftGr. Area:

Unit 02
333 sq ftGr. Area:

Unit 03
358 sq ftGr. Area:

Unit 08
407 sq ftGr. Area:

Unit 14
361 sq ftGr. Area:

Unit 15
333 sq ftGr. Area:

Unit 16
396 sq ftGr. Area:

Unit 09
407 sq ftGr. Area:

Unit 11
502 sq ftGr. Area:

Unit 10
450 sq ftGr. Area:

Unit 13
439 sq ftGr. Area:

Unit 12
499 sq ftGr. Area:

Unit 07
450 sq ftGr. Area:

Unit 06
564 sq ftGr. Area:

Unit 04
439 sq ftGr. Area:

Unit 01
396 sq ftGr. Area:

Unit 34
325 sq ftGr. Area:

Unit 31
359 sq ftGr. Area:

Unit 26
373 sq ftGr. Area:

Unit 20
359 sq ftGr. Area:

Unit 25
373 sq ftGr. Area:

Unit 23
431 sq ftGr. Area:

Unit 24
431 sq ftGr. Area:

Unti 21
423 sq ftGr. Area:

Unit 22
431 sq ftGr. Area:

Unit 27
431 sq ftGr. Area:

Unit 28
431 sq ftGr. Area:

Unit 29
431 sq ftGr. Area:

Unit 30
423 sq ftGr. Area:

Unit 18
460 sq ftGr. Area:

Unit 17
325 sq ftGr. Area:

ELE ELE
UP
DN
2-HR. SHAFT
STAIR 1
1-HR. CORR. 1-HR. CORR.

UP
DN
2-HR. SHAFT
STAIR 2
EXIT SEPARATION: 103'-1"
94'-9"

TRAVEL DISTANCE
DR-2DR-1
01 01
02 02
LONGEST DIAGONAL: 220'-3"
1/3 OF DIAGONAL: 73'-5"
82'-3"

TRAVEL DISTANCE
94'-8"

TRAVEL DISTANCE
4'-0" 4'-0"
5'-0"
5'-0"
4'-0"
4'-0" 4'-0"
5'-0"
4'-0"
03 03
03 03
03 03
03 03
03 03
03 03 03
03 03
03 030303030303030303
0303
03 03
0303
03 03
03 03
7'-0"
7'-0"
85'-2"

TRAVEL DISTANCE
03 Exiting Diagram: Level 3, 5
Scale: 1/8" = 1'-0"
Exiting Diagram: Level 3, 5
Scale: 1/8" = 1'-0"

STAIR WIDTH
STAIR # WIDTH
1 2
4'-0"
4'-0"
TOTAL 8'-0"
TOTAL EXIT WIDTH REQUIRED:
88 OCCUPANTS X 0.3" PER OCCUPANT = 26.4"
TOTAL EXIT WIDTH PROVIDED: 8'-0"
8'-0" > 26.4"

EXIT DOOR WIDTH
DOOR # WIDTH
DR-1 3'-0"
TOTAL 6'-0"
TOTAL EXIT WIDTH REQUIRED:
88 OCCUPANTS X 0.2" PER OCCUPANT = 17.6"
TOTAL EXIT WIDTH PROVIDED PER DOOR: 6'-0"
6'-0" > 17.6"
DR-2 3'-0"
# OF OCCS.

OCC. LOAD
FACTOR
FLOOR
AREA S.F. *OCCUPANT USE
88 20017,69736 STUDIOS
RESIDENTIAL:

OCCUPANCY
GROUP
R-2

OCCUPANT LOAD CALCULATION
TOTAL 88
NOTES:

GROSS FLOOR AREA IS TAKEN TO:
-OUTSIDE OF EXTERIOR WALLS
-CENTER LINE OF DEMISING WALLS
-CENTER LINE OF CORRIDOR WALS

TRAVEL DISTANCE
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
94'-9"
250'-0"

ACCESSIBLE ROUTE

DISTANCE BETWEEN EXITS

DIAGONAL LENGTH OF SPACE

EXITING LEGEND

TRAVEL DISTANCE

EXIT DISCHARGE

SOLID CORE DOOR

W/ SELF CLOSURE
& SMOKE GASKET
01 02
03 04
05 FIRE DOOR SCHEDULE
90 MIN.
90 MIN.
20 MIN.
20 MIN.
20 MIN.

SIZE FIRE RATED CONFIGURATION
3'-6" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-6" x 7'-0"
6'-0" X 7'-0"
KEY #

Page 157 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-5.4 Exiting Diagram
(Level 4, 6)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
Unit 32
625 sq ftGr. Area:

Unit 33
488 sq ftGr. Area:

Unit 19
625 sq ftGr. Area:

Unit 18
485 sq ftGr. Area:

Unit 02
333 sq ftGr. Area:

Unit 03
358 sq ftGr. Area:

Unit 08
404 sq ftGr. Area:

Unit 14
358 sq ftGr. Area:

Unit 15
333 sq ftGr. Area:

Unit 16
396 sq ftGr. Area:

Unit 09
407 sq ftGr. Area:

Unit 11
502 sq ftGr. Area:

Unit 10
450 sq ftGr. Area:

Unit 13
430 sq ftGr. Area:

Unit 12
497 sq ftGr. Area:

Unit 07
450 sq ftGr. Area:

Unit 06
564 sq ftGr. Area:

Unit 05
553 sq ftGr. Area:

Unit 04
430 sq ftGr. Area:

Unit 01
396 sq ftGr. Area:

Unit 34
325 sq ftGr. Area:

Unit 31
357 sq ftGr. Area:

Unit 27
373 sq ftGr. Area:

Unit 21
357 sq ftGr. Area:

Unit 26
373 sq ftGr. Area:

Unit 24
431 sq ftGr. Area:

Unit 25
431 sq ftGr. Area:

Unit 23
431 sq ftGr. Area:

Unit 28
431 sq ftGr. Area:

Unit 29
431 sq ftGr. Area:

Unit 30
431 sq ftGr. Area:

Unit 17
325 sq ftGr. Area:

Unit 22
373 sq ftGr. Area:

Unit 31
373 sq ftGr. Area:

ELE ELE
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 2
1-HR. CORR. 1-HR. CORR.

EXIT SEPARATION: 103'-1"
94'-8"

TRAVEL DISTANCE
DR-2DR-1
01 01
02 LONGEST DIAGONAL: 220'-3"
1/3 OF DIAGONAL: 73'-5"
82'-2"

TRAVEL DISTANCE
94'-8"

TRAVEL DISTANCE
4'-0" 4'-0"
5'-0"
5'-0"
4'-0"
4'-0" 4'-0"
5'-0"
4'-0"
01 01
02 03
03 03
03 03 03
03 03
03 03
03 03 03
03 03
03 030303030303030303
03 03
03 0303
03 03
03 03
7'-0"
7'-0"
03 82'-3"

TRAVEL DISTANCE
03 Exiting Diagram: Level 4, 6
Scale: 1/8" = 1'-0"
Exiting Diagram: Level 4, 6
Scale: 1/8" = 1'-0"

STAIR WIDTH
STAIR # WIDTH
1 2
4'-0"
4'-0"
TOTAL 8'-0"
TOTAL EXIT WIDTH REQUIRED:
88 OCCUPANTS X 0.3" PER OCCUPANT = 26.4"
TOTAL EXIT WIDTH PROVIDED: 8'-0"
8'-0" > 26.4"

EXIT DOOR WIDTH
DOOR # WIDTH
DR-1 3'-0"
TOTAL 6'-0"
TOTAL EXIT WIDTH REQUIRED:
88 OCCUPANTS X 0.2" PER OCCUPANT = 17.6"
TOTAL EXIT WIDTH PROVIDED PER DOOR: 6'-0"
6'-0" > 17.6"
DR-2 3'-0"
# OF OCCS.

OCC. LOAD
FACTOR
FLOOR
AREA S.F. *OCCUPANT USE
88 20017,61336 STUDIOS
RESIDENTIAL:

OCCUPANCY
GROUP
R-2

OCCUPANT LOAD CALCULATION
TOTAL 88
NOTES:

GROSS FLOOR AREA IS TAKEN TO:
-OUTSIDE OF EXTERIOR WALLS
-CENTER LINE OF DEMISING WALLS
-CENTER LINE OF CORRIDOR WALS

TRAVEL DISTANCE
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
94'-8"
250'-0"

ACCESSIBLE ROUTE

DISTANCE BETWEEN EXITS

DIAGONAL LENGTH OF SPACE

EXITING LEGEND

TRAVEL DISTANCE

EXIT DISCHARGE

SOLID CORE DOOR

W/ SELF CLOSURE
& SMOKE GASKET
01 02
03 04
05 FIRE DOOR SCHEDULE
90 MIN.
90 MIN.
20 MIN.
20 MIN.
20 MIN.

SIZE FIRE RATED CONFIGURATION
3'-6" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-6" x 7'-0"
6'-0" X 7'-0"
KEY #

Page 158 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-5.5 Exiting Diagram
(Level 7)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
Unit 17
658 sq ftGr. Area:

Unit 16
463 sq ftGr. Area:

Unit 14
367 sq ftGr. Area:

Unit 12
380 sq ftGr. Area:

Unit 13
395 sq ftGr. Area:

Unit 11
380 sq ftGr. Area:

Unit 18
366 sq ftGr. Area:

Unit 29
468 sq ftGr. Area:

Unit 19
375 sq ftGr. Area:

Unit 28
376 sq ftGr. Area:

Unit 24
376 sq ftGr. Area:

Unit 23
376 sq ftGr. Area:

Unit 21
376 sq ftGr. Area:

Unit 22
376 sq ftGr. Area:

Unit 20
376 sq ftGr. Area:

Unit 25
376 sq ftGr. Area:

Unit 26
376 sq ftGr. Area:

Unit 27
376 sq ftGr. Area:

Unit 06
331 sq ftGr. Area:

Unit 07
348 sq ftGr. Area:

Unit 09
331 sq ftGr. Area:

Unit 08
348 sq ftGr. Area:

Unit 10
382 sq ftGr. Area:

Unit 05
445 sq ftGr. Area:

Unit 04
439 sq ftGr. Area:

Unit 03
380 sq ftGr. Area:

Unit 15
327 sq ftGr. Area:

Unit 30
332 sq ftGr. Area:

Unit 31
327 sq ftGr. Area:

Unit 01
367 sq ftGr. Area:

Unit 02
395 sq ftGr. Area:

ROOF DECK
ELEELE

ROOF DECK ROOF DECK
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 2
1-HR. CORR. 1-HR. CORR.

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACEPRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

LANDSCAPE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE

PRIVATE

OPEN SPACEPRIVATE

OPEN SPACE

PRIVATE

OPEN SPACE
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
R-2 15
11 1
OPEN SPACE:

NET 171± SF
EXIT SEPARATION: 103'-1"
95'-3"

TRAVEL DISTANCE
DR-2DR-1
01 01
02 02
LONGEST DIAGONAL: 220'-3"
1/3 OF DIAGONAL: 73'-5"
59''-10"

TRAVEL DISTANCE
95'-8"

TRAVEL DISTANCE
59''-10"

TRAVEL DISTANCE
59''-4"

TRAVEL DISTANCE
85'-2"

TRAVEL DISTANCE
46'-0"

TRAVEL DISTANCE
79'-6"

TRAVEL DISTANCE
61'-9"

TRAVEL DISTANCE
4'-0" 4'-0"
5'-0"
5'-0"
4'-6"
4'-0" 4'-0"
5'-0" 4'-6"
03 03
03 03 03
0303
03 03
03 03
03 03
03 03
0303
030303030303030303
03 03
03 03
03 0303
03 03
03 03
7'-0"
7'-0"
Exiting Diagram: Level 7
Scale: 1/8" = 1'-0"
Exiting Diagram: Level 7
Scale: 1/8" = 1'-0"

STAIR WIDTH
STAIR # WIDTH
1 2
4'-0"
4'-0"
TOTAL 8'-0"
TOTAL EXIT WIDTH REQUIRED:
106 OCCUPANTS X 0.3" PER OCCUPANT = 31.8"
TOTAL EXIT WIDTH PROVIDED: 8'-0"
8'-0" > 31.8"

EXIT DOOR WIDTH
DOOR # WIDTH
DR-1 3'-0"
TOTAL 6'-0"
TOTAL EXIT WIDTH REQUIRED:
106 OCCUPANTS X 0.2" PER OCCUPANT = 21.2"
TOTAL EXIT WIDTH PROVIDED PER DOOR: 6'-0"
6'-0" > 21.2"
DR-2 3'-0"
# OF OCCS.

OCC. LOAD
FACTOR
FLOOR
AREA S.F. *OCCUPANT USE
74 20014,79730 STUDIOS
RESIDENTIAL:

OCCUPANCY
GROUP
R-2

OCCUPANT LOAD CALCULATION
TOTAL 106
483
COMMON
OPEN SPACE 32 15 R-2
NOTES:

GROSS FLOOR AREA IS TAKEN TO:
-OUTSIDE OF EXTERIOR WALLS
-CENTER LINE OF DEMISING WALLS
-CENTER LINE OF CORRIDOR WALS

TRAVEL DISTANCE
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
95'-3"
250'-0"

ACCESSIBLE ROUTE

DISTANCE BETWEEN EXITS

DIAGONAL LENGTH OF SPACE

EXITING LEGEND

TRAVEL DISTANCE

EXIT DISCHARGE

SOLID CORE DOOR

W/ SELF CLOSURE
& SMOKE GASKET
01 02
03 04
05 FIRE DOOR SCHEDULE
90 MIN.
90 MIN.
20 MIN.
20 MIN.
20 MIN.

SIZE FIRE RATED CONFIGURATION
3'-6" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-6" x 7'-0"
6'-0" X 7'-0"
KEY #

Page 159 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-5.6 Exiting Diagram
(Level Roof)

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
DNDN
2-HR. SHAFT
STAIR 1
2-HR. SHAFT
STAIR 2
THE TOTAL AREA OF ROOF: 14,820± SF
15% OF THE AREA: 2,223± SF
AREA OF SOLAR READY: 4,225± SF

ELE ELE
LONGEST DIAGONAL: 215'-0"
1/3 OF DIAGONAL: 71'-8"
OCC. TYPE OCC. LOAD

OCCUPANTS EXITS
A-3 15
109 2
OPEN SPACE: NET 1,636± SF
EXIT SEPARATION: 97'-6"
DR-2DR-1 01
02 01
02 COMMON RESIDENTIAL OPEN SPACE
39'-5"

TRAVEL DISTANCE
33'-4"

TRAVEL DISTANCE
43'-5"

TRAVEL DISTANCE
37'-4"

TRAVEL DISTANCE
Exiting Diagram: Level Roof
Scale: 1/8" = 1'-0"
Exiting Diagram: Level Roof
Scale: 1/8" = 1'-0"

STAIR WIDTH
STAIR # WIDTH
1 2
4'-0"
4'-0"
TOTAL 8'-0"
TOTAL EXIT WIDTH REQUIRED:
109 OCCUPANTS X 0.3" PER OCCUPANT = 33"
TOTAL EXIT WIDTH PROVIDED: 8'-0"
8'-0" (96") > 33"

EXIT DOOR WIDTH
DOOR # WIDTH
DR-1 3'-0"
TOTAL 6'-0"
TOTAL EXIT WIDTH REQUIRED:
109 OCCUPANTS X 0.2" PER OCCUPANT = 22"
TOTAL EXIT WIDTH PROVIDED PER DOOR: 6'-0"
6'-0" (72") > 22"
DR-2 3'-0"
# OF OCCS.

OCC. LOAD
FACTOR
FLOOR
AREA S.F. *OCCUPANT USE
109 151,636COMMON

OPEN SPACE
RESIDENTIAL:

OCCUPANCY
GROUP
R-2

OCCUPANT LOAD CALCULATION
TOTAL 113
NOTES:

GROSS FLOOR AREA IS TAKEN TO:
-OUTSIDE OF EXTERIOR WALLS
-CENTER LINE OF DEMISING WALLS
-CENTER LINE OF CORRIDOR WALS

TRAVEL DISTANCE
MAX. TRAVEL DISTANCE:

LONGEST TRAVEL DISTANCE:

COMPLIES YES
43'-5"
250'-0"

ACCESSIBLE ROUTE

DISTANCE BETWEEN EXITS

DIAGONAL LENGTH OF SPACE

EXITING LEGEND

TRAVEL DISTANCE

EXIT DISCHARGE

SOLID CORE DOOR

W/ SELF CLOSURE
& SMOKE GASKET
01 02
03 04
05 FIRE DOOR SCHEDULE
90 MIN.
90 MIN.
20 MIN.
20 MIN.
20 MIN.

SIZE FIRE RATED CONFIGURATION
3'-6" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-6" x 7'-0"
6'-0" X 7'-0"
KEY #

Page 160 of 224 ends

DERO DECKER
Installation Instructions – Setbacks, Single Sided
48” Min. 45”29.5”34”34”28.5”
17” 8.5” 64”
8”24”
20”
106”
78”60”
Recommended
©2021
Submittal SheetDero Duplex
CAPACITY Varies per configuration
Minimum 6 bike system required for stability
MATERIALS Main frame tube: 2” 11g square tube
Connector plates: 1/4” plate
Bike trays: 11g plate
FINISHES Galvanized
An after fabrication hot dipped galvanized finish is our standard option.

Powder Coat
Our powder coat finish assures a high level of adhesion and durability by following these steps:

1. Sandblast

2. Epoxy primer electrostatically applied

3. Final thick TGIC polyester powder coat
Stainless
304 grade stainless steel material with external surfaces polished to a satin finish. All surfaces passivated.

MOUNT

OPTIONS
Surface only
Each connector plate accepts 3/8” wedge anchors.
0 0
102”
Minimum Ceiling
60”
Staggered Upper
Tray Height
48”
Staggered Upper
Tray Height67” End of Rack
17”
71” Rear Wheel Overhang
U-lock compatible
©2021
The Dero Duplex doubles the capacity of your bike parking area with secure, efficient, and orderly storage. Its staggered design means that bikes enter and exit easily without entanglement.

Sturdy trays with high sides keep bikes from slipping off while loading or unloading and also make the Duplex compatible with most standard u-locks.

Patent D768,545
Dero Duplex
©2021

FINISH OPTIONS
Galvanized Stainless Powder Coat
Black Light Gray
RAL 7042
Deep Red
RAL 3003
Y ellow
RAL 1023
White
Hunter Green
RAL 6005
CNH Bright
Y ellow
Orange
RAL 2004
Light Green
RAL 6018
Green
RAL 6016
Sepia Brown
RAL 8014 RAL 5005
Bronze Silver
RAL 9007Dark Purple Flat Black Wine Red
RAL 3005
Beige
RAL 1001
Iron Gray
RAL 7011
Blue Sky Blue
RAL 5015
Dero Duplex
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.1 Bike Rack Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 161 of 224 ends

-
-0
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.2 Car Stacker Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
F

Page 162 of 224 ends

A3.3

SMP ENGINEERS

HC PARKING DETAILS

F SINGLE BIKE LOCKER

G BIKE RACK
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL 135

EXTERIOR WALLS
GA FILE NO. WP 8204 PROPRIETARY* 2 HOUR
FIRE
Thickness: 6 1/8"
Approx. Weight: 7 psf
Fire Test: UL R1319, 08NK19249,
9-1-09,
UL Design U419

GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE,

STEEL STUDS
EXTERIOR SIDE: Base layer
5/8" proprietary type X gypsum sheathing or glass mat
gypsum substrate (sheathing) applied parallel or at right angles to 3 5/8" steel studs 24" o.c. with 1" Type S drywall screws 16" o.c. Face layer 5/8" proprietary type X gypsum sheathing or glass mat gypsum substrate (sheathing) applied parallel or at right angles to studs with 1
5/8" Type S drywall screws 16" o.c.

INTERIOR SIDE: Base layer 5/8" proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 1" Type S drywall screws 16" o.c.

Face layer
5/8" proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 1 5/8" Type S drywall screws 16" o.c.

Face layer horizontal joints need not be staggered or backed from base layer or on opposite sides. (NLB)

PROPRIETARY GYPSUM PANEL PRODUCT
United States Gypsum Company - 5/8" SECUROCK® Glass-Mat Sheathing Panels
- 5/8" SHEETROCK® Brand UltraLight
Panels FIRECODE® X
GA FILE NO. WP 8205 PROPRIETARY* 2 HOUR
FIRE
Thickness: 5 3/4" - 57/8"
Approx. Weight: 11 psf
Fire Test: Based on UL R1319,
10-17-90,
UL Design U474

GYPSUM WALLBOARD, MINERAL FIBER INSULATION,

CEMENTITIOUS BACKER UNIT, METAL STUD
EXTERIOR SIDE: Base layer
5/8" proprietary type X gypsum sheathing applied parallel to 35/8" 20 ga steel studs 16" o.c. with 1" Type S-12 drywall screws 24" o.c. Face layer 5/8" proprietary type X gypsum sheathing applied parallel to framing with 1 5/8" Type S-12 drywall screws 12" o.c. or 1/2" proprietary cementitious backer unit applied parallel or at right angles to framing with 1 5/8" Type S-12 wafer head screws 8" o.c.

INTERIOR SIDE: Base layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to framing with 1" Type S-12 drywall screws 24" o.c. Face layer 1/2" proprietary cementitious backer unit applied parallel or at right angles to framing with 15/8" Type S-12 wafer head screws 8" o.c. Joints finished. 3" mineral fiber friction fit in stud space.

Joints staggered each layer and side. Weather resistive barrier must be installed behind the cementitious backer unit on the exterior side. (NLB)

PROPRIETARY GYPSUM BOARD
CertainTeed Gypsum Inc. - 1/2" CertainTeed® Type C Gypsum Board Lafarge North America Inc. - 1/2" Firecheck® Type C
Temple-Inland - 5/8" Sheathing Type TG-X
- 1/2" Type TG-C
United States Gypsum Company - 5/8" SHEETROCK® Brand FIRECODE® Core Gypsum Sheathing
- 1/2" SHEETROCK® Brand FIRECODE® C
Core Gypsum Panels
W-1 EXTERIOR WALL, NONCOMBUSTIBLE
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.3 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL166

FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5011 PROPRIETARY* 1 HOUR
FIRE
60 to 64 STC
SOUND
Approx. Ceiling
Weight: 3 psf
Fire Test: UL R1319, 05NK04589,
2-4-05; UL R1319,
05NK09496, 3-31-05;
UL Design L570
Sound Test: RAL OT03-05, 4-22-03;
RAL OT03-07, 4-29-03;
RAL OT03-09, 6-18-03
IIC & Test: (58 sheet vinyl),
RAL OT03-06, 4-22-03;
(62 engineered wood
laminate) RAL OT03-08,
4-29-03;
(54 ceramic tile)
RAL OT03-10, 6-18-03

WOOD I-JOISTS, WOOD STRUCTURAL PANELS, GYPSUM

FLOOR TOPPING, RESILIENT CHANNELS, GLASS FIBER BATT

OR LOOSE FILL INSULATION, GYPSUM WALLBOARD
Base layer
1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used) with 1" Type S drywall screws 16" o.c. Gypsum board end joints located midway between continuous channels and attached with screws 8" to additional pieces of channel 60" long located 3" back on either side of end joint. Resilient channels applied at right angles to minimum 10" deep wood I joists spaced a maximum of 19" o.c. with 1 1/4" Type S
drywall screws. Face layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 1 5/8" Type S drywall screws 8" o.c. and 1 1/2" Type G screws 8" o.c. at the butt joints located mid-span between the resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation applied directly over gypsum board. Wood I joists supporting 19/32" wood structural panel
subfloor applied at right angles to joists with construction adhesive and 6d ring shank nails 12" o.c. Minimum
1/2" proprietary gypsum floor topping applied over subfloor.

STC rated with I joists spaced 24" o.c., 3 1/2" glass fiber insulation in joist spaces, 3/4" proprietary gypsum floor topping poured over 1/4" proprietary sound reduction mat, and with finish flooring of sheet vinyl, engineered wood laminate, and ceramic tile. (STC 64 when sheet vinyl or engineered wood laminate is applied to floor; STC 66 when tested with ceramic tile applied to floor.)

PROPRIETARY GYPSUM COMPONENTS
United States Gypsum Company -
1/2" SHEETROCK® Brand FIRECODE® C
Core Gypsum Panels
- LEVELROCK® Brand Floor Underlayment
GA FILE NO. FC 4990 PROPRIETARY* 3/4 HOUR
FIRE
Approx. Ceiling
Weight: 2.5 psf
Fire Test: UL R6937, 08NK14525,
11-10-08; 09NK10599,
7-24-09;
UL Design M504

WOOD JOISTS, GLASS PANEL PRODUCT
One layer
5/8" proprietary type X gypsum panels applied at right angles to 2 x 10 wood joists 16" o.c. with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 6" o.c. Wood joists supporting 1" nominal wood subfloor and 1" nominal wood finish floor, or 19/32" plywood finished floor with long edges T&G and 15/32" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered.

PROPRIETARY GYPSUM PANEL PRODUCT
Temple-Inland - 5/8" Type X ComfortGuard Sound
Deadening Gypsum Board
TJI: FLOOR-CEILING / ROOF -CEILING , WOOD FRAMEC-1
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL 187
GA FILE NO. FC 5725 GENERIC 2 HOUR
FIRE
Approx. Ceiling
Weight: 12 psf
Fire Test: UL R4024, 00NK26545,
4-27-01;
UL R4024, 03NK11206,
3-19-03;
UL Design L556;
ULC Design M514

WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD,

RIGID FURRING CHANNELS
Base layer
5/8" type X gypsum wallboard applied at right angles to 2 x 8 wood joists 24" o.c. with 11/4" Type W drywall screws 12" o.c. Second layer 5/8" type X gypsum wallboard applied at right angles to joists with 2" Type W drywall screws 12" o.c. Second layer joints offset 24" from base layer joints. Third layer
5/8" type X gypsum wallboard applied
at right angles to joists with 21/2" Type W drywall screws 12" o.c. Third layer joints offset 12" from second layer joints. Hat-shaped 7/8" rigid furring channels 24" o.c. applied at right angles to joists over third layer with two 2 1/2" long Type W drywall screws at each joist. Face layer 5/8" type X gypsum wallboard applied at right angles to furring channels with 11/8" Type S drywall screws 12" o.c. Wood joists supporting 3/4" T & G edge plywood floor applied at right angles to joists with 8d nails 6" o.c. at joints and 12" at intermediate joists. Ceiling provides two-hour fire-resistance protection for wood framing.

FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5750 GENERIC 2 HOUR
FIRE
Approx. Ceiling
Weight: 12 psf
Fire Test: UL R4024, 00NK26545,
4-27-01,
UL Design L556;
ULC Design M514

WOOD FLOOR, WOOD I-JOISTS, GYPSUM WALLBOARD,

RIGID FURRING CHANNELS
Base layer
5/8" type X gypsum wallboard applied at right angles to 9 1/2" deep wood I-joists 24" o.c. with 1 1/4" Type W drywall screws 12" o.c. Second layer 5/8" type X gypsum wallboard applied at right angles to I-joists with 2" Type W drywall screws 12" o.c.

Second layer joints offset 24" from base layer joints. Third layer 5/8" type X gypsum wallboard applied at right angles to I-joists with 2 1/2" Type W drywall screws 12" o.c.

Third layer joints offset 12" from second layer joints. Hat-shaped 7/8" rigid furring channels 24" o.c. applied at right angles to I-joists over third layer with two 2 1/2" long Type W drywall screws at each I-joist. Face layer 5/8" type X gypsum wallboard applied at right angles to furring channels with 11/8" Type S drywall screws 12" o.c. Wood I-joists supporting 3/4" T & G edge plywood floor applied at right angles to I-joists with 8d nails 6" o.c. at joints and 12" at intermediate I-joists. Ceiling provides two-hour fire- resistance protection for wood framing.

GA FILE NO. FC 5724 PROPRIETARY* 2 HOUR
FIRE
Approx. Ceiling
Weight: 6 psf
Fire Test: UL R2717-35, 10-21-64,
UL Design L505;
ULC Design M503

WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD,

RESILIENT CHANNELS
Base layer
5/8" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood joists 16" o.c. with 8d nails, 21/2" long, 0.113" shank, 19/64" heads, 7" o.c. Resilient furring channels 24" o.c. applied at right angles to joists through base layer with one 8d nail, 2
1/2" long, 0.113" shank, 19/64" head, at each joist. Face layer 5/8" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels with 1" Type S drywall screws 12" o.c. Double channel installed at face layer end joints. Wood joists supporting 1" nominal T & G wood subfloor and 1" nominal wood finish floor or
19/32" plywood finished floor with long edges T & G and 15/32" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered.

PROPRIETARY GYPSUM BOARD
American Gypsum Company LLC - 5/8" FireBloc® Type C
CertainTeed Gypsum Inc. - 5/8" CertainTeed® Type C Gypsum Board Georgia Pacific Gypsum LLC - 5/8" ToughRock® Fireguard C® Gypsum Board
Lafarge North America Inc. - 5/8" Firecheck® Type C
National Gypsum Company - 5/8" Gold Bond® Brand FIRE-SHIELD C TM Gypsum Board
PABCO Gypsum - 5/8" FLAME CURB® Super ‘C’TM
Temple-Inland - 5/8" TG-C
TJI: FLOOR-CEILING / ROOF -CEILING, WOOD FRAMEC-2
GA FILE NO. WP 3242 GENERIC 1 HOUR
FIRE
50 to 54 STC
SOUND
Thickness: 5 3/8"
Approx. Weight: 7 psf
Fire Test: Based on UL R14196,
05NK05371, 2-15-05,
UL Design U309
Sound Test: NRCC TL-93-098,
IRC-IR-761, 3/98

GYPSUM WALLBOARD, RESILIENT CHANNELS,

MINERAL OR GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 16" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 24" o.c. with 1
1/4" Type S drywall screws. One layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 8" o.c. with vertical joints located midway between studs. 3" mineral or glass fiber insulation in stud space.

OPPOSITE SIDE: One layer
5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 6d cement coated nails, 17/8" long, 0.0915" shank, 15/64" heads, 7" o.c.

Vertical joints staggered 24" on opposite sides. (LOAD-BEARING) GA FILE NO. WP 3243 GENERIC 1 HOUR
FIRE
50 to 54 STC
SOUND
Thickness: 5 3/8"
Approx. Weight: 7 psf
Fire Test: Based on UL R14196,
05NK05371, 2-15-05,
UL Design U309
Sound Test: NRCC TL-93-103,
IRC-IR-761, 3/98

GYPSUM WALLBOARD, RESILIENT CHANNELS,

MINERAL OR GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 24" o.c. with 1
1/4" Type S drywall screws. One layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 8" o.c. with vertical joints located midway between studs. 3" mineral or glass fiber insulation in stud space.

OPPOSITE SIDE: One layer
5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 6d cement coated nails, 17/8" long, 0.0915" shank, 15/64" heads, 7" o.c.

Vertical joints staggered 24" on opposite sides. (LOAD-BEARING)

WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
74 GA-600-2012 FIRE RESISTANCE DESIGN MANUAL
GA FILE NO. WP 3244 GENERIC 1 HOUR
FIRE
50 to 54 STC
SOUND
Thickness: 6"
Approx. Weight: 9 psf
Fire Test: Based on UL R14196,
05NK05371, 2-15-05,
UL Design U305
Sound Test: NRCC TL-93-118,
IRC-IR-761, 3/98

GYPSUM WALLBOARD, RESILIENT CHANNELS,

MINERAL OR GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 16" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16" o.c. with 1
1/4" Type S drywall screws. Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 8" o.c. with vertical joints located midway between studs. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1 5/8" Type S drywall screws 8" o.c. Face layer joints offset 16" from base layer joints. 3" mineral or glass fiber insulation in stud space.

OPPOSITE SIDE: One layer
5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 6d cement coated nails, 17/8" long, 0.0915" shank, 15/64" heads, 7" o.c.

Vertical joints staggered 16" on opposite sides. (LOAD-BEARING) WALLS AND INTERIOR PARTITIONS, WOOD FRAMEW-4.1
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL 125
GA FILE NO. WP 7920 PROPRIETARY* 1 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 4 7/8"
Approx. Weight: 6 psf
Fire Test: UL R6937, 06NK17962,
2-17-07; 09NK05706,
4-13-09;
UL Design U465
Sound Test: OL 08-0911, 9-4-08

GYPSUM PANEL PRODUCTS, STEEL STUDS
EXTERIOR SIDE: One layer
5/8" proprietary type X gypsum sheathing or glass mat gypsum substrate (sheathing) applied parallel to each side of 3 5/8" steel studs 24" o.c. with 1" Type S corrosion resistant drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs. Joints caulked with flexible, non-hardening building sealant or covered with weather exposed cladding or finish system.

INTERIOR SIDE: One layer
5/8" proprietary type X paper faced or glass mat faced gypsum panel product (sound board) applied parallel to studs with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs.

Joints staggered 24" on opposie sides. Sound tested with 3 1/2" glass fiber insulation in stud
cavity. (NLB)

PROPRIETARY GYPSUM PANEL PRODUCTS
Temple-Inland - 5/8" Type X
- 5/8" Type X ComfortGuard Sound
Deadening Gypsum Board

EXTERIOR WALLS
GA FILE NO. WP 8002 PROPRIETARY* 1 HOUR
FIRE
Thickness: 4 5/8"
Approx. Weight: 7 psf
Fire Test: UL R12262, 96NK4276,
5-1-96,
UL Design U404

GYPSUM WALLBOARD, MINERAL FIBER INSULATION,

CEMENTITIOUS BACKER UNITS, STEEL STUDS
EXTERIOR SIDE: One layer
1/2" proprietary cementitious backer units applied parallel to 35/8" 20 ga steel studs 16" o.c. with 1" corrosion resistant Type S-12 wafer head screws 8" o.c. A weather resistive barrier must be installed behind the cementitious backer unit. 3" mineral fiber friction fit in stud space.

INTERIOR SIDE: One layer
5/8" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to studs with 1" Type S-12 drywall screws 8" o.c. at vertical joints and floor and ceiling runners and 12" o.c. at intermediate studs. Joints taped. 3/32" of
gypsum veneer plaster when gypsum veneer base is used. Lateral support for framing members as required. (NLB)

PROPRIETARY GYPSUM BOARD
United States Gypsum Company -
5/8" SHEETROCK® Brand FIRECODE®
Core Gypsum Panels
GA FILE NO. WP 8004 PROPRIETARY* 1 HOUR
FIRE
Thickness: 4 3/4"
Approx. Weight: 7.5 psf
Fire Test: OPL 11710-92783, 2-13-92

GYPSUM WALLBOARD, STEEL STUDS,

MINERAL FIBER INSULATION, FIBER-CEMENT BOARD
EXTERIOR SIDE: One layer
7/16" proprietary fiber-cement board applied parallel to 3 5/8" steel studs 16" o.c. with 1" No. 8-18 x 0.323" head diameter ribbed bugle head screws 6" o.c. 3
1/2" mineral fiber insulation batts or blankets, 3.0 pcf, in stud space.

INTERIOR SIDE: One layer 5/8" proprietary type X gypsum wallboard applied parallel to studs with 1" Type S drywall screws 8" o.c. at edges and 12" o.c. at intermediate framing. (NLB)

PROPRIETARY GYPSUM BOARD
CertainTeed Gypsum Inc. -
5/8" CertainTeed® Type X Gypsum Board
W-2 EXTERIOR WALL, NONCOMBUSTIBLE

WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
81GA-600-2012 FIRE RESISTANCE DESIGN MANUAL
GA FILE NO. WP 3510 GENERIC 1 HOUR
FIRE
35 to 39 STC
SOUND
Thickness: 4 7/8"
Approx. Weight: 7 psf
Fire Test: UL R3501-47, -48, 9-17-65,
UL Design U309;
UL R1319-129, 7-22-70,
UL Design U314
Sound Test: NGC 2404, 10-14-70

GYPSUM WALLBOARD, WOOD STUDS
One layer
5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7" o.c.

Joints staggered 24" on opposite sides. (LOAD-BEARING)
GA FILE NO. WP 3520 GENERIC 1 HOUR
FIRE
35 to 39 STC
SOUND
Thickness: 4 7/8"
Approx. Weight: 7 psf
Fire Test: FM WP 90, 8-21-67
Sound Test: G&H NG-246FT, 7-2-65

GYPSUM WALLBOARD, WOOD STUDS
One layer
5/8" type X plain or predecorated gypsum wallboard applied parallel to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. at joints and top and bottom plates and 3/8" beads of adhesive at intermediate studs.

Joints staggered 24" on opposite sides. (LOAD-BEARING)
GA FILE NO. WP 3605 GENERIC 1 HOUR
FIRE
30 to 34 STC
SOUND
Thickness: 4 7/8"
Approx. Weight: 7 psf
Fire Test: UL R1319-4, -6, 6-17-52;
UL R2717-39, 1-20-66;
UL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301
Sound Test: OR 64-8, 2-4-64

GYPSUM WALLBOARD, WOOD STUDS
One layer
5/8" type X plain or predecorated gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed.

Joints staggered 16" on opposite sides. (LOAD-BEARING)
WALLS AND INTERIOR PARTITIONS, WOOD FRAMEW-5.1

WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
87GA-600-2012 FIRE RESISTANCE DESIGN MANUAL
*Contact the manufacturer for more detailed information on proprietary products.

GA FILE NO. WP 3825 PROPRIETARY* 2 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 6 1/8"
Approx. Weight: 13 psf
Fire Test: UL R14196, 11NK09957,
7-22-11,
UL Design U301
Sound Test: RAL TL11-164, 7-12-11

GYPSUM WALLBOARD, WOOD STUDS
Base layer
5/8" type X gypsum wallboard applied at parallel to each side of 2 x 4 wood studs 24" o.c. with 11/4" Type S drywall screws 8" o.c. Face layer 5/8" type X gypsum wallboard applied parallel to each side with 2" Type S drywall screws 8" o.c.

Joints staggered 24" each layer and side. Sound tested with resilient channels 24" o.c. on one side and and 31/2" glass fiber insulation in the stud cavity. (LOAD-BEARING)

PROPRIETARY GYPSUM BOARD
American Gypsum Company LLC - 5/8" FireBloc® Type X
GA FILE NO. WP 3910 GENERIC 2 HOUR
FIRE
50 to 54 STC
SOUND
Thickness: 8"
Approx. Weight: 13 psf
Fire Test: See WP 4135
(FM WP 360, 9-27-74);
UL R4024, 10-31-68
Sound Test: NGC 2377, 5-19-70

GYPSUM WALLBOARD, WOOD STUDS
Base layer
5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16" o.c., staggered 8" o.c. on 2 x 6 wood plates, with 6d coated nails, 1
7/8" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 2
3/8" long, 0.113" shank, 9/32" heads, 8" o.c.

Joints staggered 16" each layer and side. Sound tested with nails for base layer spaced 6" o.c. Horizontal bracing required at mid-height. (LOAD-BEARING) GA FILE NO. WP 4135 GENERIC 2 HOUR
FIRE
40 to 44 STC
SOUND
Thickness: 6 1/8"
Approx. Weight: 12 psf
Fire Test: FM WP 360, 9-27-74
Sound Test: NGC 2363, 4-1-70

GYPSUM WALLBOARD, WOOD STUDS
Base layer
5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/8" long, 0.100" shank, 1/4" heads, 8" o.c.

Joints staggered 24" each layer and side. Sound tested with studs 16" o.c. and with nails for base layer spaced 6" o.c. (LOAD-BEARING)
WALLS AND INTERIOR PARTITIONS, WOOD FRAMEW-3.1
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL 49
GA FILE NO. WP 1470 PROPRIETARY* 2 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 6"
Approx. Weight: 12 psf
Fire Test: UL R1319-141 through 145,
2-11-87,
UL Design U454
Sound Test: RAL TL83-214, 9-1-83

GYPSUM WALLBOARD, RESILIENT CHANNELS, STEEL STUDS,

MINERAL FIBER INSULATION
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 3 1/2" 20 ga steel studs
24" o.c. with one 1/2" Type S-12 drywall screw at each stud. Base layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 24" o.c. Face layer
1/2" proprietary type X gypsum
wallboard or gypsum veneer base applied at right angles to channels with 1 5/8" Type S drywall screws 12" o.c. 3" mineral fiber insulation, 2 pcf, friction fit in stud space.

OPPOSITE SIDE: Base layer 1/2" proprietary type X gypsum wallboard applied parallel with 1" Type S-12 drywall screws 24" o.c. Face layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to studs with 1 5/8" Type S-12 drywall screws 12" o.c.

Joints staggered 24" each layer and side. (NLB)

PROPRIETARY GYPSUM BOARD
CertainTeed Gypsum Inc. - 1/2" CertainTeed® Type C Gypsum Board CertainTeed Gypsum Canada Inc. - 1/2" CertainTeed® Type C Gypsum Board Georgia Pacific Gypsum LLC - 1/2" ToughRock® Fireguard C® Gypsum Board
Lafarge North America Inc. - 1/2" Firecheck® Type C
National Gypsum Company - 1/2" Gold Bond® Brand FIRE-SHIELD C TM Gypsum Board
Temple-Inland - 1/2" TG-C
United States Gypsum Company - 1/2" SHEETROCK® Brand FIRECODE® C Core Gypsum Panels
GA FILE NO. WP 1454 PROPRIETARY* 2 HOUR
FIRE
60 to 64 STC
SOUND
Thickness: 6 1/8"
Approx. Weight: 12 psf
Fire Test: See WP 1548
(WHI-495-0236, 1-30-80)
Sound Test: OL 08-0913, 9-4-08

GYPSUM PANEL PRODUCTS, STEEL STUDS
Base layer
5/8" proprietary type X paper faced or glass mat faced gypsum panel product applied parallel or at right angles to each side of 3 5/8" steel studs 24" o.c. with 1" Type S drywall screws 24" o.c. Face layer 5/8" proprietary type X paper faced or glass mat faced gypsum panel product applied parallel to ONE SIDE with 1 5/8" Type S drywall screws 12" o.c.

OPPOSITE SIDE: Face layer 5/8" proprietary type X paper faced or glass mat faced gypsum panel product (sound board) applied parallel to studs with 1 5/8" Type S drywall screws 12" o.c.

Joints staggered 24" each layer and side. Sound tested with 3 1/2" glass fiber insulation in stud cavity. (NLB)

PROPRIETARY GYPSUM PANEL PRODUCTS
Temple-Inland - 5/8" Type X
- 5/8" Type X ComfortGuard Sound
Deadening Gypsum Board

WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE
GA FILE NO. WP 1502 PROPRIETARY* 2 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 6 1/8"
Approx. Weight: 10 psf
Fire Test: UL R14196, 09CA11604,
2-13-10,
UL Design V489, System D
Sound Test: RAL TL08-286, 10-9-08

GYPSUM WALLBOARD, STEEL STUDS
Base layer
5/8" proprietary type X gypsum wallboard applied parallel or at right angles to each side of 35/8" steel studs 24" o.c. with 1" Type S drywall screws 12" o.c. Face layer 5/8" proprietary type X gypsum wallboard base applied parallel or at right angles to each side with 15/8" Type S drywall screws 12" o.c. Face layer vertical joints offset not less than 12" from base layer horizontal joints.

Horizontal joints on opposite sides need not be staggered or backed. Sound tested with 31/2" glass fiber insulation in stud cavity. (NLB)

PROPRIETARY GYPSUM BOARD
American Gypsum Company LLC - 5/8" FireBloc® Type X
WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLEW-3
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL28
GA FILE NO. WP 1012 PROPRIETARY* 1 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 4 7/8"
Approx. Weight: 6 psf
Fire Test: UL R3660, 10CA25812,
8-17-10,
UL Design U465
Sound Test: OL 11-0639, 6-27-11

GYPSUM PANEL PRODUCT, STEEL STUDS
One layer
5/8" proprietary gypsum panel product applied parallel to each side of 35/8" 20 ga steel studs 16" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs.

Joints staggered 16" on opposite sides. Sound tested with 3 1/2" glass fiber insulation friction
fit in stud space. (LOAD-BEARING)

PROPRIETARY GYPSUM PANEL PRODUCT
CertainTeed Gypsum Inc. - 5/8" SilentFXTM

WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE
GA FILE NO. WP 1013 PROPRIETARY 1 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 5 3/8 "
Approx. Weight: 5 psf
Fire Test: UL R14196, 09CA11604,
2-13-10,
UL Design V489, System A
Sound Test: RAL TL10-270, 8-11-10

GYPSUM WALLBOARD, PROPRIETARY STEEL STUDS
Proprietary resilient sound isolation clip and
7/8" hat channel 24" o.c. attached at right
angles to ONE SIDE of 35/8" steel studs 24" o.c. with #8 wafer head screws. One layer 5/8" proprietary type X gypsum wallboard applied parallel to channels with 1" Type S drywall screws 8" o.c. at vertical joints and intermediate studs and 12" o.c. at top and bottom runner. Glass fiber insulation, 6
1/4" thick, compressed and friction fit in stud
space.

OPPOSITE SIDE: One layer 5/8" proprietary type X gypsum wallboard applied at right angles to studs with 1" Type S drywall screws 8" o.c. at vertical joints and intermediate studs and 12" o.c. at top and bottom runner.

Joints staggered 24" on opposite sides. (NLB)

PROPRIETARY GYPSUM BOARD
American Gypsum Company LLC -
5/8" FireBloc® Type X
GA FILE NO. WP 1014 PROPRIETARY 1 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 5 3/8 "
Approx. Weight: 5 psf
Fire Test: Based on UL R14196,
09CA11604, 2-13-10,
UL Design V489, System A
Sound Test: RAL TL10-169, 7-15-11

GYPSUM WALLBOARD, PROPRIETARY STEEL STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 3 5/8" steel studs 24"
o.c. with 1/2" Type S-12 drywall screws. Base layer 5/8" proprietary type X gypsum wallboard applied at right angles to channels with 1" Type S drywall screws 8" o.c. Face layer 5/8" proprietary type X gypsum wallboard applied at right angles to channels with 15/8" Type S drywall screws 16" o.c. Glass fiber insulation, 3 1/2" thick, friction fit in stud space.

OPPOSITE SIDE: One layer 5/8" proprietary type X gypsum wallboard applied parallel to studs with 1" Type S drywall screws 8" o.c.

Joints staggered 24" between layers and on opposite sides. (NLB)

PROPRIETARY GYPSUM BOARD
American Gypsum Company LLC - 5/8" FireBloc® Type X
WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLEW-4
*Contact the manufacturer for more detailed information on proprietary products.

GA-600-2012 FIRE RESISTANCE DESIGN MANUAL 35
GA FILE NO. WP 1070 GENERIC 1 HOUR
FIRE
45 to 49 STC
SOUND
Thickness: 3 1/2"
Approx. Weight: 5 psf
Fire Test: FM WP 51-1, 9-22-66;
OSU T-3362, 11-23-65
Sound Test: RAL TL69-42, 10-17-68

GYPSUM WALLBOARD, STEEL STUDS,

MINERAL FIBER INSULATION
One layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 21/2" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs. 2" mineral fiber insulation, 2.5 pcf, friction fit in stud space. Also fire tested with 1
1/2" mineral fiber insulation, 3.0 pcf, stapled to board in stud space.

Joints staggered 24" on opposite sides. (NLB)

WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE
GA FILE NO. WP 1071 PROPRIETARY* 1 HOUR
FIRE
45 to 49 STC
SOUND
Thickness: 3 1/2"
Approx. Weight: 5 psf
Fire Test: UL R3501, 93NK22748,
9-15-93,
UL Design V401;
FM WP-731, 9-12-84
Sound Test: See WP 1070
(RAL TL69-42, 10-17-68)

GYPSUM WALLBOARD, STEEL STUDS,

MINERAL FIBER INSULATION
One layer
1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 21/2" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 2" mineral fiber insulation, 3.0 pcf, friction fit in stud space.

Vertical joints staggered 24" on each side and on opposite sides. Horizontal joints need not be staggered. (NLB)

PROPRIETARY GYPSUM BOARD
National Gypsum Company -
1/2" Gold Bond® Brand FIRE-SHIELD C TM
Gypsum Board
GA FILE NO. WP 1072 GENERIC 1 HOUR
FIRE
45 to 49 STC
SOUND
Thickness: 4 7/8 "
Approx. Weight: 6 psf
Fire Test: See WP 1350
(FM WP-45, 6-19-68;
OSU T-1770, 8-61;
ULC 79T484, 79T500,79T497,
8-12-81,
ULC Design W415)
Sound Test: NRCC 816-NV, 2-3-81

GYPSUM WALLBOARD, STEEL STUDS
One layer
5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 35/8" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs.

Joints staggered 24" on each side and on opposite sides. Sound tested with 31/2" glass fiber friction fit in stud space. (NLB)
WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLEW-5

Page 163 of 224 ends

CONTINUOUS AND

SMOOTH GUIDE
RAIL 2"-4" O.C.

ABOVE RAMP SURFACE

RAILING DETAIL FOR RAMP

GUIDE RAIL DETAIL

2"-4" ABOVE

RAM SURFACE

WHEEL GUIDE DETAIL

GUIDE RAIL DETAIL FOR RAMP
12" MIN.
34"-38"
MIN. 6'-0" MIN. 5'-0"
12" MIN.
12 1
N.T.S.TYP. HANDRAIL

HOUSING ACCESSIBILITY
490
5/8
11 MIN. CHARACTERS

AND SVMBOLS HEIGHT

PLACE STAR

ALONGSIDE

MAIN EXIT

FLOOR NUMBER
·I~.·
~ 0 2 -l u...
;;: LU
Lfl >
("I"'l a
3 1
S
OFEN
<D>
3/4" MIN.
, .. BUTION DIAMETER
---+-1------'-- 3/8 U MIN.

SEPARATION
co <t (a) ELEVATOR CONTROL PANEL DETAIL
:r: u «
0:::0
00::: u...Q.
.0-
~<t
~~ ;;; 0
000::: o:::tu..

CONTROL PANEL
SEE (a)
::r::
o:::U
0«
u.. O
.0::::
x 0...
«0-
~< IJ.J :; a o:::t_
1J)t./'J
.. ..
... ... RAIL
(b) MAXIMUM INSTALLATION HEIGHTS ABOVE CAB FLOOR
FIGURE 11A·7B

ELEVATOR CONTROL PANEL
2013 CALIFORNIA BUILDING CODE

HOUSING ACCESSIBILITY
490
5/8
11 MIN. CHARACTERS

AND SVMBOLS HEIGHT

PLACE STAR

ALONGSIDE

MAIN EXIT

FLOOR NUMBER
·I~.·
~ 0 2 -l u...
;;: LU
Lfl >
("I"'l a
3 1
S
OFEN
<D>
3/4" MIN.
, .. BUTION DIAMETER
---+-1------'-- 3/8 U MIN.

SEPARATION
co <t (a) ELEVATOR CONTROL PANEL DETAIL
:r: u «
0:::0
00::: u...Q.
.0-
~<t
~~ ;;; 0
000::: o:::tu..

CONTROL PANEL
SEE (a)
::r::
o:::U
0«
u.. O
.0::::
x 0...
«0-
~< IJ.J :; a o:::t_
1J)t./'J
.. ..
... ... RAIL
(b) MAXIMUM INSTALLATION HEIGHTS ABOVE CAB FLOOR
FIGURE 11A·7B

ELEVATOR CONTROL PANEL
2013 CALIFORNIA BUILDING CODE
N.T.S.ELEVATOR CONTROL PANEL DETAIL
FLOOR lANDING

NUMBERS ON

BOTH SIDES OF
DOOR JAMB --+----,'+----+t-+----'-H+f\Io~
CALL
BUTTON -+----H-----,
\
NOTE:
\,
~ ~t

HALL LANTERN

THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A ORLINE B. LINE AAND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT.

FIGURE 11A-7C

HOISTWAY AND ELEVATOR ENTRANCES
A "'CEPTABl E (;
'13
(f) 12
0 '11 z:
0 10
0 9 LU
(f)
B
z: 7
LU 6
~
5 t-
~ ~
~ ,...
~~
~ r
,
~ "..
~~
4 .... 3
2 0'
fI'
5 6 8 -14 16 18
2013 CALIFORNIA BUILDING CODE
o DISTANCE IN FEET
FIGURE 11A-7D

GRAPH OF TIMING EQUATION

HOUSING ACCESSIBILITY
491
N.T.S.ELEVATOR ENTRANCE
N.T.S.

TYP. STAIRS NOSING

WARNING STRIPING & HANDRAIL EXTENSIONS
N.T.S.

N.T.S.GURNEY ELEVATOR REQUIREMENT

ELEVATOR INFORMATION TO BE USED FOR FUTURE REFERENCE IN RELATION TO THE FIRE ALARM AND SPRINKLER DESIGN REQUIREMENTS:

1. PASSENGER ELEVATOR YES__X__ NO_____

2. ELEVATOR HOISTWAY IS NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE YES__X__ NO_____

3. ELEVATOR CAR ENCLOSURE MATERIAL MEET THE REQUIREMENTS OF ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS YES__X__ NO_____

4. ELEVATORS UTILIZE POLYURETHANE-COATED STEEL BELTS OR OTHER SIMILAR COMBUSTIBLE MATERIAL YES_____ NO_____

5. ELEVATOR IS A MACHINE ROOM-LESS ELEVATOR

6. THE FOLLOWING AREAS HAVE SPRINKLERS: _____TOP OF HOISTWAY _____BOTTOM OF HOISTWAY __X___ASSOCIATED MACHINERY SPACES _____MACHINE ROOM
***HYDRAULIC ELEVATOR TO COMPLY WITH CBC. SEC. 718.14.1 EXCEPTIONS 1, 3, & 8 69A WATER STREET

SAN FRANCISCO
CALIFORNIA 94133
TEL. 415.749.0302
FAX. 415.928.5152
Revisions:
345 6TH STREET
NEW CONSTRUCTION:

MIXED USE
36-UNIT RESIDENTIAL

OVER COMMERCIAL
BLOCK 3753/LOT 081
NOTICE
These drawings and speciﬁcations
are the property and copyright of
Kerman/MorrisArchitects and shall
not be used on any other work
except by written agreement with
Kerman/Morris Architects.

The Contractor shall verify all
existing conditions. Written
dimensions take preference over
scaled dimensions and shall be
veriﬁed on the project site. Any
discrepancy shall be brought to
the attention of Kerman Morris
Architects prior to the
commencement of any work.

These drawings are an industry
standard builders set for building
permit and to assist the contractor
in construction. The drawings
show limited and only
representative/typical details.

SPECIFICALLY EXCLUDED

FROM THE SCOPE OF DESIGN

SERVICES AND AS INDICATED

IN THESE PLANS ARE ALL

WATERPROOFING DETAILS/

DESIGN, WHICH ARE THE

RESPONSIBILITY OF THE
CONTRACTOR/BUILDER.

All attachments, connections,
fastenings, etc., are to be properly
secured in conformance with best
practice, and the Contractor shall
be responsible for providing and
installing them.

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.:

DRAWING
0515 345 6TH STREET
4/8/13 - PROGRESS SET
4/8/13
RH
TM
0515
A-5.3
of sheets3330
PLANNING REV #1 10/18/051

ACCESSIBILITY DETAILS
PLANNING REV #2 08/09/062
PLANNING REV #3 06/21/073
PLANNING REV #4 10/29/084
PLANNING REV #5 03/04/095
PLANNING REV #6 04/17/096
BLDG PROGRESS 04/17/097

FOR SITE PERMIT ONLY
(NOT FOR CONSTRUCTION)
SITE PERMIT 07/03/12
1 2
1/4" MAX.

INTERIOR
CBC 1133B.2.4.1
1/2" MAX AT
1:2 SLOPE

EXTERIOR
5'-0"
3"

PLAQUE LOCATION

CENTER ON DOOR
BRAILLE SIGN. MOUNT WITHIN
6" OF JAMB W/ TEXT TO
MATCH USE. PROVIDE

INTERNATIONAL SYMBOL OF
ACCESSIBILITY.

DOOR JAMB

KICK PLATE, WHERE OCCURS

FINISHED FLOOR LINE
SEE 5/- FOR

SIGNAGE
DETAIL
CL
1"
3" 6"
9"
6"
1'-0" DIAMETER
10 2
4 1
10 UNISEX

TOILET ROOM
2 1

ON PLAQUE WITH BRAILLE CHARACTERS
TEXT HEIGHT: 3/4"

OF ACCESSIBILITY
"UNISEX"
1/32" RAISED TEXT CENTERED
BELOW. REVISE COPY TO
TEXT STYLE: HELVETICA

INTERNATIONAL SYMBOL
LEGEND
4 10

WHITE COLORED GRAPHICS

BLACK BACKGROUND WITH
GRADE 2 BRAILLE CHARACTERS
5 5 1/4" THICK EQUILATERAL

TRIANGLE SUPERIMPOSED
OVER 1/4" THICK CIRCLE
NOTE: ACCESSIBLE SIGNAGE TO COMPLY
WITH CBC 1115.B.6. SEE 4/- FOR SIGN

MOUNTING HEIGHTS
NOTE:
(PER CBC S.1136A)
1) ELECTRICAL RECEPTACLE AND SWITCH/CONTROL OUTLETS SHALL BE LOCATED NO MORE THAN 48" A.F.F. MEASURED TO TOP OF OUTLET BOX, AND NO LESS THAN 15" A.F.F. MEASURED FROM BOTTOM OF OUTLET BOX. 2) WHERE RECEPTACLE OR SWITCH/CONTROL OCCUR AT BASE CABINETS, OUTLET BOX TO BE LOCATED NO MORE THAN 44" A.F.F.
18"
3'-0" MIN.42" MIN.
24" MAX.
24" MAX.
18" MIN.18" MIN.
3'-0" MIN.
4'-0" MIN.
3'-0" MIN.

ROLL-IN SHOWER-

SLOPE TO DRAIN
MAX 1/2" PER FT

TYP BATHROOM PLAN WITH SHOWER
NOTE: ALL DIMENSIONS ARE MINIMUM CLEAR DIMENSIONS
30"X 48"
CLR
30"X 48"
CLR
30"X 48"
CLR
MIN.

TYP BATHROOM PLAN WITH TUB
NOTE: ALL DIMENSIONS ARE MINIMUM CLEAR DIMENSIONS
30"X 48"
CLR
18"
42" TYP.*
44" @ PRIMARY
18" @ INT DRS
60"
Y
X 24"
60" *
48"
48"
24"
48"
54"
1'-0"
44" @ PRIMARY
42" TYP.*
PER SEC. 1132A.5
@ COMMON AREAS/ ACCESS TO COVERED

MULTIFAMILY DWELLING UNITS

FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH

FOR DOORS WITH BOTH

LATCH AND CLOSER
(DOORS W/O CLOSER = 44")
(DOORS W/O CLOSER = 44")
@ UNIT INTERIORS
PER SEC. 1126A.3

PULL SIDE

PUSH SIDE

ENTRY DOORENTRY DOOR
* NOTE: "42" MIN. FOR DOORS 32" CLEAR OPEN
"39" MIN. FOR DOORS 34" CLEAR OPEN
* NOTE: "DOORS SERVING INDIVIDUAL DWELLING UNITS = 44"
"DOORS W/ CLOSERS SERVING INDIVIDUAL DWELLING UNITS = 54" Y = 60" MIN, X = 36 MIN.

EXCEPTIONS:

IF Y > 60", X = 24" MIN @ EXTERIOR DOORS
IF Y > 60", X = 18" MIN @ INTERIOR DOORS

WITHIN UNIT

WITHIN UNIT
24" @ EXT DRS
SCALE: 3" = 1'-0"6 ACCESSIBLE THRESHOLD
SCALE: 1/2" = 1'-0"2 ACCESSIBLE SIGNAGE HEIGHT
SCALE: 3" = 1'-0"3 ACCESSIBLE BATHROOM SIGNAGE (COMMERCIAL)

NOT TO SCALE
1 ACCESSIBLE BATH - GRAB BARS
SCALE: 1' = 1'-0"9 ACCESSIBLE ELEVATOR CLEARANCES

NOT TO SCALE
4 ACCESSIBLE KITCHEN CLEARANCES
SCALE: 1/2" = 1'-0"5 ACCESSIBLE OUTLET/SWITCH HEIGHTS SCALE: 1/2" = 1'-0"8 ACCESSIBLE BATH - REQ'D CLEARANCES SCALE: 1/2" = 1'-0"7 ACCESSIBLE DOOR CLEARANCES
1/4" = 1'0"
SECTION @ DOOR / THRESHOLD
N.T.S.
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.4 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
7'-0"
1'-0 3/4"
7'-0"
8 1/4"
6'-3"
8'-9"
3'-3"3'-6"2'-0"
7'-0"

ELEVATOR TO COMPLY W/
CBC SEC. 1124A.1, & SEC
3002.4 TO ACCOMMODATE 24"
X 84" GURNEY IN HORIZONTAL
POSITION; COORDINATE

ELEVATOR SHAFT AND PIT
REQ'S W/ MFR/SUPPLIER;

UNDER SEPARATE PERMIT
90 MIN. ELEVATOR DOORS,
BY MFR.

ELEVATOR CAB, MFR.

N.T.S.ELEVATOR PLAN

Page 164 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.5 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
3'-0"
4'-0"
2'-3"
2'-10"
3'-2"

BOTTOM OF MIRROR
( 3'-4" MAX )
8"

WASHABLE PAINT
SURFACE TYP.

INSULATED EXPOSED

PLUMBING LINE

COAT HANGER
DCBA

TYPICAL RESTROOM ELEVATIONS
1/2" =1'-0"
2'-9"
2'-0"
1'-5" TO TOP OF TOILET SEAT TOILET

PAPER HOLDER WITHOUT STOPS
24" MIN.

MIN. 48" CLR.
42" MIN. 12" MAX
54" MIN.
7" -9"42" MIN., 25 POUND

CAPACITY GRAB BAR

WASHABLE PAINT
SURFACE TYP.
18"
6" COVER BASE (TYP.)
17"-18"
24" MIN.
36" MIN.
12" MIN.
3'-4" MAX
36" GRAB BAR
42" GRAB BAR
60" MIN.

WASHABLE PAINT
SURFACE TYP.
2'-9"
6" COVER BASE (TYP.)

WASHABLE PAINT
SURFACE TYP.

NOTE: TOILET TO BE TANK TYPE TOILET, TYP.

Ø 5'-0"
60" MIN. CLR. WHEEL TURNING
AREA OR "T" TURN
K - 3 9 4 - 4D E V O N S H I R EF A U C E T SB R A S S
CL
MIN. 24"
CL
12"
MAX.

TO CENTER

OF FIXTURE
MIN. 18"

TO CENTER

OF FIXTURE
MIN. 18"
36" GRAB BAR
MIN. 5'-0"
MIN. 48"
MIN. 32" CLR.

SIGNATURE

PRIVACY LOCK

ON DOOR

SEE PLANS

SEE PLANS
MIN. 18" CLR.

MIN. 12" CLR.

A
B
C
D
42" GRAB BAR
GRAB BAR:

LOCATE GRAB BARS ON EACH SIDES OF WATER CLOSETS OR ONE ON SIDE AND ONE BEHINDE WATER CLOSET. SIDE GRAB BARS TO BE 3'-6" LONG WITH FRONT END 2'-0" IN FRONT OF WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 3'-0". GRAB BARS ARE NOT TO ROTATE AND ARE TO BE NO SHARP OR ABBRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES TO HAVE A MINIMUM 1/8" RADIUS.

SIGNAGE:

IDENTIFICATION SYMBOLS. DOORS LEADING TO THE MENS SANITARY ARE TO BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMENS SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK AND 12" DIAMETER THESE

GEOMETRIC SYMBOLS SHALL BE CENTRED ON THE DOOR AT THE HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR OF THE DOOR.

ALSO PROVIDE PERMENENT SIGN ON RAISED (1/32" MIN.) LETTERS OF SANS-SERIF UPPER CASE CHARACTERS ACOMPANIED BY GRADE 2 BRAILLE.

SIGNS SHALL BE INSTALLED ON THE WALL ADJAACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NP WALL SPACE ON THE LATCH

SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTRE LINE OF SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROCH WITHIN 3" OF SIGNAGE WITHOUT

ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.

LAVATORIES:
2'-10" IS THE RECOMMENDED HEIGHT FROM THE FLOOR TO THE TOP OF THE LAVATORY.

INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER LAVATORY.

NO SHARP OR ABRASIVE EDGES UNDER LAVATORY.

GENERAL:

FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY

OPERATED WITH ONE HAND AND MUST NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER OPERATED OR 15LBS. FOR PUSH TYPE.

HANDICAP ACCESSIBILITY NOTES

1. ALL DOORS SHALL HAVE CLEAR OPENING OF MIN. 32"

2. ALL AREAS ACCESSIBLE BY OTHERS SHALL BE ACCESSIBLE BY THE HANDICAPPED PERSON.

3. DOOR HARDWARE SHALL COMPLY WITH TITLE 24, SECTION 3304 (i.2), HARDWARE.

4. PROVIDE 10" MIN. SMOUTH "KICK PANEL' AT THE ENTRY DOOR TO COMPLY WITH THE DISABLED ACCESS REQUIREMENTS.

5. PROVIDE REST ROOM IDENTIFICATION WITH GEOMETRIC SYMBOLS PER T-24, 3105 (b) 1D AND BRAILLE LETTERS PER 3105A (e) 7 &10.

6. REST ROOMS TO COMPLY WITH THE FOLLOWING:

A. LAVATORIES: (T-24 1504)

1. DISTANCE TO WALL 18" MIN. FROM CL OF FIXTURE.

2. COUNTER SURFACE 34" MAX. FROM FINISHED FLOOR.

3. APRON CLEARANCE 23" MIN. FROM FINISHED FLOOR.

4. KNEE CLEARANCE 30" WIDE, 8" DEEP (MIN.) AT TOP.

5. TOO CLEARANCE 30" WIDE, 17" DEEP 9" HIGH (MIN.).

6. INSULATE ACCESSIBLE HOT WATER AND DRAIN PIPES.

7. FAUCET CONTROL FORCE 5 LB. MAX. LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE.

8. SELF CONTROL VALVES TO REMAIN OPEN 10 SEC. MIN.

B. WATER CLOSETS: (T-24 1502 & 511-A 7&8)

1. TOILET SEAT TOP AT 17" MIN. & 19" MAX.

2. FLUSH CONTROL 44" MAX. ABOVE FLOOR AT WIDE SIDE.

3. FLUSH CONTROL FORCE 5 LB. MAX.

4. MIN. 32" CLEARANCE OF ALL DOORS

5. MIN. 5'-0" CLEAR AT FRONT OF WATER CLOSET FOR SIDE ENTRY

KNEE CLEARANCE
N.T.S.

TYP. GRAB BAR SECTION
N.T.S.

PAPER TOWEL

DISPENSER

COMBINATION TOWEL

AND WASTE

DISPENSER

NAPKIN DIPENSER

TOILETE SEAT

COVER DISPENSER
TRASH

THERMOSTAT SWITCH
MAX. 3'-4"
MAX. 4'-0"
12"
12"
60" ABOVE FINISH
FLOOR, TYP.MEN'S
4" THICK 4" THICK

WOMEN'S
4" THICK
UNISEX
12" Ø12" Ø 12" Ø

ADA PERMANENT ROOM IDENIFICATION SIGNAGE
MIN. 6"
MIN. 6"
60" ABOVE FINISH
FLOOR, TYP.

CL CL CL
CL CL
CL
N.T.S.

TYP. ACCESSIBLE RESTROOM SYMBOL & SIGN

TYPICAL GEOMETRIC DOOR SYMBOL

PICTORIAL SYMBOL SIGN

OUTSIDE DIMENSION OF THE

PICTOGRAM FIELD SHALL BE A
MINIMUM OF 6 INCHES IN HEIGHT

CHARACTERS SHALL BE RAISED
1/32 INCH MIN., AND A MIN. OF 5/8
INCH HIGH & MAX. OF 2 INCHES
HIGH. UPPERCASE LETTERS
GRADE 2 BRAILLE
3"
NOTE:
- LETTERS AND NUMBERS ON SIGNS SHALL BE RAISE, CONTRASTING IN COLOR, AND HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10, AND RAISE 1/32" MIN., AND BE ACCOMPANIED BY BRAILLE. -WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS AND SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL ALSO BE PROVIDED ON THE STRIKE SIDE OF THE DOOR.

FINISH FLR
N.T.S.

H.C. ACCESSORY NOTES AND DETAILS

Page 165 of 224 ends

69A WATER STREET

SAN FRANCISCO
CALIFORNIA 94133
TEL. 415.749.0302
FAX. 415.928.5152
Revisions:
345 6TH STREET
NEW CONSTRUCTION:

MIXED USE
36-UNIT RESIDENTIAL

These drawings are an industry
standard builders set for building
permit and to assist the contractor
in construction. The drawings
show limited and only
representative/typical details.

SPECIFICALLY EXCLUDED

FROM THE SCOPE OF DESIGN

SERVICES AND AS INDICATED

IN THESE PLANS ARE ALL

WATERPROOFING DETAILS/

DESIGN, WHICH ARE THE

RESPONSIBILITY OF THE
CONTRACTOR/BUILDER.

All attachments, connections,
fastenings, etc., are to be properly
secured in conformance with best
practice, and the Contractor shall
be responsible for providing and
installing them.

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.:

DRAWING
0515 345 6TH STREET
4/8/13 - PROGRESS SET
4/8/13
RH
TM
0515
A-5.3
of sheets3330
PLANNING REV #1 10/18/051

ACCESSIBILITY DETAILS
PLANNING REV #2 08/09/062
PLANNING REV #3 06/21/073
PLANNING REV #4 10/29/084
PLANNING REV #5 03/04/095
PLANNING REV #6 04/17/096
BLDG PROGRESS 04/17/097

FOR SITE PERMIT ONLY
(NOT FOR CONSTRUCTION)
SITE PERMIT 07/03/12
1 2
1/4" MAX.

INTERIOR
CBC 1133B.2.4.1
1/2" MAX AT
1:2 SLOPE

EXTERIOR
5'-0"
3"

PLAQUE LOCATION

CENTER ON DOOR
BRAILLE SIGN. MOUNT WITHIN
6" OF JAMB W/ TEXT TO
MATCH USE. PROVIDE

INTERNATIONAL SYMBOL OF
ACCESSIBILITY.

DOOR JAMB

KICK PLATE, WHERE OCCURS

FINISHED FLOOR LINE
SEE 5/- FOR

SIGNAGE
DETAIL
CL
1"
3" 6"
9"
6"
1'-0" DIAMETER
10 2
4 1
10 UNISEX

TOILET ROOM
2 1

ON PLAQUE WITH BRAILLE CHARACTERS
TEXT HEIGHT: 3/4"

OF ACCESSIBILITY
"UNISEX"
1/32" RAISED TEXT CENTERED
BELOW. REVISE COPY TO
TEXT STYLE: HELVETICA

INTERNATIONAL SYMBOL
LEGEND
4 10

WHITE COLORED GRAPHICS

BLACK BACKGROUND WITH
GRADE 2 BRAILLE CHARACTERS
5 5 1/4" THICK EQUILATERAL

TRIANGLE SUPERIMPOSED
OVER 1/4" THICK CIRCLE
NOTE: ACCESSIBLE SIGNAGE TO COMPLY
WITH CBC 1115.B.6. SEE 4/- FOR SIGN

ROLL-IN SHOWER-

SLOPE TO DRAIN
MAX 1/2" PER FT

TYP BATHROOM PLAN WITH SHOWER
NOTE: ALL DIMENSIONS ARE MINIMUM CLEAR DIMENSIONS
30"X 48"
CLR
30"X 48"
CLR
30"X 48"
CLR
MIN.

MULTIFAMILY DWELLING UNITS

FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH

FOR DOORS WITH BOTH

LATCH AND CLOSER
(DOORS W/O CLOSER = 44")
(DOORS W/O CLOSER = 44")
@ UNIT INTERIORS
PER SEC. 1126A.3

PULL SIDE

PUSH SIDE

EXCEPTIONS:

IF Y > 60", X = 24" MIN @ EXTERIOR DOORS
IF Y > 60", X = 18" MIN @ INTERIOR DOORS

WITHIN UNIT

WITHIN UNIT
24" @ EXT DRS
SCALE: 3" = 1'-0"6 ACCESSIBLE THRESHOLD
SCALE: 1/2" = 1'-0"2 ACCESSIBLE SIGNAGE HEIGHT
SCALE: 3" = 1'-0"3 ACCESSIBLE BATHROOM SIGNAGE (COMMERCIAL)

NOT TO SCALE
1 ACCESSIBLE BATH - GRAB BARS
SCALE: 1' = 1'-0"9 ACCESSIBLE ELEVATOR CLEARANCES

KITCHEN ADA REQUIREMENT NOTES
NOTE: ALL KITCHENS SHALL COMPLY WITH SEC. 1133A

HOUSING ACCESSIBILITY
446 2013 CALIFORNIA BUILDING CODE
person in a wheelchair shall be provided at the range
or cooktop.

2. A clear floor space at least 30 inches (762 mm) by 48 inches (1219 mm) that allows either a parallel or for-
ward approach shall be provided at the kitchen sink
and all other fixtures or appliances including the oven, dishwasher, refrigerator/freezer and trash compactor.

3. A clear floor space at least 30 inches (762 mm) by 48 inches (1219 mm) that allows either a parallel or a for- ward approach shall be provided at the work surface
required by Section 1133A.4.

4. The centerline of the 30-inch (762 mm) by 48-inch
(1219 mm) clear floor space provided for parallel or
forward approach shall be aligned with the centerline
of the work space, appliance or fixture.
1133A.2.1 Clear width. Kitchens shall have a minimum
clear width measured between any cabinet, countertop or the face of any appliance (excluding handles and controls) that projects into the kitchen and the opposing cabinet, countertop, appliance or wall as follows:

1. U-shaped kitchens, designed with parallel approach
at a range or cooktop located at the base of the U,
shall have a minimum clear width of at least 60
inches (1524 mm). (See Figure 11A-10A.)

2. U-shaped kitchens, designed with a cooktop or sink
located at the base of the U, which provides a knee
and toe space in accord ance with Section 1133A.7
to allow for a forward approach, shall have a clear
width of at least 48 inches (1219 mm). (See Figure
11A-10A.)

3. All other kitchen designs shall provide a minimum
clear width of at least 48 inches (1219 mm). (See
Figure 11A-10A.)
1133A.3 Removable base cabinets. Sinks and work surfaces required by Section 1133A.4 (see Item 1 and Item 2) shall be provided with knee and toe s pace complying with Section 1133A.7. Base cabinets (including toeboard and shelving) directly under kitchen sinks and work surfaces shall be removable without the use of sp ecialized tools or specialized knowledge in order to provide knee and toe space. The finish floor beneath kitchen sinks and work surfaces shall be
extended to the wall.
1133A.4 Countertops. Kitchen countertops shall comply with this section and shall be provided with the following:

1. A minimum linear length of 30 inches (762 mm) of
countertop shall be provided for the kitchen sink instal- lation.

2. A minimum linear length of 30 inches (762 mm) of
countertop shall be provided for a work surface.

3. Sinks and work surfaces may be a single integral unit a minimum of 60 inches (1524 mm) in length, or be sepa-
rate components.

Exception: Two 15-inch (381 mm) wide minimum
breadboards may be provided in lieu of the required
30 inches (762 mm) of countertop work surface.
1133A.4.1 Repositionable countertops. Repositionable
countertops shall be provided in a minimum of 5 percent of the covered multifamily dwelling units. Repositionable countertops shall comply with the following:

1. Sinks and work surfaces required by Section
1133A.4 shall be designed to enable repositioning to
a minimum height of 28 inches (711 mm).

2. Base cabinets directly under sinks and work surfaces shall be removable as required in Section 1133A.3.

3. The sides of adjacent cabinets and the back wall,
which may become exposed to moisture or food han-
dling when a countertop is lowered, shall be con-
structed of durable, nonabsorbent materials
appropriate for such uses.

4. Finished flooring shall be extended to the wall
beneath the sink and work surface.

Exceptions:

1. Stone, cultured stone and tiled countertops
may be used without meeting the reposi-
tioning requirements.

2. Two 15-inch (381 mm) wide minimum
breadboards may be provided in lieu of the
required 30 inches (762 mm) of countertop
work surface, and used without meeting the
repositioning requirements.
1133A.5 Lower shelving. Lower shelving and/or drawer
space shall be provided in the kitchen at a height of no more than 48 inches (1219 mm) above the floor.
1133A.6 Kitchen sink faucet controls. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist.

The force required to activate controls shall be no greater than 5 pounds (22.2N). Lever- operated, push-type and elec- tronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds.
1133A.7 Knee and toe space. Knee and toe space, when
required by Section 1133A, shall comply with Section
1138A.2 and the following:

1. The knee and toe space shall be clear and unob-
structed, or removable base cabinets in compliance
with Section 1133A.3 shall be provided.

2. The knee and toe space shall be 30 inches (762 mm)
wide minimum, cent e
red on the sink, countertop or
appliance.

3. A clear floor space shall not extend into the knee and toe space more than 19 inches (483 mm).
1133A.7.1 Plumbing protection. Water supply and drain
pipes under kitchen sinks shall be insulated or otherwise cov- ered to protect against contact. There shall be no sharp or abrasive surfaces under kitchen sinks.
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JULY 1, 2015 SUPPLEMENT
BLUE
JULY 1, 2015 SUPPLEMENT
BLUE
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HOUSING ACCESSIBILITY
2013 CALIFORNIA BUILDING CODE 445

3. Secondary exterior doors onto decks, patios or balcony surfaces constructed of impervious materials (e.g., con- crete, brick, flagstone) may have a maximum change in
height from the interior landing of 4 inches (101.6 mm).

Changes in height greater than
1/2 inch (12.7 mm) shall
be accomplished by means of a ramp complying with
Section 1114A or by means of a platform constructed to
the level of the floor as illustrated in Figure 11A-8J.

4. Secondary exterior doors onto decks, patios or balcony surfaces constructed of impervious materials (e.g., con- crete, brick, flagstone) may have a maximum change in
height from the interior landing of 1 inch (25.4 mm),
provided a ramp with a maximum slope of 1:8 is per-
manently installed. (See Figure 11A-8K.)

5. In buildings containing covered multifamily dwelling units, the floor or landing immediately outside the entry may be sloped up to
1/4 inch (6.35 mm) per foot (12
inches) (305 mm), in a direction away from the primary
entrance of the dwelling unit for drainage.
1132A.4.1 Thresholds. Thresholds at the primary entry and required exit doors shall be no higher than 1/2 inch (12.7 mm). Thresholds at secondary exterior doors, including slid- ing door tracks, shall be no higher than
3/4 inch (19.05 mm).

Changes in height at interior door thresholds (e.g., floor material changes at door thresholds) shall not exceed 1/2 inch (12.7 mm). Thresholds shall comply with the following:

1. Thresholds with a change in height of not more than
1/4 inch (6.35 mm) may be vertical.

2. Thresholds with a change in height between 1/4 inch
(6.35 mm) and 3/4 inch (19.05 mm) shall be beveled
with a slope no greater than 1 unit vertical in 2 units horizontal (50-percent slope).
1132A.5 Maneuvering clearances at doors.
1132A.5.1 General. The floor or landing on the dwelling unit side of the primary entry door and any required exit door shall have a minimum length of not less than 44
inches (1118 mm). Section 1126A.3 shall apply to maneu- vering clearances at the side of the door exposed to com- mon or public use spaces.

Manuevering clearances at interior doors shall provide
a minimum length on both sides of the door of at least 42 inches (1067 mm) measured at a right angle to the plane of the door in its closed position.

Exception: A 39-inch (991 mm) length is acceptable at
interior doors when a minimum clear opening width of
34 inches (864 mm) is provided.
1132A.5.2 Strike edge maneuvering space at doors. The
width of the level area on the side to which the door
swings shall extend 18 inch es (457 mm) past the strike edge for all doors. The width of the level area at the exte- rior side of the primary entry door and any required exit doors shall comply with Section 1126A.

Notes:

1. See Section 1134A for bathrooms that are required
to be accessible.

2. Twenty-four inches (610 mm) is preferred for
strike edge clearance.
1132A.6 Closer-effort to operate doors. Maximum effort to operate doors shall not exceed 8
1/2 pounds (38 N) for exterior
doors and 5 pounds (22 N) for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door oper ators may be utilized to meet these standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate enforcement agency, not to exceed 15 pounds (66.7 N).
1132A.7 Type of lock or latch. The type of latch and lock required for all doors shall be in accordance with Section 1132A.8 and Chapter 10, Section 1008.
1132A.8 Hand-activated door hardware. Hand-activated
door latching, locking and opening hardware shall be cen- tered between 30 inches (762 mm) and 44 inches (1118 mm) above the floor. Latching and locking doors that are hand- activated and on an accessible route shall be operable with a single effort by lever-type hardware, panic bars, push-pull activating bars or other hardware designed to provide pas- sage without requiring the ability to grasp the opening hard- ware. Locked exit doors shall operate consistent with Section 1132A.6, in the direction of egress.
1132A.8.1 Lever-type hardware. The lever or lever of
actuated latches or locks shall be curved with a return to within
1/2 inch (12.7 mm) of the door to prevent catching
on the clothing of persons during egress in Group R and U occupancies with an occupant load greater than 10.
1132A.9 Smooth surface. Swinging door or gate surfaces
within 10 inches (254 mm) of the finish floor or ground mea- sured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped.

Exceptions:

1. Automatic doors.

2. Tempered glass doors without stiles and having a
bottom rail or shoe with the top leading edge
tapered at 60 degrees minimum from the horizontal.

3. Doors or gates that do not extend to within 10
inches (254 mm) of the finish floor.
1132A.10 Door signal devices. Every primary entrance to a covered multifamily dwelling unit shall be provided with a door buzzer, bell, chime or equivalent. The activating mecha- nism shall be mounted a maximum of 48 inches (1219 mm)
above the floor and connected to permanent wiring.

SECTION 1133A

KITCHENS
1133A.1 General. Kitchens shall be on an accessible route and shall comply with this section. (See Figure 11A-10A.) 1133A.2 Clear floor space. Clear floor space at kitchens shall comply with the following:

1. A clear floor space at least 30 inches (762 mm) by 48 inches (1219 mm) that allows a parallel approach by a
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BATHING AND TOILET FACILITIES ADA REQUIREMENTS
(ONLY ONE COMPLYING BATHROOM IS PROVIDED):

1.TOILET, BATHING AND SHOWER FACILITIES SHALL COMPLY WITH SEC. 1134A.4

2. BATHTUBS SHALL COMPLY WITH SEC. 1134A.5

3. SHOWERS SHALL COMPLY WITH SEC. 1134A.6

4. WATER CLOSETS SHALL COMPLY WITH SEC. 1134.7

5. LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH SEC. 1134A.8

6. WHERE BOTH A TUB AND SHOWER ARE PROVIDED IN THE BATHROOM, AT LEAST ONE SHALL BE MADE ACCESSIBLE. ADDITIONAL

REQUIREMENTS APPLY TO DWELLING UNITS CONTAINING TWO OR MORE BATHROOMS WHEN A BATHTUB IS PROVIDED AS THE ACCESSIBLE BATHING FIXTURE.

7. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BE MADE ACCESSIBLE AND COMPLY WITH SEC. 1134A.8

8. BATHROOMS SHALL BE PROVIDED WITH AN ACCESSIBLE ROUTE INTO AND THROUGH THE BATHROOM.

9. IF A DOOR IS PROVIDED, IT SHALL COMPLY WITH THE REQUIREMENTS OF SEC. 1132A.5

10. A MINIMUM 18-INCH CLEAR MANEUVERING SPACE SHALL BE PROVIDED ON THE SWING SIDE OF THE DOOR AT THE STRIKE EDGE OF THE DOOR.

11. SWITCHES, OUTLETS AND CONTROLS SHALL COMPLY WITH SEC. 1142A

12. REINFORCED WALLS TO ALLOW FOR THE FUTURE INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB AND SHOWER SHALL COMPLY WITH SEC. 1134A.5 FOR BATHTUBS, 1134A.6 FOR SHOWER AND 1134A.7 FOR WATER CLOSETS. GRAB BARS SHALL COMPLY WITH SEC 1127A.4

13. ALL OTHER ADDITIONAL BATHROOMS MUST COMPLY WITH ITEMS 8 THROUGH 12 ABOVE.

14. ALL POWDER ROOMS SHALL BE DESIGNED TO COMPLY WITH SEC. 1134A.2, AND ITEMS 8 THROUGH 12 ABOVE. WHEN THE POWDER ROOM IS THE ONLY TOILET FACILITY LOCATED ON AN ACCESSIBLE LEVEL, IT SHALL COMPLY WITH ITEMS 1 THROUGH 12 ABOVE, PLUS ALL ADDITIONAL REQUIREMENTS LOCATED IN SEC. 1134A.4, 1134A.7 AND 1134A.8.

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1/4" 2- SDS SCREWS
TO EA. STUD
F. FLR.

TYP. BATHROOM
30 48
18" MIN.

MIN. 60"
30" MIN.
36" MIN. CLR
24" MAX
18" MIN.
48" MIN.
8'-0" MIN.
32" MIN. CLR
5'-6" MIN.
36" MIN.
30 3018 999
30"
48"
30"
48"
30"
48"
TYP. KITCHEN
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.6 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
TYP. GRAB BAR REINFORCEMENT
N.T.S.

PART TWO: CHAPTER 6

FAIR HOUSING ACT DESIGN MANUAL
Because of standard stud spacing,
reinforced areas often will have
to be longer than specified to
support necessary blocking.
24" min.
horizontal
2" thick solid
12" max.
16" o.c. 16" o.c.
wood blocking
Plan View of Extended Horizontal Blocking
Between Conventional Wood Studs
16" o.c. 16" o.c.

Additional vertical studs can be placed at
ends of each specified r
einforced area. This
method is more expensive, difficult to install
accurately, and more difficult to find after
construction. It provides less flexibility in bar 12" max. 24" min. placement and is more likely to result in a
weak connection.

Additional Stud Method
of Reinforcing for Grab Bars
A manufactured, formed metal
reinforcing plate can be spot
welded or screwed to studs.
metal
plate
metal
studs
Reinforcing at Metal Studs

6.16 1/4" METAL PLATE

METAL STUDS
1/4" 2- SDS
SCREWS TO EA.

STUD

GRAB BAR ATTACHMENT
PER MFR.

RECOMMENDATION
Reinforcing at WD Studs

Page 166 of 224 ends

S-1
2 HAT MAY BE USED AT PANEL JOINT
ISULATION - THICKNESS VARIES 1"-3"

RAIN SCREEN PANEL

VERTICAL 'Z'

CONNECTOR
HORIZ. 'Z' OR 'HAT'

W/ CONNECTOR

MOTO ROCK INSULATION -
THICKNESS VARIES 1" - 3"
GYP. BOARD SHEATHING

FASTENER PER NOTES
ENGAGE 3 FULL THREADS

TYPICAL
1/16" NYLON WASHER
1/16" NYLON WASHER
NOTE:

IF SHIMMING IS REQUIRED IT SHOULD

BE BETWEEN THE HORIZONTAL AND

VERTICAL MOTO WITH HORSESHOE
SHIMS

SELF SEALING WATER/MOISTURE
BARIER

STUDS BEHIND

INSULATION & GYP
BOARD
'Z' OR
'HAT'
'Z' OR 'HAT'H - HORIZONTAL SPACE PER CHART

V - VERTICAL SPACE PER CHART

FASTENERS PER
NOTES TYP.

OUTSIDE CORNER

INSIDE CORNER
HAT
2 15/16"
7/8"
4 1/8"
4 1/8"4 13/16"
4 13/16"
7/8"
5 7/16"
S-1
3 Sim
S
No. 4063
US
FO AC
TRTAT
S
E TUC
RE
TSIGER
E HOT
O
S
RP
AM
D
SFE
.A

IL F NR
L
O
RA IA
GLE I
REEN
LAN
T
I
CA
O
S NE
SHEET NO.

PROJECT NO.

PROJECT ENGINEER PROJECT DRAFTSMAN

DOCUMENT REVIEW

SHEET TITLE
1ST ISSUE DATE

DRAWN BY
REV. DATE DESCRIPTION

MOTO EXTRUSIONS
inc.
411 CAPITOLA AVENUE
CAPITOLA CA, 95010
PH: 1.855.532.MOTO (6686)
FAX: 1.831.479.9325
8/17/2015 10:49:48 AM
S-1

MOTO EXTRUSION

PROPERTIES
B15-137
8/14/2015
EEC
ALLOWABLE VERTICAL SPACING (V) FOR VARIOUS HORIZ. SPACING AND ALLOWABLE WIND LOADS...

WIND LOAD (ASD) H=12" OR LESS H=12"-29" H=24"-36"
15 PSF 4' - 8" 3' - 8" 3' - 3"
2 0 PSF 4' - 3" 3' - 4" 2' - 11"
25 PSF 3' - 11" 3' - 1" 2' - 9"
30 PSF 3' - 8" 2' - 11" 2' - 7"
35 PSF 3' - 6" 2' - 9" 2' - 5"
40 PSF 3' - 4" 2' - 8" 2' - 4"
45 PSF 3' - 3" 2' - 7" 2' - 3"
50 PSF 3' - 1" 2' - 5" 2' - 2"
SECTION PROPERTIES Lb=2.0 ft. Lb=4.0 ft.

EXTRUSION TYPE Ix (IN4) Iy (IN4) Max (K.IN) May (K.IN) Ma x (K.IN) May (K.IN) HAT 0.084149 1.6011 2.67 7.35 2.56 4.26
INSIDE CORNER 2.011 2.011 1.08 1.05 0.96 0.89
OUTSIDE CORNER 1.4515 1.4515 8.04 8.04 7.73 7.73
Z 0.03478 0.08196 9.87 9.87 9.71 9.71
4ISOMETRIC VIEW
3" = 1'-0"
2SECTION DETAIL
1 1/2" = 1'-0"
3FRAMING ELEVATION
S-1
2 N.T.S.
1ENGINEERING CHART

1. INLAND MILD CLIMATE:

EXTRUSIONS TO BE MIL FINISH
FASTENERS TO BE: #14 SELF DRILLING SCREWS BY ELCO W/ STALGUARD FINISH FOR COSTAL OR SEVERE CLIMATE:

EXTRUSIONS TO BE ANODIZED OR POWDER COATED
FASTENERS TO BE #14 HILTI BI-METAL KWIK-FLEX 304 STAINLESS STEEL

2. STUDS SUPPORTING SYSTEM TO BE 54 MIL Fy = 50 KSI MINIMUM 16 GA STEEL STUDS @ 16"

INCHES ON CENTER

3. WIND LOAD CHARTS MAY BE USED TO DETERMINE ACCEPTABLE LAYOUT FOR SPECIFIC CONDITIONS. ENGINEERING DATA PROVIDED FOR CUSTOM ANALYSIS BY A QUALIFIED ENGINEER.

4. VERTICAL MEMBERS MAY BE Z OR HAT (AT PANEL JOINTS) OR INSIDE OR OUTSIDE CORNER AS

DESIRED WITHOUT MODIFICATION TO CHART

5. CHARTS BASED UPON DEFLECTION CRITERIA OR L/240. IF PANEL SUPPORTED REQUIRES MORE STRINGENT CRITERIA USE ENGINEERED DATA TO DETERMINE REQUIRED SPACING.

6. WIND LOADS LISTED ARE EXTERNAL PRESSURES ONLY. INTERNAL PRESSURES MAY BE SUBTRACTED FROM WALL PRESSURES BEFORE ENTERING CHART.

7. FASTENING OF PANEL TO VERTICAL EXTRUSIONS IS PER PANEL MANUFACTURER GIVEN THE SPECIFIC WIND LOADING REQUIRED.

8. CHARTS ARE LIMITED TO PANELS WEIGHING, 6 PSF MAXIMUM. WEIGHTS BEYOND THIS LIMIT

MUST BE EVALUATED BY A QUALIFIED ENGINEER
NOTES

WATER PROOFING ELEVATION PANEL

DOOR/WINDOW WATER PROOFING & INSTALLATION DETAILS

ROUGHED

IN OPENNING
LINTEL
WINDOW
SILL

SEE NOTE

ATTACH A FILL STRIP OF ASPHALT-SATURATED ROOFING
FELT PAPER AT LEAST 9" WIDE WITH THE TOP EDGE EVEN
WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS
SILL STRIP AT LEAST 8" BEYOND THE EDGE OF THE ROUGH
OPENING FOR WINDOW. ATTACH FELT WITH GALVANIZED
ROOFING NAILS OR RUST-RESISTANT STAPLES.
1 AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT LEAST 9" SIDE WITH INSIDE EDGE OF
FELT EVEN WITH EDGE OF WINDOW OPENING. START
JAMB STRIPS 1" BELOW THE SILL STRIP AND EXTEND JAMB
STRIPS 4" ABOVE THE LOWER EDGE OF THE LINTEL (TOP
OF WINDOW OPENING).
2 1"
4"

SEE NOTE

APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF

THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH

OPENING, WITH FLANGES OVER THE INSTALLED FLASHING
FELT STRIPS. AFTER WINDOW IS PLACED, INSTALL THE
HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS A
STRIP OF BITUMINOUS MEMBRANE AT LEAST 9" WIDE.
3 FLASHING TO BE 15LB.

ASPHALT SATURATED FELT,

SELF HEALING BITUTHENE

MEMBRANE, OR DUPONT
"FLEXWRAP" - TYP.

STARTING AT THE BOTTOM OF THE WALL (SILL PLATE),
LAY WATER - RESISTANT PAPER UNDER THE SILL STRIP.

CUT ANY EXCESS WATER - RESISTANT PAPER THAT MAY

EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE
OPENING. (SHOWN IN DIAGRAM AS SHORT DASHED
LINES). INSTALL SUCCEEDING COURSES OF
WATER-RESISTANT PAPER (B, C. ETC.) OVER JAMB AND
HEAD FLANGES IN SHINGLE-BOARD FASHION.

B
C
A
NOTE

FOR MOISTURE BARRIER
USE "TYVEK" OR

EQUIVALENT HOUSEWRAP
2" MIN
4 DOOR/WINDOW FLASHING
NOTES:

SECTION 1707(B), UNIFORM

BUILDING CODE, CALLS FOR

FLASHING OF ALL EXTERIOR

OPENINGS EXPOSED TO

WEATHER TO MAKE THEM
WEATHERPROOF. SINCE UBC

DOES NOT OUTLINE

PROCEDURES FOR WINDOW

FLASHING, TECHNIQUES SHOWN
HERE ARE RECOMMENDED.
-FOR FLASHING MATERIAL USE
15LB. ASPHALT SATURATED

FELT, SELF HEALING BITUTHENE

MEMBRANE, OR DUPONT
"FLEXWRAP"
-FOR MOISTURE BARRIER USE
"TYVEK" OR EQUIVALENT

HOUSEWRAP
-CAULK BACK OF WINDOW
FRAMES BEFORE SETTING. USE

WINDOWS THAT ARE
WATERTIGHT.

CROSSFIELD PRODUCTS CORP.

DEX-O-TEX FLASHING (TERMINATES

IN REGLET OR COUNTER-FLASHING)

SUBSTRATE (CONCRETE, CONCRETE
TOPPING OVER INSULATION. PLYWOOD,

OR DEX-O-TEX UNDERLAYMENT)

DEX-O-TEX RUBBER-CEMENT

TRAFFIC SURFACE

DEX-O-TEX WATERPROOF LATEX

MEMBRANE (FABRIC-REINFORCED)

DEX-O-TEX SLIP SHEET

NON-COMBUSTIBLE MATERIALS
18"

PARAPET, FIRE RATING & WATER PROOFING
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.7 Typical
Waterproofing
Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 167 of 224 ends

9 1/4"
3'-3 3/8"
2 3/4"
STROKE
1'-5 7/8"
4'-2 3/8"

REFUGE SPACE

SECTION B - B

DRAWN DATEJOB NUMBER
DATE SYM.REVISIONBY
CHKD.

CHKD.

FOR:REV. SHEET NO.

OF 750 HARRISON2 7 AP 8/31/16
5'-0" PIT
11 13/16" BOT. OF STRIKE PLATE
13'-4 1/2" BOTTOM OF MACH. SUPPORT ASSY.
13'-2 1/2" TOP OF RAIL (MIN. SPLICE 5' FROM TOP OF RAIL) 8"9'-5 7/16" UNDER X-HEAD
11'-1" BRACKET AND INSERT
2"
CWT. RUNBY

MAXIMUM DESIGNED COUNTERWEIGHT
RUNBY OF 2 " INCHES.
7'-0" CLEAR ENTRANCE OPENING (TYP.)
8'-3" ROUGH OPENING (TYP.)
5'-2 11/16" TOP OF CWT. WITH CAR ON FULLY

COMPRESSED BUFFERS
5'-0" PIT 84' - 9" NET TRAVEL

SECTION A - A
1 R
15'-5" MINIMUM REQUIRED OVERHEAD
4'-0" MAX.

PIT LADDER
1'-11 3/4"
FLOOR HT. FLOOR
7 - 8
(4) CAVITY FILLERS, 165BDD001, PER ELEVATOR

PLACE CAVITY FILLERS INTO
BOTTOM OF CWT. FRAME
PRIOR TO STACKING FILLERS.

CWT. FILLERS
4'-0"
14'-9" MINIMUM REQUIRED CLEAR UNDER SAFETY BEAM

TOKEN CHAIN
8 - 9
R
11'-7 3/4" O.A. CWT.
93'-7 11/16"
1 7/8"
2"
5'-5"
1'-4 1/2"
8'-10" CAB

CAR RAIL
CDJ469
CAR
GOV.
(BY GEN. CONTR.)
5,000 LB. CAPACITY

SAFETY BEAM
2"
6"
IS B.T.U./HOUR.

CAUSED BY ELEVATOR EQUIPMENT

HEAT LOAD IN OVERHEAD
2,646
2'-1 1/2"
9'-4" TOP OF CAB AT
HIGHEST TRAVEL WITH 8'-10" O.A. CAB HT.
7 7/16"
1'-10 15/16"
1'-6 1/2"
4 1/16"
11'-0 1/4" O.A. STILE1/4"
7 7/16"
1'-0 1/2"3'-6"

FRONT FRONT
ELEVATOR 1
8'-10 11/16
4 - 5
5 - 6
6 - 7
1 - 2 10'-0"
2 - 3
3 - 4
9' - 3"
9 - R 10' - 0"
9' - 3"
9' - 3"
9' - 3"
9' - 3"
9' - 3"
9' - 3"
BDC
A
A
A 12/20/16 AUPDATED FLOOR-TO-FLOOR HEIGHTSJPC AP
DRAWN DATEJOB NUMBERREV. SHEET NO.

OF DATE SYM.REVISIONBY
FOR: 750 HARRISON

DO NOT SCALE THIS DRAWING
CHKD.

CHKD.

THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF THYSSENKRUPP ELEVATOR.
3 7 8/31/16AP

CDJ469
6 7/16"
1'-0 3/4"8 1/4"
8'-9" HOISTWAY
7'-0" PLATFORM
8 1/4"
4'-0 5/16"
7'-9" B.T.B. RAILS
1"
3 1/2"7'-2" D.B.G.

CWT.

CAR
1"
3 1/2"
3'-6 7/8"3'-6 7/8"
CAR P.U.C
A
4'-2 1/4"
CAR STA.
3 3/4"
3" 3'-6"
CLEAR OPNG.
3'-3"
7'-0 3/4" B.T.B. STILES
CAR P.U.C
7'-1 3/4" DIST. BET. P.U.
3'-6" CLEAR OPENING
@ 1-9 & R
11 1/4"
NOTE: IF DRYWALL CONSTRUCTION, INSTALL WALL AFTER
3'-3"
CARHALL STA.

PIT PLAN
6 7/16"
11 3/4"
8'-9" HOISTWAY
4'-0 5/16"
7'-9" B.T.B. RAILS
3 1/2"
7'-2" D.B.G.

CAR RAILS
CWT.

CAR
3 1/2"
4'-2 1/4"
7 1/4"
CWT.

BUFFER

PIT LIGHT BY
R2
R3
R4
R5R6
3 3/4" 8 1/4"
2'-3 1/8" D.B.G.
2'-10 1/8"
B.T.B. RAILS
E-STOP SW.
11"2'-11 5/8"
3 1/2"3 1/2"

PIT SUMP
(BY GEN.CONT.)
10 1/4"
4'-3 3/4"
P.I. @ 1
7'-0" HOISTWAY
1'-3"

PIT LADDER
1'-11 1/2" NOTCH
(1) 6" WIDE X 6" HIGH ELECTRICAL
RACEWAYS REQUIRED. LOCATION IS

DETERMINED BY RELATIONSHIP BETWEEN
CONTROLLER CLOSET AND HOISTWAY.

FINAL LOCATION TO BE VERIFIED WITH
THYSSENKRUPP FIELD SUPERINTENDENT.

B
B
R.L.A.R.L.B.

TOKEN
CHAIN
GEN. CONT.

BUFFER REACTIONS
R2
11,100 LBS.
16,450 LBS.

R4
R3

PIT FLOOR REACTIONS
R5
8,200 LBS.
3,775 LBS.

OVERHEAD SHEAVE ASSY. WT.,
RAILS, AND MACHINE WT.DYNAMIC (IMPACTED)
9,775 LBS.
5,350 LBS.

COMPOSITE REACTIONS
R6
8,025 LBS.
10,775 LBS.
6,450 LBS.
9,200 LBS.
1,575 LBS.

BUFFER
R1R1
BUFFER
3 1/2"
7"
R.L.C.

C SHV.

B
3'-7 3/4"
2'-5 3/8"
7'-0" HOISTWAY
5" FACE OF SILL
6'-3" PLATFORM1 1/4"

CAR RAILS
2'-11 5/8" 8 1/8"
2'-3 1/8"
CWT. D.B.G.
2'-10 1/8"
B.T.B. RAILS
3'-10 5/8"
3 1/2" 3 1/2"
PLAN VIEW : HOISTWAY
A
4'-9"

ROUGH OPENING
3 1/4" 3'-8 3/4"
1'-6"
INSERT
1'-5 1/8"2'-2 5/8"
TYP.
1'-8 5/8" 2'-6"
INSERT ABV. PIT
1'-6"
INSERT
7"

PIT LADDER

BY OTHERS

PIT LADDER POCKET
2 1/2" X 1'-11 1/2"
1'-11 1/2"
2 1/2"

POCKET EXTENDING FROM PIT FLOOR
TO 50" ABOVE THE BOTTOM LANDING
1'-2"
4 1/2" GOV. TAIL WT.

APS TAPE &

POSITIONING SENSOR
LIMIT SW.

ELEVATOR 1
W/ FIRE SERV. @ 1
@ CONC./C.M.U.@ CONC./C.M.U.

BDC
1,575 LBS.
1,575 LBS.
1,575 LBS.

D.B.G. = DIST. BET. GUIDES
B.T.B. = BACK TO BACK RAILS
= TRAVELING CABLE
3"

DEAD ZONE

LOW PROFILE FISHPLATE
E
2 STATE OF CALIFORNIA

APPROVAL NUMBER

GOVERNOR
4753

STATE OF CALIFORNIA

APPROVAL NUMBER
BUFFER
4687A4

BUFFER PART NUMBER
6002AH2

STATE OF CALIFORNIA

APPROVAL NUMBER

CAR SAFETY
4760A1
1 C.R.L.

ELEVATOR 1
A
A
A
A
A
12/20/16 AUPDATED HOISTWAY DIMENSIONS, ADDED HOISTWAY ACCESSJPC H.W. ACC.
@ 1, 9
A
AP
1'-4"
DRAWN DATEJOB NUMBERREV. SHEET NO.

OF DATE SYM.REVISIONBY
FOR: 750 HARRISON

DO NOT SCALE THIS DRAWING
CHKD.

CHKD.

THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF THYSSENKRUPP ELEVATOR.
4 7

OVERHEAD VIEW
A
A
B
8/31/16AP

B
CDJ469
7'-0" HOISTWAY

CAR RAILS
CWT.
4'-0 5/16"
3'-7 11/16"
CAR D.E. HITCHC
2'-11 5/8"
CWT P.U. & D.E. HITCHC
C CAR P.U. & D.E. HITCH
3'-7 3/4"
C CWT P.U.4'-4 5/16"
5'-8 1/16" C CWT D.E. HITCH
1'-3 3/4" SHV.
3'-6 7/8"
CAR P.U.C
7 5/16"
GOV.

FRONT
CAR
8'-9" HOISTWAY
4'-2 1/4"
3'-7 9/16" GOV.
3'-6 7/8"
CAR P.U.C
P.U. = PICK UP
D.S. = DRIVE SHEAVE
ELEVATOR 1
E
2 1
A
12/20/16 AUPDATED HOISTWAY DIMENSIONSJPC
A
A
AP
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.8 Typical Elevator
Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 168 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.9 Elevator UPS
Battery Backup

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Project: UPS System To Backup Elevator System In San Francisco, CA Cl
ient: Universal Electric
Subject: UPS and External Battery Pack Sizing Calculations Section 1. UPS Sizing Calculation
Acc
ording to the elevator submittal package, the upper left corner shows the power consumption data. The UPS is to only supply power to the elevator and the exhaust fan.

Ele
vator's Starting Inrush Power: 58 A * 208V * 1.732 = 20,894.85 VA Exha
ust Fan Typical Specifications: 1P 120V 1/2HP
Exhaust Fan Estimated Load:

Full Load Current: 120V 10A
Starting Inrush Current: 120V 65A
Exha
ust Fan Starting Power requirement: 65A * 120V = 7.8 KVA El
evator And Exhaust Fan Combined Startup Load: 20 KVA + 8 KVA = 28 KVA Minimum Recommended UPS: 40 KVA 3 Phase 208/120V 60Hz On-Line Double Conversion UPS
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Se
ction 2. Battery Sizing Calculation (Backup Time Calculation) -Th
e UPS Battery Bus Voltage Is: 240 Volts DC (12 Volts X 40 Batteries) -Each Battery String Consists Of 20 Individual 12 Volt DC Batteries Connected In Series
-The Elevator's Normal (Average) Operating Current Is 32 Amps -The Operating Power Capacity Requirement Is: 32A * 208V * 1.732 = 11.5 KVA -The Operating Power Capacity Requirement For The Machine Room Exhaust Fan Is:
1 Phase, 120 Volts AC, 60Hz, ½ HP, Estimated At: 1.2KVA -Total Load is 11.5KVA + 1.2KVA = 12.7 KVA
-The UPS Output Power Factory is: 1.0
-The Battery Mode Inverter Efficiency Of The 40KVA UPS When Supplying A Continuous 13 KVA Load Is Approximately 72%
*This
Project Will Use 40 Individual 12 Volt DC 100 Amp Hour Hitachi Chemical Energy Technology CSB Batteries (CSB Model# GPL121000)
-B
attery Cut Off Voltage: 10.5 Volts DC
-Cells Per Battery: 6
-Cell Cut Off Voltage: 1.75 Volts DC
Usi
ng The Cut Off Voltage Of 1.75 Volts Per Cell, The Constant Wattage Discharge Is 599W for 90 Minutes (See CSB Model# GPL121000 For Verification) Eac
h external battery cabinet has 40 CSB GPL121000 batteries (please see below spec sheet).

Si
nce this system will have 1 external battery cabinet, it will have a total of 40 CSB GPL121000 batteries.

Eac
h battery has 1.15 gallons of electrolyte (see below electrolyte and weight list), so each battery cabinet will have 46 gallons of electrolyte, and the system will have 46 gallons of electrolyte.
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
12,700 VA (
Elevator Plus Exhaust Fan) x PF 1.0 / Efficiency 72% / 40 pcs per string / 599W = 0.74 (74%) Of The Currently Configured String Power Is Required To Meet The 90 Minute Backup Time Requirement
Ba
sed On The Above Calculation, Only 74% (0.74) Of The Existing String Of 40 Individual 12 Volt DC 100 Amp Hour Batteries Is Required To Meet The 90 Minute Requirement.

Usi
ng This Battery Configuration, The Normal 12 KVA/10.16 KW Load Will Have Approximately 121 Minutes Of Backup Power (90 Minutes / 0.74).

In C
onclusion, Based On The Above Calculations, The 40KVA UPS With 40 Individual 12 Volt DC, 100 Amp Hour (CSB Model# GPL121000) Batteries Can Provide Backup Power To A Continuous 12.7 KVA / 10.16 KW Load For 111 Minutes.

Actua
l Backup Time Will Likely Exceed 121 Minutes Based On The Operating Characteristics Of A Typical Elevator.
-W
hen The Elevator Starts, It Will Briefly Consume 58 Amps -When The Elevator Is Running, It Will Consume 32 Amps (27A+5A) -When The Elevator Stops (Not Moving), It Will Only Consume 5 Amps 29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Se
ction 3. UPS Configuration
Description: BBP 3 Phase 120/208Y On-Line Double Conversion UPS Model: BBP-AR-33-40K
Power Capacity: 40 KVA / 40 KW
Input: 3 Phase, 4 Wire + Ground (WYE), 208/120 Volts +/- 15%, 60Hz Output: 3 Phase, 4 Wire + Ground (WYE), 208/120 Volts +/- 1%, 60Hz Operating
Temperature:
0C ~ +40C
Dimensions: 790 D*360 W*1010 H (mm)
Weight: 113 Kgs

Page 169 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.10 Elevator UPS
Battery Backup

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Se
ction 4. External Battery Cabinet Configuration
Description: External Battery Cabinet
Model: BBP-AR-33-EBP-LARGE
Input/Output: DC Connections To Controlling UPS
Battery Type: CSB Model# GPL121000
Battery Voltage: 12 Volts DC
Battery Amp
Hour Rating:
100 Amp Hours
Battery
Quantity:
40 Batteries
Battery
Configuration:
40 Individual 12 Volt DC Batteries Wired In Series Creating Dual 240 Volt DC Bus
Operating
Temperature:
0C ~ +40C
Dimensions: 1135 D * 826 W * 1500 H (mm)
Weight: 158 Kgs Empty / 1,518 Kgs With Batteries
TH

IS SECTION INENTIONALLY

Page 170 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.11 Elevator UPS
Battery Backup

Page 171 of 224 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.12 Stairs #1 Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
4'-9" 8'-3" 4'-0"
17'-0"
Stair #1 - Level 2
Scale: 1/4" = 1'-0"2
3'-9" 1'-0"
17'-0"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 3
Scale: 1/4" = 1'-0"
3 4'-8" 1'-0"
17'-0"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 4
Scale: 1/4" = 1'-0"4
4'-8" 1'-0"
17'-0"
ADA

RESTROOM
ELEC. ROOM
2-HR. SHAFT
STAIR 1
LEVEL 1

EV READY
ADA

RESTROOM
ELEC. PANELS
2-HR. SHAFT
STAIR 1
LEVEL 1

EV READY
7'-4" 11'-0" 4'-5" 4'-0"
Stair #1 - Level 2
Scale: 1/4" = 1'-0"1
18'-4" 8'-5"
6'-3"4'-7"
4'-7"4'-0"
8'-7"
26'-9"
1'-11"
1'-11"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 6
Scale: 1/4" = 1'-0"6
4'-3" 1'-5"
17'-0"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 7
Scale: 1/4" = 1'-0"
7 4'-8" 1'-0"
17'-0"
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
6'-2" 7'-4" 4'-0"
6'-2" 7'-4" 4'-0"
17'-6"
Stair #1 - Level Roof
Scale: 1/4" = 1'-0"8
5'-2" 1'-0"
17'-6"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 5
Scale: 1/4" = 1'-0"5
4'-3" 1'-5"
17'-0"
MIN.6'-8"
Section @ Stairs #1
Scale: 1/4" = 1'-0"9
GARAGE
W3.1
A6.2
C-2
A6.2
C-2
A6.2
2nd F.F.
129'-0"
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Garage F.F.
115'-6"
9'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
7'-6"±

Page 172 of 224 ends

DN
UP

+120'

+115.5'
2-HR. SHAFT
STAIR 2
DN
UP

+120'

+115.5'
2-HR. SHAFT
STAIR 2
Stair #2 - Level 1
Scale: 1/4" = 1'-0"1
4'-0"4"4'-1"2'-9"5'-0"
8'-5"7'-9"
4'-2" 1'-11" 6'-6"
12'-7" 4'-0"
1'-11" 2'-1"
16'-7"
8'-0" 4'-7" 4'-0"
1'-0" 1'-11"
9 UP
DN
2-HR. SHAFT
STAIR 2
8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 8'-3" 4'-9"
17'-0"
Stair #2 - Level 3
Scale: 1/4" = 1'-0"3
17'-0"
1'-0" 3'-9"
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.13 Stairs #2 Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
7'-3"
(MIN. 6'-8")
Section @ Stairs #1
Scale: 1/4" = 1'-0"9
W3.1
A6.2
C-2
A6.2
C-2
A6.2
C-2
A6.2
W-3
A6.2
MIN.6'-8"
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
8'-4"
(MIN. 6'-8")
2nd F.F.: +129'-0"

3rd F.F.: +139'-0"

4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Garage F.F.
115'-6"
9'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"
123'-5"

UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 4
Scale: 1/4" = 1'-0"4
17'-0"
1'-0" 4'-8"
UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 7
Scale: 1/4" = 1'-0"7
17'-0"
1'-0" 4'-8"
DN
2-HR. SHAFT
STAIR 2
8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 6'-2"
4'-0" 7'-4" 6'-2"
17'-6"
Stair #2 - Level Roof
Scale: 1/4" = 1'-0"8
17'-6"
1'-0" 5'-2"
UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 5
Scale: 1/4" = 1'-0"5
17'-0"
1'-0" 4'-8"
UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 6
Scale: 1/4" = 1'-0"6
17'-0"
1'-0" 4'-8"

+123'5"

+129' 2-HR. SHAFT
STAIR 2DN UP
DN

+123'5"

+129' 2-HR. SHAFT
STAIR 2DN UP
DN
Stair #2 - Level 2
Scale: 1/4" = 1'-0"
2 3'-9" 1'-11" 7'-4" 17'-4" 13'-9"
4'-0"4"4'-0"
4'-0"
10'-1" 5'-6"

Page 173 of 224 ends

Daly City City CouncilSeptember 25, 2023

Daly City City Council
September 25, 2023