tic
29 15
(3
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7. 34
21 7
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Fu
73 8/
2 St
)
city
Ta
eo
original calc submittal
provide for reference
only. FM
7.j.2
Packet Pg. 1580 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G6-99 1/19ah Page 6
Enclosure and Subbase Fuel Tank Specifications (continued) Fuel Tank
Capacity,
L (gal.)
Est. Fuel
Supply
Hours at
60 Hz with
Full Load,
Nominal/
Actual
Enclosure and Subbase Fuel Tank
Fuel Tank
Height (or
additional
skid height
with no tank),
mm (in.)
Sound
Pressure
Level at 60 Hz
with Full
Load,
Weather/
Sound,
dB(A)]
Max. Dimensions, mm (in.) Max. Weight, kg (lb.) *
Length Width Height
With Steel
Enclosure
With Aluminum
Enclosure
100REOZJF Standard Tank
No Tank 0
2821 (111.1) 1156 (45.5)
1723 (67.8) 1592 (3510) 1461 (3220) 150 (6)
791 (209) 24/25 2081 (81.9) 1875 (4134)* 1744 (3844)* 508 (20) 82/69 1696 (448) 48/54 3400 (133.9) 2386 (93.9) 2070 (4564)* 1939 (4274)* 813 (32) 100REOZJF State Code Fuel Tank [
814 (215) 24/26
3400 (133.9) 1156 (45.5) 2111 (83.1) 2105 (4641)* 1974 (4351)* 432 (17) 1571 (415) 48/50 2441 (96.1) 2345 (5170)* 2214 (4880)* 762 (30) 82/69 3089 (816) 96/96 3607 (142.0) 1829 (72.0) 2536 (99.8) 3167 (6981)* 3042 (6706)* 813 (32.0) 125REOZJG Standard Fuel Tank
No Tank 0
3532 (139.0) 1153 (45.4)
1739 (68.5) 1651 (3632) 1515 (3333) 0 (0)
1128 (298) 24/30 2222 (87.5) 2400 (5280)* 2264 (4981)* 483 (19) 87/73 2207 (583) 48/58 2653 (104.4) 2751 (6052)* 2615 (5753)* 914 (36) 125REOZJG State Code Fuel Tank [
1196 (316) 24/31
4414 (173.8) 1153 (45.4) 2328 (91.7) 2382 (5240)* 2446 (4941)* 483 (19) 2252 (595) 48/60 2683 (105.6) 2654 (5839)* 2500 (5511)* 838 (33) 87/73 4403(1163) 96/113 4445 (175.0) 1829 (72.0) 2654 (104.5) 3707 (8173)* 3571 (7873)* 914 (36.0) 150REOZJF Standard Fuel Tank
No Tank 0
3532 (139.0) 1153 (45.4)
1739 (68.5) 1860 (4101) 1724 (3800) 0 (0)
1128 (298) 24/25 2222 (87.5) 2609 (5752)* 2473 (5452)* 483 (19) 86/75 2207 (583) 48/49 2653 (104.4) 2960 (6526)* 2824 (6226)* 914 (36) 150REOZJF State Code Fuel Tank [
1196 (316) 24/27
4414 (173.8) 1153 (45.4) 2328 (91.7) 2591 (5712)* 2455 (5412)* 483 (19) 2252 (595) 48/50 2683 (105.6) 2890 (6361)* 2727 (6012)* 838 (33) 86/75 4403(1163) 96/95 4445 (175.0) 1829 (72.0) 2654 (104.5) 3839 (8463)* 3702 (8163)* 914 (36.0) 180REOZJG Standard Fuel Tank
No Tank 0
4094 (161.2) 1338 (52.7)
2038 (80.2) 1928 (4250) 1780 (3925) 0 (0)
1514 (400) 24/31 2521 (99.3) 2861 (6307)* 2713 (5981)* 483 (19) 85/72 2869 (758) 48/58 2927 (115.2) 3255 (7176)* 3107 (6850)* 889 (35) 180REOZJG State Code Fuel Tank [
1556 (416) 24/32
5008 (197.2) 1338 (52.7) 2601 (102.4) 3162 (6971)* 3014 (6646)* 457 (18) 2896 (765) 48/59 2906 (114.4) 3488 (7690)* 3340 (7363)* 762 (30) 85/72 5742(1517) 96/106 5436 (214.0) 1829 (72.0) 2935 (115.5) 3760 (8289)* 3474 (7659)* 914 (36.0) 200REOZJF Standard Fuel Tank
No Tank 0
4094 (161.2) 1338 (52.7)
2025 (79.7) 2508 (5530) 2223 (4900) 0 (0)
1514 (400) 24/26 2508 (98.7) 3441 (7587)* 3156 (6957)* 483 (19) 87/75 2869 (758) 48/49 2914 (114.7) 3836 (8456)* 3550 (7826)* 889 (35) 200REOZJF State Code Fuel Tank [
1575 (416) 24/27
5008 (197.2) 1338 (52.7) 2588 (101.9) 3743 (8251)* 3456 (7621)* 457 (18) 2896 (765) 48/50 2893 (113.9) 4069 (8970)* 3783 (8340)* 762 (30) 87/75 5742(1517) 96/95 5436 (214.0) 1829 (72.0) 2935 (115.5) 4236 (9339)* 3950 (8709)* 914 (36.0) Note: Data in table is for reference only, refer to the respective ADV drawings for details. * Max. weight includes the generator set (wet) using the largest alternator option, enclosure with acoustic insulation added, silencer, and tank (no fuel). [ State code fuel tank specifications (height and weight) include I-beam option. ] Log average sound pressure level of 8 measured positions around the perimeter of the unit at a distance of 7 m (23 ft). Refer to TIB-114 for details.
3400 (133.9) 1156 (45.5) 2441 (96.1)
With Steel
Enclosure
2/69
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)*
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(49
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A
original calc submittal
provide for reference
only. FM
7.j.2
Packet Pg. 1581 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G6-99 1/19ah Page 7
Enclosure and Subbase Fuel Tank Specifications (continued) Fuel Tank
Capacity,
L (gal.)
Est. Fuel
Supply
Hours at
60 Hz with
Full Load,
Nominal/
Actual
Enclosure and Subbase Fuel Tank Fuel Tank
Height (or
additional
skid height
with no tank),
mm (in.)
Sound
Pressure
Level at 60 Hz
with Full Load,
Weather/
Sound, dB(A)]
Max. Dimensions, mm (in.) Max. Weight, kg (lb.) *
Length Width Height
With Steel
Enclosure
With Aluminum
Enclosure
230REOZJE Standard Fuel Tank
No Tank 0
4121 (162.3) 1338 (52.7) 2153 (84.8) 2654 (5850) 2540 (5600) 260 (10) 87/75 1787 (472) 24/29 2655 (104.5) 3561 (7850)* 3447 (7600)* 762 (30) 230REOZJE State Code Fuel Tank [
2101 (555) 24/34 5009 (197.2) 1338 (52.7) 2894 (113.9) 3895 (8587)* 3782 (8337)* 635 (25) 87/75 3573 (944) 48/58 5325 (209.7) 3173 (124.9) 4504 (9930)* 4391 (9680)* 914 (36) 250REOZJE Standard Fuel Tank
No Tank 0
4121 (162.3) 1338 (52.7) 2153 (84.8) 2699 (5950) 2585 (5700) 260 (10) 89/75 1787 (472) 24/26 2655 (104.5) 3606 (7950)* 3493 (7700)* 762 (30) 250REOZJE State Code Fuel Tank [
2101 (555) 24/31 5009 (197.2) 1338 (52.7) 2894 (113.9) 3940 (8687)* 3827 (8437)* 635 (25) 89/75 3573 (944) 48/53 5325 (209.7) 3173 (124.9) 4550 (10030)* 4436 (9780)* 914 (36) 275REOZJE Standard Fuel Tank
No Tank 0
4121 (162.3) 1338 (52.7) 2153 (84.8) 2835 (6250) 2722 (6000) 260 (10) 89/75 1787 (472) 24/24 2655 (104.5) 3742 (8250)* 3629 (8000)* 762 (30) 275REOZJE State Code Fuel Tank [
2101 (555) 24/28 5009 (197.2) 1338 (52.7) 2894 (113.9) 4076 (8987)* 3963 (8737)* 635 (25) 89/75 3573 (944) 48/48 5325 (209.7) 3173 (124.9) 4686 (10330)* 4572 (10080)* 914 (36) 300REOZJ Standard Fuel Tank
No Tank 0
4121 (162.3) 1338 (52.7) 2153 (84.8) 2835 (6250) 2722 (6000) 260 (10) 89/75 2067 (546) 24/24 2731 (107.5) 3770 (8311)* 3656 (8061)* 838 (33) 300REOZJ State Code Fuel Tank [
2101 (555) 24/25 5009 (197.2) 1338 (52.7) 2894 (113.9) 4076 (8987)* 3963 (8737)* 635 (25) 89/75 4065(1074) 48/48 5588 (220.0) 3173 (124.9) 4644 (10238)* 4530 (9988)* 914 (36) Note: Data in table is for reference only, refer to the respective ADV drawings for details. * Max. weight includes the generator set (wet) using the largest alternator option, enclosure with acoustic insulation added, silencer, and tank (no fuel). [ State code fuel tank specifications (height and weight) include I-beam option. ] Log average sound pressure level of 8 measured positions around the perimeter of the unit at a distance of 7 m (23 ft). Refer to TIB-114 for details.
er
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2 4(1
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Ta
original calc submittal
provide for reference
only. FM
7.j.2
Packet Pg. 1582 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX E
BUILDING ENERGY ANALYSIS REPORT
7.j.2
Packet Pg. 1583 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) This Page Intentionally Left Blank
7.j.2
Packet Pg. 1584 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Project Designer:
Report Prepared by:
Job Number:
Date:
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2019 Building Energy Efficiency Standards.
This program developed by EnergySoft Software – www.energysoft.com. 570 10th Street, Suite 201
Shah Kawasaki Architects
Oakland, CA 94607
510-379-2265
1280 Alameda de las Pulgas
San Carlos Fire Station No. 16
San Carlos, CA 94070
1500 Palm Street
3C Engineering, Inc.
Benjamin Swanson
San Luis Obispo, CA 93401
805-540-3363
19204
5/7/2021
REVIEWED FOR CODE COMPLIANCE
DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7.j.2
Packet Pg. 1585 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
TABLE OF CONTENTS
Cover Page
Table of Contents
Form PRF-01-E Certificate of Compliance
1 2
3 7.j.2
Packet Pg. 1586 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
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7.j.2
Packet Pg. 1600 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX F
HAZARDOUS BUILDING MATERIAL
SURVEY REPORT FOR DEMOLITION
7.j.2
Packet Pg. 1601 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) This Page Intentionally Left Blank
7.j.2
Packet Pg. 1602 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
HAZARDOUS BUILDING MATERIAL SURVEY REPORT
FOR DEMOLITION
FIRE STATION #16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS,CALIFORNIA 94070
Essel Project Number: 128.22001
Prepared for:
Mr. Vatsal Patel
Senior Engineer, City of San Carlos
600 Elm Street
San Carlos, California 94070
[email protected]
(650) 802-4202
Prepared by:
Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
(800) 595-7616
March 8, 2022
7.j.2
Packet Pg. 1603 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
ii
CONTENTS
1.0 INTRODUCTION .................................................................................................................... 1
1.1 Background and Site Description .................................................................................. 1
2.0 FIELD AND LABORATORY WORK .................................................................................. 1
2.1 Field Work ................................................................................................................... 1
2.1.1 Asbestos Building Materials ............................................................................. 1
2.1.2 Lead Based Paints ............................................................................................ 2
2.1.3 Polychlorinated Biphenyls (PCBs) Screening Assessment ................................ 3
2.1.4 Universal Hazardous Waste (UHW) ................................................................. 3
2.2 Laboratory Analyses ..................................................................................................... 4
2.2.1 Asbestos Laboratory Analyses.......................................................................... 4
2.2.2 Lead Laboratory Analyses ................................................................................ 5
3.0 REGULATORY OVERVIEW ................................................................................................ 5
3.1 Asbestos Building Materials ......................................................................................... 5
3.2 Naturally Occurring Asbestos (NOA) ........................................................................... 6
3.2 Lead-Based Paints ........................................................................................................ 7
4.0 RESULTS AND RECOMMENDATIONS ............................................................................ 8
4.1 Asbestos-Containing Building Material Sampling Summary ......................................... 8
4.1.2 Asbestos Recommendation............................................................................... 9
4.2 Lead-Based Paint Sampling Summary ........................................................................ 10
4.2.1 Lead-Based Paint Bulk Sampling ................................................................... 10
4.2.2 XRF-Testing .................................................................................................. 11
4.2.3 Lead Recommendation ................................................................................... 11
4.3 PCBs-Containing Building Materials .......................................................................... 12
4.4 Universal Hazardous Wastes (UHWs) Summary ......................................................... 13
5.0 SURVEY LIMITATIONS ..................................................................................................... 14
6.0 SIGNATURES......................................................................................................................... 15 Tables
Table 1: Summary of Asbestos Building Material Survey Results Table 2: Summary of Bulk Lead-Based Paint Sampling Results Table 3: Summary of XRF Survey Results
APPENDICES
APPENDIX A: SITE PHOTOGRAPHS
APPENDIX B: SAMPLE LOCATION DIAGRAMS
APPENDIX C: LABORATORY ANALYTICAL REPORT AND
CHAIN-OF-CUSTODY FORMS
APPENDIX D: CERTIFICATIONS
APPENDIX E: CAL/OSHA LEAD IN CONSTRUCTION STANDARD
7.j.2
Packet Pg. 1604 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
1 1.0 INTRODUCTION
Essel Environmental & Emergency Response (Essel) was retained by Mr. Vatsal Patel of the City of San Carlos (“Client”) to perform a hazardous building materials demolition survey at the Fire Station #16 located at 1280 Alameda De Las Pulgas in the City of San Carlos, California (herein referred to as the Site). The purpose of the investigation was to identify asbestos-containing materials (ACM), lead-based paints (LBP), and Universal Hazardous Waste (UHW) prior to demolition.
Since the building was occupied at the time of the survey, only a limited amount of destructive sampling was performed. Due to the limitations of the investigation, some items, which may have been concealed inside of walls, crawlspaces, or otherwise hidden, may not have been sampled.
Prior to demolition of the building and once the Site has been vacated, a follow-up investigation should be performed in order to assess for any hidden materials which may not have been available to sample at the time of this survey.
1.1 Background and Site Description
On February 23, 2022, Essel representatives, Ms. Jaime Warren, Mr. Ron Packard, and Mr. Frank Saldate performed the hazardous materials demolition survey. Ms. Warren is a California Occupational Safety and Health Administration (Cal-OSHA) Certified Site Surveillance Technician (CSST, No. 16-5668) and a California Department of Public Health (CDPH) certified Inspector/Assessor, No. LRC-00005432. Mr. Ron Packard is a CDPH certified Sampling Technician, No. LRC-00009164. Mr. Frank Saldate is a Cal-OSHA Certified Asbestos Consultant (CAC, No. 05-3778).
Fire Station #16 is an approximate 3,750 square foot one-story wood-framed building with a concrete slab-on-grade foundation. The building was constructed circa 1958. The building includes four bedrooms, two apparatus bays, a kitchen, a dining area, a living room, a gym facility, and a lobby area. Interior finishes include drywall walls and ceilings throughout. Floor coverings consist of a variety of ceramic tile, concrete, and vinyl flooring. Exterior finishes include painted stucco exterior walls with painted wood trim. The roof is a tar and gravel roof with felt underlayment.
2.0 FIELD AND LABORATORY WORK
2.1 Field Work
2.1.1 Asbestos Building Materials
Essel initially conducted a thorough walkthrough of the Site to identify suspect ACMs and to determine homogeneous areas (HA). An HA consists of groupings of those materials that have uniform appearances, textures, and installation dates. Each HA and representative building
7.j.2
Packet Pg. 1605 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
2 component were then sampled, located, and quantified. As the samples were collected, the locations of the HAs and samples were described on representative fieldnotes and Chain-of-Custody documents. Accessible building materials were visually inspected using the methods presented in the federal AHERA regulations (40 Code of Federal Regulations [CFR], Part 763) as a guideline.
While AHERA is directly applicable to public schools, the principles presented under the Final Rule are generally accepted as the industry standard for ACM inspections. Suspect ACMs were also physically assessed for friability, condition, and possible disturbance factors.
ACM sampling was performed in a fashion designed to minimize exposure to the surveyor or building occupants to airborne asbestos fibers. Samples were typically removed from the substrate, utilizing a knife or a chisel; the sample materials were then placed into individual airtight plastic bags. The bag exteriors were then wiped with a wet cloth and assigned a unique sample identification number. The sample bags were then stored in a larger plastic bag for transporting to the laboratory.
2.1.2 Lead Based Paints
Bulk Sampling
Essel initially conducted a thorough walkthrough of the Site to identify suspect LBPs. Once different types of suspect LBPs were identified, Essel collected samples of predominate paint types.
The LBP assessment is considered limited and not a Housing and Urban Development (HUD) level survey. Samples were typically removed from the substrate utilizing a knife; the sample materials were then placed into individual airtight plastic bags. The bag’s exterior was decontaminated with a wet cloth and assigned a unique sample identification number.
X-Ray Fluorescence
Non-destructive LBP testing was conducted by X-ray fluorescence (XRF) technology using Niton portable XRF spectrum analyzer, model XLp 306, serial number TR0736. The Thermo Scientific Niton XLp 306 uses a radioactive source in combination with a radiation detector to cause lead atoms on painted surfaces to emit unique XRF energy and translate it into quantifiable lead concentration data. The instrument’s calibration was verified according to the manufacturer’s specifications in compliance with the Performance Characteristic Sheet (PCS) developed for this instrument model #XLp 306.
For each test performed, test data recorded included the location, component name, substrate composition, sample mode and sample result for lead content in milligrams per square centimeter (mg/cm2
). LBP sampling utilizing an XRF spectrum analyzer allows for screening a large number of surfaces for moderate to high lead content without damaging the surface.
7.j.2
Packet Pg. 1606 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
3 2.1.3 Polychlorinated Biphenyls (PCBs) Screening Assessment Essel completed the necessary PCBs Screening Assessment Form and submitted it to the Client, separate from this document.
Potential PCB-Containing Ballasts and Fluorescent Light Tubes Fluorescent light fixtures were visually identified through-out the Site. Used fluorescent light ballasts and capacitors may be disposed of as Universal Waste if stored and labeled properly.
Ballasts manufactured after 1978 are usually marked "Non-PCB". They do, however, contain dielectric oils so they cannot be sent to a landfill. Many older types of ballast contain PCB, polychlorinated biphenyl, a known human carcinogen or the PCB replacement DEHP, which is a probable human carcinogen. As long as these were once part of fluorescent light fixtures, they can be classed as Universal Waste. Similar items that did not come from fluorescent fixtures cannot be classed as Universal Waste.
Oil containing PCBs have historically been used in electrical equipment, such as transformers and fluorescent light ballasts, as a dielectric insulating fluid for heat dissipation. Manufacture of PCBs was banned in 1976. However, distribution of electrical equipment with PCBs was still allowed after that time.
Title 40 of the Code of Federal Regulations (40 CFR Part 761) defines a PCB bulk product waste as any manufactured product containing PCBs in a non-liquid state, at any concentration where the concentration at the time of designation for disposal is greater than or equal to 50 parts per million (ppm) PCBs.
2.1.4 Universal Hazardous Waste (UHW)
Universal Hazardous Wastes (UHWs) were generally looked for as part of the scope of work of this survey. General information on UHWs is provided below. UHW means any of the following items which are described in detail below; batteries, pesticides, mercury-containing equipment, and lamps.
x Batteries - Any battery which is considered a hazardous waste can be managed as a Universal Waste. This includes discarded primary (non-rechargeable) and secondary (rechargeable) batteries that contain elements such as cadmium, lead, or mercury, which would render them federally or state hazardous. Examples are nickel-cadmium (Ni-Cad), sealed lead-acid, mercury-oxide (button cell), or older alkaline (manufactured prior to 1993.) Such batteries may be found in electronic equipment, mobile telephones, portable computers, and emergency back-up lighting. Batteries such as lead acid batteries used in cars and power supplies can be managed under 40 CFR 266.80.
7.j.2
Packet Pg. 1607 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
4 Many commonly generated waste batteries, such as dry cell zinc-carbon, silver oxide, and post-1993 alkaline (long-life) batteries, typically do not contain appreciable amounts of the hazardous elements of concern, and hence would not be required to be managed as universal waste. Consumer products such as those that contain difficult-to-remove rechargeable batteries may also be managed along with universal waste batteries. In the interest of diverting these items from less desirable disposal destinations such as incinerators or solid waste landfills, these batteries should also be managed as universal waste.
x Pesticides - Pesticides that have been recalled or banned from use, are obsolete, have become damaged, or are no longer needed are considered Universal Wastes. These have often been stored for long periods of time. An unused pesticide becomes a waste subject to the Universal Waste rule on the date the generator decides to discard it. x Mercury – Mercury containing devices include thermostats, which can contain as much as three (3) grams of liquid mercury and are found in commercial, industrial, and community buildings, and must be managed as universal waste. In addition, any electrical product or component which contains elemental mercury that is necessary for its operation and is housed within an outer metal, glass, or plastic casing. These devices include, but are not limited to, thermometers, barometers, electric switches, electric relays, thermocouples, manometers, and sphygmomanometers.
2.2 Laboratory Analyses
2.2.1 Asbestos Laboratory Analyses
On February 23, 2022, a total of forty-two (42) bulk asbestos samples were collected of suspected ACMs from the Site. After analysis, two (2) samples were re submitted for further analysis by Point Count.
The suspected ACMs were observed in good to fair condition at the time of survey. All bulk samples were analyzed for asbestos content using Polarized Light Microscopy (PLM) with dispersion staining as described by the interim method of determination of asbestos in bulk insulation, Federal Register, Volume 47, No. 103, May 27, 1982, specified by the Environmental Protection Agency (EPA) 600/R-93/116 and EPA 600/M4-82/020. Samples were submitted to Eurofins CEI (CEI) located at 730 SE Maynard Road in Cary, North Carolina 27511. CEI is an accredited laboratory for asbestos bulk sampling, NVLAP Accredited Lab Code #101768-0.
When “None Detected” appears in the laboratory results, it should be interpreted as meaning no asbestos was observed in the sample material. In instances where a material is found to have low concentrations of asbestos, a second analysis can be performed. Unlike the PLM method, the Point Count analysis method can reliably determine if a material contains 1% or less asbestos. The advantage of establishing that a material contains 1% or less asbestos is that it will no longer be an
7.j.2
Packet Pg. 1608 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
5 ACM as defined by the EPA. If the material is not an ACM then it will not be subject to EPA requirements, such as being removed prior to demolition or being disposed of as a hazardous material. If the material still contains greater than 0.1% asbestos, it is subject to Cal/OSHA abatement requirements.
2.2.2 Lead Laboratory Analyses
On February 23, 2022, a total of four (4) bulk paint chip samples were collected from suspect LBPs.
All bulk paint chip samples were analyzed by Flame Atomic Absorption Spectrometry (FlameAAS); U.S. EPA SW-846 Method 7420. The LBP samples were submitted to Eurofins CEI (CEI) located at 730 SE Maynard Road in Cary, North Carolina 27511.
3.0 REGULATORY OVERVIEW
3.1 Asbestos Building Materials
Materials containing greater than 1% asbestos are classified as ACMs, as defined by the U.S. EPA.
However, the California Occupational Safety and Health Administration (Cal/OSHA) regulates work practices at asbestos levels of 1% or below. The following U.S. EPA National Emission Standards for Hazardous Air Pollutants (NESHAP) definitions are utilized throughout this report.
Friable Asbestos Material, as defined by the U.S. EPA’s NESHAP rule, means any material containing more than 1% asbestos as determined using the method specified in Appendix A, subpart F, 40 CFR part 763 section 1, PLM, that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. If the asbestos content is less than 10% as determined by a method other than point counting by PLM, verify the asbestos content by point counting using PLM, or assume it to be positive.
Category I non-friable ACM, as defined by the U.S. EPA NESHAP, means asbestos-containing packings, gaskets, resilient floor covering and mastic, and asphalt roofing products containing more than 1% asbestos as determined using the method specified in Appendix A, subpart F, 40 CFR part 763, section 1, PLM.
Category II non-friable ACM, as defined by the U.S. EPA NESHAP, means any material, excluding Category I non-friable ACM, containing more than 1% asbestos as determined using the methods specified in Appendix A, subpart F, 40 CFR part 763, section 1, PLM, that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure.
Asbestos-Containing Construction Material (ACCM) means any material containing more than a 1/10th of 1% asbestos by weight. This is a lower threshold than ACMs used in Title 8 California Code of Regulations Section 1529 (Title 8 CCR 1529) asbestos removal practices for Class I-IV work.
7.j.2
Packet Pg. 1609 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
6 Regulated Asbestos-Containing Material (RACM) means any friable ACM; a Category I nonfriable ACM (such as floor tiles and asphalt roofing products) that has become friable or will be subject to sanding, grinding, cutting, or abrading during demolition or demolition activities; or a Category II non-friable ACM (all other non-friable ACMs) that has a high probability of becoming friable during renovation and/or demolition activities.
Cal/OSHA
Federal Occupational Safety and Health Administrations (OSHA) regulations, locally enforced by Cal/OSHA, define ACM as substances that contain greater than 1% asbestos. Cal/OSHA also mandates special training, medical exams, personal protective equipment, and record keeping for employees working with ACM. If a material contains less than 1% asbestos but greater than 0.1% asbestos, the material may be disposed of as non-ACM, but the Cal/OSHA requirements would still have to be followed regarding workers' protection and Contractor licensing. Cal/OSHA also regulates the disturbance of asbestos of any amount.
Less than 1% materials are currently regulated in California and require the following:
x Removal using wet methods;
x Prohibition of removal using abrasive saws or methods which would aerosolize the material;
x Prompt clean-up of the impacted zone, using HEPA-filtered vacuums, as applicable; x Employer registration by Cal/OSHA for removal quantities exceeding 100 sq. ft. per year; and
x Cal/OSHA Carcinogen Registration by the Demolition or Abatement Contractor impacting such materials.
3.2 Naturally Occurring Asbestos (NOA)
Testing of asbestos in soil and base rock has not been conducted, the following discussion is presented for informational purposes only.
Naturally occurring asbestos (NOA) has been identified in at least 44 of California's 58 counties.
The Asbestos Airborne Toxic Control Measure (ATCM) for Construction, Grading, Quarrying and Surface Mining Operations was signed into State law on July 22, 2002, and became effective in the Bay Area Air Quality Management District (BAAQMD) in 2002. The purpose of the regulation is to reduce public exposure to NOA from construction and mining activities that emit dust which may contain NOA. The ATCM requires regulated operations engaged in road construction and maintenance activities, construction, and grading operations, and quarrying and surface mining operations in areas where NOA is likely to be found. If identified, the regulation includes requirements for the Contractor to employ dust mitigation measures in order to reduce and control
7.j.2
Packet Pg. 1610 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
7 dust emissions. Depending on the proposed use of the site and future construction activities, sampling at depth may be required to verify if NOA is present at the site.
In addition, if asbestos concentrations exceed 1% asbestos, all work must be performed utilizing Class II work procedures with AHERA-trained personnel. Workers involved with removal of soil are required to adhere to all Cal/OSHA requirements (e.g., training, notifications to Cal/OSHA prior to work, personal monitoring, etc.).
3.2 Lead-Based Paints
Based on the HUD Guidelines, EPA regulations, and the California Department of Public Health (CDPH) LBP regulations, paint with 1.0 mg/cm2
lead or greater as determined by XRF testing or
5,000 ppm lead as determined by paint chip sampling is considered LBP. Surfaces containing less than 1.0 mg/cm2
lead by XRF testing and containing lead at concentrations greater than the limit of detection by paint chip sampling are considered as containing detectable concentrations of lead and considered to be lead containing paint (LCP) which have the potential, until proven otherwise, to create a lead hazard.
Lead Containing Materials
The Federal Occupational Safety and Health Administration (OSHA) has enacted a lead standard, which was adopted by the Cal/OSHA as 8 CCR 1532.1. The purpose of both standards is to protect construction workers from exposure to lead. OSHA is primarily concerned with activities that disturb paints with any detectable amounts of lead. Lead was used in most paints until the mid1950s and was banned in amounts in excess of 0.06% by weight in 1978 for most non- industrial paints by the Consumer Product Safety Commission.
The Cal/OSHA standard requires contractors and employers to notify the State of California Division of Occupational Safety and Health (DOSH) prior to disturbing greater than 100 square feet or 100 linear feet of material containing lead greater than 0.5%, 5,000 parts per million (weight by weight), or 1.0 mg/cm2
. The Cal/OSHA standard also requires contractors and employers who perform paint removal activities to monitor their employees to determine whether they are being exposed in excess of the action level of 30 micrograms per cubic meter of air (g/m3 ) over an eighthour time weighted average (TWA) or the “Permissible Exposure Limit” (PEL) of 50 g/m3 TWA.
Monitoring is performed by personal air sampling.
Even when concentrations are below the action level, an employer must provide employees with High Efficiency Particulate Air (HEPA) filtered vacuums, wetting agents and hand-washing facilities. If the exposure exceeds the action level or the PEL, other procedures such as containing the area, local exhaust ventilation, respiratory and worker protection, worker training, decontamination facilities and medical monitoring are required.
OSHA has identified several work practices that pose varying levels of lead exposure to laborers disturbing LCPs. Estimated exposure levels of lead are founded on the activity itself, rather than
7.j.2
Packet Pg. 1611 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
8 the concentrations of lead present in paint. Therefore, as an example, paint that contains 0.5% versus 15% of lead by weight or 0.8 mg/cm2
versus 3.5 mg/cm2 of lead in paint could pose the same
exposure levels to workers depending on the activities that cause the disturbance and the administrative and engineering controls that are followed.
4.0 RESULTS AND RECOMMENDATIONS
Essel conducted a hazardous materials survey, which included sampling for asbestos and lead, at the Site on the date of February 23, 2022. The following is a summary of the survey findings and recommendations.
4.1 Asbestos-Containing Building Material Sampling Summary The following samples were reported by the laboratory as containing detectable, regulated (i.e., greater than 1% asbestos) quantities of asbestos:
x Tan Vinyl Floor Tile with Black Mastic located throughout bedrooms and the dayroom, was observed to be in good condition, encompasses approximately 1,200 square feet, and is classified as a Category I Non-friable ACM.
The following material is reported by the laboratory as containing less than one percent asbestos (<1%) in the composite analysis and in the joint compound. The drywall and joint compound composite is considered unregulated (EPA) and the joint compound is considered an ACCM and are less than 1% percent asbestos containing (<1%).
x White Drywall and White Joint Compound located throughout, was observed to be in good condition, encompasses approximately 12,600 square feet in total, and is classified as ACCM and <1% asbestos.
The remaining bulk samples collected by Essel’s representative as part of the asbestos building material survey were reported by the laboratory as none detected for asbestos content.
4.1.1 Assumed Asbestos-Containing Building Material Summary Due to the occupancy of the building at the time of the investigation, some items were not accessible for sampling or unable to be visually inspection for. These items are listed as assumed asbestoscontaining, pending “destructive testing” upon vacancy of the buildings and prior to demolition:
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Packet Pg. 1612 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
9 x Pipe insulation inside wall/ceiling cavities
x Vapor barrier below concrete slabs
x Subgrade concrete encased piping and geothermal systems x Knob and electrical wiring
x Other materials concealed or otherwise hidden from direct observation.
It should also be noted that Essel did not conduct subsurface investigations at the Site during the survey and the potential exists for underground utilities constructed with asbestos cement (e.g., Transite water pipelines), vapor barrier below concrete slabs, subgrade concrete encased piping and geothermal systems and/or naturally occurring regulated materials to be present beneath the Site.
4.1.2 Asbestos Recommendation
All abatement work or work that disturbs ACMs or ACCMs needs to be in compliance with Cal/OSHA 1529 and EPA NESHAP (Local Air Quality Management District [AQMD]) regulations. Asbestos trained workers must follow all pertinent regulations, as per Title 8 CCR 1529. Major considerations with respect to these activities are given below.
If suspect ACMs that are not referenced in this report are identified during future activities, or if material that was not accessible is to be disturbed, Essel recommends that the materials be sampled and analyzed to establish whether the material(s) contain asbestos or treat them as assumed ACMs. x In accordance with the EPA’s NESHAPs 40 CFR Part 61, Subpart M, and Air Quality Management District all RACM, Category I non-friable ACMs and Category II non-friable ACMs that may become friable, must be removed prior to demolition and/or renovation activities. In addition to asbestos regulations that control the release of asbestos to the ambient environment, state worker protection laws are applicable. Federal and State OSHA regulations outline specific work practices for handling ACMs/ACCMs. x The Client should provide notifications to employees, contractors and sub-contractors entering the subject site of the results of this survey, including the presence, locations and quantity of the potential hazardous building materials described in this report. x To obtain actual cost data, a specification (requiring bidders to assess work condition and to measure quantities to their own satisfaction) for the work should be distributed to licensed, qualified and reputable contractors, a job walk should be conducted, and fixed cost bid contracts should be obtained.
x Prior to work start, the abatement contractor shall submit their site-specific abatement work plan, to include employee certification, licensing, landfill information, etc. to the Environmental Consultant for review and approval. Upon approval of the work plan, the Environmental Consultant will provide the Client with a Submittal Approval letter. Once prepared to perform work, the contractor shall contact the Environmental Consultant to
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Packet Pg. 1613 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
10 provide oversight of the contractor’s work plan from setup through the commencement of abatement and final air clearances. During the oversight process the contractor shall:
o Contact the Environmental Consultant to conduct a visual approval of the setup. o Upon approval, the contractor shall commence with the abatement of ACM/ACCM.
o Following abatement, the contractor shall contact the Environmental Consultant to provide a visual clearance and clearance air testing prior to removal of the abatement regulated area(s).
Asbestos Waste Disposal
A. Disposal of asbestos-containing waste must occur at an appropriate landfill as mutually agreed upon by the Owner and the Contractor.
B. It is the responsibility of the Contractor to determine current waste handling, transportation, and disposal regulations for the work site and for each waste disposal landfill. The Contractor must comply fully with these regulations and all appropriate EPA and other Federal, State, and local regulations.
C. The Contractor shall document actual disposal of the waste at the designated landfill by completing a waste manifest, and by ensuring its proper completion by the Owner, waste transporter, and waste disposal site operator.
D. The California Department of Toxic Substances Control (DTSC) classifies ACMs as hazardous waste if it is “friable” and contains one percent (1.0%) or more asbestos.
E. Dispose of all non-friable materials deemed to contain or be contaminated with asbestos, including vinyl floor tiles and mastic materials, as Class II non-hazardous asbestos waste (regulated).
F. It is the contractor’s responsibility to ensure compliance with DTSC requirements related to required methods & procedures for containing & transporting the applicable waste.
4.2 Lead-Based Paint Sampling Summary
Essel conducted lead-based paint bulk sampling and XRF testing at the Site on the date of February 23, 2022. The following is a summary of the survey findings and recommendations.
4.2.1 Lead-Based Paint Bulk Sampling
Lead contents of sampled suspect paints, glazing and other materials, ranged from 47 mg/kg to 2,300 mg/kg. Paints were noted to be in good condition during the inspection. While many paint samples collected in the buildings were found to contain measurable concentrations of lead, none was found to exceed 5,000 mg/kg.
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Packet Pg. 1614 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
11 The following painted coatings were reported by bulk testing as, Lead-Containing Paints (LCP) containing detectable quantities of lead in concentrations less than 5,000 mg/kg:
x Beige Paint on South Exterior Wood Lattice
x Red Paint on South Exterior Window Frame
x White Paint on South Engine Room Drywall Wall
Additional information pertaining to the samples is presented in tabular format in Table 2.
4.2.2 XRF-Testing
Lead has been detected in individual painted surfaces and surface coatings in concentrations greater than 1.0 milligram of lead per square centimeter (mg/cm2 ) lead by XRF testing. Lead contents of
sampled suspect paints, glazing and other materials, ranged from 0.0 mg/cm2 to 8.5 mg/cm2.
The following painted coatings were reported by XRF testing as Lead-Based Paints (LBP), containing detectable quantities of lead in concentrations greater than 1.0 milligram of lead per square centimeter (mg/cm2
):
x Yellow Paint on Front Sign Lettering. (LBP)
x Engine Bay White Ceramic Sink. (LBP)
x Kitchen Tan Ceramic Wall Tile. (LBP)
Additional information pertaining to the XRF testing is presented in tabular format in Table 3.
4.2.3 Lead Recommendation
x Essel has not verified that all paints, coatings, dusts, or materials are “lead free”. The owner should treat all untested paints, coatings, dusts, and materials as having a lead content greater than 90 ppm requiring dust controls and personal protective procedures for construction activities in conformance with the Cal/OSHA Lead Construction Standard, 8 CCR 1532.1 lead. Any paint, varnish, or other coating or finish not tested shall be considered to be lead-based paint with lead levels at or exceeding 5,000 ppm lead or 1.0 mg/cm.
x Division 4 Environmental Health of the California Administrative Code. Lead containing materials that exceed 50 ppm must be additionally analyzed to determine possible waste disposal restrictions with respect to lead.
x Additional Total Threshold Lead Concentration (TTLC) sampling should be conducted of the generated debris for waste characterization. If the TTLC is less than 50 ppm, the waste is considered a non-hazardous waste for lead. If the TTLC is 50 ppm or greater, then a Soluble Threshold Limit Concentration (STLC) analysis should be performed. Waste
7.j.2
Packet Pg. 1615 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
12 categories are described below:
x Non-RCRA, non-hazardous waste :
a. If the total lead content (TTLC) is < 50 ppm it is considered non-RCRA, nonhazardous waste since it is impossible to exceed the Soluble Threshold Limit Concentration (Waste Extraction Test [WET], a.k.a. STLC) test limit of 5 mg/l using the 10 to 1 ratio.
b. If the TTLC is < 100 ppm and the STLC test is < 5 mg/l and the TTLC is < 1000 ppm then the waste has low leachability and is classified as non-RCRA nonhazardous waste. c. If the TTLC is > 100 ppm and TCLP is < 5 mg/l and the STLC is < 5mg/l and the TTLC is < 1000 ppm, then it is classified as a non-RCRA, non-hazardous waste x Non-RCRA California hazardous Waste:
a. If the TTLC is < 100 ppm and the WET test is < 5 mg/l and the TTLC is greater than 1000 ppm then the is classified as non-RCRA California Hazardous waste. b. If the TTLC is > 100 ppm and the TCLP is < 5 mg/l and the STLC is > 5 mg/l then the waste it is classified as a Non-RCRA California Hazardous Waste. c. If the TTLC is > 100 ppm and the TCLP is < 5 mg/l and the STLC is < 5 mg/l and the TTLC is > 1000 ppm, then it is classified as a Non-RCRA California Hazardous Waste.
x RCRA hazardous waste
a. If the TTLC is > 100 ppm and the TCLP is >5 mg/l then it is classified as a RCRA Hazardous Waste.
Disposal of all lead-containing paint and bulk materials is regulated at concentrations at or exceeding 1,000 ppm as stated in 40 CFR Part 263 - Land Disposal Regulations and Title 22, Division 4 Environmental Health of the California Administrative Code. Lead containing materials that exceed 50 ppm must be additionally analyzed to determine possible waste disposal restrictions with respect to lead. However, lead related work at any lead concentration is regulated under the OSHA statutes.
4.3 PCBs-Containing Building Materials
Essel reviewed and completed the PCBs Screening Assessment Form provided in the PCBs In Priority Building Materials: Model Screening Assessment Applicant Package prepared by the Bay Area Stormwater Management Agencies Association (BASMAA). The Site is exempt from additional sampling per the PCBs Screening Assessment Form, due to the Site being a wood framed structure. However, Essel recommends the demolition contractor perform PCBs sampling of the demolition debris for waste characterization in order to comply with DTSC regulations.
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Packet Pg. 1616 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
13 4.4 Universal Hazardous Wastes (UHWs) Summary
Universal Hazardous Wastes (UHWs) were generally looked for as part of the scope of work of this survey, below is a summary of the general observations made by Essel.
Material Observed/Quantity
Batteries
(Rechargeable, silver button, mercury, alkaline and other batteries) No Mercury Containing Equipment
(Thermostat, mercury switches, pressure or vacuum gauges, dilators and weighted tubing, mercury rubber flooring, mercury gas floor regulators, dental amalgams, counterweights, dampers, and mercury novelties) No
Electric Lamps
(Fluorescent tubes and bulbs, high intensity discharge lamps, sodium vapor lamps)
No
Universal Hazardous Waste Disposal
UHWs may not be sent to a municipal solid waste (garbage) landfill or a non-hazardous waste recycling center. All handlers of universal waste must relinquish their universal waste to one of the following:
x Another handler (typically a business that specializes in collecting, storing, accumulating, and shipping universal wastes). Examples:
a. A household hazardous waste facility
b. A “Take-it-Back Partner” such as a retailer or manufacturer c. A collection event
x A universal waste transporter. Examples:
a. A curbside UHW collection program
b. A package service (e.g., postal service, UPS)
c. A destination facility that offers a pick-up service x A universal waste destination facility (generally, a facility with a permit to treat, store, or dispose of hazardous waste).
7.j.2
Packet Pg. 1617 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
14 5.0 SURVEY LIMITATIONS
Essel prepared the report in accordance with generally accepted standards of care that exists in California at this time. This asbestos building material and lead-based paint survey report has been prepared by Essel Technology Services, Inc. exclusively for our Client and their Authorized Representatives. The information contained herein pertains only to accessible materials identified at the referenced property at the time of the survey performed in accordance with a mutually agreed upon scope of work. The findings and recommendations presented are based upon observations of present conditions and may not necessarily indicate future conditions. The report may be used by the client only for the purpose stated, within a reasonable time from the time of its issuance, but in no event later than one (1) year from the date of the report.
The survey and bulk sampling were conducted in representative locations in the building that is accessible at the time of inspection. Essel offers various levels of investigations and engineering services to suit the varying needs of different clients. It should be recognized that definition and evaluation of geologic and environmental conditions are difficult and inexact science. Judgments leading to conclusions and recommendations are generally made with incomplete knowledge of environmental conditions present. Since detailed investigations and analysis involves greater expense, our client participates in determining levels of service that provide adequate information for or their purpose at acceptable levels of risk. Acceptance of this report will indicate that the client has reviewed the document and determined that it does not need or want a greater level of service than provided.
Limited intrusive or destructive sampling was conducted as part of the scope of services performed.
Additional suspect materials and/or debris may be present in above-ceiling areas, within wall cavities, and/or beneath floor coverings, or in the crawl spaces which were not accessible at the time of inspection but may become accessible during the course of renovation/demolition activities. Care should be exercised when accessing these areas. Any suspect materials encountered during the course of renovation or demolition activities that were not previously sampled should be presumed to be ACMs, LBPs, PCBs or other hazardous materials until sampled and proven otherwise. The areas that were accessible should be representative of the types, quantities, and conditions of the materials present at the site.
Regulations and professional standards applicable to Essel services are continually evolving. Techniques are, by necessity, often new and relatively untried. Different professionals may reasonably adopt different approaches to similar problems. As such our services are intended to provide the client with a source of professional advice, opinions and recommendations. Our professional opinion and recommendations are based on our limited number of field observation and tests, collected and performed in accordance with the generally accepted engineering practice that exists at that time. Essel Technology Services, Inc. implies no warranty or guarantee expressed or implied, is intended or made. Essel has provided the best effort to assess all the materials. However, there is always a possibility something may come up in future. Essel will be happy to discuss if any issues arise.
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Packet Pg. 1618 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite 9
Oakland, California 94606
1-800-595-7616 Phone
510-380-6610 Fax
Hazardous Building Materials Survey Report Inspection Date: February 23, 2022 Fire Station #16
1280 Alameda De Las Pulgas
Essel Project Number: 128.22001
San Carlos, California 94070
15 6.0 SIGNATURES
This work was conducted in accordance a mutually agreed upon scope of work and the standards of care and diligence normally practiced by recognized consulting firms.
Report Prepared by:
Trevor Marion
Senior Project Engineer
Certified Asbestos Consultant No. 18-6269
Report Reviewed By:
Tyler Barazoto
Project & Operations Manager
Certified Asbestos Consultant No. 17-6072
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Packet Pg. 1619 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLES
Table 1 – Summary of Asbestos Building Material Survey Results Table 2 – Summary of Bulk Lead-Based Paint Sampling Results Table 3 – Summary of XRF Survey Results
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Packet Pg. 1620 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 1: ASBESTOS & NON-ASBESTOS CONTAINING MATERIALS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas
San Carlos, CA 94070
Laboratory Report Number: B224602
Sample ID
Lab Report
Num &
Sample Date
Material Description Location(s) of Materials Asbestos Content (Percent) Asbestos
Regulatory
Classification
Approximate
Quantity
12-1, -2
B224602
2/23/22
Tan Vinyl Floor Tile with Black Mastic Throughout Bedrooms and 'D\ Room Sheet Flooring: 25% Mastic: 3% Cat I 1,200 SF 3-1, -2, -3 Drywall and Joint Compound Throughout
JC: 0.58-0.67% CH
Composite: 0.058-0.067% CH
by 1,200 PC
JC: ACCM
Composite: NA by
PC analysis
12,600 SF
1-1, -2 Concrete Flooring with Gray Coating Apparatus Room Floor ND NA NA 2-1, -2, -3 White Smooth Coat Beige Mastic Bathroom 1 ND NA NA 4-1, -2 Rubberized Cork Flooring Gym ND NA NA5-1, -2 4” Beige Covebase w/ Beige Mastic Gym ND NA NA 6-1, -2, -3, -4,
-5 Heavy Knockdown Texture Through-out ND NA NA
7-1 Gray Tile Bed and Gray Grout Associated w/ Red CFT Kitchen ND NA NA 8-1, -2 4” Dark Gray Covebase w/ Beige Mastic Through-out ND NA NA9-1, -2 Gray Under Sink Coating Kitchen ND NA NA 10-1 Gray Tile Bed and Gray Grout Associated w/ White and Green CWT Bathrooms ND NA NA11-1 Gray Tile Bed and Dark Gray Grout Associated w/ CWT Kitchen Sink Wall ND NA NA 13-1, -2 Exterior Gray Concrete Walkways ND NA NA14-1, -2 Black Asphalt Exterior ND NA NA15-1, -2 CMU Wall w/ Mortar Exterior Perimeter ND NA NA
7.j.2
Packet Pg. 1621 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 1: ASBESTOS & NON-ASBESTOS CONTAINING MATERIALS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas
San Carlos, CA 94070
Laboratory Report Number: B224602
Sample ID
Lab Report
Num &
Sample Date
Material Description Location(s) of Materials Asbestos Content (Percent) Asbestos
Regulatory
Classification
Approximate
Quantity
16-1, -2 Beige Exterior Stucco Exterior Walls ND NA NA
17-1, -2, -3 Gravel, Tar and Felt Roof Field on Wood Substrate Upper, Center and Lower Roof Fields ND NA NA 18-1, -2 Black Penetration Mastic Roof Penetrations ND NA NA ID = identification; CH = Chrysotile; RACM = Regulated Asbestos-Containing Material; Cat I = Category I non-friable asbestos-containing material; Cat II = Category II nonfriable asbestos-containing material; NA = Not Applicable; ND = None Detected; SF = square feet
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Packet Pg. 1622 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 2: LEAD-BASED PAINT SAMPLING RESULTS SUMMARY
Fire Station #16
1280 Alameda De Las Pulgas, San Carlos, CA 94070
(Laboratory Report No. C220158)
Sample ID Description Sample Location Lead Concentration (ppm) Condition Classification PB-1 Beige Paint on Wood Lattice South Exterior Wood Lattice 2,300 Peeling LCP PB-2 Red Paint on Wood Window Frame South Exterior Window 2,000 Peeling LCP PB-3 White Paint on Wood Windowsill West Exercise Room <39 Peeling ND PB-4 White Paint on Drywall South Wall of Engine Room 47 Peeling LCP ID = identification; ppm = parts per million; ND = None Detected, LCP = lead-containing paint; LBP = lead-based paint
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Packet Pg. 1623 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 3: XRF LEAD-BASED PAINT SCREENING RESULTS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas, Santa Clara, CA
XRF# Location Color Building Component Substrate Side
Results
Pb
(Mg/Cm2)
Positive/Negat
ive For Lead
Based Paints
Condition
3468 Calibrate 1.1 - NA 3469 Calibrate 1.2 - NA 3470 Calibrate 1.1 - NA 3471 Exterior Beige FS16 Downspout Metal West 0.17 Negative Intact 3472 Exterior Beige FS16 Wall Concrete West 0.0 Negative Intact 3473 Exterior White FS16 Trim Concrete West 0.01 Negative Intact 3474 Exterior Grey FS16 Wall Concrete West 0.0 Negative Intact 3475 Exterior Tan FS16 Trim Wood North 0.10 Negative Intact 3476 Exterior Tan FS16 Wall Wood East 0.0 Negative Intact 3477 Exterior White FS16 Trim Wood East 0.0 Negative Intact 3478 Exterior Yellow FS16 Sign Letters Wood East 1.0 Positive Intact 3479 Exterior Red FS16 Front Door Panel Wood East 0.29 Negative Intact 3480 Exterior Red FS16 Window Panel Wood East 0.06 Negative Intact 3481 Exterior Beige FS16 Lattice Wood South 0.17 Negative Intact 3482 Exterior White FS16 Door Wood South 0.01 Negative Intact 3483 Exterior White FS16 Door Frame Wood South 0.01 Negative Intact 3484 Exterior Red FS16 Door Wood West 0.29 Negative Intact
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Packet Pg. 1624 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 3: XRF LEAD-BASED PAINT SCREENING RESULTS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas, Santa Clara, CA
XRF# Location Color Building Component Substrate Side
Results
Pb
(Mg/Cm2)
Positive/Negat
ive For Lead
Based Paints
Condition
3485 Exterior Red FS16 Door Frame Wood West 0.29 Negative Intact 3486 Exterior Red FS16 Door Jamb Wood West 0.30 Negative Intact 3487 Exercise White FS16 Wall Drywall South 0.0 Negative Intact 3488 Exercise White FS16 Windowsill Wood West 0.0 Negative Intact 3489 Exercise White FS16 Door Wood South 0.0 Negative Intact 3490 Exercise White FS16 Door Frame Wood South 0.0 Negative Intact 3491 Exercise White FS16 Door Jamb Wood South 0.0 Negative Intact 3492 Engine Room White FS16 Wall Drywall North 0.0 Negative Intact 3493 Engine Room White FS16 Cabinet Wood North 0.0 Negative Intact 3494 Engine Room White FS16 Shelf Wood East 0.0 Negative Intact 3495 Engine Room White FS16 Door Frame Metal South 0.0 Negative Intact 3496 Engine Room White FS16 Sink Ceramic South 8.5 Positive Intact 3497 Engine Room Tan FS16 Water Fountain Metal South 0.0 Negative Intact 3498 Engine Room Grey FS16 Locker Metal South 0.0 Negative Intact 3499 Engine Room Red FS16 Door Wood South 0.0 Negative Intact3500 Lobby White FS16 Wall Drywall South 0.0 Negative Intact 3501 Lobby White FS16 Wall Drywall South 0.0 Negative Intact
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Packet Pg. 1625 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 3: XRF LEAD-BASED PAINT SCREENING RESULTS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas, Santa Clara, CA
XRF# Location Color Building Component Substrate Side
Results
Pb
(Mg/Cm2)
Positive/Negat
ive For Lead
Based Paints
Condition
3502 Lobby White FS16 Windowsill Wood East 0.10 Negative Intact 3503 Lobby White FS16 Door Frame Wood South 0.06 Negative Intact3504 Lobby White FS16 Door Jamb Wood South 0.10 Negative Intact3505 Lobby Red FS16 Floor Ceramic - 0.0 Negative Intact3506 Living Room White FS16 Wall Drywall North 0.33 Negative Intact 3507 Living Room White FS16 Wall Drywall East 0.26 Negative Intact 3508 Living Room White FS16 Cabinet Wood West 0.0 Negative Intact 3509 Living Room White FS16 Door Frame Wood North 0.11 Negative Intact 3510 Kitchen White FS16 Wall Drywall South 0.0 Negative Intact 3511 Kitchen White FS16 Window Frame Wood North 0.16 Negative Intact 3512 Kitchen Red FS16 Floor Ceramic East 0.0 Negative Intact 3513 Kitchen Tan FS16 Wall Tile Ceramic West 2.5 Positive Intact 3514 Hallway 1 White FS16 Wall Drywall North 0.11 Negative Intact 3515 Hallway 1 White FS16 Door Frame Wood South 0.27 Negative Intact 3516 Bedroom 1 White FS16 Wall Drywall North 0.18 Negative Intact 3517 Bedroom 1 White FS16 Wall Panel Wood East 0.0 Negative Intact 3518 Bedroom 1 White FS16 Door Jamb Wood West 0.24 Negative Intact
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Packet Pg. 1626 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 3: XRF LEAD-BASED PAINT SCREENING RESULTS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas, Santa Clara, CA
XRF# Location Color Building Component Substrate Side
Results
Pb
(Mg/Cm2)
Positive/Negat
ive For Lead
Based Paints
Condition
3519 Hallway 2 White FS16 Door Wood North 0.03 Negative Intact 3520 Hallway 2 White FS16 Door Frame Wood South 0.26 Negative Intact 3521 Hallway 3 White FS16 Wall Drywall West 0.09 Negative Intact 3522 Hallway 3 White FS16 Windowsill Wood West 0.0 Negative Intact 3523 Hallway 3 White FS16 Door Frame Wood East 0.06 Negative Intact 3524 Bathroom 1 White FS16 Wall Drywall South 0.0 Negative Intact 3525 Bathroom 1 White FS16 Floor Ceramic - 0.0 Negative Intact 3526 Bathroom 1 White FS16 Jamb Wood West 0.0 Negative Intact 3527 Bathroom 1 White FS16 Toilet Ceramic South 0.0 Negative Intact 3528 Bedroom 3 White FS16 Wall Drywall South 0.0 Negative Intact 3529 Bedroom 3 White FS16 Wall Panel Wood South 0.0 Negative Intact 3530 Bedroom 3 White FS16 Windowsill Wood West 0.0 Negative Intact 3531 Bathroom 2 White FS16 Wall Drywall South 0.0 Negative Intact 3532 Bathroom 2 White FS16 Floor Ceramic - 0.0 Negative Intact 3533 Bathroom 2 White FS16 Floor Ceramic - 0.0 Negative Intact 3534 Bathroom 2 White FS16 Door Frame Wood West 0.0 Negative Intact 3535 Bedroom 4 White FS16 Wall Drywall West 0.0 Negative Intact
7.j.2
Packet Pg. 1627 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TABLE 3: XRF LEAD-BASED PAINT SCREENING RESULTS SUMMARY Fire Station #16
1280 Alameda De Las Pulgas, Santa Clara, CA
XRF# Location Color Building Component Substrate Side
Results
Pb
(Mg/Cm2)
Positive/Negat
ive For Lead
Based Paints
Condition
3536 Bedroom 4 White FS16 Wall Panel Wood North 0.0 Negative Intact 3537 Bedroom 4 White FS16 Windowsill Wood West 0.0 Negative Intact 3538 Bedroom 4 White FS16 Door Frame Wood East 0.0 Negative Intact 3539 Engine Room Grey FS16 Floor Concrete - 0.0 Negative Intact 3540 Calibrate 1.2 - NA 3541 Calibrate 1.3 - NA 3542 Calibrate 1.3 - NA
7.j.2
Packet Pg. 1628 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX A
SITE PHOTOGRAPHS
7.j.2
Packet Pg. 1629 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Hazardous Building Material Survey Report
Fire Station 16
1280 Alameda De Las Pulgas
San Carlos, California 94070
Inspection Date: February 23, 2022 Essel Project No. 128.22001
Photograph No. 1. View of building exterior looking
northwest.
Photograph No. 2. View of building exterior looking
west.
Photograph No. 3. View of exterior driveway looking
east.
Photograph No. 4. View of exterior driveway looking
south.
Photograph No. 5. View of the roof. Photograph No. 6. View center roof.
7.j.2
Packet Pg. 1630 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Hazardous Building Material Survey Report
Fire Station 16
1280 Alameda De Las Pulgas
San Carlos, California 94070
Inspection Date: February 23, 2022 Essel Project No. 128.22001
Photograph No. 7. View of the apparatus room. Photograph No. 8. View of the lobby.
Photograph No. 9. View of asbestos-containing black mastic in bedroom 1.
7.j.2
Packet Pg. 1631 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Hazardous Building Material Survey Report
Fire Station 16
1280 Alameda De Las Pulgas
San Carlos, California 94070
Inspection Date: February 23, 2022 Essel Project No. 128.22001
Photograph No. 10. View of asbestos-containing beige floor tile and black mastic in bedroom 2.
Photograph No. 11. View of lead-based paint on yellow lettering.
7.j.2
Packet Pg. 1632 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Hazardous Building Material Survey Report
Fire Station 16
1280 Alameda De Las Pulgas
San Carlos, California 94070
Inspection Date: February 23, 2022 Essel Project No. 128.22001
Photograph No. 12. View of lead-based ceramic wall tile in the kitchen.
7.j.2
Packet Pg. 1633 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX B
SAMPLE LOCATION DIAGRAM
7.j.2
Packet Pg. 1634 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) PROJECT NO.
128.22001
City of San Carlos
Sample Locations
Fire Station 16
1280 Alameda De Las Pulgas
San Carlos, California 94070
Essel Environmental & Emergency Response
1035 22nd Avenue, Suite #9
Oakland, California 94606
FIG. 1
Diagram - Not To Scale
Lobby
Bedroom
2 Bedroom
1 Kitchen
/Dining
Dayroom
Bedroom
4 Bedroom 3
Apparatus Room
Toilet
Room
Lav.
room
7-1 (-)
6-2 (-)
2-1 (-)
9-1, 9-2 (-) 1-1 (-)
6-4 (-) 8-2 (-) 6-3 (-)
4-2 (-)
1-2 (-)
2-3 (-)
8-1 (-)
6-1 (-) 2-2 (-)
4-1 (-)
3-3 (-) 6-5 (-) 3-2 (-)
3-1 (-)
12-1 (+)
12-2 (+)
GYM
5-1 (-)
5-2 (-)
10-1 (-)
11-1 (-)
7.j.2
Packet Pg. 1635 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental & Emergency Response
1035 22nd Avenue, Suite #9
Oakland, California 94606
FIG. 2
Diagram - Not To Scale
Sample Locations
Exterior and Roof
Fire Station 16
1280 Alameda De Las Pulgas
San Carlos, California 94070
PROJECT NO.
128.22001
City of San Carlos
15-1 (-)
14-1 (-)
13-2 (-)
13-1 (-)
14-2 (-)
15-2 (-)
16-2 (-)
16-1 (-)
16-4 (-)
16-5 (-)
16-3 (-)
17-2 (-)
17-1 (-)
17-3 (-)
18-1 (-)
18-2 (-)
7.j.2
Packet Pg. 1636 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX C
LABORATORY ANALYTICAL REPORT AND
CHAIN-OF-CUSTODY FORMS
7.j.2
Packet Pg. 1637 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) March 1, 2022
Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
CLIENT PROJECT: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001
CEI LAB CODE: B224602v2
Dear Customer:
Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on February 28, 2022. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method.
Sample results containing >1% asbestos are considered asbestos-containing materials (ACMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation.
Thank you for your business and we look forward to continuing good relations. 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413
Tianbao Bai, Ph.D., CIH
Laboratory Director
Kind Regards,
7.j.2
Packet Pg. 1638 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS ANALYTICAL REPORT
By: Polarized Light Microscopy
Prepared for
Essel Environmental
CLIENT PROJECT:
LAB CODE:
TEST METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORT DATE:
TOTAL SAMPLES ANALYZED:
# SAMPLES >1% ASBESTOS:
Fire House 16 Demo Survey, 1280 Alameda De Las
Pulgas San Carlos, CA, 128.22001
42 4
03/01/22
B224602v2
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413
7.j.2
Packet Pg. 1639 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Asbestos Report Summary
By: POLARIZING LIGHT MICROSCOPY
PROJECT: Fire House 16 Demo Survey, 1280
Alameda De Las Pulgas San Carlos, CA, 128.22001
LAB CODE: B224602v2
Client ID Lab ID Color Sample Description
ASBESTOS
Layer %
METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020
1-1 Layer 1 B224602.01 Gray Concrete Flooring None Detected 1-1 Layer 2 B224602.01 Gray Coating None Detected
1-2 Layer 1 B224602.02 Gray Concrete Flooring None Detected 1-2 Layer 2 B224602.02 Gray Coating None Detected
2-1 B224602.03 White Smooth Coat None Detected 2-1
2-2 B224602.04 White Smooth Coat None Detected 2-2
2-3 B224602.05 White Smooth Coat None Detected 2-3
3-1 B224602.06 White,Tan Drywall/Joint Compound 3-1 Chrysotile <1% 3-2 B224602.07 White,Tan Drywall/Joint Compound 3-2 Chrysotile <1% 3-3 B224602.08 White,Tan Drywall/Joint Compound None Detected 3-3 4-1 B224602.09A Black Rubberized Cork Flooring None Detected 4-1 B224602.09B Yellow Mastic None Detected
4-2 B224602.10A Black Rubberized Cork Flooring None Detected 4-2 B224602.10B Yellow Mastic None Detected
5-1 B224602.11A Beige Covebase None Detected 5-1
B224602.11B Cream Mastic None Detected
5-2 B224602.12A Beige Covebase None Detected 5-2
B224602.12B Cream Mastic None Detected
6-1 B224602.13 White Heavy Knockdown Texture None Detected 6-1 6-2 B224602.14 White Heavy Knockdown Texture None Detected 6-2 6-3 B224602.15 White Heavy Knockdown Texture None Detected 6-3 6-4 B224602.16 White Heavy Knockdown Texture None Detected 6-4 6-5 B224602.17 White Heavy Knockdown Texture None Detected 6-5 7-1 Layer 1 B224602.18 Gray Tile Bed None Detected 7-1
Layer 2 B224602.18 Gray Grout None Detected
8-1 B224602.19A Gray Covebase None Detected 8-1
B224602.19B Cream Mastic None Detected
8-2 B224602.20A Gray Covebase None Detected 8-2
B224602.20B Cream Mastic None Detected
9-1 B224602.21 Gray Undersink Coating None Detected 9-1 9-2 B224602.22 Gray Undersink Coating None Detected 9-2 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 1 of 3
7.j.2
Packet Pg. 1640 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Asbestos Report Summary
By: POLARIZING LIGHT MICROSCOPY
PROJECT: Fire House 16 Demo Survey, 1280
Alameda De Las Pulgas San Carlos, CA, 128.22001
LAB CODE: B224602v2
Client ID Lab ID Color Sample Description
ASBESTOS
Layer %
METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020
10-1 Layer 1 B224602.23 White Tile None Detected 10-1
Layer 2 B224602.23 Gray Grout None Detected
11-1 Layer 1 B224602.24 Gray Tile None Detected 11-1
Layer 2 B224602.24 Gray Grout None Detected
12-1 B224602.25A Tan 12-1 Vft Chrysotile 3%
B224602.25B Black Mastic Chrysotile 3%
12-2 B224602.26A Tan 12-2 Vft Chrysotile 3%
B224602.26B Black Mastic Chrysotile 3%
13-1 B224602.27 Gray 13-1 Exterior Concrete None Detected 13-2 B224602.28 Gray 13-2 Exterior Concrete None Detected 14-1 B224602.29 Black 14-1 Asphalt None Detected
14-2 B224602.30 Black 14-2 Asphalt None Detected
15-1 Layer 1 B224602.31 Pink Cmu Wall None Detected 15-1 Layer 2 B224602.31 Gray Mortar None Detected
15-2 Layer 1 B224602.32 Pink Cmu Wall None Detected 15-2 Layer 2 B224602.32 Gray Mortar None Detected
16-1 B224602.33 Gray 16-1 Exterior Stucco None Detected 16-2 B224602.34 Gray 16-2 Exterior Stucco None Detected 16-3 B224602.35 Gray 16-3 Exterior Stucco None Detected 16-4 B224602.36 Gray 16-4 Exterior Stucco None Detected 16-5 B224602.37 Gray 16-5 Exterior Stucco None Detected 17-1 Layer 1 B224602.38 Gray Gavel None Detected 17-1
Layer 2 B224602.38 Black Tar None Detected
Layer 3 B224602.38 Black Felt None Detected
17-2 Layer 1 B224602.39 Gray Gavel None Detected 17-2
Layer 2 B224602.39 Black Tar None Detected
Layer 3 B224602.39 Black Felt None Detected
17-3 Layer 1 B224602.40 Gray Gavel None Detected 17-3
Layer 2 B224602.40 Black Tar None Detected
Layer 3 B224602.40 Black Felt None Detected
18-1 B224602.41 Black Penetration Mastic None Detected 18-1 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 2 of 3
7.j.2
Packet Pg. 1641 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Asbestos Report Summary
By: POLARIZING LIGHT MICROSCOPY
PROJECT: Fire House 16 Demo Survey, 1280
Alameda De Las Pulgas San Carlos, CA, 128.22001
LAB CODE: B224602v2
Client ID Lab ID Color Sample Description
ASBESTOS
Layer %
METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020
18-2 B224602.42 Black Penetration Mastic None Detected 18-2 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 3 of 3
7.j.2
Packet Pg. 1642 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Gray
1-1
B224602.01
Heterogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
None Detected
Layer 1
Concrete Flooring
Gray
Coating
B224602.01
Heterogeneous
Non-fibrous
Bound
32%
65%
3%
Silicates
Calc Carb
Paint
Layer 2 None Detected
Gray
1-2
B224602.02
Heterogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
None Detected
Layer 1
Concrete Flooring
Gray
Coating
B224602.02
Heterogeneous
Non-fibrous
Bound
32%
65%
3%
Silicates
Calc Carb
Paint
Layer 2 None Detected
White
2-1 Smooth Coat
B224602.03
Heterogeneous
Non-fibrous
Bound
97%
3%
Binder
Paint
None Detected
White
2-2 Smooth Coat
B224602.04
Heterogeneous
Non-fibrous
Bound
97%
3%
Binder
Paint
None Detected
White
2-3 Smooth Coat
B224602.05
Heterogeneous
Non-fibrous
Bound
97%
3%
Binder
Paint
None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 1 of 10
7.j.2
Packet Pg. 1643 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
White,Tan
Drywall/Joint
Compound
3-1
B224602.06
Heterogeneous 20%
Fibrous
Bound
2% Chrysotile in joint compound only; <1% overall.
40%
25%
15%
Cellulose Gypsum
Calc Carb
Binder
<1% Chrysotile
White,Tan
Drywall/Joint
Compound
3-2
B224602.07
Heterogeneous 20%
Fibrous
Bound
2% Chrysotile in joint compound only; <1% overall.
40%
25%
15%
Cellulose Gypsum
Calc Carb
Binder
<1% Chrysotile
White,Tan
Drywall/Joint
Compound
3-3
B224602.08
Heterogeneous 20%
Fibrous
Bound
40%
25%
15%
Cellulose Gypsum
Calc Carb
Binder
None Detected
Black
Rubberized Cork
Flooring
4-1
B224602.09A
Heterogeneous
Non-fibrous
Bound
100% Rubber None Detected
Yellow
B224602.09B Heterogeneous Mastic
Non-fibrous
Bound
100% Mastic None Detected
Black
Rubberized Cork
Flooring
4-2
B224602.10A
Heterogeneous
Non-fibrous
Bound
100% Rubber None Detected
Yellow
B224602.10B Heterogeneous Mastic
Non-fibrous
Bound
100% Mastic None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 2 of 10
7.j.2
Packet Pg. 1644 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Beige
5-1 Covebase
B224602.11A
Heterogeneous
Non-fibrous
Bound
100% Vinyl None Detected
Cream
B224602.11B Heterogeneous Mastic
Non-fibrous
Bound
100% Mastic None Detected
Beige
5-2 Covebase
B224602.12A
Heterogeneous
Non-fibrous
Bound
100% Vinyl None Detected
Cream
B224602.12B Heterogeneous Mastic
Non-fibrous
Bound
100% Mastic None Detected
White
Heavy Knockdown
Texture
6-1
B224602.13
Heterogeneous
Non-fibrous
Bound
65%
33%
2%
Calc Carb
Binder
Paint
None Detected
White
Heavy Knockdown
Texture
6-2
B224602.14
Heterogeneous
Non-fibrous
Bound
65%
33%
2%
Calc Carb
Binder
Paint
None Detected
White
Heavy Knockdown
Texture
6-3
B224602.15
Heterogeneous
Non-fibrous
Bound
65%
33%
2%
Calc Carb
Binder
Paint
None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 3 of 10
7.j.2
Packet Pg. 1645 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
White
Heavy Knockdown
Texture
6-4
B224602.16
Heterogeneous
Non-fibrous
Bound
65%
33%
2%
Calc Carb
Binder
Paint
None Detected
White
Heavy Knockdown
Texture
6-5
B224602.17
Heterogeneous
Non-fibrous
Bound
65%
33%
2%
Calc Carb
Binder
Paint
None Detected
Gray
7-1
B224602.18
Homogeneous
Non-fibrous
Tightly Bound
15%
85%
Silicates
Binder
None Detected
Layer 1
Tile Bed
Gray
Grout
B224602.18
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
Layer 2 None Detected
Gray
8-1 Covebase
B224602.19A
Homogeneous
Non-fibrous
Bound
100% Vinyl None Detected
Cream
B224602.19B Mastic Homogeneous
Non-fibrous
Bound
100% Mastic None Detected
Gray
8-2 Covebase
B224602.20A
Homogeneous
Non-fibrous
Bound
100% Vinyl None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 4 of 10
7.j.2
Packet Pg. 1646 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Cream
B224602.20B Mastic Homogeneous
Non-fibrous
Bound
100% Mastic None Detected
Gray
9-1 Undersink Coating
B224602.21
Homogeneous 5%
Non-fibrous
Bound
Cellulose Binder None Detected 95%
Gray
9-2 Undersink Coating
B224602.22
Homogeneous 5%
Non-fibrous
Bound
Cellulose Binder None Detected 95%
White
10-1
B224602.23
Homogeneous
Non-fibrous
Bound
85%
15%
Binder
Silicates
None Detected
Layer 1
Tile
Gray
Grout
B224602.23
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
Layer 2 None Detected
Gray
11-1
B224602.24
Homogeneous
Non-fibrous
Bound
85%
15%
Binder
Silicates
None Detected
Layer 1
Tile
Gray
Grout
B224602.24
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
Layer 2 None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 5 of 10
7.j.2
Packet Pg. 1647 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Tan
12-1 Vft
B224602.25A
Homogeneous
Non-fibrous
Tightly Bound
65%
32%
Vinyl
Calc Carb
3% Chrysotile
Black
B224602.25B Mastic Homogeneous
Non-fibrous
Bound
97% Mastic 3% Chrysotile
Tan
12-2 Vft
B224602.26A
Homogeneous
Non-fibrous
Tightly Bound
65%
32%
Vinyl
Calc Carb
3% Chrysotile
Black
B224602.26B Mastic Homogeneous
Non-fibrous
Bound
97% Mastic 3% Chrysotile
Gray
13-1 Exterior Concrete
B224602.27
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
None Detected
Gray
13-2 Exterior Concrete
B224602.28
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
None Detected
Black
14-1 Asphalt
B224602.29
Homogeneous
Non-fibrous
Bound
15%
85%
Tar
Silicates
None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 6 of 10
7.j.2
Packet Pg. 1648 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Black
14-2 Asphalt
B224602.30
Homogeneous
Non-fibrous
Bound
15%
85%
Tar
Silicates
None Detected
Pink
15-1
B224602.31
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
None Detected
Layer 1
Cmu Wall
Gray
Mortar
B224602.31
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
Layer 2 None Detected
Pink
15-2
B224602.32
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
None Detected
Layer 1
Cmu Wall
Gray
Mortar
B224602.32
Homogeneous
Non-fibrous
Bound
85%
15%
Silicates
Binder
Layer 2 None Detected
Gray
16-1 Exterior Stucco
B224602.33
Homogeneous
Non-fibrous
Bound
3%
65%
32%
Paint
Calc Carb
Binder
None Detected
Gray
16-2 Exterior Stucco
B224602.34
Homogeneous
Non-fibrous
Bound
3%
65%
32%
Paint
Calc Carb
Binder
None Detected
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 7 of 10
7.j.2
Packet Pg. 1649 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Gray
16-3 Exterior Stucco
B224602.35
Homogeneous
Non-fibrous
Bound
3%
65%
32%
Paint
Calc Carb
Binder
None Detected
Gray
16-4 Exterior Stucco
B224602.36
Homogeneous
Non-fibrous
Bound
3%
65%
32%
Paint
Calc Carb
Binder
None Detected
Gray
16-5 Exterior Stucco
B224602.37
Homogeneous
Non-fibrous
Bound
3%
65%
32%
Paint
Calc Carb
Binder
None Detected
Gray
17-1
B224602.38
Homogeneous
Non-fibrous
Bound
100% Binder None Detected
Layer 1
Gavel
Black
Tar
B224602.38
Homogeneous
Non-fibrous
Bound
Layer 2 100% Tar None Detected
Black
Felt
B224602.38
Homogeneous 80%
Non-fibrous
Bound
Layer 3 Cellulose Tar None Detected 20%
Gray
17-2
B224602.39
Homogeneous
Non-fibrous
Bound
100% Binder None Detected
Layer 1
Gavel
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 8 of 10
7.j.2
Packet Pg. 1650 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602v2
Date Received: 02-28-22
Date Analyzed: 03-01-22
Date Reported: 03-01-22
Client ID
Lab ID
Lab
Attributes
Lab
Description
ASBESTOS
%
ASBESTOS BULK PLM, EPA 600 METHOD
NON-ASBESTOS COMPONENTS
Non-Fibrous
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Fibrous
Black
Tar
B224602.39
Homogeneous
Non-fibrous
Bound
Layer 2 100% Tar None Detected
Black
Felt
B224602.39
Homogeneous 80%
Non-fibrous
Bound
Layer 3 Cellulose Tar None Detected 20%
Gray
17-3
B224602.40
Homogeneous
Non-fibrous
Bound
100% Binder None Detected
Layer 1
Gavel
Black
Tar
B224602.40
Homogeneous
Non-fibrous
Bound
Layer 2 100% Tar None Detected
Black
Felt
B224602.40
Homogeneous 80%
Non-fibrous
Bound
Layer 3 Cellulose Tar None Detected 20%
Black
18-1 Penetration Mastic
B224602.41
Homogeneous 10%
Non-fibrous
Bound
Cellulose Tar None Detected 90%
Black
18-2 Penetration Mastic
B224602.42
Homogeneous 10%
Non-fibrous
Bound
Cellulose Tar None Detected 90%
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 9 of 10
7.j.2
Packet Pg. 1651 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) LEGEND: Non-Anth = Non-Asbestiform Anthophyllite
Non-Trem = Non-Asbestiform Tremolite
Calc Carb = Calcium Carbonate
METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020
REPORTING LIMIT: <1% by visual estimation
REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1% by 1,000 Points REGULATORY LIMIT: >1% by weight
Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty is available on request.
This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results.
Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government.
Information provided by customer includes customer sample ID and sample description.
ANALYST: APPROVED BY:
Tianbao Bai, Ph.D., CIH
Laboratory Director
Saithya Painkal
A version indicated by ‘v’ after the Lab ID# with a
value greater than 1 indicates an amendment has
occurred. The revised sample/description/ID is
indicated by an *
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413
7.j.2
Packet Pg. 1652 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1653 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1654 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1655 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1656 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) March 3, 2022
Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
CLIENT PROJECT: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001
CEI LAB CODE: B224602A
Dear Customer:
Enclosed are asbestos analysis results for PLM bulk samples received at our laboratory on March 2, 2022. The samples were analyzed for asbestos using polarized light microscopy (PLM) point count per the EPA 600 Method.
Sample results containing > 1% asbestos are considered asbestos-containing materials (ACMs) per the EPA regulatory requirements. The detection limit for the EPA 600 method is
0.25% for 400 point counts, or 0.1% for 1,00 point counts.
Thank you for your business and we look forward to continuing good relations. 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413
Tianbao Bai, Ph.D., CIH
Laboratory Director
Kind Regards,
7.j.2
Packet Pg. 1657 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS ANALYTICAL REPORT
By: Polarized Light Microscopy
Prepared for
Essel Environmental
CLIENT PROJECT:
LAB CODE:
TEST METHOD:
REPORT DATE:
Fire House 16 Demo Survey, 1280 Alameda De Las
Pulgas San Carlos, CA, 128.22001
B224602A
PLM Point Count
EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020
03/03/22
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413
7.j.2
Packet Pg. 1658 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ASBESTOS BULK ANALYSIS
By: POLARIZING LIGHT MICROSCOPY
Lab Code: B224602A
Date Received: 03-02-22
Date Analyzed: 03-03-22
Date Reported: 03-03-22
Client ID
Material
Lab ID Description
ASBESTOS
%
ASBESTOS POINT COUNT PLM, EPA 600 METHOD
Total
Client: Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
Project: Fire House 16 Demo Survey, 1280 Alameda De Las Pulgas San Carlos, CA, 128.22001 Asbestos
POINTS
3-1 B224602.06 Joint Compound 100 8 0.67% Chrysotile
B224602.06 Drywall/Joint Compound (Composite
Result from Point Count)
Joint Compound is 10% of overall sample.
0.067% Chrysotile
3-2 B224602.07 Joint Compound 100 7 0.58% Chrysotile
B224602.07 Drywall/Joint Compound (Composite
Result from Point Count)
Joint Compound is 10% of overall sample.
0.058% Chrysotile
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 1 of 2
7.j.2
Packet Pg. 1659 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) LEGEND: None
METHOD: EPA 600 / M4 / 82 / 020 (40 CFR Part 763, Sub. E, App. E) REPORTING LIMIT: 0.25% by 400 points or 0.1% by 1,000 points REGULATORY LIMIT: >1% by weight
This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results.
Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. Estimated measurement of uncertainty is available on request. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government.
Information provided by customer includes customer sample ID, location, volume and area as well as date and time of sampling.
ANALYST: APPROVED BY:
Tianbao Bai, Ph.D., CIH
Laboratory Director
Saithya Painkal
730 SE Maynard Road • Cary, NC 27511 • 919.481.1413
7.j.2
Packet Pg. 1660 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1661 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1662 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Essel Environmental
1035 22nd Ave. Unit 9
Oakland, CA 94606
02-28-22
Analyzed: 03-02-22
LABORATORY REPORT
LEAD IN PAINT
Lab Code: C220158
LAB ID
Received:
CLIENT ID
Asbestos & Lead Demo Survey, 1280 Alemeda
De Los Pulgas, San Carlos, CA, 128.22001
Project:
Client:
PPM (g/g) CONCENTRATION
% BY WEIGHT
Eurofins CEI
730 SE Maynard Road
Cary, NC 27511
TEL: 866-481-1412
TEL: 919-481-1413
FAX: 919-481-1442
METHOD: EPA SW846 7000B
Reported: 03-02-22
PB-1 CA760 2300 0.23
PB-2 CA761 2000 0.20
PB-3 CA762 <39 <0.0039
PB-4 CA763 47 0.0047
7.j.2
Packet Pg. 1663 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) METHOD: EPA SW846 7000B
LAB ID
Eurofins CEI
730 SE Maynard Road
Cary, NC 27511
TEL: 866-481-1412
TEL: 919-481-1413
FAX: 919-481-1442
Project: Asbestos & Lead Demo Survey, 1280 Alemeda De
Los Pulgas, San Carlos, CA, 128.22001
Lab Code: C220158
CLIENT ID PPM (g/g)
CONCENTRATION
% BY WEIGHT
LEGEND g = microgram
ml = milliliter
ppm = parts per million
Pb = lead
g = grams
Reviewed By:
This method has been validated for sample weights of 0.020g or greater. When samples with a weight of less than that are analyzed those results fall outside of the scope of accreditations. * The analysis of composite wipe samples as a single samples is not included under AIHA accreditation.
Minimum reporting limit is 10 g total lead. Sample results denoted with a “less than” (<) sign contain less than 10.0 g total lead, based on a 40ml sample volume.
REGULATORY
LIMITS
Federal Lead Standard / HUD: 0.5% lead by weight.
wt = weight
Consumer Products Safety Standard: Greater than 0.009% lead by weight.
OSHA Standard: No safe limit.
Lead samples are not analyzed by Eurofins CEI Lead samples are submitted to an AIHA ELLAP accredited laboratory for lead analysis of soil, dust, paint, and TCLP samples.
Laboratory results represent the analysis of samples as submitted by the client. Information regarding sample location, description, area, volume, etc., was provided by the client. Unless notified in writing to return samples, Eurofins CEI discards client samples after 30 days. This report shall not be reproduced, except in full, without the written consent of Eurofins CEI.
Information provided by customer includes customer sample ID, location, volume and area as well as date and time of sampling.
Tianbao Bai, Ph.D.
Laboratory Director
End of Report
7.j.2
Packet Pg. 1664 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1665 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX D
CERTIFICATIONS
7.j.2
Packet Pg. 1666 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1667 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1669 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
7.j.2
Packet Pg. 1670 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPENDIX E
CAL/OSHA LEAD IN CONSTRUCTION STANDARD
7.j.2
Packet Pg. 1671 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) T8 CCR Section 1532.1 covers the requirements on lead
safety in construction, and makes employers responsible for complying with those requirements. Employers can
reduce the hazard from lead in construction by meeting
these requirements and following industry best practices.
Why employers need to be concerned?
x Lead is highly toxic and it can cause damage to brain, kidney, reproductive system, etc.
x Lead poisoning occurs through ingestion or inhalation even at a very low level of exposure.
x The risk to families, especially children, from takehome lead, carried on employees’ bodies, shoes or clothing is great.
Benefits of controlling lead exposure
Consider the alternatives to failing to protect your
employees from lead exposure: fines up to $70,000 per
violation, medical removal payments to workers with high blood lead levels, and costly job shutdowns. Some
companies find that following the lead exposure
regulations increases their business since clients want jobs that are safe for both workers and the environment.
What do I need to do to protect my
employees from lead poisoning?
Assess lead exposure
Lead can be present in a wide range of materials
including paints and other coatings, lead mortars, and
base metals to be welded on or treated with abrasive
blasting.
x Look at the age of the building or structure, the
presence of coatings and other materials that may
contain lead.
x Ask the property owner for relevant information.
x Also check the MSDS’ of the materials in use to see if they contain lead.
Send samples of materials to a laboratory for lead
analysis. Laboratories accredited by the U.S. EPA
National Lead Laboratory Accreditation Program are
listed at www.epa.gov/lead/pubs/nllap.htm. Testing
methods for lead must meet requirements of Title 8
Section 1532.1(d)(9).
Regularly assess the exposure level
Employers must assess the amounts of lead breathed by
workers on a regular basis for each task as per Section 1532.1(d). This is usually done by employee breathingzone air sampling. Air sampling results are used to determine the protective measures needed as well as the type of respirator that must be worn for protection.
Have a written compliance program
Prior to starting the job, you shall establish and implement a written compliance program as per 1532.1(e). In
addition, you need to provide a written Pre-Job
Notification to the nearest Cal/OSHA office within 24
hours of start of the work. The notification can also be made online at http://www.dir.ca.gov/dosh/Permits.html.
See Section 1532.1(p) for details on required information and types of jobs covered.
Reduce and maintain low lead level
On all construction jobs where lead is present, the
employer should reduce and maintain lead levels as low
as possible by:
x Housekeeping. Lead dust on surfaces, especially in
eating areas, must be controlled by HEPA vacuuming,
wet clean-up, or other effective methods.
x Hand and face washing. Workers must have washing
facilities with soap and clean water.
x Training. Workers must receive training on lead
hazards and how to protect themselves including:
¾ Requirements of Section 1532.1
¾ Nature of the operations – scraping, demolition etc.
¾ Respiratory protection
¾ Medical surveillance and removal
¾ Engineering controls–vacuum with HEPA filter, etc.
¾ Good work practices – eat in area free of lead, etc.
¾ Let employees know of their rights to their records
¾ Notify employees in writing of the blood-lead test
results within 5 days of receiving the results.
x Using proper respirators. For certain highly hazardous tasks, called trigger tasks, special protective measures must be taken—including specified respirators—until the employer determines that worker airborne exposures to
lead are below levels specified in Section 1532.1:
Continued in next page ……..
Contacting Cal/OSHA Consultation Service
Consultation Programs:
http://www.dir.ca.gov/dosh/consultation.html
Toll-free Number: 1-800-963-9424
Publications: http://www.dir.ca.gov/dosh/puborder.asp
eTools: http://www.dir.ca.gov/dosh/etools/etools.htm
Onsite Assistance Program Area Offices
Safety & Health Fact Sheets
Lead in Construction
Note: The information provided is not meant to be either a substitute for or legal interpretation of the occupational safety and health regulations. Readers are cautioned to refer directly to Title 8 of the California Code of Regulations for detailed information regarding the regulation’s scope, specifications, and exceptions and for other requirements that may be applicable to their operations.
Central Valley: 559-454-1295 San Diego/Imperial: 619-767-2060 No. California: 916 263-0704 San Bernardino: 909-383-4567 SF/Bay Area: 510-622-2891 San Fernando Valley: 818-901-5754 Santa Fe Springs/LA/Orange: 714-562-5525
Division of Occupational Safety and Health
Cal/OSHA Consultation Services
Research and Education Unit
Revised: March 2012
7.j.2
Packet Pg. 1672 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ¾Level 1 trigger tasks
Any of the following with lead-containing coatings or
materials: spray painting, manual demolition, manual
scraping or sanding, use of heat gun, power tool
cleaning with dust collection system.
Minimum required respirator: half-mask respirator with
N-100, R-100 or P-100 filters.
¾Level 2 trigger tasks
Any of the following with lead-containing coatings or
materials: using lead-containing mortar, lead burning,
rivet busting, power tool cleaning without dust
collection system, clean-up activities using dry
expendable abrasives, abrasive blasting enclosure
movement or removal.
Minimum required respirator: air-supplied hood or
helmet, or loose fitting hood or helmet powered air
purifying respirator with N-100, R-100 or P-100 filters. ¾Level 3 trigger tasks
Abrasive blasting, welding, cutting, or torch burning on structures where lead-containing coatings or materials
are present.
Minimum required respirator: half-mask supplied air
respirator operated in a positive pressure mode.
The Pre-Job Notification is required for all jobs involving trigger tasks.
x Providing interim protective measures
Followings are the interim protective measures required for all trigger tasks until worker airborne exposures are shown to be below levels specified in Section 1532.1:
¾ Respirators, protective equipment and clothing
¾ Areas for clothes changing and hand washing
¾ Blood test for lead and zinc protoporphyrin (ZPP)
¾ Basic lead hazard, respirator, and safety training
x Posting warning signs. Section 1532.1(i)(6) requires
regulated areas with warning signs for all trigger tasks and any other tasks that may reasonably cause
hazardous lead exposure at or above the Permissible
Exposure Limit (PEL).
x Using special measures for exposures above PEL.
When air sampling shows employee exposures above
the PEL from any operation, the following controls are
required in addition to those for the trigger tasks:
¾ Provide respirator protection as per 1532.1(f)
¾ Provide protective work clothing as per 1532.1(g)
¾ Provide changing and eating areas, and hand
washing and showering facilities as per 1532.1(i)
¾ Provide medical monitoring as per 1532.1(j)
¾ Provide medical removal protection as per 1532.1(k)
¾ Employee training as per 1532.1(l)
x Maintaining certification. On jobs at residential and public access buildings, workers exposed to lead above
the PEL- and their supervisors - must receive state
approved training and be certified by the California
Dept. of Public Health Services (CDPH).
Information on lead worker certification:
Phone: 800-597-LEAD
Web: http://www.cdph.ca.gov/programs/CLPPB/
Where can I get help?
The Cal/OSHA Consultation Service helps employers at
no cost. Employers can request an industrial hygienist to come to a construction job site, show how air sampling is done and assist in employee training. The Consultation
Service is independent of Cal/OSHA’s Enforcement Unit.
Frequently Asked Questions
Q. Before starting work on a job that involves disturbance of paint or other coatings, am I required to have a sample of the paint analyzed for lead content?
A. This is the best way to begin assessing the lead hazard at the jobsite. While not specifically required by the
Cal/OSHA regulation, material sampling—combined with
knowledge of the tasks being done—is the best indicator of the chance of high airborne lead levels, and can help guide the air sampling and exposure control efforts and the choice of required respirators.
Q. If I’m already doing air monitoring and protecting
workers with respirators during tasks with high exposures, why do I also need to do blood lead and ZPP monitoring? A. Blood lead and ZPP monitoring are tools that help
assess workers’ total exposure to lead—including through ingestion, unmonitored operations, and lead contamination in the vehicle and home. It is the most important
benchmark for answering the question: “Am I protecting
my workers from the hazards of lead on the job?”
Q. What should my respirator program include?
A. Your respirator program must include respirator
selection, medical evaluation, fit testing, and all other required elements as per Section 5144.
Q. How do I get started with a lead medical monitoring
program and where do I find a physician to do this?
A. The Department of Public Health Occupational
Lead Poisoning Prevention Program listed below can help you get started with your lead compliance program.
Resources
T8 CCR1532.1 http://www.dir.ca.gov/title8/1532_1.html
CDPH, Occupational Lead Poisoning Prevention Program
Website: www.cdph.ca.gov/programs/olppp
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Painting and Decorating Contractors of America
Website: www.pdca.org Phone: 703-383-0800
SSPC: Society for Protective Coatings
Website: www.sspc.org Phone: 412-281-2331
US EPA: Lead in Paint, Dust, and Soil
Website: www.epa.gov/opptintr/lead Phone:1(800) 424-LEAD OSHA: Lead in Construction
http://www.osha.gov/Publications/osha3142.pdf
http://www.osha.gov/OshDoc/data_Hurricane_Facts/lead_in_const ruction.pdf
http://www.osha.gov/OshDoc/data_Hurricane_Facts/lead_hazards _fs.pdf
7.j.2
Packet Pg. 1673 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) SAN CARLOS FIRE STATION 16
1280 ALAMEDA DE LAS PULGAS, SAN CARLOS, CA 94070
ISSUE FOR BUILDING PERMIT (REVISION 2) | FEBRUARY 23, 2022
REVIEWED FOR CODE COMPLIANCE
FOR COMPLIANCE WITH
201
CALIFORNIA BUILDING COD(
201
CALIFORNIA ELECTRICAL COD(
201
CALIFORNIA PLUMBING COD(
201
CALIFORNIA ENERGY COD( 201
CALIFORNIA MECHANICAL CODE 201
CALIFORNIA BUILDING CODE-STRUCTURAL ONLY
201
CALIFORNIA GREEN BUILDING STANDARDS CODE 201
CALIFORNIA FIRE CODE 201
CALIFORNIA RESIDENTIAL CODE
Plan review approval of documents docs not
authorize construction to proceed in violation
of any federal, state, nor local regulation.
BY: _________________________________ DATE: ____________ BUREAU VERITAS NORTH AMERICA, INC. .
David Gavranich
x
x
x
x
x
x
3/22/2022
x
7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
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GENERAL NOTES &
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SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
SAN CARLOS FIRE STATION 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
CLIENT:CITY OF SAN CARLOS600 ELM STREETSAN CARLOS, CA 94070ARCHITECT:SHAH KAWASAKI ARCHITECTS570 10TH STREET, SUITE 201OAKLAND, CA 94607CIVIL ENGINEER:SIEGFRIED ENGINEERING3428 BROOKSIDE ROADSTOCKTON, CA 95219STRUCTURAL ENGINEER:ZFA STRUCTURAL ENGINEERS1212 FOURTH ST., SUITE ZSANTA ROSA, CA 95404 MECHANICAL/ PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401ELECTRICAL ENGINEER:THOMA ENGINEERING 3562 EMPLEO ST., SUITE CSAN LUIS OBISPO, CA 93406COST CONSULTANT:CUMMING PROJECT MANAGEMENT AND COST CONSULTING475 SANSOME ST., SUITE 700SAN FRANCISCO, CA 94111SPECIFICATION CONSULTANT:JOHN A. RAEBER388 BEALE ST., SUITE 1910SAN FRANCISCO, CA 94105
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1. PROJECT TEAM
REPLACEMENT OF FIRE STATION NO. 16 AT THE CORNER OF ALAMEDA DE LAS PULGAS AND HOWARD AVE. IN SAN CARLOS, CA. THE WORK INCLUDES DEMOLITION OF THE EXISTING SINGLE STORY, 3,740 SF FIRE STATION AND CONSTRUCTION OF A NEW, TWO-STORY, 5,797 SF, WOOD-FRAMED FIRE STATION, INCLUDING BUILDING ENVELOPE, INTERIOR PARTITIONS, CASEWORK AND FINISHES, AS WELL AS MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS.
2. INSTALLATION OF FIRE APPARATUS PREEMPTION SYSTEM
ALONG ALAMEDA DE LAS PULGAS AVE. SEE CIVIL AND TRAFFIC ENGINEER DRAWINGS.
3. INSTALLATION OF RAPID RESPONSE FLASHING BEACON (RRFB) CROSSWALK AT THE INTERSECTION OF ALAMEDA DE LAS PULGAS AND HOWARD AVE. SCOPE INCLUDES REPLACEMENT OF ALL FOUR STREET CORNERS WITH CODE COMPLIANT CURB RAMPS AND NEW STREET DRAINAGE INLETS. SEE CIVIL AND TRAFFIC ENGINEER DRAWINGS.
4. REGRADING PORTIONS OF ALAMEDA DE LAS PULGAS AND
HOWARD AVENUE. SEE CIVIL DRAWINGS.
PROJECT DESCRIPTION
GENERAL NOTES
1. WRITTEN DIMENSIONS ON THESE DRAWINGS HAVE PRECEDENCE: DO NOT SCALE DRAWINGS. DETAIL SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS ON THE JOB.
NOTIFY THE ARCHITECT OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS.
3. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF ALL APPLICABLE, FEDERAL, STATE AND LOCAL CODES, LAWS, ORDINANCES AND STATUTES. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES, REGULATIONS, AND CODES. SEE CODE SUMMARY.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ARCHITECTS ATTENTION AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ARCHITECT. NOTES OF ONE DRAWING OR DETAIL APPLY TO ALL OTHER SIMILAR DRAWINGS OR DETAILS.
6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS.7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK UNDER HIS CONTRACT, INCLUDING HIS SUBCONTRACTORS AND OTHER CITY AUTHORIZED CONTRACTORS, IF APPLICABLE.
8. AS A GENERAL GUIDE, DIMENSIONS ARE TAKEN TO FACE OF STUD AND CENTER LINE OF STRUCTURAL COLUMN GRID LINES, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CLEAR DIMENSIONS ARE TO FACE OF FINISH.
9. ELEVATIONS AND DATUM ARE POINTS OF REFERENCE IN THE WORK.10. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONSTRUCTION DOCUMENTS, VISIT THE JOB SITE TO VERIFY EXISTING CONDITIONS, AND NOTIFY THE ARCHITECT OF ANY PERCEIVED DISCREPANCIES BETWEEN THE PLANS AND THE SITE CONDITIONS BEFORE COMMENCING ANY WORK. CONTRACTOR TO VERIFY THAT THERE ARE NO CONDITIONS PREVAILING THAT WILL PREVENT HIM FROM PROCEEDING WITH A NORMAL, UNINTERRUPTED CONSTRUCTION PROCESS.
11. CONTRACTOR SHALL PROTECT PROPERTY AND ADJACENT PROPERTIES AGAINST DAMAGE. DAMAGES TO EXISTING TO REMAIN FEATURES, INCLUDING BUT NOT LIMITED TO, UNDERGROUND UTILITIES, SITE WORK, LANDSCAPING, STRUCTURES AND ADJACENT PROPERTIES, SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF, AND AT NO ADDITIONAL COST TO THE OWNER.
12. "TYPICAL" (TYP.) MEANS IDENTICAL FOR ALL SIMILAR LOCATIONS.13. "SIMILAR" (SIM.) MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION WITH DRAWINGS.
14. THE CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "NIC." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC.
15. ALL PARTITIONING OF CEILINGS & SOFFITS ARE DESIGN BUILD & SHALL BE BRACED IN COMPLIANCE WITH THE REQUIREMENTS OF ALL APPLICABLE SEISMIC AND BUILDING CODES.
16. THE CONTRACTOR SHALL PROVIDE METAL BACKING PLATES, OR SOLID WOOD BLOCKING, AS REQUIRED IN WALLS BEHIND ALL MOUNTED ITEMS OF CASEWORK, ACCESSORIES, ETC.
17. DIMENSIONS OF, AND TO, EXTERIOR OPENINGS ARE FACE OF STUD OF THE ROUGH OPENING.18. VERTICAL MEASUREMENTS AND SPOT ELEVATIONS ON ARCHITECTURAL DRAWINGS ARE DRAWN IN REFERENCE TO CIVIL DRAWINGS TOP OF SLAB AT FIRST FLOOR. SEE CIVIL DRAWINGS FOR BASIS OF BEARINGS AND BENCHMARK.
19. CONTRACTOR TO PROVIDE FIRE BLOCKING AND DRAFT STOPPING WITHIN CONCEALED SPACES AS REQUIRED BY THE BUILDING CODE.
DEFERRED SUBMITTALS
MATERIALS SYMBOLS
DEFERRED SUBMITTAL ITEMS, LISTED BELOW, ARE DEPICTED IN THECONTRACT DOCUMENTS TO SHOW DESIGN INTENT AND RELATIONSHIPSWITH OTHER BUILDING COMPONENTS AND SYSTEMS. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND STRUCTURAL CALCULATIONS FOR DEFERRED SUBMITTAL ITEMS. CONTRACTOR TO INCORPORATE THE REVIEW
AND APPROVAL TIME FOR DEFERRED SUBMITTALS IN THE
PROJECT SCHEDULE. IF THE CONTRACTOR PROPOSES DEVIATIONS FROMTHE SHOWN DESIGN INTENT, THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL EFFORT, MATERIALS, AND DESIGN AT NO ADDITIONAL COST.DEFERRED SUBMITTALS SHALL BE SUBMITTED ACCORDING TO SPECIFICATION REQUIREMENTS, AND INCLUDE STRUCTURAL CALCULATIONS STAMPED/SIGNED BY A LICENSED CA ENGINEER WHERE APPLICABLE. SUBMIT FULLY COORDINATED DEFERRED SUBMITTALS TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW. AFTER DESIGN TEAM REVIEW, A SUBMITTAL SHALL BE MADE TO THE CITY AND APPROVAL AGENCIES FOR FINAL REVIEW
AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THAT REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS.
ALL OF THIS IS TO BE COMPLETED PRIOR TO FABRICATION AND INSTALLATION.
1. FIRE SPRINKLER CALCULATIONS & PIPING PLANS2. FIRE SPRINKLER MONITORING ALARM SYSTEM3. CURTAIN WALL, STOREFRONT SYSTEM DESIGN4. LULA ELEVATOR5. EXTERIOR METAL STAIR6. INTERIOR CONCRETE/ METAL PAN STAIR 7. WORK OF SPECIFICATION DIVISION 17: TELECOMMUNICATIONS8. STANDBY GENERATOR, FUEL TANK, FILLING STATION, RELATED CONCRETE PADS & ANCHORAGE9. STANDBY GENERATOR PEN ENCLOSURE10. OVERHEAD SECTIONAL & 4-FOLD GARAGE DOORS; DOOR OPENING LIGHTS11. REAR APRON FOLDING STEEL GATE, STEEL FENCING AND FOOTINGS12. FIRE SERVICE WATER LINE13. SUSPENDED GYPSUM BOARD, ACOUSTIC CEILING TILE AND WOOD SLAT CEILINGS14. MAIN SWITCHBOARD, RELATED CONCRETE PADS & ANCHORAGE15. ROOFTOP PHOTOVOLTAIC PANEL SYSTEM16. SITE LIGHT POLE AND BOLLARD LIGHT FIXTURE FOOTINGS17. NON-STRUCTURAL COMPONENTS WITH A WEIGHT OF 400 LBS OR MORE, A CENTER OF MASS OVER 4 FT.
ABOVE ADJACENT GRADE ARE REQUIRED TO COMPLY WITH ASCE 7-10 INCLUDING BY NOT LIMITED TO:
MECHANICAL ROOF TOP EQUIPMENT, VEHICLE EXHAUST SYSTEM, HOT WATER HEATER, METAL STORAGE CABINETSSEE DETAIL D/S-001 FOR STRUCTURAL RELATED SPECIAL INSPECTIONS.
TRAFFIC CONSULTANT:KIMLEY-HORN4637 CHABOT DR., SUITE 300PLEASANTON, CA 94588
PROJECT
NORTH
N
P1
P1
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) (
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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ABBREVIATIONS &
CODE SUMMARY
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SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
ABBREVIATIONS
CODE SUMMARYAPPLICABLE CODES2019 CALIFORNIA ADMINISTRATIVE CODE2019 CALIFORNIA BUILDING CODE PART 2, VOLUME 1 AND 2, WITH SAN CARLOS APPENDICIES, AMENDMENTS AND MODIFICATIONS*
2019 CALIFORNIA ELECTRICAL CODE, WITH SAN CARLOS APPENDICIES, AMENDMENTS AND MODIFICATIONS*2019 CALIFORNIA MECHANICAL CODE, WITH SAN CARLOS APPENDICES* 2019 CALIFORNIA PLUMBING CODE, WITH SAN CARLOS APPEENDICES* 2019 CALIFORNIA ENERGY CODE, WITH SAN CARLOS AMENDMENTS*2019 CALIFORNIA FIRE CODE, WITH SAN CARLOS FIRE DEPARTMENT AMENDMENTS AND MODIFICATIONS*2019 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), WITH SAN CARLOS AMENDMENTS AND MODIFICATIONS*2019 CALIFORNIA REFERENCE STANDARDS CODE, WITH SAN CARLOS AMENDMENTS**SAN CARLOS MUNICIPAL CODENFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITIONNFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2016 EDITIONNFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2016 EDITIONNFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUID CODE, 2018 EDITION NFPA 72, NATIONAL FIRE ALARM SIGNALING CODE, 2016 EDITIONNFPA 80, FIRE DOORS AND OTHER OPENING PROTECTIVES, 2016 EDITIONNFPA 1221, STANDARD FOR THE INSTALLATION, MAINTENANCE, AND USE OF EMERGENCY SERVICES COMMUNICATIONS SYSTEMS, 2016 EDITION ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESACCESSIBILITY REQUIREMENTS GOVERNED BY
AMERICANS WITH DISABILITIES ACT (ADA), TITLE II,
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 1, CHAPTER 11A & 11B WITH SAN CARLOS APPENDICIES,
AMENDMENTS AND MODIFICATIONS
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONS
OCCUPANCY GROUPS GROUP DESCRIPTION SECTION AREAR-3 RESIDENTIAL GROUP SECTION 310.4 3,831 SQFT.S-2 LOW HAZARD STORAGE GROUP SECTION 311.3 1,865 SQFT.TYPE OF CONSTRUCTION: V-BFIRE PROTECTION SYSTEM: S (WITHOUT AREA INCREASE)THE BUILDING WILL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC 903.3.1.1
CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREA
ALLOWABLE HEIGHT AND AREA BASED ON SEPARATED OCCUPANCIES IN ACCORDANCE WITH CBC 508.4 508.4.2 ALLOWABLE BUILDING AREA:
FIRST FLOOR:R-3 BLDG. ACTUAL AREA: 871 SQFT. R-3 ALLOWABLE BLDG. AREA: UL (0) SQFT.R-3 RATIO = 0S-2 BLDG. ACTUAL AREA: 1,865 SQFT. S-2 ALLOWABLE BLDG. AREA: 40,500 SQFT.S-2 RATIO = .046FIRST FLOOR RATIO SUM: .046 = .046 < 1 SECOND FLOOR:R-3 BLDG. ACTUAL AREA: 2,960 SQFT. R-3 ALLOWABLE BLDG. AREA: UL (0) SQFT.R-3 RATIO = 0SECOND FLOOR RATIO SUM: 0 < 1 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES707 FIRE BARRIERS707.3.9 SEPARATED OCCUPANCIES. WHERE THE PROVISIONS OF SECTION 508.4 ARE APPLICABLE, THE FIRE BARRIER SEPARATING MIXED OCCUPANCIES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT INDICATED IN TABLE 508.4 BASED ON THE OCCUPANCIES BEING SEPARATED.711 HORIZONTAL ASSEMBLIES711.2.4.1 SEPARATING MIXED OCCUPANCIES. WHERE THE HORIZONTAL ASSEMBLY SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 508.4 BASED ON THE OCCUPANCIES BEING SEPARATED. CHAPTER 9 FIRE PROTECTION SYSTEMS903.3.1.1 NFPA 13 SPRINKLER SYSTEM. AUTOMATIC SPRINKLER SYSTEMS TO BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13. 906, 906.3 PORTABLE FIRE EXTINGUISHERS SIZE AND DISTRIBUTION TO COMPLY WITH CALIFORNIA CODE OF REGULATIONS TITLE 19, DIVISION 1, SECTION 568 TABLE 2&3. MAXIMUM DISTANCE TO FIRE EXTINGUISHER TO BE 75' TYPE 2-A PER EVERY 3,000 SF IN PLAN. IF TOTAL GROSS WEIGHT IS 40LBS TOP OF EXTINGUISHER SHOULD NOT BE MORE THAN 5'-0" IF WEIGHT EXCEEDS 40LBS TOP SHOULD NOT EXCEED 3'-6". CHAPTER 10 MEANS OF EGRESSTABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTFIRST FLOOR TOTAL AREA LOAD MAX OCC. LOAD
PER FLOOR FACTOR (CUMULATIVE)
RESIDENTIAL 178 SQFT. 200 1ACCESSORY STORAGE 252 SQFT. 300 1PARKING GARAGE 1,512 SQFT. 200 8EXERCISE ROOM 337 SQFT. 50 7 RESTROOM 96 SQFT. 0 0CIRCULATION 138 SQFT. 0 0TOTAL 2,513 SQFT. 17SECOND FLOOR TOTAL AREA LOAD MAX OCC. LOAD
PER FLOOR FACTOR (CUMULATIVE)
RESIDENTIAL 1,505 SQFT. 200 8ACCESSORY STORAGE 344 SQFT. 300 2KITCHEN 309 SQFT. 200 2RESTROOM 161 SQFT. 0 0STORAGE 06 SQFT. 0 0CIRCULATION 138 SQFT. 0 0TOTAL 2,463 SQFT. 12TABLE 1006.2.1 COMMON PATH OF EGRESS TRAVEL (WITH SPRINKLER SYSTEM)OCCUPANCY: MAX COMMON PATH OF EGRESS TRAVEL DISTANCE:
R-3 125 FT. S-2 100 FT.
CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMSREQUIRED PER SECTION 1103B.13002.4a GENERAL STRETCHER REQUIREMENTS. ALL BUILDINGS AND STRUCTURES WITH ONE OR PASSENGER SERVICE ELEVATORS SHALL BE PROVIDED WITH NOT LESS THAN ONE MEDICAL EMERGENCY SERVICE ELEVATOR TO ALL LANDINGS MEETING THE PROSVISIONS OF 3002.4a.EXCEPTION 4. ELEVATOR(S) IN TWO-STORY BUILDINGS OR STRUCTURES EQUIPEED WITH STAIRS OF A CONFIGURATION THAT WILL ACCOMODATE THE CARRYING OF THE GURNEY OR STRETCHER AS PERMITTED BY LOCAL JURISDICTIONAL AUTHORITY. STAIR 01 CAN ACCOMODATE GURNEY SIZE OF 24"X84" W/ 5" RADIUS CORNERS PER CBC 3002.4.1CHAPTER 4 PLUMBING CODETABLE A OCCUPANT LOAD FACTOR TOTAL OCCUPANCY FOR PLUMBING FIXTURES = 21, SEE SUMMARY BELOW50% MEN = 11, 50% WOMEN = 11 OCCUPANCY AREA OCC. LOAD FACTOR MAX OCC. LOADR-3 3,831 SQFT. 200 SF 20S-2 1,865 SQFT. 5000 SF 1TABLE 422.1 MINIMUM PLUMBING FACILITIESTYPE OF WATER URINALS LAVATORIESOCCUPANCY CLOSETR-3 1 UNISEX 1 1 UNISEXS-2 1 UNISEX - 1 UNISEXMINIMUM TOTAL 2 1 2 TOTAL PROVIDED 3 UNISEX 1 3 UNISEX422.2 SEPARATE FACILITIES. SEPARATE TOILET FACILITIES SHALL BE PROVIDED FOR EACH SEX. EXCEPTION 1. RESIDENTIAL INSTALLATIONS.EXCEPTION 2. IN OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 10 OR LESS, INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES.BATHTUB OR SHOWER: 1 PER 8 REQ FOR R-3, 3 PROVIDEDDRINKING FOUNTAIN: NOT PROVIDED PER SEC 415.2. DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS.KITCHEN SINK: 1 PER 8 REQ FOR R-3, 2 PROVIDEDSERVICE SINK/ LAUNDRY TRAY/ OTHERS1 LAUNDRY TRAY OR 1 AUTOMATIC CLOTHES WASHER CONNECTION REQ. FOR R-31 SERVICE SINK OR LAUNDRY TRAY REQUIRED FOR S-22 SERVICE SINKS AND 2 AUTOMATIC CLOTHES WASHER CONNECTIONS TO BE PROVIDED.
ABBREVIATIONS (CONT'D)
&(E)(N)@
ALIGNANGLE (DEGREES)AND
EXISTINGNEW
AT
ABACOUSADDADD'LADJAFFALTALUMANODAPPROXARCHASPH
ANCHOR BOLTACOUSTICALADDENDUMADDITIONALADJACENT/ ADJUSTABLEABOVE FINISH FLOORALTERNATEALUMINUMANODIZEDAPPROXIMATELYARCHITECT (URAL)ASPHALT
BDB/NBEVBLDGBLK'GBMBO
BOARDBETWEENBEVELEDBUILDINGBLOCKINGBEAMBOTTOM (OF)
CBCEMCERCFMFCGCIPCLCLGCLRCMUCNTRCOLCONCCRCTCTRCTSK
CATCH BASINCEMENTCERAMICCOLD FORMED METAL FRAMINGCORNER GUARDCAST-IN-PLACECENTER LINECEILINGCLEARCONCRETE MASONRY UNITCOUNTERCOLUMNCONCRETECARD READERCERAMIC TILECENTERCOUNTERSINK
DEGDEMODIADIMDISPDNDTLDWG(S)
DEGREESDEMOLITIONDIAMETERDIMENSIONDISPENSER/ DISPOSALDOWNDETAILDRAWING (S) (E)EAEBELELECEMEREPT
EXISTINGEACHEXPOSED BOLTELEVATIONELECTRIC(AL)EMERGENCYEXTERIOR PAINT
ENCLENTREPEQEQUIPETCEXTEXTR
ENCLOSED/ ENCLOSUREENTRANCEELECTIC PANEL BOARDEQUALEQUIPMENTETCETERAEXTERIOREXTRUDED
F/FFAFABFAFBFDFEFFFINFIXTFLFLASHFLRFLUORFOFOBFOCFOFFOIC
FACE TO FACEFIRE ALARMFABRICATEFIRE ALARM PANELFLAT BARFLOOR DRAINFIRE EXTINGUISHERFINISH FLOORFINISH(ED)FIXTUREFLOOR LINEFLASHINGFLOORFLUORESCENTFACE OF FACE OF BUILDINGFACE OF CONCRETEFACE OF FINISHFURNISHED BY OWNERINSTALLED BY CONTRACTOR
FOMFOSFRM'GFTFTG
FACE OF MASONRYFACE OF STUDFRAMINGFOOT/ FEETFOOTING
GAGALVGBGB-24GB-36GB-42GCGFIGLGNDGSMGWBGYP
GAUGEGALVANISEDGRAB BAR24" LONG GRAB BAR36" LONG GRAB BAR42" LONG GRAB BARGENERAL CONTRACTORGROUND FAULT INTERRUPTGLASS/ GLAZINGGROUNDGALVANIZED SHEET METALGYPSUM WALL BOARDGYPSUM
H/CHDRHDWDHDWEHMHORIZHT
HANDICAPPEDHEADERHARDWOODHARDWAREHOLLOW METALHORIZONTALHEIGHT
IDININFOINTINV
INSIDE DIAMETER/ DIMENSIONINCHINFORMATIONINTERIORINVERT J-BOXKOKPLINLLLPL5TLTGLVRLWCMASMAT'LMAXMECHMFRMINMIRRMISCMOMTDMTLMUL
JUNCTION BOXKNOCKOUTKICK PLATELINEARLIVE LOADLOW POINTLIGHTLIGHTINGLOUVERLIGHTWEIGHT CONCRETEMASONRYMATERIALMAXIMUMMECHANICALMANUFACTURERMINIMUMMIRRORMISCELLANEOUSMASONRY OPENINGMOUNTEDMETALMULLION (N)N/ANICNONOMNTS
NEWNOT APPLICABLENOT IN CONTRACTNUMBERNOMINALNOT TO SCALE
O/OAOCODOFOIOFCIOHOPNG
OVEROVERALLON CENTEROUTSIDE DIAMETER/ DIMENSIONOWNER FURNISHED OWNER INSTALLEDOWNER FURNISHED CONTRACTOR INSTALLEDOPPOSITE HANDOPENING P.L.PCPERFPLPLAMPLASPLYPR PTPTD
PROPERTY LINEPRECAST CONCRETEPERFORATED PLATEPLASTIC LAMINATEPLASTERPLYWOODPAIRPOINT/ PRESSURE TREATEDPAINT/ PAINTED
R&SRADRBRCPRDWDREFREQ'DREVRMRORWL
ROD & SHELFRADIUSRUBBER BASE/ RESILIENT BASEREFLECTED CEILING PLANREDWOODREFERENCEREQUIREDREVISIONROOMROUGH OPENINGRAIN WATER LEADER
SCWSEDSF,SQFTSHTSIMSLDSMDSMSSPDSPECSPKRSQSSDSSTSTCSTDSTLSTORSTRUCTSTSSURRSUSP
SOLID CORE WOODSEE ELECTRICAL DRAWINGSSQUARE FOOTSHEETSIIMILIARSEE LANDSCAPE DRAWINGSSEE MECHANICAL DRAWINGSSHEET METAL SCREWSEE PLUMBING DRAWINGSSPECIFICATIONSPEAKERSQUARESEE STRUCTURAL DRAWINGSSTAINLESS STEELSOUND TRANSMISION CLASSSTANDARDSTEELSTORAGESTRUCTURE/ STRUCTURALSELF-TAPPING SCREWSURROUNDSUSPENDED
TODTOPTOSTOWTPDTYP
TOP OF DECKTOP OF PLATE OR PARAPETTOP OF SLABTOP OF WALLTOILET PAPER DISPENSERTYPICAL
UBCULUNFUONUTIL
UNIFORM BUILDING CODEUNDERWRITERS LABORATORIES INC.UNFINISHEDUNLESS OTHERWISE NOTEDUTILITY
VVARVERTVIF
VOLTSVARIESVERTICALVERIFY IN FIELD
W/W/OWCWDWFWNDWWOWPWSCTX
WITHWITHOUTWATER CLOSETWOODWIDE FLANGE (STRUCTURAL STEEL)WINDOWWHERE OCCURSWORK POINT/ WATERPROOF (ING)WAINSCOTBY .
S/SSADSAFSCDSCHEDSM
STAINLESS STEELSEE ARCHITECTURAL DRAWINGSSELF-ADHERED MEMBRANE FLASHINGSEE CIVIL DRAWINGSSCHEDULESHEET METAL
TBDT>HRUTOTOBTOC
TO BE DETERMINEDTONGUE & GROOVETHROUGHTOP OFTOP OF BEAMTOP OF CONCRETE 508.4.3. ALLOWABLE BUILDING HEIGHT & NUMBER OF STORIES:
HEIGHT STORIES
R-3 OCCUPANCY (S) WITHOUT AREA INCREASE: 40' 4 STORIESS-2 OCCUPANCY (S): 60' 3 STORIESPROPOSED BUILDING AREA (GROSS): 6,032 SQFT.PROPOSED HEIGHT: 31' - 10"PROPOSED STORIES: 2 STORIES508.4.4 OCCUPANCY SEPARATION: REQUIRED BETWEEN R-3 AND S-2 (1 HR.). 1 HR RATED CEILINGS PER TABLE 720.1(3) ITEM 21-1.1.CHAPTER 6 TYPES OF CONSTRUCTIONTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)FOR CONSTRUCTION TYPE V-BBUILDING ELEMENT FIRE RESISTIVE RATING REQUIREMENTS (IN HOURS)PRIMARY STRUCTURAL FRAME: 0BEARING WALLS EXTERIOR: 0INTERIOR: 0
NON-BEARING WALLS & PARTITIONS
EXTERIOR - SEE TABLE 602: SEE BELOWINTERIOR: 0
FLOOR CONSTRUCTION: 0ROOF CONSTRUCTION: 0 TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLSFIRE SEPARATION DISTANCE = X FEET RATING REQUIREMENT FOR GROUPS R-3 & S-2 X < 5' 1 HR*
5' < X < 10' 1 HR 10' < X < 30' 0 HR
X > 30' 0 HR
*FOR A GROUP R-3 BUILDING OF TYPE VB CONSTRUCTION, THERE EXTERIOR WALL SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING WHERE THE FIRE SEPERATION IS 5 FEET OR GREATER OR WHERE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3 THE FIRE-RESISTANCE RATING SHALL NOT BE REQUIRED WHERE THE FIRE SEPERATION DISTANCE IS 3 FEET OR GREATER.
CBC 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYSWHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. INTERLOCKING OR SCISSOR STAIRWAYS SHALL BE COUNTED AS ONE EXIT STAIRWAY.CBC 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYSEXCEPTION 2. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE SEPERATION DISTANCE SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY TYPE DISTANCERESIDENTIAL, R-3 250 FTSTORAGE, S-2 400 FT1020.1 CORRIDOR FIRE-RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE-RESISTANCE RATINGS GREATER THAN 30 0R-3 GREATER THAN 10 11020.2 MINIMUM CORRIDOR WIDTH WITH AN OCCUPANT LOAD OF LESS THAN 50: 36" CBC 1030 EMERGENCY ESCAPE AND RESCUE1030.2 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET1030.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. 1030.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. CHAPTER 11A HOUSING ACCESSIBILITYRESIDENTIAL PORTIONS OF THE BUILDING WILL COMPLY WITH THIS CHAPTER, INCLUDING THE RESIDENTIAL DORMS, RESIDENTIAL ROOMS, DAY ROOM, DINING ROOM AND KITCHEN. CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSINGPUBLIC PORTIONS OF THE BUILDING WILL COMPLY WITH THIS CHAPTER, INCLUDING SITE AMENITIES, WATCHROOM, PUBLIC RESTROOM AND EXERCISE ROOM. 11B-206.6 ELEVATORS. EXCEPTION 1IN A BUILDING PERMITTED BY SECTION 11B-206.7 TO USE A PLATFORM LIFT, ELEVATORS COMPLYING WITH SECTION 11B-408 SHALL BE PERMITTED.11B-206.7 PLATFORM LIFTSPLATFORM LIFTS SHALL BE PERMITTED AS A COMPONENT OF AN ACCESSIBLE ROUTE IN NEW CONSTRUCTION IN ACCORDANCE WITH SECTION 11B-206.7.CBC 11B-408 LIMTIED-USE/ LIMITED-APPLICATION (LULA) ELEVATORS11-408.4.1 CAR DIMENSIONS AND DOORS. ELEVATOR CARS SHALL PROVIDE A CLEAR WIDTH OF 42 INCHES MIN. AND A CLEAR DEPTH OF 54 INCHES MIN. CAR DOOR SHALL BE POSITIONED AT THE NARROW ENDS OF THE CARS AND SHALL PROVIDE 32 INCHES MIN. CLEAR WIDTH.
APN: 051-131-300PROJECT DATA TABLE / SAN CARLOS CODEZONING DISTRICT: RS-6NO. OF STORIES: 2 STORY MAX. STORIES ALLOWED: 2 EXISTING BUILDING FLOOR AREA: =3,740 SFNEW BUILDING FLOOR AREAFIRST FLOOR AREA =2,941 SFSECOND FLOOR AREA =3,091 SF TOTAL =6,032 SFNET PARCEL AREA: 10,178 SF AREA RATIO F.A.R. (6,032 SF/10,178 SF) 59.3%
SETBACK (ALONG ALAMEDA DE LAS PULGAS TO PROPERTY LINE): 11'-2"SETBACK (ALONG HOWARD AVENUE TO PROPERTY LINE): 20' - 0"SIDE YARD SETBACK (TO PROPERTY LINE): 11' - 0"REAR YARD SETBACK(TO PROPERTY LINE): 46' - 4"BUILDING HEIGHT: 31' - 10" CODE SUMMARY CONT.
P1
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
APPARATUS
BAY
105
18 1512 SF/ 200
DECON
103
11 66 SF/ 300
TURNOUT
104
11 122 SF/ 300
ENTRY
101
11 178 SF/ 200
EXERCISE
102
17 337 SF/ 50
MED.
CLEANING
107
11 26 SF/ 300
UP
WATER
HEATER/
COMPRESSOR
ROOM
106
11 39 SF/ 300
WH
2"- TRAVEL DISTANCE: 79'
6"- TRAVEL DISTANCE: 41'
(TO ACCESSIBLE ENTRY)
W D
FEC
FEC
5’ - 0”
77 ' -
7 3 4/
O"
EV RA
LL
UB LI D NI G D AI GO
AN L
OM
IS
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I SI D
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'
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-
' 56
/4
1 1
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"
ARE
U BLL
DL
I
GN
I
TI XE
PES
ARE
N IOT
2' - 0"
2' - 0" 2' - 0"
2' - 0"
DAY ROOM
206
14 657 SF/ 200
KITCHEN
207
12 309 SF/ 200
UTILITY
208
11 ELECTRICAL
157 SF/ 300
209
11 83 SF/ 300
I.T.
210
11 84 SF/ 300
DORM 04
211
11 159 SF/ 200
DORM 03
215
11 119 SF/ 200
DORM 02
216
11 119 SF/ 200
DORM 01
217
11 119 SF/ 200
STUDY
218
11 113 SF/ 200
READING
ROOM
204
12 ELEVATOR
114 SF/ 200
CONTROL
RM.
205
11 20 SF/ 300
TRAVEL DISTANCE: 43' - 3"
DN
FEC
EXTERIOR
BALCONY
-
12 105 SF/ 200
FEC
TRAVEL DISTANCE: 150' - 4"
(DOWN INTERIOR STAIRS
TO ACCESSIBLE ENTRY)
GURNEY ACCESS VIA STAIRWELL PER CBC 3002.4A EXCEPTION 4. GURNEY PICTURES IS 24" WIDE X 84" LONG W/ 5" RADIUS CORNERS. 2' - 0"
3$7+2)(*5(66
LEGEND
+5),5(%$55,(562&&83$1&<
6)52&&83$1&<
6)
2&&83$17(;,7/2$'
101
#
1 X SF/ 100
ROOM NAME 5220180%(5
0,1180%(52)5(4(;,760$;2&&83$17/2$'5220$5($',9,'('%</2$')$&725+55$7(')/225$66(0%/<%(7:((15 62&&83$1&<),5((;7,1*8,6+(5,1&$%,1(7 FEC1215$7('3$57,7,21(;,7/,*+76('$'$$&&(66,%/((175< 253$5.,1*63$&(&/($5)/225$5($$7'2256
6((-$
',$0(7(5&/($57851,1*
$5($ ;&/($5)/225
63$&(
1. FOR CODE-REQUIRED SIGNAGE, MOUNTING HEIGHTS AND
OTHER CODE INFORMATION, SEE A-004, A-005, A-006 AND A-007.
2. SEE ELECTRICAL LIGHTING FLOOR PLAN FOR ADDITIONAL
EMERGENCY LIGHTING INFORMATION.
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CODE DIAGRAMS -
GROUND AND
SECOND FLOOR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR (CODE DIAGRAM)
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR (CODE DIAGRAM)
6$1&$5/26),5(67$7,21/2$')$&7252&&83$17/2$' $5($7$%8/$7,216
ROOM # NAME AREA OCCUPANCY TYPE LOAD FACTOR
GROUND FLOOR
101 ENTRY 178 SF R-3 200102 EXERCISE 337 SF R-3 50103 DECON 66 SF S-2 300104 TURNOUT 122 SF S-2 300105 APPARATUS BAY 1512 SF S-2 200106 WATER HEATER/ COMPRESSOR ROOM 39 SF S-2 300107 MED. CLEANING 26 SF S-2 300
SECOND FLOOR
- EXTERIOR BALCONY 105 SF R-3 200
204 READING ROOM 114 SF R-3 200205 ELEVATOR CONTROL RM. 20 SF R-3 300206 DAY ROOM 657 SF R-3 200207 KITCHEN 309 SF R-3 200208 UTILITY 157 SF R-3 300209 ELECTRICAL 83 SF R-3 300210 I.T. 84 SF R-3 300211 DORM 04 159 SF R-3 200215 DORM 03 119 SF R-3 200216 DORM 02 119 SF R-3 200217 DORM 01 119 SF R-3 200218 STUDY 113 SF R-3 200 P1
P1
P1
P1
P1
P1
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) $33$5$786%$<
'(&21
7851287
(175<
(;(5&,6(
%$7+5220
(/(9$725
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UP
67$,5
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UP
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
650
650
6*1
6%5
650
650 650
6(;,7
650
6(;,7
6(;,7
67
)/5
(;(;(;
6(;,7
616,
(;
(; (;
(;
650 FOR MECH.
LOFT. ABV.
(;
SLOPE:
1/8" PER 1'-0"
'$<5220
.,7&+(1
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(/(&75,&$/
,7
'250
'250
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'250
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5($',1*5220
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67$,5
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(/(9$725
(/(9$725
&21752/50
DN EXTERIOR
BALCONY
99 SF
+$//:$<
650650650
6*1
6%5
650
6%5
6*1
650
650
650
650650
650
6(;,7
6(;
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67
)/5
67
6(;
'1
6(66
650
SIGN TO INDICATE RM. 205 BEYOND AS WELL.
SIGN TO INDICATE RM. 210 BEYOND AS WELL.SIGN TO INDICATE RM. 209 & 210 BEYOND AS WELL. 6(;57
1. FOR CODE-REQUIRED SIGNAGE, MOUNTING HEIGHTS AND OTHER CODE INFORMATION, SEE A-005, A-006 AND A-007.
2. REFER TO MECHANICAL DRAWINGS FOR SIGNAGE RELATED TO
MECHANICAL EQUIPMENT.
3. REFER TO PLUMBING DRAWINGS FOR SIGNAGE RELATED TO
PLUMBING AND FIRE SPRINKLER SYSTEM EQUIPMENT.
4. REFER TO ELECTRICAL DRAWINGS FOR SIGNAGE RELATED TO
ELECTRICAL EQUIPMENT.
5. REFER TO CODE DIAGRAM PLANS AND ELECTRICAL PLANS FOR ILLUMINATED EXIT SIGNS.
6. THE FDC SIGNAGE SHALL BE A DURABLE SIGN WITH BOTH WET AND DRY SYSTEMS IDENTIFIED. THE FIRE PUMP, RISER, AND
ELECTRICAL ROOMS SHALL BE IDENTIFIED WITH A DURABLE SIGN.
ALL SIGNAGE SHALL BE A MINIMUM OF 4" WHITE LETTERS WITH RED BACKGROUND.
7. FOR ACCESSIBLE PARKING (PER 11B-502) VEHICLE SPACE,
ACCESS AISLE, STRIPING, PARKING IDENTIFICATION, CURB RAMP (11B-406.4) & TRUNCATED DOME DETAILS (11B-705.1) SEE SHEET C-7.1. SEE CIVIL DRAWINGS FOR OTHER SITE IMPROVEMENTS.
8. WHERE SIGNAGE IS MOUNTED ON GLASS, PROVIDE MATCHING
BLANK PLATE ON OPPOSITE SIDE, ALIGN W/ SIGN.
9. ALL SIGNS ARE CONTRACTOR PROVIDED AND INSTALLED, UON. 10. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE SIGNAGE.
11. CONFIRM FINALS LOCATIONS OF ALL SIGNAGE WITH CITY AND ARCHITECT PRIOR TO MOUNTING.
12. WHERE SIGNS ARE LOCATED ON THE SITE, PROVIDE 2" GALV.
PIPE POLE SET IN CONCRETE BASE @ HEIGHT INDICATED PER
ARCHITECTURAL AND CIVIL DRAWING DETAILS.
SHEET NOTES
13. FOR SITE SIGNAGE, SEE SITE PLAN A-101.
LEGEND
SIGN TAGSIGN
X-XX
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
SIGNAGE PLANS -
GROUND AND
SECOND FLOOR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR PLAN (SIGNAGE)
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR PLAN (SIGNAGE)
SIGN CONTENT SCHEDULE
SIGN TYPE SIGNAGE INFO DETAIL NUMBER
EX-01 CAUTION AUTOMATIC DOOR A1/A-006EX-02 NO SMOKING SIGN D5/A-007EX-04 INTERNATIONAL ACCESSIBILITY SYMBOL E13/A-005 EX-09 EXTERIOR BUILDING LETTERS J13/A-007EX-11 FIRE DEPARTMENT ONLY SIGN J1/A-006EX-12 EXTERIOR BUILDING ADDRESS J9/A-007 FLR1 FLOOR LEVEL ID A5/A-007FLR2 FLOOR LEVEL ID A9/A-007 S-BR BATHROOM IDENTIFICATION SIGN A9/A-005
S-ESS ELEVATOR SAFETY SIGN J1/A-007
S-EX DN STAIR DOWN A13/A-007
S-EX RT STAIR EXIT ROUTE A8/A-006
S-EXIT EXIT SIGNAGE E4/A-006
S-GN ALL GENDER BATHROOM SIGN A13/A-005
S-NSI NO SMOKING SIGN D11/A-007
S-RM PERMANENT ROOM IDENTIFICATION SIGN A4/A-006
ST-1 STAIR 01 NO ROOF ACCESS J5/A-007
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
VINYL TAPE MOUNTING
COPY & BRAILLE RAISED 1/32" MIN
BLANK PLATE TO MATCH COLOR & MATERIAL OF SIGN OPPOSITE @ WINDOW MOUNTING
WALL OR WINDOW SURFACE
PROVIDE THIS ADDITIONALSPACE IF DOOR IS EQUIPPEDWITH BOTH A LATCH AND
A CLOSER
PUSH SIDE
PULL SIDE
1/4"/FT.
MAX. SLOPE
CLR.
48" MIN.
RLC
. NI M" 06
32" CLEAR MIN.
@ INTERIOR DOORS
18" MIN. CLR.
@ EXTERIOR DOORS
24" MIN. CLR
CLR.
12" MIN.
UNISEX TOILET
CENTERLINE
OF DOOR
EXIT AND PERMANENT
ROOM DOORS
EXIT
. XAM" 06 OT. NI M" 85
EQ EQ
SLLEC ELLI ARB TSE WOL EHT FOENI LESAB
EHT MORF DERUSAEMFFA NI M" 84
1' - 6"
EQ EQ
SRETCERAHC DESI ARFOENI L TSEHGI H EHT FO
ENI LESAB EHT MORF DERUSAEMFFA. XAM" 06
1' - 6"
SLLEC ELLI ARB TSE WOL EHT FOENI LESAB
EHT MORF DERUSAEMFFA NI M" 84 SEE DETAIL A9/ A-005 FOR MORE INFO.
SEE DETAIL
A13/ A-005 FOR
MORE INFO.SEE DETAIL E4/ A-006 FOR MORE INFO.
ACCESSIBLE TOILET
(FRONT ELEVATION)
ACCESSIBLE TOILET
(SIDE ELEVATION)
CL
ACCESSIBLE LAVATORY ELEVATIONS
AND MIRROR ELEVATION
SIDE FRONT
FLUSH
ACTIVATOR
TO WIDE SIDE
1 1/4"Ø MIN.1 1/2"Ø MAX.
WRAP PIPE
. XAM" 93
ERUTXI F. O. T OT. XAM" 2/ 1 33
. NI M" 72
8" MIN.
" 43
1 1/2"
NI M" 91
7" TO8 3/4"
24"
MIN.
42" MIN. LONG
54" MIN.
12"
MAX.
. NI M" 71
. XAM" 91
36" MIN. 6" MAX
17" - 18"
PAPER
TOWEL
DISPENSER
SANITARY NAPKIN
DISPOSAL
SEAT
COVER
DISPENSER
TOILET
PAPER
DISPENSER
CLEARFLOORSPACE
PAPER TOWEL
DISPENSER &
RECEPTACLE
30" .
. " 84
18".
MIN.
. XAM" 04
. XAM" 04
. NI M" 91
1' - 6"
MIN. DISTANCE TO DOOR (WHERE OCCURS)
PLAN
. NI M" 91
. XAM" 04
SANITARY
NAPKIN
DISPENSER
. XAM" 04
. XAM" 8
. NI M" 92
11" MIN.
EGDE EVI TCELFERFOPOT OT. NI M" 27
BOT. OF GLASS
SOAP
T.O. OPERABLE PARTS TYP.
. XAM" 04
DISPENSER
. XAM" 04
ROBE
HOOK
12" MIN 24" MIN
. NI M" 9
48" CLR. FLR. SPACE IN FRONT OF FIXTURE
GRID INDICATINGSYMBOL PROPORTIONSSYMBOL ANDBACKGROUND TO BECONTRASTING COLORSCENTERLINE OF SIGNAGEMOUNTED 40" MIN. FROM FINISH FLOOR TYP. UON
INTERNATIONAL SYMBOL OF ACCESSIBILITY IS PROVIDED AT DOORS LEADING TO ACCESSIBLE EXITS ONLY. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C. DECAL WHERE SHOWN ON WINDOW. " 6
6"
BATHROOM
6"
" 9
3/4"
SECONDARY ROOM IDENTIFICATION SIGN WITH SYMBOLS ACRYLIC SIGN PANEL W/ LAMINATED PHOTPOLYMER SIGN FACE. TEXT IS RAISED 1/32" AND IS
ACCOMPANIED BY CA
CONTRACTED GRADE 2 BRAILLE. " 6
" 1 " 4/ 3
1/8" MIN. 1/2" MAX. 3/8" MIN., 1/2" MAX.
FOR BATHROOM 110 AND
ACCESSIBLE BATHROOM 213
REMOVE THESE SYMBOLS
AND USE ENLARGED
INTERNATIONAL SYMBOL.
1. CONTRACTOR TO PROVIDE SAMPLE MOCK-UP FOR REVIEW
PRIOR TO FABRICATION
2. ATTACH SIGNAGE W/ ADHESIVES PER MANUFACTURER'S
RECOMMENDATION. SIGNS SHALL BE CENTERED ON DOOR WITHTHE HORIZONTAL CENTER LINE 58" MIN. TO 60" MAX. ABOVE FINISHED FLOOR @ 58" MIN. TO 60" MAX. AFF DOOR & SIGN
NOTES:
1' - 0"
DOOR & SIGN
1' - 0"
NON-ADA BATHROOM ADA BATHROOMS
PLAN
C
C
ELEC WALL OUTLET WHERE OCCURS.ALIGN VERTICALLY W/ ELEC SWITCH IFOUTLET IS WITHIN 2'-0" OF DOOR.ACCESSORY SWITCHES & CONTROLS: PLACE WITHIN 1'-6" (HORIZONTALLY) OF DOOR; WHERE LOCATE SWITCHES AND OTHERELECTRICAL DEVICES WITHIN 1'
FLASHING EMERGENCY INDICATOR LIGHT
ADDITIONAL ROWS ARE REQD BY RM FUNCTION, PLACE PRIMARY LIGHT SWITCHES ON TOP,ACCESSORY SWITCHES & CONTROLS AT BOTTOM. -6" OF
EDGE OF DOOR.
(STROBE LIGHT)
CENTERLINE OF TOP ROW OFSWITCHES AND LEVER HANDLE
LIGHT SWITCH, DIMMER, THERMOSTAT &OTHER CONTROLS; ALIGN HORIZONTALLY L
L
ALTERNATE CONDITION: WHERE SWITCHES
6"
FFA" 8-' 6
. XAM" 0-' 4
. XAM" 44. NI M" 43
FFA6-' 1
OCCUR AT END OF DOOR SWING.
CARD READER, WHERE OCCURS
CL
ADA PUSH PLATE -PROVIDE AT BOTH INTERIOR AND EXTERIOR SIDE OF DOOR XAM' 8
NI M" 7
CL
ADA PUSH PLATE -PROVIDE AT BOTH INTERIOR AND EXTERIOR SIDE OF DOOR, SEE J9/A-005.
XAM" 44
NI M" 03
CL
HARDWARE AT TYPICAL DOOR
& EXIT DOOR
UNLATCHING FORCE SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS, 5 LBS FOR INTERIOR DOORS AND CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN. THE AUTHORITY HAVING JURISDICTION MAY INCREASE THE MAXIMUM EFFORT TO OPERATE FIRE DOORS TO ACHEIVE POSITIVE LATCHING BUT NOT TO EXCEED 15 LBS. MAX
AUTOMATIC DOOR OPENERACTUATOR WHERE OCCURS
LEVER TYPE HARDWARE,TYPICAL. LEVER HANDLESHALL RETURN TO DOOR. (SHALL BE MOUNTED @ 40" AFF, UON)SMOOTHUNINTERRUPTEDSURFACE " 01
PYT" 83, XAM" 44, NI M" 43
" 0-' 3
" 3-' 3
" 3
1'-6"
EQ EQ CL
OPERABLE PORTION SHALL BE LOCATED SO THE BOTTOM IS 5 INCHES MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE AND THE TOP IS 35 INCHES MINIMUM ABOVE THE FLOOR OR GROUND SURFACE
1. MOCK-UP OF EACH SIGN SHALL BE PROVIDED AND REVIEWED
BY ARCHITECT PRIOR TO FABRICATION
2. ATTACH SIGNAGE WITH ADHESIVE.3. SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.5. FOR ADDITIONAL INFORMATION ON RAISED CHARACTERS AND BRAILLE REQUIREMENTS, SEE CBC CHAPTER 11B
A. BRAILLE SHALL BE GRADE 2 WITH DIMENSIONS AS
INDICATED IN CBC 11B-703.3.1B. CHARACTERS SHALL BE SANS SERIF TYPE AND IN UPPERCASE. HEIGHT SHALL BE 5/8" MIN. AND 2" MAX UON, SEE ALSO HEIGHTS NOTED ON SIGN TYPES.C. RAISED CHARACTERS SHALL BE 0.025" MIN. AND 0.037" MAX.
ABOVE THEIR BACKGROUND.
D. PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "T". E. STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER.
6. SIGNAGE COLOR TO BE DETERMINED BY ARCHITECT.7. CONTRACTOR TO COORDINATE ROOM NUMBER AND NAME WITH FINAL APPROVED BY OWNER, SEE ALSO SIGNAGE CONTENT SCHEDULE ON A-004.
SHEET NOTES
RAB BARG OT" 43
RAB BARG" 42
1' - 6" 1' - 2"
ELEVATION: ACCESSIBLE SHOWER
CONTROLS - ALT. SIDE APPROACH
CODE REF: 11B-608.5
1' - 6" MIN
2' - 2" MAX
DAEH RE WOHS" 0-' 6
1' - 2" 1' - 10"
WALL MOUNTED SHOWER HEAD
XAM" 0-' 4
ELDNAH OT XAM" 14
60" MIN HOSECONTROL LOCATIONGRAB BARBACKING AND SUPPORT FULL WIDTH OF COMPARTMENT 6" MAX
SHOWER COMPARTMENTS - GENERAL NOTES1. FOR ALTERNATE ROLL-IN SHOWER COMPARTMENT CONFIGURATION, THE CLEARANCE BETWEEN THE SEAT AND THE OPPOSING WALL IS 36" ABSOLUTE.2. GROUND FLOOR SURFACES OUTSIDE AND INSIDE THE SHOWER COMPARTMENT SHALL NOT EXCEED 1.5% SLOPE IN ANY DIRECTION. WITHIN A SHOWER COMPARTMENT, THE FLOOR SURFACE SHALL SLOPE TO DRAIN WITHIN THE COMPARTMENT.3. REFER TO PLUMBING SPECIFICATIONS FOR INDIVIDUAL CONTROLS AND FIXTURES SHOWN IN DETAILS, ESPECIALLY FOR INTEGRATED SHOWER CONTROL APPLIANCES.4. A SEPARATE SHOWER SPRAY UNIT AND AN UPPER SHOWER SPRAY HEAD ARE REQUIRED. ADJUSTABLE HEIGHT SHOWER HEAD ON A VERTICAL BAR IS NOT PERMITTED. SHOWER SPRAY UNIT IS PROVIDED WITH ON/OFF CONTROL WITH NON-POSITIVE SHUT OFF, SEE PLUMBING SPECS.5. SHOWER CONTROLS AND THEIR LEVERS SHALL BE COMPLETELY LOCATED IN THE CONTROL LOCATION AREA.
6. SHOWER CONTROLS SHALL BE OF A SINGLE LEVER DESIGN, OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQ. TO ACTIVATE THE CONTROLS SHALL NOT EXCEED 5 LB/F.7. THE ALLOWABLE STRESSES ON THE SHOWER SEAT
AND GRAB BARS SHALL NOT BE EXCEEDED FOR
MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250LBS IS APPLIED IN ANY POINT ON THE SEAT OR GRAB BAR, FASTENER, MOUNTING DEVISE OR SUPPORTING STRUCTURE. 5’ - 2” CLR.
6" MAX
RLC" 0-' 3 XAM" 6
1 1/2"
" 8/ 3 1
6" MAX
3' - 3"
3' - 0" CLR 2' - 0" 3"
1/2" 1' - 10"
(1) 48" OR (2) 24" GRAB BARS W/BACKING & SUPPORT FULL WIDTH OF COMPARTMENT WALLGRAB BAR, CON'T 'L' SHAPED GRAB BAR PERMITTED AS ALT.SHOWER HEAD, HOSE
AND SPRAYER AND
CONTROLSFOLDING SHOWER SEAT: BOBRICK B-5192RAISED THRESHOLD, LEVEL WITH ADJACENT FLOORING & 1/4" STEP
AT SHOWER SIDE
FRAMELESS GLASS DOOR W/WALL STOP BUMPER @ HANDLE
." 61/ 7 2-' 1
MAX. SLOPE SHALL NOT EXCEED 1:48 SLOPE
3' - 0"
PLAN: ALTERNATE ROLL-IN
SHOWER W/ALL GLASS DOOR
CODE REF: 11B-608.2.3
CLR 60" DIAMETER OR 'T' SHAPE MANEUVERING CLEARANCE
" 6-' 1
12" MAX
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CODE DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
E9
3" = 1'-0"
SECTION THRU SIGN
1/2" = 1'-0"
J13 LEVEL MANEUVERING CLEARANCE DOORS
1/2" = 1'-0"
J1 TYPICAL SIGNAGE MOUNTING HEIGHTS
1/4" = 1'-0"
A1 TYPICAL ACCESSIBLE CLERANCES AND MOUNTING HEIGHTS
E13
6" = 1'-0"
(EX-04) - INTERNATIONAL ACCESSIBILITY SYMBOL
A9
6" = 1'-0"
(S-BR) - RESTROOM SIGN A13
3" = 1'-0"
(S-GN) ALL GENDER BATHROOM SIGN
1/2" = 1'-0"
J5 DEVICE PLATE LOCATION
1/2" = 1'-0"
J9 MOUNTING LOCATIONS OF HARDWARE AT DOORS
1/2" = 1'-0"
E1 ALTERNATE ACCESSIBLE SHOWER CLEARENCES
P1
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) MAIN
WHITE LETTERS AND SYMBOLSON DARK GREY BACKGROUND
8"
" 4/ 1 6
QE
DECAL TO MOUNT ON FACE OF EXTERIOR SWITCH GEAR CABINET
" 1 " 1 " 8/ 5 " 1 " 8/ 5 " 1 " 1
SEE DETAIL J1/A-005 FOR MOUNTING HEIGHTS
QE
SHUT-OFF
ELECTRICAL
POWER DOOR CAUTION SIGNAGE NOTES:1. UON, BACKGROUND COLOR SHALL BE BLACK. TEXT AND GRAPHICS YELLOW.2. IF 'KNOWING ACT' OR 'ACTIVE SWITCH TO OPERATE' SWITCH IS USED TO INITIATE DOOR OPERATION, BACKGROUND COLOR SHALL BE BLUE. TEXT AND GRAPHICS SHOULD BE WHITE AND THE LETTERS SHALL BE 5/8" HIGH MIN.3. VINYL STICKER SHOULD BE MOUNTED ON BOTH SIDES OF DOOR 50" +/-12" FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN.
AUTOMATIC
CAUTION
DOOR
ACTIVATE SWITCH
TO OPERATE
6"
" 3
BOTTOM EDGE OF SIGN
8" X 10" ALUMINUM WITH IRON WHITE SIGN LETTER AND SYMBOL ON A BLUE BACKGROUND. MOUNT ON 2" DIA. STEEL POLE (OR ON
ADJACENT WALL OR GUARDRAIL),
SCD. CENTERLINE AT 40" MIN
ABOVE WALKING SURFACE.
DIRECTION OF ARROW VARIES,SEE A-004 SITE SIGNAGE FOR DIRECTION AT EACH SIGN LOCATION. (PROVIDE 2ND & THIRD ARROWHEADS AS INDICATED).
CENTER ARROW AND TAIL ON SIGN.
1/2" RADIUS, TYP.
ACCESSIBLE
ENTRANCE
8"
" 01
WHITE LETTERS AND SYMBOLSON DARK GREY BACKGROUNDRAISED CHARACTERS, SEE SHEET NOTES FOR SIZE AND PROPORTIONS6"W x 5"H SIGN, TYP.GRADE 2 BRAILLE, SEE SHEET NOTES FOR DIMENSIONS AND SPACING SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN.
ABOVE F.F. OR GROUND SURFACE, MEASURED FROM THE
BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. ABOVE F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS EXIT
ROUTE
6"
" 5
BRAILLE SHALL BE SEPARATED 3/8" MIN. AND 1/2" MAX FROM ANY OTHER TACTILE CHARACTER AND 3/8" MIN FROM RAISED BORDERS
AND DECORATIVE ELEMENTS
NOTE: SEE J1/A-006, NOTE 5 FOR MORE INFORMATION ON RAISED CHARACTERS AND BRAILLE QE
" 1 " 8/ 5 " 1
SEE DETAIL J1/A-005 FOR MOUNTING HEIGHTS
MINIMUM
FINE $250
1' - 0"
" 0-' 2 VAN
" 8 " 3 " 2 ACCESSIBLE
NOTE:SIGNS SHALL BE REFLECTORIZED PER CBC 11B-502.6.1 FINISH AND SIZE. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES (45,161 MM2).12"X24" ALUMINUM WITH IRON WHITE SIGN LETTER AND SYMBOL ON A BLUE BACKGROUND. MOUNT ON 2 1/2" DIA. GALV STEEL POLE, SCD FOR POST FOOTING DETAIL. MOUNT BOTTOM OF SIGN 80" ABOVE WALKING SURFACE 12" X 18" ALUMINUM REFLECTORIZED WITH RED SIGN LETTERING ON A WHITE BACKGROUND. MOUNT ON 2 1/2" DIA. GALV. STEEL POLE. MOUNT BOTTOM OF SIGN 80" ABOVE WALKING SURFACE. SCD FOR POST FOOTING DETAIL 1/2" RADIUS, TYP.
DO NOT BLOCK
DRIVEWAY
FIRE
DEPARTMENT
VEHICLES
BEYOND THIS
POINT
PYT" 6-' 1
1' - 0" TYP
1. MOCK-UP OF EACH SIGN SHALL BE PROVIDED AND REVIEWED
BY ARCHITECT PRIOR TO FABRICATION
2. ATTACH SIGNAGE WITH ADHESIVE.3. SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.5. FOR ADDITIONAL INFORMATION ON RAISED CHARACTERS AND BRAILLE REQUIREMENTS, SEE CBC CHAPTER 11B
A. BRAILLE SHALL BE GRADE 2 WITH DIMENSIONS AS
INDICATED IN CBC 11B-703.3.1B. CHARACTERS SHALL BE SANS SERIF TYPE AND IN UPPERCASE. HEIGHT SHALL BE 5/8" MIN. AND 2" MAX UON, SEE ALSO HEIGHTS NOTED ON SIGN TYPES.C. RAISED CHARACTERS SHALL BE 0.025" MIN. AND 0.037" MAX.
ABOVE THEIR BACKGROUND.
D. PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "T". E. STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER.
6. SIGNAGE COLOR TO BE DETERMINED BY ARCHITECT.7. CONTRACTOR TO COORDINATE ROOM NUMBER AND NAME WITH FINAL APPROVED BY OWNER, SEE ALSO SIGNAGE CONTENT SCHEDULE ON A-004.
SHEET NOTES 2’ - 0”
” 0-’ 2
24" X 24" ALUMINUM REFLECTORIZED WITH BLACK SIGN LETTERS ON A WHITE BACKGROUND. MOUNT ON 2 1/2" GALV. DIA. STEEL POLE. MOUNT BOTTOM OF SIGN 30" ABOVE WALKING SURFACE. SCD FOR POST FOOTING DETAIL
UNAUTHORIZED VEHICLES PARKED
IN DESIGNATED ACCESSIBLE
SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR
SPECIAL LICENSE PLATES ISSUED
FOR PERSONS WITH DISABILITIES
WILL BE TOWED AWAY
AT THE OWNER'S EXPENSE
TOWED VEHICLES
MAY BE RECLAIMED AT
XXXXXXXXXXXX
OR BY TELEPHONING
XXX-XXX-XXXX
FIRE
WHITE LETTERS AND SYMBOLSON DARK GREY BACKGROUND
8"
" 2/ 1 6
SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. ABOVE F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. ABOVE F.F. OR GROUND
SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS
PERSONNEL
QE QE SIGNAGE MESSAGING TO BE CONFIRMED WITH SIGNAGE SCHEDULE " 1 " 8/ 5 " 1 " 8/ 5 " 1 " 1 CA GRADE 2 BRAILLE WITH DOTS 0.1" BETWEEN DOTS IN SAME CELL, 0.3" SPACE BETWEEN CELLS, 0.395" TO 0.4" BETWEEN DOTS FROM ONE CELL DIRECTLY BELOW, AND DOTS SHALL BE RAISED
0.025" MIN.
ONLY
SEE DETAIL J1/A-005 FOR MOUNTING HEIGHTS
3/8" MIN., 1/2" MAX.
122
WHITE LETTERS AND SYMBOLSON DARK GREY BACKGROUND
6"
" 5
SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. ABOVE F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. ABOVE F.F. OR GROUND
SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS DATA
QE QE SIGNAGE MESSAGING AND NUMBER TO BE CONFIRMED WITH SIGNAGE CONTENT SCHEDULE ON A-004 " 1 " 8/ 5 " 1
CA GRADE 2 BRAILLE WITH DOTS 0.1" BETWEEN DOTS IN SAME CELL, 0.3" SPACE BETWEEN CELLS, 0.395" TO 0.4" BETWEEN DOTS FROM ONE CELL DIRECTLY BELOW, AND DOTS SHALL BE RAISED 0.025" MIN.
NOTE: AT ALL LOCATIONS WHERE SIGNS MUST BE PLACED ON GLASS, PROVIDE CLEAR ANODIZED ALUMINUM BLANK PANEL AT SAME LOCATION ON OPP.
SIDE OF GLASS, TO MATCH SHAPE OF EXIT SIGN.SIGNS LOCATED AT EXTERIOR SHALL BE ALUMINUM, SEE SPECS.
3/8" MIN., 1/2" MAX.
SEE DETAIL J1/A-005 FOR MOUNTING HEIGHTS
WHERE ACCESSORY ROOMS OCCUR BEYOND THE PRIMARY ROOM BEING IDENTIFIED, ADDITIONAL PERMANENT ROOM IDENTIFICATION SIGNAGE WILL INDICATE THOSE ADJOINING ROOMS. SEE A-004 FOR THESE LOCATIONS AT THE SECOND FLOOR .
EXIT
WHITE LETTERS AND SYMBOLSON GREY BACKGROUND1/16" RAISED TEXT. 3/4"HIGH WIDTH TO HEIGHT RATIOOF 3:5 TO 1:1 AND STOKE WIDTHTO-HEIGHT RATIO OF 1:5 TO 1:10.CA GRADE 2 BRAILLE WITH DOTS 0.1" BETWEEN DOTS IN SAME CELL, 0.3" SPACE BETWEEN CELLS, 0.395" TO 0.4" BETWEEN DOTS FROM ONE CELL DIRECTLY BELOW, AND DOTS SHALL BE RAISED 0.025" MIN. 2"X6" SIGN TYP.5"X6" SIGN ADJACENT TODOORS WITH ADDITIONAL TEXT OR ARROW
AT ALL LOCATIONS WHERE
SIGNS MUST BE PLACED ON GLASS, PROVIDE CLEAR ANODIZED
ALUMINUM BLANK PANEL AT SAME
LOCATION ON OPP. SIDE OF GLASS, TO MATCH SHAPE OF EXIT SIGN. 6"
" 5
" 2
SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. ABOVE F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. ABOVE F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS 3/8" MIN., 1/2" MAX.
3/8" MIN., 1/2 MAX.
SEE DETAIL J1/A-005 FOR MOUNTING HEIGHTS
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CODE DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
6" = 1'-0"
J8 (EX-10) - MAIN ELECTRICAL SHUT-OFF SIGN
A1
3" = 1'-0"
(EX-01) - CAUTION AUTOMATIC DOOR
D1
6" = 1'-0"
(EX-03) - ADA DIRECTIONAL SIGNAGE
A8
6" = 1'-0"
(S-EX RT) - EXIT ROUTE A12
6" = 1'-0"
(EX-08) - ADA VAN DISABLED PARKING
3" = 1'-0"
J1 (EX-11) - FIRE DEP. ONLY SIGN
3" = 1'-0"
J4 (EX-07) - DISABLED PARKING TOW-AWAY SIGN
E8
6" = 1'-0"
(S-FPO) - FIRE PERSONNEL ONLY
A4
6" = 1'-0"
(S-RM) - PERMANENT ROOM IDENTIFICATION SIGN
E4
6" = 1'-0"
(S-EXIT) - EXIT SIGNAGE
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) NOTE:
1. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE
AND SHALL BE ACCOMPANIED WITH
GRADE II BRAILLE.RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2"
AND SHALL BE WHITE ON A BLACK
BACKGROUND.2. CAR CONTROL BUTTONS TO BE 3/4" MIN WIDE.3. CAR CONTROL BUTTONS TO BE RAISED 1/8" PLUS OR MINUS 1/32"
ABOVE THE SURROUNDING
SURFACE AND SHALL BELAMINATED4. CAR CONTROL BUTTONS SHALL BE ILLUMINATED 2 FINISH FLOOR
PLACE STAR ON LEFT SIDE OF MAIN EXIT FLOOR NUMBER
ROOLF EVOBA NI M" 53
CORRESPONDING GRADE II BRAILLE, TYP.
. NI M" 8/ 5 EZI SLACI REMUN
NOI TARAPES. NI M" 8/ 3
581
6723
6723
1 3/4" MIN.
NOTTUB TSEHGI EH OT. XAM" 84
CALL BUTTON
ELEVATOR SPEAKER
CAR OPERATION CONTROL
A
B
CL
CL
CL
HALL LANTERNFLOOR LANDING 2" HIGH
ARABIC NUMERALS AND
RAISED BRAILLE SYMBOLSON BOTH SIDES OF DOOR JAMB. PROVIDE A STAR TO LEFT OF DESIGNATION AT GRADE LEVEL. SEE
DETAILS A5/A-007 &
A9/A-007.
NRETNAL LLAH
. NI M" 27
” 06
” 92
” 5
3 -' 0" M NI . CLR.
NOTTUBLLACTSEHGI H
. XAM" 84
IN CASE
OF FIRE USE
STAIRS FOR EXIT.
DO NOT USE
ELEVATOR.
8"
" 01
NOTE: SIGN SIZE MAY VARY PER MFR. BUT IS REQ'D TO MEET THE REQUIREMENTS OF THE 2019 CBC SECTION 11B-703 RAISED CHARACTERRAISED STAR OF LIFE SYMBOL AT FIRST FLOOR ONLYBRAILLE TEXT -CALIFORNIACONTRACTED GRADE 2. BRAILLE SHALL BE LOCATED 48" MIN.
A.F.F. MEASURED FROM THE
BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAX. MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS - PER (CBC 11B-703.4.1) " 2
4"
" 4
" 2/ 1 21/8”
MIN.
NOTE: SIGN SIZE MAY VARY PER MFR. BUT IS REQ'D TO MEET THE REQUIREMENTS OF THE 2019 CBC SECTION 11B-703LOCATE SIGN AT EACH FLOOR LANDING OF EACH ENCLOSED STAIR. SIGN TO BE MOUNTED INSIDE STAIR ENCLOSURE IN POSITION READILY VISIBLE WHEN DOOR IS IN OPEN ORCLOSED POSITION.
STAIR
NO ROOF
ACCESS
1 THRU 2
8"
" 01
RAISED CHARACTERBRAILLE TEXT - CALIFORNIA CONTRACTED GRADE 2.BRAILLE SHALL BE LOCATED 48" MIN.
A.F.F. MEASURED FROM THE
BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAX. MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS - PER (CBC 11B-703.4.1) " 2
4"
" 4
NOTE: SIGN SIZE MAY VARY PER MFR. BUT IS REQ'D TO MEET THE REQUIREMENTS OF THE 2019 CBC SECTION 1013 & 11B-703BRAILLE TEXT - CALIFORNIA CONTRACTED GRADE 2. TO BE CONFIRMED & APPROVED BY CLIENT, TYP.PER 2019 CBC SECTION 1013, LOCATE SIGN AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRS OR RAMPSBRAILLE SHALL BE LOCATED 48" MIN.
A.F.F. MEASURED FROM THE BASELINE
OF THE LOWEST LINE OF BRAILLE & 60" MAX. MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS - PER (CBC 11B-703.4.1) EXIT
STAIR
DOWN SIGN TO BE MOUNTED IN POSITION
READILY VISIBLE WHEN DOOR IS IN OPEN OR CLOSED POSITION. 4"
" 4
1280
CAST BRUSHED ALUMINUM INDIVIDUAL BACK-LIT NUMBERS, BLIND STUD, W/1" ALUM. SPACER SLEEVES
SEE G1/A-201 FOR MOUNTING LOCATION
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FONT: ARIALCOLOR: BRUSHED SILVER FINISHTYPE: CAST ALUMINUM & ACRYLIC BACK-LIT CASING MODEL: LUXELLO 5" MODERN LED HOUSE NUMBERSFULL CONTENT OF TEXT EXTERIOR BRICK WALL ASSEMBLY, EXT-3
1/2" TO 1" SPACER
THREADED STUD MOUNT, FASTEN EACH INDIVIDUAL NUMBER TO BRICK WALL
PER MFRG
LV WIRING AS REQ. FED THROUGH WALL, SED FOR POWER REQ.
SAN CARLOS FIRE STATION NO. 16
CAST ALUMINUM INDIVIDUAL LETTERS, BLIND STUD, W/1"
ALUM. SPACER SLEEVES
SEE A1/A-201 AND G1/A-201 FOR MOUNTING LOCATIONS
. PYT" 8 6$1
FULL CONTENT OF TEXT
EXTERIOR BRICK WALL ASSEMBLY, EXT-3
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THREADED STUD MOUNT, FASTEN EACH LETTER TO BRICK WALL
FONT: ARIALCOLOR: BRUSHED NICKELTYPE: CAST ALUMINUM
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SF HEALTH CODE ARTICLE 19F
(EDIT TEXT PER PROJECT CITY CODE)
BLACK, NON-GLARE, NONSMOKING GRAPHIC AND SANS SERIF TEXT ON HIGH CONTRAST WHITE BACKGROUND3/4" HEIGHT BOLD SANS SERIF FONT1/2" HEIGHT SANS SERIF FONT W/3/8" LINE SPACING3/16" HEIGHT SANS SERIF FONTNO SMOKING SIGN NOTES:1. ALUMINUM PLAQUE MOUNTED ON EXTERIOR WALL2. CHARACTERS AND BACKGROUND CONTRAST BLACK ON WHITE.3. POST 5'-0" MIN. AND 8'-0" MAX ABOVE GRADE 01
5/1-+0)
8"
" 0-' 1
NO SMOKING SIGN NOTES:1. ALUMINUM PLAQUE MOUNTED ON EXTERIOR WALL2. CHARACTERS AND BACKGROUND CONTRAST BLACK ON WHITE.3. POST 5'-0" MIN. AND 8'-0" MAX ABOVE GRADE #6.'#56(41/
':+65'064#0%'5
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SF HEALTH CODE ARTICLE 19F
(EDIT TEXT PER PROJECT CITY CODE)
BLACK, NON-GLARE, NONSMOKING GRAPHIC AND SANS SERIF TEXT ON HIGH CONTRAST WHITE BACKGROUND3/4" HEIGHT BOLD SANS SERIF FONT1/2" HEIGHT SANS SERIF FONT W/3/8" LINE SPACING3/16" HEIGHT SANS SERIF FONT
1. MOCK-UP OF EACH SIGN SHALL BE PROVIDED AND REVIEWED
BY ARCHITECT PRIOR TO FABRICATION
2. ATTACH SIGNAGE WITH ADHESIVE.3. SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.5. FOR ADDITIONAL INFORMATION ON RAISED CHARACTERS AND BRAILLE REQUIREMENTS, SEE CBC CHAPTER 11B
A. BRAILLE SHALL BE GRADE 2 WITH DIMENSIONS AS
INDICATED IN CBC 11B-703.3.1B. CHARACTERS SHALL BE SANS SERIF TYPE AND IN UPPERCASE. HEIGHT SHALL BE 5/8" MIN. AND 2" MAX UON, SEE ALSO HEIGHTS NOTED ON SIGN TYPES.C. RAISED CHARACTERS SHALL BE 0.025" MIN. AND 0.037" MAX.
ABOVE THEIR BACKGROUND.
D. PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "T". E. STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER.
6. SIGNAGE COLOR TO BE DETERMINED BY ARCHITECT.7. CONTRACTOR TO COORDINATE ROOM NUMBER AND NAME WITH FINAL APPROVED BY OWNER, SEE ALSO SIGNAGE CONTENT SCHEDULE ON A-004.
SHEET NOTES
/,*+721&$//3/$&('/,*+7)/$6+,1*+(/321:$<
ROOLF EVOBA NI M" 53 3/4" MIN.
ELEVATOR CALL BUTTON
SPEAKER
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CORRESPONDING GRADE II BRAILLE, TYP.TWO-WAY COMMUNICATION BUTTON
AND VISUAL LIGHT SIGNAL
FINISH FLOOR
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CODE DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
N.T.S. RE: E9/ A-405
A1 LULA CAR OPERATING PANEL
D5
N.T.S.
LU/LA ENTRY DOOR ACCESSIBILITY REQUIREMENTS
6" = 1'-0"
J1 (S - ESS) ELEVATOR SAFETY SIGN
A5
6" = 1'-0"
(FLR1) FLOOR LEVEL ID
6" = 1'-0"
J5 (ST-1) STAIR 01 NO ROOF ACCESS
A9
6" = 1'-0"
(FLR2) FLOOR LEVEL ID A13
6" = 1'-0"
(S-EX DN) STAIR DOWN
6" = 1'-0"
J9 (EX-12) CAST ALUMINUM ILLUMINATED LETTERS J13
6" = 1'-0"
(EX-09) CAST ALUMINUM LETTERS
D11
6" = 1'-0"
(S-NSI) NO SMOKING INSIDE BUILDING D9
6" = 1'-0"
(EX-02) - NO SMOKING SIGN
N.T.S. RE: J5/ A-405
E1
P1
LULA ELEVATOR SECOND FLOOR HALL CALL PANEL
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
FIRE FLOW TEST
RESULTS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
P2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1)
FOR REFERENCE ONLY
P2
7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CALGREEN
MEASURES
CHECKLIST
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070 P1
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CALGREEN
MEASURES
CHECKLIST
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
CALGREEN
MEASURES
CHECKLIST
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Know what's
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C1.0
NOTES SHEET
GENERAL NOTES
STREET SURFACE NOTES
ABBREVIATIONS
ABBREVIATION DESCRIPTIONSTREET LIGHTS
UNDERGROUND
SIGNING AND STRIPING
7 Packet Pg
X X X
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X X X X X X X
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C2.0
TOPOGRAPHIC AND
DEMOLITION PLAN
KEY NOTES LEGEND
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X
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C2.1
TOPOGRAPHIC AND
DEMOLITION PLAN II
WEST INTERSECTION CORNER
ENLARGEMENT-DEMOLITION
1" = 5' 1
SOUTH INTERSECTION CORNER
ENLARGEMENT-DEMOLITION
1" = 5' 2
EAST INTERSECTION CORNERENLARGEMENT-DEMOLITION
1" = 5' 3
NORTH INTERSECTION CORNER
ENLARGEMENT-DEMOLITION
1" = 5' 4
LEGEND
G
7 Packet Pg
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 02/23/2022 ISSUE FOR BUILDING PERMIT (REVISION 2) P3
PAVING &
C3.0
DIMENSIONING PLAN
KEY NOTES LEGEND
X X
GENERAL NOTES
7 Packet Pg
X X X
X X X X X X X
X X
X
X X X X X X
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X X X X
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C3.1
TRUCK TURNING
ANALYSIS
FIRE TRUCK PROFILE
NO SCALE 1
7 Packet Pg
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C4.0
GRADING PLAN
KEY NOTES GRADING LEGEND
X
LEGEND
NOTES
7 Packet Pg
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C4.1
GRADING DETAILS I
WEST INTERSECTION CORNER ENLARGEMENT
1" = 5' 1 SOUTH INTERSECTION CORNER ENLARGEMENT 1" = 5' 2
EAST INTERSECTION CORNER ENLARGEMENT
1" = 5' 3 NORTH INTERSECTION CORNER ENLARGEMENT 1" = 5' 4 LEGEND
GUTTER PAN AT STORM CATCH BASIN
NO SCALE 5
GRADING LEGEND
7 Packet Pg
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C4.2
GRADING DETAILS II
TYPE 1 CONCRETE RETAINING WALL
NO SCALE 1 DRIVEWAY SECTION 1"=5' 2
BIORETENTION DETAIL
NO SCALE 3
7 Packet Pg
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C4.3
GRADING DETAILS III
PLAN WEST CROSS SECTION #1
1" = 4' 1
PLAN NORTH CROSS SECTION #1
1" = 4' 2
CONCRETE SEAT WALL
NO SCALE 3
12"
12" MIN
VARIES 21" - 24" 12" MIN
3" MIN 3" MIN 3" MIN
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 02/23/2022 ISSUE FOR BUILDING PERMIT (REVISION 2) P3
C5.0
UTILITY PLAN
AUTOMATIC STORMWATER DIVERSION SYSTEM LAYOUT
NO SCALE 2
WATER CONNECTION DETAIL
1"= 5'
KEY NOTES
1 LEGEND
GENERAL UTILITY NOTES:
PIPE TABLE
E E
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C6.0
EROSION CONTROL
PLAN
EROSION CONTROL GENERAL NOTES EROSION CONTROL LEGEND
CONCRETE
WASHOUT
SECTION A-A
SECTION B-B
ENTRENCHMENT DETAIL
TYPICAL FIBER ROLL INSTALLATION
SECTION B-B
STAPLE DETAIL
PLAN
PLAN VIEW SECTION C-C
STABILIZED CONSTRUCTION
ENTERANCE/OUTLET TIRE WASH
SCALE: NTS 2 CONCRETE WASHOUT SCALE: NTS 4 FIBER ROLLS SCALE: NTS 3
GRAVEL BAG FILTER AT DROP INLET
SCALE: NTS 1
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C6.1
STORMWATER
MANAGEMENT PLAN
LEGEND
7 Packet Pg
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 C6.2
CONSTRUCTION BMP
PLAN SHEET
7 Packet Pg
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS I
C7.0
6" VERTICAL CONCRETE CURB
NO SCALE 1 TYPICAL CONCRETE JOINT DETAILS NO SCALE 2
SCORE LINE
WEAKENED PLANE JOINT
EXPANSION JOINT & CONTROL JOINT
DOWEL SIZE & SPACING
A. REFER TO GEOTECHNICAL
SOILS REPORT FOR MORE
INFORMATION.
B. THICKENED EDGE TO BE
LOCATED AT ALL TRANSITIONS
TO UNPAVED AREAS.
NOTES:
R 1/2" TYP. CONCRETE PAVING
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7 Packet Pg
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS II
C7.1
ACCESSIBLE PARKING DETAIL
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ACCESSIBLE PARKING SYMBOL
NO SCALE 4 TRUNCATED DOMES NO SCALE 5
PLAN
SECTION "A"
A
PERMEABLE PAVERS
NO SCALE 7
4" TRENCH DRAIN
NO SCALE 6
BIKE RACK
NO SCALE 1
POLE MOUNTED RAIN SWITCH AND CONTROLLER
NO SCALE 8
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RETAINING WALL DETAIL 1 RETAINING WALL SCHEDULE & NOTES 2 TRASH ENCLOSURE DETAIL 3
GATE POST POLE FOOTING
NTS 4 CMU WALL INTERSECTIONS 5 NTS
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS III
C7.2
PLAN ENLARGEMENT 6
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS IV
C7.3
CONTINUOUS FOOTING 1 NTS FOOTING PARALLEL TO (E) UTILITY 2 NTS EXCAVATION PARALLEL TO NEW FOUNDATION 3 NTS WALL OPENING DETAILS 4 NTS REINFORCING STEEL TENSION DEVELOPMENT & LAP SPLICE 6 NTS OPENING IN RETAINING WALL NO SCALE 5 7 Packet Pg
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS V
C7.4
SCREEN WALL RETAINING
NO SCALE 1 PLAN ENLARGEMENT 2
SS
STEPPED FOOTING
NO SCALE 3
REMOVABLE BOLLARD
NO SCALE 4
7 Packet Pg
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS VI
C7.5
THRUST BLOCK CHART A THRUST BLOCKS
NO SCALE 2
CLEANOUT
NO SCALE 6 WATER VALVE NO SCALE 4 FIRE HYDRANT INSTALLATION NO SCALE 5
BACKFLOW PREVENTER
NO SCALE 1
SAND & OIL SEPARATOR
NO SCALE 3
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS VII
C7.6
7 Packet Pg
POST INDICATOR VALVE
NO SCALE 1
SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
DETAILS VIII
C7.7
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R
1 2
1"
3 0.78
1"
3.28 2
1"
7 0.86
1"
SHRUB
DRIPLINE
TREE
BUBBLER
SHRUB
DRIPLINE
SHRUB
DRIPLINE
SHRUB
DRIPLINE
SHRUB
DRIPLINE
SHRUB
DRIPLINE
1.92 4
1"
3.30 5
1"
2.74 6
1"
I
C
R
WM
IRRIGATION LEGEND
Know what's
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L1.0
IRRIGATION PLAN
I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL
WATER EFFICIENT LANDSCAPE ORDINANCE AND
APPLY THEM FOR THE EFFICIENT USE OF WATER IN
THE LANDSCAPE AND IRRIGATION DESIGN PLANS.
ROBERT J. NORBUTAS, JR., RLA 5595
LANDSCAPE AND IRRIGATIO
O S
PROPOSED
BUILDING
IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC
FOR GRAPHICAL CLARITY.
1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED INPLANTING AREAS WHERE POSSIBLE.
2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES.
IRRIGATION NOTES
LANDSCAPE SUMMARY
TOTAL IRRIGATED LANDSCAPE AREA 1,311 SF
MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 15,655 GAL/YR
ESTIMATED TOTAL WATER USE (ETWU) 13,677 GAL/YR
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L1.1
IRRIGATION
CALCULATIONS I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL
WATER EFFICIENT LANDSCAPE ORDINANCE AND
APPLY THEM FOR THE EFFICIENT USE OF WATER IN
THE LANDSCAPE AND IRRIGATION DESIGN PLANS.
ROBERT J. NORBUTAS, JR., RLA 5595
LANDSCAPE AND IRRIGATIO
O S
IRRIGATION SCHEDULING NOTE
IRRIGATION NOTES
PIPE SIZING SCHEDULE (SCH 40 PVC)
REFERENCE DATA
HYDROZONE INFORMATION TABLE
REFERENCE SCHEDULE
HYDROZONE CALCULATION REFERENCE
Ks = Species factor
Per WUCOLS List:
.1 - Very Low.2 - Low.5 - Medium.8 - High
Kd = Density factor
Plant Spacing & layering
0.8 - Low
1.0 - Average1.3 - High
Kmc = Micro-climate factor
Relative to open field conditions
0.7 - Low
1.00 - Average1.3 - High
KL = Landscape Coefficient
Calculation factor
Irr Type = Method of Irrigation
Overhead spray, bubbler, or drip
IE = Irrigation Effieciency
Value based on irrigation method
PR = Precipitation Rate
Value based on irrigation method
BIR = Basic Infiltration Rate
Infiltration rate based on type of soil
AW = Available Water
Amount of water per inch of soil
available to plantassuming field-saturated condition
RZ = Depth of Root Zone
Depth placed on plant material
PAW = Plant Available Water
Water available to plant based on root
zone, depth, & soil type
MAD = Management Allowable Depletion
Percentage of plant available water
allowed to be depleted from usable soil
profile
AD = Allowable Depletion
Plant available water allowed to be lost
to avoid reaching
permanent wilting point
LANDSCAPE SUMMARY
TOTAL IRRIGATED LANDSCAPE AREA 1,311 SF
MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 15,655 GAL/YRESTIMATED TOTAL WATER USE (ETWU) 13,677 GAL/YR TOTAL ESTIMATED WATER USE (ETWU): 13,677 Gallons Per Year
MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
ESTIMATED TOTAL WATER USE (ETWU)
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L1.2
HYDROZONE PLAN
I SHALL COMPLY WITH THE CRITERIA OF THE MODEL
WATER EFFICIENT LANDSCAPE ORDINANCE AND
APPLY THEM FOR THE EFFICIENT USE OF WATER IN
THE LANDSCAPE AND IRRIGATION DESIGN PLANS.
ROBERT J. NORBUTAS, JR., RLA 5595
LANDSCAPE AND IRRIGATIO
O S
HYDROZONE CALCULATION REFERENCE
Ks = Species factor
Per WUCOLS List:
.1 - Very Low.2 - Low.5 - Medium.8 - High
Kd = Density factor
Plant Spacing & layering
0.8 - Low
1.0 - Average1.3 - High
Kmc = Micro-climate factor
Relative to open field conditions
0.7 - Low
1.00 - Average1.3 - High
KL = Landscape Coefficient
Calculation factor
Irr Type = Method of Irrigation
Overhead spray, bubbler, or drip
IE = Irrigation Effieciency
Value based on irrigation method
PR = Precipitation Rate
Value based on irrigation method
BIR = Basic Infiltration Rate
Infiltration rate based on type of soil
AW = Available Water
Amount of water per inch of soil
available to plantassuming field-saturated condition
RZ = Depth of Root Zone
Depth placed on plant material
PAW = Plant Available Water
Water available to plant based on root
zone, depth, & soil type
MAD = Management Allowable Depletion
Percentage of plant available water
allowed to be depleted from usable soil
profile
AD = Allowable Depletion
Plant available water allowed to be lost
to avoid reaching
permanent wilting point
HYDROZONE INFORMATION LEGEND
PLANT WATER USE
H = HIGH (0.7-1.0)
M = MEDIUM (0.4-0.6)
L = LOW/VERY LOW (0.1-0.3)
SUN EXPOSURE
H = HIGH: SUN ALL
DAY/ALMOST ALL DAY
M= MEDIUM: MIXTURE OF
SUN AND SHADE
L = LOW: SHADE ALL
DAY/ALMOST ALL DAY
IRRIGATION METHOD
B = BUBBLER
D = DRIP
M = MICRO-SPRAY
R = ROTOR
S = SPRAY
O = OTHER
GENERAL NOTES
1 (TREE)
2 3
4 5
6 7 7
6 7
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2 POD GRA
15 gal
8 XYL COM
5 gal
10 SAL SPA
1 gal
LOM P10
5 gal
11 XYL COM
5 gal
3 HES BR2
1 gal
3 POD MAK
15 gal
5 COL FUB
5 gal
8 5 LOM P10
5 gal
5 LOM P10
5 gal
POD MAK
15 gal
3 SAL SPA
1 gal
4 PHO AMA
5 gal
7 COL FUB
5 gal
9 15 CAR PRF
1 gal
13 CHO ELC
1 gal
FES ELJ
1 gal
18 SAL BAR
5 gal
2 SAL BAR
5 gal
1 FES ELJ
1 gal
9 PHO AMA
5 gal
5 FES ELJ
1 gal
5 HES BR2
1 gal
7 9 HES BR2
1 gal
7 HES BR2
1 gal
TRA PU3
1 gal
10 PLANT LEGEND
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L2.0
PLANTING PLAN
PROPOSED
BUILDING
I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL
WATER EFFICIENT LANDSCAPE ORDINANCE AND
APPLY THEM FOR THE EFFICENT USE OF WATER IN
THE LANDSCAPE AND IRRIGATION DESIGN PLANS.
ROBERT J. NORBUTAS, JR., RLA 5595
LANDSCAPE AND IRRIGATIO
O S
1. IF A DISCREPANCY BETWEEN THESE PLANS AND ACTUAL ON-SITE CONDITIONS OCCURS, THE CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY, BEFORE PROCEEDING WITH WORK, FOR A DECISION.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES.
3. ALL PLANTS BROUGHT ONTO THE SITE SHALL BE WATERED AND PROTECTED FROM EXCESSIVE WIND, SUN, FROST, PHYSICAL DAMAGE AND THEFT UNTIL THE CITY OF RIPON FULLY ACCEPTS THE PROJECT.
4. ALL ASPHALT, BASE COURSE AND OTHER DEBRIS ARE TO BE REMOVED COMPLETELY BELOW PLANTING AREAS TO NATIVE SOIL LEVEL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE AT 2% MINIMUM IN PLANTING AREAS EXCEPT WHERE SHOWN.
6. THE CONTRACTOR SHALL FURNISH AND APPLY THE APPROPRIATE PRE-EMERGENT HERBICIDE AT RATES PRESCRIBED BY LAW AND THE MANUFACTURER'S RECOMMENDATIONS. 'SURFLAN 75W' IS RECOMMENDED FOR GROUND COVER AND SHRUB AREAS. ALL PRE-EMERGENT HERBICIDES SHALL BE APPLIED BY LICENSED OPERATORS UNDER FAVORABLE WEATHER CONDITIONS.
7. ALL PLANTING AREAS SHALL BE ROTOTILLED TO A DEPTH OF 8" INCORPORATING 3" OF HUMUS INTO THE SOIL.
8. THE CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING A SOILS TEST AND PROVIDING THE APPROPRIATE AMENDMENTS BASED ON THE TEST RESULTS, PROVIDE THE CITY OF RIPON A COPY OF THE SOILS ANALYSIS.
9. FINISH GRADE OF PLANTED AREAS TO BE ONE (1) INCH BELOW PAVING. WATER SOIL THOROUGHLY BEFORE PLANTING. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY BEAR THE SAMERELATIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER,UNLESS OTHERWISE NOTED.
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE DRAINAGE OF ALL PLANTINGS, SUFFICIENT TO INSURE HEALTHY GROWTH.
11. COVER ALL PLANTING AREAS WITH A 3" DEPTH OF APPROVED HUMUS AFTER FINAL SHAPING OF SAUCERS AND DRESS OFF NEATLY.
PLANTING NOTES
12. TRIANGULAR SPACING FOR GROUND COVER PLANTING BEDS.
LANDSCAPE SUMMARY
TOTAL IRRIGATED LANDSCAPE AREA 1,311 SF
MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 15,655 GAL/YR
ESTIMATED TOTAL WATER USE (ETWU) 13,677 GAL/YR
NAN DOM
5 gal
2 SAL SPA
1 gal
8 NAN DOM
5 gal
2 SAL SPA
1 gal
3 7
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L3.0
LANDSCAPE DETAILS I
WALL-MOUNTED CONTROLLER
NO SCALE 1
GATE VALVE
NO SCALE 3
VALVE BOX
NO SCALE 7 MASTER VALVE AND FLOW SENSOR LAYOUT NO SCALE 5
MASTER VALVE AND FLOW SENSOR LAYOUT
NO SCALE 4
BACKFLOW AND ENCLOSURE
NO SCALE 2
QUICK COUPLER
NO SCALE 6
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L3.1
LANDSCAPE DETAILS II
PIPE AND WIRE TRENCHING
NO SCALE 1 PIPE SLEEVE WITH 90 ELBOW NO SCALE 2
DEEP ROOT WATERING SYSTEM
NO SCALE 4 REMOTE CONTROL VALVE-DRIP NO SCALE 5 DRIP SYSTEM OPERATION INDICATOR NO SCALE 6
AIR RELIEF VALVE
NO SCALE 7 MANUAL FLUSH VALVE NO SCALE 8
REMOTE CONTROL VALVE WITH BALL VALVE
NO SCALE 3
ON-SURFACE DRIPLINE STAKING
NO SCALE 9
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SAN CARLOS FIRE STATION NO. 16
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P109/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2 L3.2
LANDSCAPE DETAILS III
ON-SURFACE DRIPLINE - END FEED LAYOUT
NO SCALE 2
ON-SURFACE DRIPLINE - IRREGULAR SHAPED
LAYOUT
NO SCALE 3
ON-SURFACE DRIPLINE - DRIPLINE RISER
ASSEMBLY
NO SCALE 1
ON-SURFACE DRIPLINE - CURVED EDGE LAYOUT
NO SCALE 4 ON-SURFACE DRIPLINE - CENTER FEED LAYOUT NO SCALE 5
GROUNDCOVER SPACING
NO SCALE 8
TREE PLANTING & STAKING
NO SCALE 6
LINEAR ROOT BARRIER
NO SCALE 9 SHRUB PLANTING NO SCALE 7
X Y XX
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Drawing TitleDrawing No.
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
FIRE STATION
WARNING SYSTEM
AND RRFB PLAN
TS-1
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
DAYS BEFORE YOU DIG
CALL TWO WORKING
KH Project Number: 097565004
03/09/2020 SCHEMATIC DESIGN
05/15/2020 90% DESIGN DEVELOPMENT DRAWING SET06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
05/03/2021 ISSUE FOR BUILDING PERMIT P1
P2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1)
7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
DESIGN CRITERIA
FLOOR LI9E LOAD
ROOF LI9E LOAD
FUTURE SOLAR
RISK CATEGORY
WIND DATA
EARTH4UAKE DATA
SCOPE
2019 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC)40 PSF 20 PSF (REDUCIBLE)3 PSFI9ULTIMATE WIND SPEED (3 SEC GUST) IN MPH 102
WIND EXPOSURE
CINTERNAL WIND PRESSURE COEFFICIENT (GCPI) = q0.18COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7" DESIGN STANDARDSEISMIC IMPORTANCE FACTOR, I¯
1.5 MAPPED SPECTRAL RESPONSE ACCELERATIONS
SÅ = 1.977
S¹ = 0.815
SITE CLASS
DSPECTRAL RESPONSE COEFFICIENTS
SÇÅ = 1.318
Sǹ = 0.924
SEISMIC DESIGN CATEGORY
F
SEISMIC FORCE RESISTING SYSTEM(S)
WOOD FRAMED SHEAR WALLSRESPONSE MODIFICATION FACTOR(S)
R = 6.5DESIGN BASE SHEAR
40.6k (ASD)SEISMIC RESPONSE COEFFICIENT(S), CÅ = 0.214 (ASD)
ANALYSIS PROCEDURE USED
E4UI9ALENT LATERAL FORCE
MAXIMUM ANTICIPATED STORY DRIFT = 0.015 X HEIGHT
PRO9IDE DEFORMATION COMPATIBILITY PER ASCE 7 SECTION 12.12.5 FOR NON-STRUCTURAL ITEMS, INCLUDING CLADDING, STAIRS, GLA=ING, ETC.
NEW 2-STORY WOOD-FRAMED FIRE STATION SUPPORTED ON SHALLOW SPREAD FOOTINGS. DESIGN OF SITE WALLS AND STRUCTURES BY OTHERS
1. REFER TO SHEETS 6, 6, 6, 6, 6, 6, AND 6 FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PRO-ECT SPECIFICATIONS FOR MATERIALS AND METHODS.
2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK.
3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND 9ERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK.
4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK SLABS AND DIMENSIONS.6. COORDINATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND SITE UTILITY SYSTEMS WITH THE STRUCTURAL SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. USE DETAILS AND . AT CONDITIONS WHERE THESE DETAILS DO NOT APPEAR TO APPLY, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. AT CONDITIONS WHERE FIELD MODIFICATIONS OF MECHANICAL, ELECTRICAL, PLUMBING, OR SITE UTILITIES AFFECT STRUCTURAL SYSTEMS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION.
7. 9ERIFY WEIGHTS AND LOCATIONS OF MECHANICAL UNITS WITH MECHANICAL ENGINEER PRIOR TO PLACEMENT. UNITS 9ARYING O9ER 10 IN WEIGHT SHALL BE RE9IEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION (MECHANICAL WEIGHTS SHOWN ARE MAXIMUM). CONTRACTOR TO 9ERIFY MECHANICAL UNIT SI=ES AND WEIGHTS AS INSTALLED PRIOR TO INSTALLATION OF SPECIAL FRAMING TO ENSURE CORRECT PLACEMENT UNDER CURBS, ETC.
8. SHORING AND BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PRO9IDED BY THE GENERAL CONTRACTOR, AND SHALL BE ADE4UATE FOR ALL LOADS. LEA9E IN PLACE AS LONG AS MAY BE RE4UIRED FOR SAFETY AND UNTIL FINAL STRUCTURAL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL ENGAGE A LICENSED CI9IL OR STRUCTURAL ENGINEER TO PRO9IDE SHORING.
9. SPECIAL INSPECTIONS ARE RE4UIRED PER AND THE TESTING AND INSPECTION FORM.
10. STRUCTURAL OBSER9ATION PER CBC SECTION 1704.6 IS RE4UIRED. NOTIFY =FA FOR GENERAL RE9IEW OF
w MINIMUM FOOTING SI=E AND REINFORCING STEEL.
w WOOD SHEAR WALLS, SHEAR PANELS AND FLOOR/ROOF DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORAGE AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. w STRUCTURAL WOOD FRAMING.
NOTIFY =FA FOR RE9IEW PRIOR TO CO9ERING ABO9E LISTED WORK. PRO9IDE 2 WORKING DAYS MINIMUM SCHEDULING NOTICE PRIOR TO RE9IEW DATE.
11. SUBMIT ENGINEERING FOR DEFERRED APPRO9AL ITEMS TO ARCHITECT/ENGINEER FOR RE9IEW AND SUBMITTAL TO THE BUILDING DEPARTMENT FOR APPRO9AL PRIOR TO FABRICATION. DEFERRED APPRO9AL ITEMS SHALL BE DESIGNED AND DETAILED BY MANUFACTURER TO ACCOMMODATE HORI=ONTAL AND 9ERTICAL MO9EMENTS AS NOTED IN STRUCTURAL DRAWINGS. GENERAL CONTRACTOR SHALL RE9IEW AND APPRO9E DIMENSIONS AND DETAILS SHOWN ON THE SHOP DRAWINGS PRIOR TO SUBMITTAL. MANUFACTURER TO PRO9IDE DRAWINGS AND CALCULATIONS DESIGNED IN
ACCORDANCE WITH THE CBC AND SPECIFICATIONS, PREPARED AND SIGNED BY A CALIFORNIA LICENSED CI9IL OR STRUCTURAL ENGINEER FOR THE FOLLOWING ITEMS,
UNLESS NOTED OTHERWISE
A. ELE9ATOR - STRUCTURAL DESIGN AND DRAWINGS OF ELE9ATOR GUIDES, RAILS, SUPPORTS, ETC, SHALL BE PRO9IDED BY THE ELE9ATOR MANUFACTURER/SUPPLIER.
CONFORM TO CAL OSHA RE4UIREMENTS.
B. CONCRETE/METAL PAN STAIR TREADS AND LANDINGS. HAND RAILS. INCLUDE ATTACHMENTS TO STRUCTURE.
C. APPARATUS BAY DOORS AND SUPPORT LOCATED ALONG GRIDLINE C, SHALL
CONFORM TO MAXIMUM STORY DRIFT PER
6 6 6 6 6 6
'6
$6
6 6
1. ALLOWABLE (ASD) FOUNDATION DESIGN PRESSURES ARE
SHALLOW FOOTINGS
DEAD LOAD + LI9E LOAD = 3,000 PSFDEAD LOAD + LI9E LOAD + LATERAL = 4,000 PSF
2. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE RE4UIREMENTS OF THE GEOTECHNICAL REPORT NOTED BELOW, AND CHAPTER 18 OF THE CBC. ALL FOUNDATIONS SHALL BEAR ON ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. ENGINEERED FILL TO BE COMPACTED PER GEOTECHNICAL REPORT. INCREASE FILL AND OR FOOTING DEPTH AS RE4UIRED BY GEOTECHNICAL ENGINEER. ALL FOOTING EXCA9ATIONS SHALL BE AS NEAT AS PRACTICABLE. MAXIMUM O9ER EXCA9ATION IN WIDTH SHALL BE LESS THAN 12 INCHES OR 25 OF FOOTING WIDTH, WHICH E9ER IS LESS. 6 INCHES MAXIMUM PER SIDE. LARGER O9ER-EXCA9ATIONS IN WIDTH SHALL BE FILLED WITH ADDITIONAL REINFORCED CONCRETE AS DIRECTED BY THE ENGINEER, OR FORMWORK SHALL BE PRO9IDED. O9ER-EXCA9ATIONS IN DEPTH MAY BE FILLED WITH LEAN CONCRETE OR COMPACTED APPRO9ED BACKFILL. ALL LOOSE SOILS SHALL BE REMO9ED FROM EXCA9ATIONS PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE. GEOTECHNICAL REPORT BY
ENGEO INCORPORATED
REPORT NO. 13387.000.011DATED
MAY 29, 2020, RE9ISED -UNE 25, 2020
3. WHERE BOTTOM OF AD-ACENT FOOTINGS ARE DIFFERENT PRO9IDE STEPPED FOOTING PER .
4. USE 5/8" DIAMETER x 12" (18" AT CURBS) ANCHOR BOLTS (AB) AT 48"oc WHERE NOT OTHERWISE NOTED. MINIMUM EMBEDMENT INTO CONCRETE IS 7" (EXCLUDING CURB) UNLESS DETAILED OTHERWISE. ANCHOR BOLTS ARE TO BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL RE4UIREMENTS. MINIMUM TWO ANCHOR BOLTS PER SILL PIECE.
5. TYPICAL SLAB
5" CONCRETE REINFORCED WITH 4 # 16"oc EACH WAY AT MIDDEPTH O9ER 9APOR RETARDER (PER SPECIFICATIONS) AND 10" MINIMUM FREE DRAINING COMPACTED CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPRO9ED BY THE GEOTECHNICAL ENGINEER. DO NOT DRI9E CONCRETE TRUCKS OR LARGE SCREED MACHINES ON 9APOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPRO9AL FROM THE STRUCTURAL ENGINEER.
6. APPARATUS BAY SLAB
9" CONCRETE REINFORCED WITH 4 # 12"oc EACH WAY AT
3 " CLR FROM TOP OF SLAB O9ER 9APOR RETARDER (PER SPECIFICATIONS) AND 6" MINIMUM FREE DRAINING COMPACTED CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPRO9ED BY THE GEOTECHNICAL ENGINEER. DO NOT DRI9E CONCRETE TRUCKS OR LARGE SCREED MACHINES ON 9APOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPRO9AL FROM THE STRUCTURAL ENGINEER.
7. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR DEPRESSED SLABS FOR ARCHITECTURAL FLOORING OR INSERTS, SLOPED SLABS TO DRAIN AND PIPES OR CONDUITS AT SLAB. SEE AT DEPRESSED SLAB & FOR PIPES AND CONDUITS.
8. PRO9IDE CONTROL -OINTS PER (OR CONSTRUCTION/DOWEL -OINTS AT CONTRACTOR'S OPTION) AS SHOWN ON PLAN AND AS RE4UIRED TO MEET A MAXIMUM SPACING IN FEET OF 3 TIMES THE SLAB DEPTH IN INCHES (FOR EXAMPLE 3x4" = 12'-0"oc MAX) AND 15'-0"oc MAX. INSTALL -OINTS TO DI9IDE SLAB INTO RECTANGULAR AREAS WITH LONG DIMENSION LESS THAN 1.5 x SHORT DIMENSION. INSTALL -OINTS AT FACE OF STUDS OF WALL WHERE POSSIBLE. SUBMIT -OINT LAYOUT PLAN FOR RE9IEW PRIOR TO PLACEMENT.
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1. 6+23)$%5,&$7,2N2)6758&785$//2$'%($5,N*0(0%(56$N'$66(0%/,(6 PER CBC SECTION 1704.2.5 OR ALTERNATI9ELY, APPRO9ED FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE PER CBC SECTION 1704.2.5.1 INCLUDING GLULAM BEAM INSPECTION CERTIFICATES.
2. 6758&785$/67((/&2N6758&7,2N PER CBC SECTIONS 1705.2, 1705.12.1, 1705.13.1, AND TABLE 1705.2.3 INCLUDING MATERIAL IDENTIFICATION, SHOP AND FIELD WELDING, AND INSTALLATION OF HIGH-STRENGTH BOLTS.
3. &2N&5(7(&2N6758&7,2N PER CBC SECTIONS 1705.3, AND TABLE 1705.3 INCLUDING FORMWORK, REINFORCING STEEL, CAST-IN-PLACE BOLTS, MIX DESIGNS, CONCRETE SAMPLES, AND PLACEMENT FOR ALL CONCRETE. REINFORCING DOWELS FROM FOOTINGS TO RETAINING WALLS SHALL BE INSPECTED PRIOR TO PLACEMENT OF FOOTING CONCRETE AND WALL GROUT OR CONCRETE. CONTINUOUS OR ISOLATED SPREAD FOOTINGS WITH DESIGN STRENGTH NO GREATER THAN 2500 PSI, NON-STRUCTURAL SLABS ON GRADE, AND EXTERIOR FLATWORK DO NOT RE4UIRE SPECIAL INSPECTION PER CBC SECTION 1705.3.
4. :22'&2N6758&7,2N PER CBC SECTIONS 1705.5, 1705.11.1, AND 1705.12.2
INCLUDING NAILING, BOLTING, AND ANCHORING OF ALL DRAG STRUTS
TOP PLATE SPLICES, LEDGER SPLICES, SIMPSON HARDWARE, BRACES, AND HOLDOWNS AND
NAILING, BOLTING, AND ANCHORING OF ALL SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" APART OR LESS.
5. 62,/6 PER CBC SECTION 1705.6, TABLE 1705.6, AND THE APPRO9ED SOILS REPORT INCLUDING SUBGRADE PREPARATION, FOUNDATION BEARING MATERIALS AND DEPTH OF EXCA9ATIONS, AND 9ERIFICATION, PLACEMENT AND TESTING OF CONTROLLED FILL.
6. 63(&,$/&$6(6 PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL STRUCTURAL MATERIALS AND SYSTEMS RE4UIRED TO BE INSTALLED IN
ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT PRESCRIBE RE4UIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED STANDARDS INCLUDING POST-INSTALLED ANCHOR BOLTS IN CONCRETE.
SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPRO9ED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS RE4UIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARI=ED AS FOLLOWS
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THE ADMINISTRATI9E RE4UIREMENTS SHALL BE MET IN ACCORDANCE WITH THE CALIFORNIA ADMINISTRATI9E CODE (CAC) CHAPTER 4 ARTICLES 1, AND 3 FOR NONSTATE OWNED OR STATE LEASED ESSENTIAL SER9ICES BUILDINGS.
1. APPRO9ED PLANS AND SPECIFICATIONS PER CAC SECTION 4-207 - APPRO9ED PLANS AND SPECIFICATIONS SHALL MEAN, PLANS, SPECIFICATIONS, ADDENDA AND CHANGE ORDERS WHICH HA9E BEEN DULY APPRO9ED BY THE APPROPRIATE ENFORCEMENT AGENCY PURSUANT TO SECTIONS 16013 AND 16016 OF THE HEALTH AND SAFETY CODE AND WHICH ARE IDENTIFIED BY A STAMP BEARING THE NAME OF THE ENFORCEMENT AGENCY, THE IDENTIFICATION NUMBER, THE DATE AND SIGNATURE OF THE 4UALIFIED RE9IEWER AS RE4UIRED IN SECTION 16011 OF THE ESSENTIAL SER9ICES BUILDING SEISMIC SAFETY ACT OF 1986 (ACT).
2. OBSER9ATIONS OF WORK PER CAC SECTION 4-211 (a) - THE OBSER9ATION OF WORK OF CONSTRUCTION, RECONSTRUCTION, ALTERATION OR ADDITION SHALL BE UNDER THE GENERAL RESPONSIBLE CHARGE OF THE ARCHITECT, STRUCTURAL ENGINEER, CI9IL ENGINEER OR, UNDER CERTAIN CONDITIONS, A REGISTERED MECHANICAL OR ELECTRICAL ENGINEER FOR WORK IN9OL9ING ONLY THOSE RESPECTI9E BRANCHES OF ENGINEERING. A GEOTECHNICAL ENGINEER SHALL PRO9IDE THE OBSER9ATIONS FOR PLACEMENT OF FILLS AND SHALL SUBMIT A 9ERIFIED REPORT ATTESTING TO THE COMPLIANCE OF THE ENGINEERED FILL.
3. PRO-ECT INSPECTOR PER CAC SECTION 4-211 (b) - THE OWNER MUST PRO9IDE FOR AND RE4UIRE COMPETENT, ADE4UATE AND CONTINUOUS INSPECTION OF ALL CONSTRUCTION WORK BY A PRO-ECT INSPECTOR APPRO9ED FOR EACH INDI9IDUAL PRO-ECT BY THE ENFORCEMENT AGENCY.
4. SPECIAL INSPECTION PER CAC SECTION 4-211 (c) - SPECIAL INSPECTION BY INSPECTORS SPECIALLY APPRO9ED BY THE ENFORCEMENT AGENCY MAY BE RE4UIRED PER THE STATEMENT OF SPECIAL INSPECTION FORM AND AS SUMMARI=ED PER '6.
5. SUPER9ISION OF CONSTRUCTION BY THE ENFORCEMENT AGENCY PER CAC SECTION 4-212 - DURING THE CONSTRUCTION, RECONSTRUCTION, REPAIR, ALTERATION OF OR ADDITION TO ANY ESSENTIAL SER9ICES BUILDING, THE ENFORCEMENT AGENCY AS PRO9IDED IN THE ACT SHALL MAKE SUCH SITE 9ISITS AND OBSER9ATIONS AS IN ITS -UDGMENT IS NECESSARY OR PROPER FOR ENFORCEMENT OF THE ACT AND THE PROTECTION OF THE SAFETY OF THE OCCUPANT OF THE BUILDING AND THE PUBLIC.
6. TESTING PER CAC SECTION 4-213 (a) - GENERAL. TESTS OF MATERIALS ARE RE4UIRED AS SET FORTH IN THE APPRO9ED PLANS AND SPECIFICATIONS AND IN PART 2, TITLE 24, CCR AND '6. A LIST OF ALL RE4UIRED TESTS OF MATERIALS AND OF ALL RE4UIRED SPECIAL INSPECTIONS SHALL BE PREPARED AND SUBMITTED BY THE ARCHITECT, STRUCTURAL ENGINEER, OR CI9IL ENGINEER IN
GENERAL RESPONSIBLE CHARGE OF THE PRO-ECT AT THE TIME THE PLANS AND
SPECIFICATIONS ARE STAMPED FOR IDENTIFICATION BY THE ENFORCEMENT AGENCY.
7. 9ERIFIED REPORTS PER CAC SECTION 4-214 - ALL PARTIES DEFINED IN SECTION 4-214 SHALL SUBMIT 9ERIFIED REPORTS TO THE ENFORCEMENT AGENCY. THESE REPORTS SHALL STATE THAT THE WORK DURING THE PERIOD CO9ERED BY THE REPORT HAS BEEN PERFORMED AND MATERIALS HA9E BEEN USED AND INSTALLED IN E9ERY MATERIAL RESPECT IN COMPLIANCE WITH THE DULY APPRO9ED PLANS AND SPECIFICATIONS.
8. CHANGES IN THE APPRO9ED PLANS AND SPECIFICATIONS PER CAC SECTION 4-215 - ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE APPRO9ED PLANS AND SPECIFICATIONS EXCEPT WHERE DOCUMENTS AUTHORI=ING CHANGES HA9E BEEN SUBMITTED BY THE RESPONSIBLE ARCHITECT OR REGISTERED ENGINEER TO THE ENFORCEMENT AGENCY FOR RE9IEW AND APPRO9AL. THESE DOCUMENTS SHALL DESCRIBE THE AUTHORI=ED CHANGES, SHOW THE INCREASE OR DECREASE IN THE CONTRACT COST IN9OL9ED AND SHALL CONTAIN THE SIGNATURES OF THE RESPONSIBLE ARCHITECT OR REGISTERED ENGINEER AND THE OWNER AND SHALL BEAR THE APPRO9AL STAMP OF THE ENFORCEMENT AGENCY.
9. FINAL CERTIFICATION OF COMPLIANCE PER CAC SECTION 4-216 - THE CERTIFICATION OF COMPLIANCE FOR THE ESSENTIAL SER9ICES BUILDING SHALL BE ISSUED BY THE ENFORCEMENT AGENCY WHEN THE PRO-ECT HAS BEEN COMPLETED IN ACCORDANCE WITH THE RE4UIREMENTS AS TO SAFETY OF DESIGN AND CONSTRUCTION WITH SECTION 16000-16023 OF THE HEALTH AND SAFETY CODE (ESSENTIAL SER9ICES BUILDING SEISMIC SAFETY ACT) AND WITH THE RE4UIREMENTS OF THE CAC. THE CERTIFICATION OF COMPLIANCE WILL BE E9IDENCED BY A LETTER OR A CERTIFICATE OF OCCUPANCY EACH OF WHICH SHALL CONTAIN A STATEMENT THAT THE BUILDING DESIGN AND RE9IEW OF THE WORK OF CONSTRUCTION HA9E BEEN COMPLETED IN ACCORDANCE WITH THE RE4UIREMENTS OF SECTIONS 16000 THROUGH 16023 OF THE HEALTH AND SAFETY CODE AND OF PART 1, TITLE 24, CCR. THE CERTIFICATE OF COMPLIANCE WILL BE DIRECTED TO THE OWNER OF THE ESSENTIAL SER9ICES BUILDING. LOCAL ENFORCEMENT AGENCIES SHALL FORWARD ONE COPY OF THE CERTIFICATION OF COMPLIANCE TO THE DSA HEAD4UARTERS OFFICE IN SACRAMENTO.
10. DUTIES PER CAC 4-217 THROUGH 4-220 - EACH PARTY, AS DEFINED IN THESE SECTIONS, SHALL COMPLY WITH THE DUTIES STATED IN EACH SECTION.
1. COORDINATE TOP OF FOOTING ELE9ATIONS AS DETERMINED BY THE CONTRACTOR PER (6.
2. TOP OF STEEL ELE9ATIONS ARE TO BE DETERMINED BY THE CONTRACTOR BASED ON ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS.
3. WHERE INDICATED ON PLAN "C" INDICATES MIDSPAN CAMBER IN INCHES.
A DESIGN CRITERIAB GENERAL NOTES
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9/15/2021 5:51:21 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 GENERAL NOTES 6 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 6+((7,N'(; S-001 GENERAL NOTES S-002 GENERAL NOTES S-003 TYPICAL CONCRETE DETAILS S-004 TYPICAL CONCRETE DETAILS S-005 TYPICAL WOOD DETAILS S-006 TYPICAL WOOD DETAILS S-007 TYPICAL I--OIST DETAILS S-110 FOUNDATION PLAN S-120 SECOND FLOOR FRAMING PLAN S-130 ROOF FRAMING PLAN S-400 ELE9ATIONS & SCHEDULES S-500 FOUNDATION DETAILS S-501 WOOD FLOOR DETAILS S-502 STEEL FRAMING DETAILS S-503 WOOD ROOF DETAILS S-504 STEEL STAIR DETAILS S-505 ELE9ATOR ELE9ATION AND DETAILS S-506 CANOPY PLAN & DETAILS C
ADMINISTRATI9E RE4UIREMENTS
FOR ESSENTIAL SER9ICES FACILITIES
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REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
1. HEADERS, BEAMS, POSTS, TOP PLATE SPLICES, AND ETC., ARE PER AND WHERE NOT NOTED ON PLAN AND DETAILS.
2. ALL BEAMS AND -OISTS (EXCLUDING I -OISTS) SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, INCLUDING BEAM SEATS AND COLUMN CAPS.
3. THE GENERAL CONTRACTOR SHALL MEASURE GLULAM BEAM SI=ES AND CAMBERS AS DELI9ERED TO THE -OB SITE AND SHALL REPORT FINDINGS TO THE ENGINEER PRIOR TO ERECTION. PRO9IDE 5,000 FT. RADIUS CAMBER ON ALL SIMPLE SPAN GLULAM BEAMS UNO. WHERE INDICATED ON PLAN, C = " INDICATES MIDSPAN CAMBER IN INCHES.
4. 3" AND 5" WIDTHS MAY BE SUBSTITUTED FOR 3" & 5" WIDTHS, RESPECTI9ELY, AT INDUSTRIAL APPEARANCE GRADE GLULAM MEMBERS UNO.
5. SEE FOR SHEATHING NAILING RE4UIREMENTS. ALL NAILING NOT NOTED OR DETAILED OTHERWISE SHALL BE PER . NAIL LENGTH TO BE SUFFICIENT TO MEET CBC PENETRATION RE4UIREMENTS. NAILS INTO PRESSURE TREATED MATERIAL SHALL BE HOT DIP GAL9ANI=ED. SEE SPECIFICATIONS FOR ADDITIONAL RE4UIREMENTS AT EXTERIOR EXPOSURES.
6. EXTERIOR STUD WALL SHALL BE 2x10 # 16"oc AT THE FIRST FLOOR AND 2x6 # 16"oc AT THE SECOND FLOOR UNLESS NOTED OTHERWISE. INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE 2x6 # 16"oc UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR OTHER INTERIOR WALL FRAMING SI=ES.
COORDINATE STUD AND PLATE SI=ES WITH THE RE4UIREMENTS OF THE SHEAR WALL SCHEDULE.
7. WOOD POST SI=ES ARE TO MATCH BEAM AND STUD WIDTH, UNO. WHERE POST OCCURS ABO9E RAISED FLOOR, PRO9IDE SOLID BLOCKING AT FLOOR FRAMING TO MATCH WIDTH OF POST. PEN PER TO POSTS AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. POSTS AT HOLDOWNS TO BE FULL HEIGHT AND PER .
8. FOR ROOF DRAINAGE, TOP OF FRAMING BETWEEN NOTED POINTS IS A STRAIGHT LINE.
9. ALL MECHANICAL SUPPLY AND RETURN OPENINGS TO BE BETWEEN FRAMING UNO.10. HSS COLUMNS IN STUD WALLS ARE TO BE TRIMMED PER . REFER TO PLANS AND DETAILS FOR OTHER RE4UIREMENTS.
11. -OISTS AND RAFTERS ARE PER PLAN. UNLESS NOTED OTHERWISE, PRO9IDE "LU" HANGER AT FLUSH FRAMING AND "HU" HANGER WHERE HANGER IS SHOWN SKEWED PER PLAN AND/OR HANGER SEAT IS INDICATED TO BE SLOPED. HANGER SI=E TO BE CORRECT FULL SI=E FOR -OIST SI=E (I.E. LU210 FOR 2x10). FILL ALL NAIL HOLES.
12. PRO9IDE ADDITIONAL -OIST BELOW ALL OR AD-ACENT TO NON-STRUCTURAL WALLS PARALLEL TO FRAMING PER, UNO.
13. ROUND HOLES IN STEEL PLATES TO BE
" O9ERSI=E. SLOTTED HOLES IN STEEL
PLATES SHALL BE
" WIDER THAN THE BOLT DIAMETER AND HA9E A LENGTH OF 2 TIMES THE BOLT DIAMETER. THE DIRECTION OF THE SLOTTED LENGTH IS INDICATED ON THE DETAILS (9SH OR HSH). INSTALL BOLT AT THE CENTER LINE OF THE HOLE. BOLT HOLES IN WOOD SHALL BE ROUND AND " O9ERSI=E. CUT OFF BOLT THREADED END FLUSH WITH NUT WHEN RE4UIRED BY FINISHES AND 1" MAXIMUM FROM NUT OTHERWISE. PRO9IDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT BEARS ON WOOD. USE PLATE OR MALLEABLE IRON WASHERS AT EXPOSED CONDITIONS OR AS INDICATED.
14. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HA9E AN E4UAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE -OINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR STRAPPED MEMBER SHALL BE E4UIDISTANT FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL TO BE INSTALLED ON THE 1" EDGE OF THE MEMBER.
15. THE CONTRACTOR SHALL 9ERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER AND SHEATHING MEET THE RE4UIREMENTS OF THE SPECIFICATIONS AT THE TIME OF INSTALLATION AND AT CLOSE-IN. THE CONTRACTOR SHALL PRO9IDE ALLOWANCE FOR DIFFERENTIAL SHRINKAGE BETWEEN FLOORS, ETC.
16. 9ENTING IS RE4UIRED IN ENCLOSED FRAMING AREAS, SAD. DRILL BLOCKING AND LEDGERS AND PRO9IDE SKIP BLOCKING AS DETAILED.
17. SAD FOR CEILING INFO. WHERE RE4UIRED PRO9IDE CEILING -OISTS PER , UNO.
18. ALL SHEATHING SHALL HA9E 1/8" GAP AT ALL EDGES AND -OINTS. TYPICAL
SHEATHING
A. SLOPING ROOF SHEATHING (SLOPE GREATER THAN 2
12)
" APA RATED
SHEATHING (32/16) EXP 1 WITH 10d # 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. BLOCK EDGES WITH 2x4 LAID FLAT. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS.
B. SLOPING ROOF SHEATHING AT DAYROOM AND EA9ES (SLOPE GREATER THAN 2 12)
" APA RATED SHEATHING (32/16) EXP 1 WITH 10dx1 # 6"oc EDGES (PEN) AND 12"oc FIELD O9ER 2x6 FLAT T&G DECKING W/ (2) 16d EACH RAFTER OR PURLIN. LAY PERPENDICULAR TO FRAMING MEMBERS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS.
C. FLOOR SHEATHING
" T&G APA RATED SHEATHING (48/24) EXP 1 WITH 10d #
6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO & GLUE TO FRAMING MEMBERS IMMEDIATELY PRIOR TO FULL NAILING (DO NOT SPOT NAIL). BLOCK EDGES WITH 2x4 LAID FLAT. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. 6 6
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1. PEN = PLYWOOD/OSB SHEATHING EDGE NAILING. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL UNO. BLOCK EDGES WITH 3x MATERIAL WHERE NAILING IS 4"oc OR LESS. SEE FOR NAIL STAGGER AT ALL 3x.
2. FIELD NAILING TO BE 12"oc UNO.3. ALL SHEATHING NAILS TO BE COMMON WIRE. SEE AND SPECIFICATIONS FOR OTHER NAIL RE4UIREMENTS.
4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS TO HA9E
SHEATHING AND PEN NAILING PER SHEAR WALL TYPE
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.
5. SHEAR WALL LENGTHS, WHERE NOTED, ARE MINIMUM. DO NOT LOCATE HOLDOWNS FROM THESE DIMENSIONS. SAD FOR ACTUAL WALL LENGTHS.
6. HOLDOWN REFERS TO SIMPSON STRONG TIE CO. HOLDOWNS. INSTALL HOLDOWNS AND RE4UIRED POSTS PER AND . SEE PLANS FOR OTHER
RE4UIREMENTS.
7. EDGE NAIL WALL SHEATHING TO STUDS OR POSTS WITH HOLDOWNS.8. PORTIONS OF INTERIOR WALL SURFACES AD-ACENT TO SPECIFIED SHEAR WALLS SHALL BE SHEATHED FOR THE FULL, UNINTERRUPTED LENGTH TO MATCH EXTERIOR WALLS OR WITH GYPSUM BOARD OF THE SAME THICKNESS TO PRO9IDE AN E9EN WALL SURFACE FOR FINISH MATERIALS.
9. SHEAR WALLS MORE THAN ONE 9ERTICAL PANEL IN HEIGHT SHALL HA9E STAGGERED HORI=ONTAL OR 9ERTICAL SPLICE -OINTS.
10. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"oc ON EITHER SIDE, PANEL -OINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.
11. ANCHOR BOLTS (AB) FOR SHEAR WALLS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES S4UARE IN SI=E, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO " LARGER THAN THE AB DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1", PRO9IDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. PLATE WASHER TO EXTEND WITHIN " OF SHEAR WALL SHEATHING UNO. PRO9IDE O9ERSI=ED PLATE WASHER OR OFFSET AB AS RE4UIRED. AT DOUBLE-SIDED SHEAR WALLS, STAGGER AB AS RE4UIRED. AB TO BE PLACED A MINIMUM OF 4" AND A MAXIMUM OF 12" FROM ENDS OF ALL SILL PLATES AND AT NOTCHES IN SILL PLATES.
12. NO OPENINGS ARE ALLOWED IN SHEAR WALLS UNLESS SHOWN ON THE STRUCTURAL PLANS. OPENINGS NOTED ARE PER . COORDINATE ANY OPENINGS NOT SHOWN WITH THE STRUCTURAL ENGINEER. $6
6
6 6
6
NOT RE4D PER 2015 SDPWS BUT GOOD PRACTICE TO STGR -OINTS SIM TO A HORI= DIAPH
1. I- = BUILT-UP "I" SHAPED WOOD -OIST WITH PLYWOOD OR OSB WEB. SEE PRO-ECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. -OISTS ARE PER PLAN. PRO9IDE "ITS" HANGERS AT FLOOR FRAMING UNLESS NOTED OTHERWISE. HANGER SI=E TO BE CORRECT FULL SI=E FOR -OIST SI=E WITH 'MAX' NAILING UNLESS NOTED OTHERWISE.
3. ALTERNATE FRAMING CAN BE SUBMITTED FOR SUBSTITUTION RE9IEW AS AN EXTRA SER9ICES ITEM. CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF IN9ESTIGATING AND RE9IEWING THE ADE4UACY AND/OR ACCEPTABILITY OF SUCH SUBSTITUTION, INCLUDING ANY RE4UIRED RE9ISIONS TO DRAWINGS AND SPECIFICATIONS.
4. I- SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. WEB STIFFENERS
AND WEB FILLERS SHALL BE INSTALLED PER I- AND -OIST HANGER MANUFACTURER'S RE4UIREMENTS AND .
5. NO MODIFICATIONS ARE PERMITTED TO I--OIST TOP AND BOTTOM CHORDS, DO NOT CUT. OPENINGS THROUGH I--OIST WEBS ARE PERMITTED AS INDICATED PER .
6. BLOCKING AT I--OIST SHALL BE INSTALLED PER .
6
6
6
60-08-04
60-08-01
60-08-03
SAWN LUMBER MEMBER
6x POSTS DOUGLAS FIR - 1
2x -OISTS, RAFTERS DOUGLAS FIR - 2
2x STUDS DOUGLAS FIR - 2
d MATERIAL DOUGLAS FIR - 2
6x BEAMS DOUGLAS FIR - 1
4x POSTS & BEAMS DOUGLAS FIR - 1
SPECIES AND
MINIMUM GRADE, UNO F (PSI) F½ (PSI) E (PSI)
1200
13501000
900
900
900
170170180180
180180
1.6x10¨1.6x10¨1.7x10¨1.7x10¨1.7x10¨1.7x10¨
ALTERNATE TO BE USED W/ BOOK
SPECIFICATIONS. REMO9E IF USING
SHEET SPECIFICATIONS
(INFORMATION SHOWN IS FOR STRUCTURAL DESIGN REFERENCE ONLY. SEE THE PRO-ECT SPECIFICATIONS FOR ALL MATERIAL SPECIFICATIONS.) CONCRETE 28-DAY MINIMUM DESIGN STRENGTH
F'® = 3,000 PSI FOUNDATIONS F'® = 3,000 PSI INTERIOR SLAB ON GRADE
REINFORCING STEEL
ASTM A615 GRADE 60 OR A706 GRADE 60 (F· = 60,000 PSI)
STRUCTURAL STEEL (UNO)
W SHAPES - ASTM A992 (Fy = 50,000 PSI)
ANGLES, CHANNELS, AND PLATES - ASTM A36 (Fy = 36,000 PSI) RECTANGULAR HSS - ASTM A500 GRADE C (Fy = 50,000 PSI)
FASTENERS
MACHINE BOLTS SHALL BE ASTM A307 GRADE A
ANCHOR RODS SHALL BE ASTM F1554 GR 36 UNOARC-WELDING ELECTRODES SHALL BE E70
WOOD BASE DESIGN STRESSES (UNO)
GLUE-LAMINATED WOOD DESIGN STRESSES
F = 2,400 PSI, F½ = 265 PSI FOR SIMPLE SPAN BEAMS.
MANUFACTURED WOOD PRODUCTS
L9L (-OISTS) F = 2,600 PSI E = 2.0x10¨ PSI
LSL (BLOCKING, LEDGERS) F = 1,700 PSI E = 1.3x10¨ PSI
PSL (BEAMS, -OISTS) F = 2,900 PSI E = 2.0x10¨ PSI
PSL (POSTS) F® = 2,500 PSI E = 1.8x10¨ PSI
(PARALLEL)
FOR METAL CONNECTOR DESIGNATION REFER TO SIMPSON STRONG-TIE PER SPECIFICATIONS. 2019 CBC 1705.3
PERMITS
EXEMPTION FROM SPECIAL INSPECTION OF CONCRETE WHERE FOOTING DESIGNED FOR 2500PSI. ALSO EXEMPT IS LIGHTFRAME, ISOLATED PAD FOOTINGS, NONSTRUCTURAL SLABS, FLATWORK2019 CBC 1705A.3
PERMITS
EXEMPTION ONLY FOR FLATWORK
DSA
1, 1000PSI
ASTM A706 RE4D AT
FLEXURAL REINF AT SPECIAL SW AND MOMENT FRAME, CALL OUT IN DETAILS DSA
1.7 6+($5:$//6&+('8/(
SW APA RATED
SHEATHING
NAILING
(PEN)
REMARKS
" (32/16) EXP 1 10d # 6"oc 32"oc
" (32/16) EXP 1" (32/16) EXP 1 10d # 3"oc
" (32/16) EXP 1 10d # 2"oc
3x MIN AT
ALL AD-OINING
PANEL EDGES
10d # 4"oc
ANCHORAGE
"³ BOLT FDN AT FRAMING
2x SILL 3x SILL
48"oc
24"oc 32"oc
24"oc16"oc
16"oc
6"oc4"oc3"oc(2) ROWS # 4"oc
16"oc10"oc8"oc6"oc
16d A35 SDS
24"oc16"oc8"oc8"oc -
2x SILL
SDSx4". 3x SILL
SDSx6". FOR SDS # 6"oc OR LESS, PRO9IDE 4x BLKG BLW.
AB
CD
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9/15/2021 5:51:21 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 GENERAL NOTES 6 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070
A WOOD FRAMING NOTES B SHEAR WALL NOTES
C MANUFACTURED I--OIST NOTES
D MATERIAL DATA
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 6(&21'&21&
3/$&(0(17
),567&21&
3/$&(0(17
6(&21'&21&3/$&(0(17
),567&21&
3/$&(0(17
(CLASS B TOP BAR)BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4". 12" 86"
105"
34"56"70" 34"u
24"
876
10
9
11 345
&2N&&29(5)255(,N)67/
&/5
LAP LENGTH SI=E SI=E LAP LENGTH LAP LENGTH SI=E
0,N,080%$5/$36)255(,N)25&,N*67((/
&2N&5(7(675(N*7+
36,25*5($7(5
67$**(563/,&(6
6 & LARGER5 & SMALLER
CAST AGAINST EARTH OR GREXPOSED TO EARTH (FORMED) OR WEATHER 1 MAX
6 NOT EXPOSED TO EARTH OR WEATHER
3"1"2"
p+22.
p+22.
67$N'$5'+22.6 %(N'6
&2/%$5 6758&72))6(7 63/,&(
ALL REINF BARS SHALL EXTEND AS FAR AS POSSIBLE &
END IN A STD 90p OR 180p HK UNLESS DETAILED OTHERWISE
WIRE TOGETHER AT EA END
db
LAP
12db
4 db OR 2 1/2" MIN
R=3 db FOR 3 TO 8
R=4 db FOR 9 TO 11
6 & LARGER, & ALL BM STIRRUPS, COL TIES & SPIRALS5 & SMALLER 1" 1"
p67,55837,(6
67,5583
R = 2db R = 2db
6db. 3" MIN
db db
6db
3" MIN
135p 6db
3" M NI
&52667,(
126"
u WHERE CO9ER NOT LESS THAN 1", 5 LAP LENGTH = 28"
3/$N
12"
9,(:
12"
NOTES
LOC 9ERT PIPES INSIDE WALLDEEPEN FTG AS RE4DFOR PIPE CO9ER &CLEARANCES TO REINFSTL PER NOTE 3 SEE NOTE 8
'PIPE' THRU FTGIN 'PIPE' SLEE9E
OPTIONAL BUNDLED'PIPE' SLEE9E
2 1
c 'PIPE'
"U" BARS, SI=E TO MATCH TYP FTG REINF (6 MAX), 18"oc, (2) MIN EXCEPT WHERE FTG HAS ONLY (1) BAR T&B
TYP REINF
'PIPE' THRU FTG
9ERT PIPE (WRAPPED)
'PIPE'
THICKEN AT 'PIPE' AS RE4D
TO PRO9IDE CLEARANCETO REINF & CONC CO9ERTO 'PIPE'. PRO9IDE 4 HORI= AT 'PIPE'.
48" MIN TO NEXT BUNDLE
CONT FTG PAD FTG SIMILAR
1 1/2"
MIN
1 1/2"
MIN
1 1/2"
LAP DIA
8" MAX 3d d
PER NOTE 3
PER NOTE 3
d
3d
B
A
A
B
PER NOTE 3
'PIPE' = ANY PENETRATION THRU OR EMBEDDED IN FOUNDATION.
ALL PIPES THROUGH FOOTINGS TO BE WRAPPED OR SLEE9ED AS FOLLOWS
a. SLEE9ES
PRO9IDE 1" MIN CLEAR ALL AROUND O.D. PIPE TO I.D. SLEE9E, UNO.
SEAL SLEE9E ENDS W/ MASTIC OR PLASTIC BITUMINOUS CEMENT.b. WRAPPED 9ERTICAL PIPES PRO9IDE " NOMINAL SHEET FOAM W/ (3) WRAPS
MINIMUM, UNO.c. WRAPPED HORI=ONTAL PIPES
PRO9IDE " NOMINAL SHEET FOAM W/ (8)
WRAPS MINIMUM, UNO.
d. UNDERGROUND FIRE LINES 4" AND LARGER
1. SLEE9ES
PRO9IDE 2" MIN CLEAR ALL AROUND O.D. PIPE TO I.D. SLEE9E.
SEAL ENDS PER ABO9E.
2. WRAPPED
PRO9IDE " NOMINAL SHEET FOAM W/ (16) WRAPS MINIMUM.
WRAPPED AND SLEE9ED PIPES SHALL HA9E 1" MIN CLEAR TO REINF STEEL.
MINIMUM CONCRETE CO9ER AT PIPES TO BE 3".CLEARANCE BETWEEN 'PIPES' TO BE 3d MIN TYP W/ A MAXIMUM OF (8) PIPES PER 48". GROUPS OF PIPES MAY BE BUNDLED AS SHOWN, EXCEPT IN PAD FOOTINGS.NO 'PIPE' TO RUN PARALLEL IN FOOTINGS, STEM OR CURB.P9C CONDUIT ('PIPE') EMBEDDED IN CURB/STEM MAY BE WIRE TIED TO HORI=ONTAL REINF.NO HORI=ONTAL PIPES ALLOWED THROUGH FOOTING WITHIN 2'-0" EACH SIDE OF HOLDOWNS OR STEEL COLUMNS. NO 9ERTICAL PIPES ALLOWED IN FOOTINGS AT BRACED FRAMES.PRO9IDE 18" MIN OF COMPACTED FILL ABO9E PIPES UP TO 12"³, FOR LARGER PIPES INCREASE COMPACTED FILL DEPTH 1'-0" FOR EACH 6" INCREASE IN PIPE DIAMETER. OTHERWISE DEEPEN FOOTING AS SHOWN.
1.2.3.4.5.6.7.8. 2.
DO NOT LOCATE BLOCKOUT WITHIN 48" OF SHEAR WALL HOLD DOWN, IN FRAMEFOUNDATIONS OR COLUMN PAD FOOTINGS.MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 48".
NOTES1.
SYM
ABOUT
c
LAP
'd' FTG DEPTH 'S' 'S'
2x 'S' 18"
12" MIN
30" MAX 'd'/2
12" MIN
'd'/2
40" MAX
STD HK
PRO9IDE REINF TOMATCH FTG REINFTYP REINF
3" CLR TYP
18"
MAX
18"
MAX
12" MIN
TIES AS OCCURSTEP W/ BOT OF FTG
DEEPEN FTG W/LEAN CONCWHERE DEEPERTRENCH IS RE4D
1 1
'PIPE' IN BACKFILLEDTRENCH - LOCATE ONLY
AB9 SLOPED LINE
CONC FTGOR PAD FTG
b
9"
18" MIN
NO 'PIPES'
PARALLEL TO
FTG THIS AREA
4xb
NO DEPTH RESTRICTIONS ON
TRENCHES OR DEEPENING OF FTGS
OUTSIDE THIS =ONE
FOR INFORMATION NOT NOTED SEE
ENGINEER NOTE
1. TRENCH LOCATION PER CBC 1809A.142. FOR ALTERNATE TRENCHING AD-ACENT TO GRADE BEAM AND PIER, PRO9IDE DETAIL 30-00-04A. 9"
3 S-003
MAX
TYP
N27(
REMO9E ALL EARTH LOOSENED DURING
EXCA9ATION AND FILL W/ CONCRETE.
REINF BARS TO BE SAME SI=E STD HK, TYP& NUMBER
AS TYP FTG
REINF
TYP FTG REINF
FTG
WHERE TOP OF FTGCONTINUES THRU, EXTENDREINF TO END AND HKSLAB, CURB, OR STEMWALLSTEPS W/ REINF SIM TO FTG STEPS
SLAB, CURB OR STEMWALL
H, 18"
2H MIN LAP
LAP
LAP LAP
MIN
6"
'd'
OTHER DETAILS
'd' PER
d' M' NI
" 3
TYP
3"
CLR
6" M NI
ENGINEER NOTE
1. STEPS PER CBC 2016 1809A.32. SEE ALTERNATE 30-00-05A FOR SLOPING TOP OF STEM FOR WOOD FRAMED PRO-ECTS SEE 30-00-05E FOR CONT TOP OF FTG COND
0(7$/-2,N7 )250('-2,N7
&2N6758&7,2N'2:(/-2,N7&2N752/-2,N7
OR
8" MIN 8" MIN MIN
2"
MIN
2"
D/4
-TYPREINF
T CAP "³ x 18" SMOOTH ROD # 16"oc
" S4 FLEXIBLE
SEALANT
KEY FROMBE9ELED 2x4
TYP SLAB ON GRTYP REINF CONT THRU
SAWCUT WITHIN 8 HOURSOF CONC PLACEMENT.USE TYP SLAB ON GRTYP REINF CONT THRU -T SEALANT
COMPOUND TO FILL CUT
PLASTIC C- OR" MASONITE OR" TOOLED -T FILLEDW/ FLEXIBLE SEALANT D/4 D
AB
ALT
SPEED DOWEL # 16"oc W/
4x24"
3,3(&2N'8,7,N
&203$&7('52&.
3,3(&2N'8,75(48,5,N*
(0%('0(N7,N&2N&
MAX 1"
PIPE/CONDUIT SLAB PER
PLAN
PIPE/CONDUIT9APOR RETARDER - SEAL
AT PENETRATION, TYP
NOTESCOMPACTED CRUSHED BASE ROCK
1. LOCATION OF PIPE/CONDUIT BY OTHERS.2. PRO9IDE SLEE9E AT PIPE PER SIM.
CONC
1" MIN OR
EMBED IN
1 1/2" MIN CO9ER
3 S-003
SAD 4" MAX, 2" MAX FOR SUBGRADE TO REMAIN LE9EL4 CONT
REINF PER PLAN MIN
8"
2"
$/7&85%237,2N
1 MAXSLOPE
4 CONT3 # 18"oc
PRO9IDE THICKENEDSLAB WHERE AB
ARE USED
1 STUD WALL
DEPRESSED SLAB
AS OCCURS, SAD
4x ADHESI9E
ANCHOR # 18"oc IN
LIEU OF CIP DWL ATCONTRACTORS OPTION, SEE
ROUGHEN TO " AMPLITUDE4 CONT
8"
PAD GRADE
2x PTDF SILL d W/"³ AB W/ 5" EMBED# 48"oc
8"
3"
CLR
4" SAD
DAS
NI M" 6 ALT TO AB
HILTI X- CP 72 OR SIMPSON PDPAWL-287MG #
16"oc, EXCEPT AT CURB
4 S-004
4" EMBED AT
ADHESI9E ANCHOR
2" MIN CO9ER AT
ADHESI9E ANCHOR
30-01-04
3/$N9,(: 6,N*/(/$<(5
3/$N9,(: 25025(/$<(56 N27(
FOOTING REINFORCING AT CORNER AND INTERSECTION TO BE SIMILAR PAL
LAP HOOK
STD
RL C
PYT
PAL
KH DTS
(2) ADDL9ERT AS RE4DSTD HOOK
ADDL 9ERT
AS RE4D
CORNER BAR TOMATCH HORI= BARTYP WALL ORFTG REINF
LAP
STD HK LAP STD HK
STD HK AT ADDL BARS
U BAR TOMATCH HORI= BAR
ADDL 9ERTAS RE4D
TYP WALL OR FTG REINF
CORNER BARTO MATCHHORI= BAR
ROUGHEN -T TO EXPOSE
AGGREGATE TO " AMPLITUDE
KEY FROM BE9ELED 2x8DO NOT LOCATE WITHIN48" OF HOLDOWN OR COL REINF CONT THRUOR LAP PER N27(
LOCATION OF -OINTS TO BE SUBMITTED TO
ARCHITECT/ENGINEER FOR RE9IEW PRIOR
TO PLACEMENT OF CONCRETE
1 S-003 30-00-01
18"
18"
18"
ROUGHEN TO" AMPLITUDE
TYP SLAB REINF
HOUSEKEEPING PAD AS RE4D,
SMD & SED FOR LOC & EXTENT & THICKNESS
2" MINCO9ER AT
ADHESI9E
ANCHOR
THICKEN SLAB AS RE4D
4 # 24"oc IN LIEU OF
ADHESI9E ANCHORS AT
CONTRACTORS OPTION
CONC SLAB PER PLAN4x ADHESI9E ANCHOR
# 24"oc TYP AT PERIMETER ((3) MIN ES)
BOLT AT E4UIP
ANCHORAGE
COORD W/ E4UIP LAYOUT
10'-0" MAX
DIA 6" MIN
14 BOLT
4 # 16"oc EW
AT MID-DEPTH
4 CONT
3" EMBED
AT ADHESI9EANCHOR,
SEE
4 S-004
NI M" 4
XA M" 6
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9/15/2021 5:51:22 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 TYPICAL CONCRETE DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 1 TYPICAL REINFORCING DETAILS (f'c = 3000psi MIN) 3/4" = 1'-0" 3 PIPES THRU FOOTING
3/4" = 1'-0" 2 FOUNDATION BLOCKOUT 3/4" = 1'-0" 4 TRENCHING AD-ACENT TO FOOTING 3/4" = 1'-0" 5 STEPPED FOOTING3/4" = 1'-0" 6 SLAB ON GRADE -OINTS3/4" = 1'-0" 7 CONDUIT & PIPE AT SLAB ON GRADE3/4" = 1'-0" 8 DEPRESSED SLAB - 4" MAX 3/4" = 1'-0" 9 NON-BEARING STUD WALL AT SLAB3/4" = 1'-0" 10 TYPICAL CORNER, INTERSECTION AND END REINFORCING3/4" = 1'-0" 12 FOOTING CONSTRUCTION -OINT3/4" = 1'-0" 11 TYPICAL HOUSEKEEPING PAD AT SLAB ON GRADE
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 1"
1"
ANCHOR
AND PILOT
HOLE DIA
MINIMUM
EMBEDMENT
2"3"
""
"
5"
4"5"
8"
3"3"3"
H±
MINIMUM
EDGE DIST
C±
MINIMUM
SPCG
S± H± (FT-LB)
5065
150
ANCHOR
TYPE
SIMPSONTITEN HD
(ICC-ESR
2713)
6&5(:$N&+25,N36,0,N&2N&5(7(
N27(6
ANCHOR PER PLAN &
DETAILS
EDGE OF CONC
AS OCCURS
INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS RE4UIRED PER SECTION 1705 OF THE CBC AND THE RE4UIREMENTS OF THE ICC REPORTS. INSTALLED ANCHORS SHALL BRING CONNECTED PLIES INTO FIRM CONTACT, MEETING THE INSTALL TOR4UE BUT NOT EXCEEDING THE MAXIMUM INSTALL TOR4UE.CONTRACTOR TO 9ERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING REINFORCED CONCRETE, USE CARE AND CAUTION TO A9OID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A REASONABLE CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT.
THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSI9E STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TOR4UE.
MINIMUM
CONCRETE
THICKNESS
1.2.3.4. MAXIMUM
INSTALL
TOR4UE
1" 4" " 6" 3" 100
1"
1" 2"
3"
""
"
4"
4"
4"
6"
3" 403"4"
4595
HILTI
KH-E=
(ICC-ESR
3027) 1" 3" " 5" 4" 85
TOP OF CONC
S± C±
HOLE DEPTH
PER MFR
DSA/OSHPD - FOR OSHPD ADD "OSHPD ANCHOR TESTING" NOTES
(N*,N((5
1. CALC ACTUAL CONDITION AND LOAD.2. INTERIOR DRY USE ONLY. 1"
1"
± H
(FT-LB)
101020
MIMIMUM
INSTALL
TOR4UE
1010101020
" 1"3" 1" 18 10
" 1" 1"3" 1" 24 10
"³ O9S HOLE AT STL THICKER
THAN 12GA (") MAX
"³ O9S HOLES OTHERWISE
1"
1"1"1"
THRD
ROD
ANCHOR MIN
EMBED
UNO
4"5"
"³
"³"³
6" 3"
3"3"
H¯°
MIN EDGE
DISTANCE
C±
MIN
SPCG
S±
MIN CONC
DEPTH
H±
ADHESI9E
TYPE
SIMPSON
SET-XP
(ICC-ESR
2508)
$'+(6,9($N&+25,N36,0,N&2N&5(7(
N27(6
° ¯ H
C± S±
ANCHOR PER
PLAN & DETAILS
EDGE OF CONC
AS OCCURS
1.2.3.4. REBAR
465
1" "³ 7" 3" 7
1" 1"³ 8" 3" 8
INSTALL ADHESI9E ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT.CONTRACTOR TO 9ERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.
HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING CONCRETE, USE CARE AND CAUTION TO A9OID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A REASONABLE CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT.SPECIAL INSPECTION IS RE4UIRED PER SECTION 1705 AND THE RE4UIREMENTS OF THE ICC REPORTS. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSI9E STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND ADHESI9E IN-ECTION. 2" 1"³ 10" 6" 101" 3" "³ Hef + 2" 3" 3
PILOT
HOLE
"³
1"³
"³"³"³
1"³
1"³
TOP OFCONC
DSA/OSHPD - FOR OSHPD ADD "OSHPD ANCHOR TESTING" NOTES
ENGINEER NOTE
REF 60-01-03 FOR EPOXIED HOLDOWNSHILTI HIT-HY 200A MAY BE USED AS WELL. IT HAS SAME DESIGN PROPERTIES, BUT CURES FASTER. MAY NOT BE APPROPRIATE FOR HIGH TEMPERATURES AND/OR DEEP EMBEDMENTS.CALC ACTUAL CONDITION AND LOAD.SPECIFY TEST LOADS ON DRAWINGS. 4" 26"
"
3"
3"
HILTI HITHY 200R
(ICC-ESR
3187)
N/A
"³
"³ 5"
1" 3" 1" "³
465
N/A
7" 4" "³7
"³
"³"³"³
1"³
1"
1"
1"1"
8" 5" 1"³89" 5" N/A 9
10" 6" 1"³ N/A
1"³
1"³
1"³
1"
1"
1"
10" 6" 10 1"³ 1" N/A
4" 2" "³ N/A "³ 1"
1" 3" 1" N/A 3 "³
Hef + 3"
Hef + 3"
Hef + 4"
Hef + 4"
Hef + 5"
Hef + 6"
Hef + 1"
Hef + 1"
Hef + 1"
Hef + 2"
Hef + 2"
Hef + 2"
Hef + 3"
1 1 23(N
1 1
23(N
30"
,N6,'(6/$%&25N(5 3/$N9,(:
6"
3" CLR (2) 5 x48" T&B SLAB CENTER AT CORNER
SLAB EDGESLAB EDGE(3) 5 T&B OF SLABW/ 180p HK LAY ON SIDE
IF SLAB DEPTH CONFLICTS
PYT RL C" 3
12" 12"
CBASE d24"³ MIN SONOTUBE BLOCKOUTSLAB FOR COL24" S4 MIN OPTIONAL DIAMOND BLOCKOUT COL PER PLAN C-
-TRY TO HA9E ARCH SHOW THIS ANCHORAGE INFO ON THEIR DETs SINCE IT IS BASICALLY NON-STRUCT-SHOULD BEAR ON CONC FDN, OTHERWISE 9ERIFY HORI= SUPPORT ANGLE RE4s FOR WEIGHT OF 9ENEER
FOR INFORMATION NOT NOTED SEE
EXT FO SLAB = FO FTG = FO EIFS
1" AIR SPACE
HOHMANN & BARNARD 364 SSHIM AT LAG SCREWSTUDS PER PLANCONC SLAB PER PLAN 9 CHANNEL ANCHORS # 16"oc
9ERTICALLY
CONT WIRE SI=E W1.7 (9 GAGE) IN MIDDLE 1/3 OF 9ENEER TIED TO EA ANCHORHOHMANN & BARNARD 362-C 9ERT CHANNEL # 16"oc, "³x3" LAG SCREWS TO STUD OR BLKG AT STUD WALLBRICK 9ENEER AS OCCURS, SAD 1" AIR SPACE
1 S-500
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9/15/2021 5:51:22 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 TYPICAL CONCRETE DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 3 SCREW ANCHOR IN CONCRETE 3/4" = 1'-0" 4 ADHESI9E ANCHOR IN CONCRETE
3/4" = 1'-0" 1 OUTSIDE & INSIDE SLAB CORNER - PLAN 9IEW 1" = 1'-0" 2 SLAB BLOCKOUT
3/4" = 1'-0" 5 TYPICAL 9ENEER ANCHORAGE TO WOOD
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) NOTE
DO NOT NOTCH OR DRILL
STUDS AND -OISTS WITHIND' OR D OF KNOTS IN WOOD
D = DEPTH OF -OIST OR BEAM
D' = STUD OR PLATE WIDTHL = CLEAR SPAN
4'-0" MIN FROMHOLE TO TOP dST2122 - CENTERON HOLES AND ONDOUBLE SPLICE d
c MEMBER
AND HOLE
-ST OR RAFTER
D'
NI M' D
D/4
D/4
MAX
XA M
6/ D
D MIN
D/5 & 2" MAX
2" MIN2" MIN
L/3 MIN
L/2 MAX
D MIN
3D MAX
D
D'/3
MAX
,N7(5,25 (N'
POST TO MATCH BM WIDTH
AND WALL THICKNESS, TYP
A35 A35
16d # 12"oc ESTYP STUD ES
(4) 16d TO BM
TYP DBL TOP A35 ESBM PER PLANCUT TO BEAR
d
(4) 16d TO BM
LAP STUDS TO BM
TOP d SPLICE
STRAP PER SCHED
POST TO MATCH BM WIDTH AND WALL THICKNESS, TYP
TYP STUDS
BM
16d # 12"oc ES
2x SB ES BM
EPC=
DBL TOP d
LTP4
DEPTH AB OR
THRD ROD
HOLDOWN WASHER
AT AB
MIN POST SI=E
UNO ON PLANS
POST OR TRIM STUD
WALL PEN TO SILL d A35 ES T&B AT HDU8 & LARGER
WALL PEN PER SW SCHED TO POST W/ HD
HOLDOWNPER SCHEDULE
FULL HEIGHT POSTPER SCHED (4x MIN)SCREWS TOPOST PER MFR HDU5 12"
"x3" S4
12"12"15"15"21"
"x2" S4 "³
"³
1"³
HDU14
HDU11
HDU2HDU4
HDU8
1"³
4x4x4x
6x66x66x6
TOP OF
FOOTING
FIN FLR OR TOP
OF CURB
SILL d & ANCHORAGE PER SW SCHED
MIN
3"
DEEPEN FTG AS RE4D TO MAINTAIN 3" CLR
AB & WASHER PER SCHED
PRO9IDE NUT ES WASHER
"³
"³
"x3" S4
12"12"12"18"18"24"
MIN FTG
WIDTH
12" 12"
SHEAR WALL SHTGNOT SHOWN
NI M" 1
PIPES THRU FTG12" MIN FROM HD
NUTS AT ANCHOR ROD TO BE HEA9Y HEX
ENGINEER NOTE
1. FOR OTHER CONDITIONS SEE DETAILS
60-01-01
60-01-0260-01-0360-01-0460-01-11
60-01-1260-01-1360-01-1460-01-1660-01-17
65-07-0372-01-0872-01-09
3" CLR MIN
DEPTH PER
SCHED
2. 1" GAP BTWN SILL AND HOLDOWN
NOT RE4D BUT GOOD PRACTICE FOR AD-USTABILITY AND
CORROSION PROTECTION.
3. WHERE AD-ACENT HEADER
REACTION IS UTILI=ED TO REDUCE HOLDOWN SI=E, PRO9IDE
ADE4UATE CONNECTION BTWN
TRIM AND HD POST.
"x2" S4
"x2" S4
"x3" S4
WALL PEN TYP
NON-BRG BRG
+($'(56&+('8/(
NOMINAL HEADER MAX SPAN
4x10 OR 6x8 4x12 OR 6x10
6'-0" 4x8 OR 6x6
4x10 OR 6x8
6x12
4x6 OR 6x64x8 OR 6x6
4x10 OR 6x8
8'-0"
10'-0"12'-0"
(2) 2x CONT TOP d, UNOCONDITION WHEREBOLT OCCURS AT STUD A35 ONE SIDE T&B AT EXT OPENINGS 6'-0"A35 ES T&B AT OPENINGS ! 6'-0"A35 T&B TYP AT EXT OPENING 4'-0"(1) 2x TRIMMER, TYP(2) 2x TRIMMER AT OPENING ! 6'-0", UNO ON PLANSDBL d AT OPENINGS ! 4'-0" NAILS TO MATCH LAP SPLICE, ES OF SPLICE (16d
NO SPLICES ALLOWED
# 12"oc MIN)
PTDF SILL d
HDR PERSCHED,UNO ON PLAN
TYP DOOR
TOP d BREAK
(AT STUD)
BOT d BREAK
(AT STUD)
1. HEADERS TO MATCH WIDTH OF WALL STUDS.2. HEADERS TO BE DF 1, MIN UNO.3. FOR LARGER OPENINGS, SEE PLANS.4. HEADER MAY BE USED AS LOWER TOP d AS RE4D BY OPENING HEIGHT.5. AT 2x8 WALLS, USE 6x HEADER + 2x + SHIM OR 6" GLB + SHIM.
TREAT END W/PRESER9ATI9E
AT CURB
(4) 16d, TYP
4x CURBBAR AT DOOR
18"
(2) 16d AT 2x4 STUDS(3) 16d AT 2x6 & 2x8 STUDS(1) 2x FULL HT STUD TYP(2) 2x FULL HT STUD ATOPENING ! 4'-0"(3) 2x FULL HT STUD AT OPENING ! 8'-0"
UNO ON PLANS
2x BLKGA35"³ HOLE
CSK 1" MAXFOR NUT &WASHER
(2) 16dAT EA d
TYP
WINDOW
= 12" MAXIMUM 4" MINIMUM
AB PER
TYP UNO
END OF SILL d OR
NOTCH OR HOLE WIDER
THAN 1/3 d WIDTH
CURB WHERE OCCURS
AT 3x SILL
(4) 10d TN AT 2x6(6) 10d TN AT 2x8
NOTCHING OF STUDS NOT PERMITTED.FOR HOLES IN STUDS SEE
4'-0" MIN LAP SPLICE
W/ (12) 16d, TYP UNO
HDR PERSCHED,UNO ON PLAN
A35 T&B TYP AT EXT OPENING 4'-0"
ENGINEER NOTE
4x12 # 10'-0" OPNG NOT CHECKED FOR L/360 (PLASTER).DRAFTING NOTE CHANGES MADE TO THIS DETAIL SHOULD BE RE9IEWED/MADEFOR 60-00G-01, 60-00R-01, 60-00S-01 & 76-00-01. 2 S-005
STUDS PER A
S-002
2x BLKG AT SHTG -OINTS, UNO
E
S-001
SILL d SI=E, AB SI=E, AND
AB SPCG PER SW SCHED,
GAL9 d WASHER MIN
0.229" x 3" S4
2x BLKG AT ALL UNSUPPORTED EDGES, 3x BLKG AS RE4D PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL HT GNEL LAUTCA ROF DAS NALP REP HT GNEL NI M 12"oc FIELD NAILING, TYP STGR WALL PEN AT SHTG SPLICES PER " MAX CLR, d WASHER
EDGE TO INSIDE FO SHTG
WALL PEN
TRIM STUD OR TRIM POST
AS OCCURS AT OPNG
STGR AB WHERE SHTG OCCURS ESSHTG ES AS OCCURS4" MIN AND 12" MAX AB TO d
END OR SPLICE
SHTG SPLICE ALIGNED W/ c
STUD, 3x STUD AT SHTG SPLICE
AS RE4D PER SW SCHED AND
WHERE SHTG OCCURS ON ES OF WALL
HD PERFULL HT POST AT HD, SI=E PER UNO PER PLANWALL CORNER/END/INTERSECTION PER
SECTION
PLAN 9IEW
NOTES
1. PEN = PLYWOOD/OSB EDGE NAILING PER SW SCHED.2. SILL d AB WASHER HOLE MAY BE O9ERSI=ED UP TO ". WASHER MAY BE DIAG SLOTTED UP TO 1" IN LENGTH. WHERE HOLE IS O9ERSI=ED OR SLOTTED, PRO9IDE STD CUT WASHER.
AB TO OCCUR WITHIN
MIDDLE THIRD OF SILL d,INCREASE d WASHER
SI=E AS RE4D
BOT OF WALL CONDITION 9ARIES, SEE PLAN
WALL STUD PER PLAN TYP UNO
SILL d SPLICE AS OCCURS
7 S-005
7 S-005
2 S-006
8 S-005
16d # 12"oc16d # 12"ocSTUD WALL
16d COMMON
AT PEN SPCG
PENSHTG AS OCCURS
PENPOST & HD
678'6$7,N7(56(&7,2N +'$7&25N(5
678'6$7&25N(5 +'$7&25N(5$N'(N'
678'6$7,N7(56(&7,2N +'$7,N7(56(&7,2N
678'6$7,N7(56(&7,2N +'$7,N7(56(&7,2N
POST & HD
16d AT PEN SPCGSHTGPOST & HD
STUD WALL
16d
STUD WALL
# 12"oc
SHTG
10d #12"ocMIN
SHTG
PEN
PENSHTGTRIMMER
STUDWALL
PENSHTG
16d COMMON
AT PEN SPCG
PENSHTG
10d # 12"oc
SHTG
16d AT PEN SPCG
16d ATPEN SPCG16d COMMON # 12"ocPENPEN16d ATPEN SPCGSHTG 16d COMMON AT PEN SPCG
PEN
PENSHTG WHERE OCCURSPEN WHERE OCCURS16d AT PEN SPCG
A
C
E
G
B
D
F
H
POST & HD
16d AT PENSPCG
ENGINEER NOTE
IF SINKERS ARE NOT ALLOWED IN LIEU OFCOMMON NAILS REMO9E ALL "COMMON" REFERENCES.
SHTG
SHTG
SHTG
STUD WALL
STUD WALL
PEN
PEN PEN
SHTG
OPENING
2x FLAT BLKG, UNOHGR, TYP
CS16 x "2W" LENGTH STRAP AT ES OF OPNG GREATER THAN 24"x24" ON TOP OF SHTG DBL FRMG MEMBERS ES OF OPNG WHERE FRMG IS INTERRUPTED, UNO4x HDR TO MATCH -PEN TO MEMBER ATEDGE OF OPNGFOR 3 TIMES LENGTHOF OPNG
ST DEPTH, UNO
,62/$7('23(N,N*%(7:((N)5$0,N*8372
&/26(/<63$&('23(N,N*6%(7:((N)5$0,N*
3/$N
23(N,N*72
64
2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH E4UIP
ATTACHMENT)
ROOF OR FLOOR
LOC OPNG BTWN FRMG, NO ADDL OPNG WITHIN 4'-0" ALL AROUND, WHEN CLOSER OPNG OCCUR SEE -ST DO
NOT CUT
PEN AROUND OPNG
2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH E4UIP
ATTACHMENT)
STRAP PER
FRAME OPNG PER
PEN TO CONT FRMG FOR 2 TIMES 'L'
OPNG
OPNG
OPNG
2x6 W/ A35 EA END (USE4x W/ HGR AT MECH E4UIP ATTACHMENT) AB
C
B
A
C
< 4'-0"
' W'
XA M" 42
4'-0" MAX
L
2/ W
XA M" 0-' 4
2/ W W
'L'
24" MAX
SHTGFULL HT STUD WALLROOF PEN TO BLKSHTGSOLID BLKG STRUCT FRMG #
STRUCTFRMGDTC AT EAFRMG MEMBER48"oc PER2x BLKG DTC ES AT BLK STGR DTCFULL HTSTUD WALL # 48"oc
DBL TOP d PRO9IDE
SHAPED UPPER TOP dTO MAINTAIN " GAP
AT SLOPED RFTRS
3$5$//(/
3(53(N',&8/$5
3$5$//(/
N27(
INSTALL SLOT NAILS AT c OF SLOTW/
" GAP BTWN NAIL HEAD & CLIP
3(53(N',&8/$5
2x AND I
G -
PA
" 2/ 1
PAG
" 2/ 1
PAG
" 2/ 1
PAG
" 2/ 1
60-08-03
2 S-007
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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9/15/2021 5:51:22 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 TYPICAL WOOD 6 DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 2
HOLES AND NOTCHES IN WOOD STUDS,
-OISTS, AND PLATES
3/4" = 1'-0" 3 TYPICAL BEAM IN AND THRU STUD WALL
3/4" = 1'-0" 7 TYPICAL HOLDOWN
3/8" = 1'-0" 1 TYPICAL STUD WALL AND OPENING FRAMING
3/4" = 1'-0" 6 SCHEMATIC SHEAR WALL CONSTRUCTION 3/4" = 1'-0" 8 TYPICAL PLAN 9IEW OF STUD WALL INTERSECTIONS3/4" = 1'-0" 5 OPENING IN DIAPHRAGM 3/4" = 1'-0" 4 TYPICAL NON-STRUCTURAL STUD WALL DETAILS
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
SPLICE BOTH
d HERE
2x SB W/ PEN & 16d AT PEN SPCG TO d
STRAP
3. NAILS TO MATCH LAP SPLICE ES OF SPLICE (16d # 12"oc MIN)
1. AT LAP SPLICES, SPACE NAILS # 3"oc MIN (MAX 12"oc). STAGGER AT 2" GAGE.
2. USE STRAP SPLICE WHERE BM INTERSECTS TOP d.4. USE SPLICE TYPE A UNO. &$6( &$6(
N27(6
(1)
E4UAL
NAILS EE
4E 4E
LAP
SEE
NOTE 3
SEE
NOTE 3
&$6( &$6(
2.3.4. AS RE4UIRED, PRO9IDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF .LOCATE STRAPS O9ER SHEATHING AND BLOCK UNDER STRAP W/ FLAT 2x6 (2x4 AT CS16/CS14) WHERE NO FRAMING OCCURS, UNO.SEE PLANS FOR STRAP LENGTHS, LOCATIONS AND DETAILS, UNO.
CUT LENGTH
E4 E4
CUT LENGTH
END LENGTH (EL) REMAINDER LENGTH (RL)
SE NI M" 2 2 1/2" MIN 9" MAX AT SPLICE 4 1/2" TYP 4 1/2" TYP 4 1/2" MIN 9" MAX AT SPLICE
1.5D < L < 3D 4 1/2" NI M" 2
4 1/2" 4 1/2" SPCG PER
SW SCHED
PER SCHED
SE NI M" 2
4 1/2" 14 1/2" MAX 4 1/2" SPCG PER
SW SCHED
NI M
" 2/ 1 2PER SCHED
4 1/2"
MAX
14 1/2" 4 1/2" SPCG PER
SW SCHED
SE NI M" 2
N27(
1. ALL PENETRATIONS THROUGH
SHEAR WALL SILL PLATE SHALL CONFORM TO THE RE4UIREMENTS OF THIS DETAIL OR BE REROUTED PRIOR TO INSTALLATION OF SILL.
2. ADDITIONAL ANCHOR BOLTS TO
BE INSTALLED PER WHERE NECESSARY. AB DIA AS RE4D BY SW SCHED.
CASE 3 CASE 4 CASE 5
D
PER SCHED A
A
A
ENGINEER NOTE
USE ONLY FOR 2X6 STUD WALLS
AB
CD
SWSWSWSW
48"64"80"N/A
32"48"64"N/A
48"64"N/AN/A
SCHEDULE A
&$6( 6,N*/(&2N'8,7',$0(7(5'0,N63&* oF &$6( 63/,7,N6,//&$6( 6,N*/(&2N'8,7',$0(7(5!' &$6( N27&+)25&2N'8,7
&$6( 08/7,&2N'8,7',$0(7(5!'
CONDUIT - LOCATE ON SIDE OPPOSITE FROM SW SHTG
SPLITS LONGER THAN 3D RE4UIRE REPLACEMENT OF SILL
SILL SPLICE
AS OCCURS
c SILL & CONDUIT
OFFSET CONDUITPRO9IDE ADDL AB
6
A B
A
B
6(&7,2N7+58385/,N
6(&7,2N7+58'(&.,N*
$76758&76+7*63/,&(
NON STRUCTROOF SHTGSTRUCT ROOF SHTG
RIGID INSUL W/ SLEEPERS
AT INT SPACES, SAD
ROOF PEN
2x T&G DECKING 16d AT ROOF PEN
TO PURLIN PURLIN
8dx1" AT PEN TO 2x
T&G DECKING
SPLICE STRUCT SHTG O9ER SUPPORTS ONLY2x DECKING BLW CENTERED
AT STRUCT SHTG SPLICE
PURLIN BLW
3/$N9,(:
10d TN # 12"oc STGR SLEEPER TO FRMG, TYP 9ERIFY TN DOES NOT EXTEND WITHIN " OF UNDERSIDE OF 2x DECKING FOR APPEARANCE.
1. DO NOT O9ERCUT NOTCHES OR SEAT CUTS.
2. D MAX = BEAM DEPTH/4 SEE OTHER DETAILS FOR ADDITIONAL NOTCH OR SEAT CUT SI=E INFORMATION.
N27(6
"³ LAG SCREW
AT c BM
(2) 20d NAILS(PRE-DRILL)
CASE 2 CASE I (WHERE D IS LESS THAN OR E4UAL TO 1") (WHERE D IS GREATER THAN 1")
SIM AT LOWBM END
D
2"
D
2"
A B
7233/$7(63/,&(6&+('8/(
MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2)
(12) 16d PER 4'-0" MIN LAP MSTC28(22) 16d PER 4'-0" MIN LAP(26) 16d PER 6'-0" MIN LAP MSTC52(32) 16d PER 6'-0" MIN LAP MSTC66(36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE MSTC40MSTC40 EA SIDE
AB
CD
E
F
(50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE G
(44) 16d PER 8'-0" MIN LAP
N/A MSTC66 EA SIDE H
7,(675$36&+('8/(
MARK STRAP
MIN. NAILINGES OF CASE 1 CASE 2
MAX. NAIL SPACING
EL RL
MIN. END
LENGTH
(EL)
(SEE NOTES 1 & 2)
CS16CS14
CMSTC16
CMST14CMST12
(10) 10d(13) 10d(25) 10d(33) 10d(43) 10d
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
10d # 4"oc
STGR
10d # 4"oc
STGR
10d # 3"oc
STGR
10d # 3"oc
STGR
10d #
3"oc STGR
12"16"24"32"48"
10d # 4"oc
STGR
10d # 4"oc
STGR
10d # 3"oc
STGR
10d # 3"oc
10d
STGR
#
3"oc STGR
1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE AB
CD
E
END LENGTH (EL) IS NOTED, SEE CASE 2.
6(&7,2N$7&/26(N$,/63$&,N*
(3"oc OR LESS SPACING AT FLOOR OR ROOF)
(4"oc OR LESS SPACING AT SHEAR WALL)
NOTE
SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. -OINTS ARE TO BE CENTERED O9ER BEARING. NAIL HEADS SHALL BE DRI9EN FLUSH W/ SHEATHING. MINIMUM SHEATHING SI=E IS 24" WIDTH x 48" LENGTH AT FLOOR AND ROOF, AND 12"x48" AT WALLS. 1" MIN PENETRATION AT 8d1" MIN PENETRATION AT 10dINTO -ST, STUD OR BLKG" GAP BTWN PANELS 6(&7,2N$77<3,&$/N$,/63$&,N*
(4"oc OR MORE SPACING AT FLOOR OR ROOF)
(6"oc SPACING AT SHEAR WALL)
PEN, STGR ROWS ON ES OF -T
3(N$7[[ 3(N$7[
3x
3/8" 1/2"
STGR ALONG EA ROW OF PEN
3(N$7[
4x
1/2" 3/4"
2x/3x
3/8" AT 2x3/4" AT 3x
" GAP BTWN PANELS1" MIN PENETRATION AT 8d1" MIN PENETRATION AT 10dINTO -ST, STUD OR BLKG RIM -OIST TO TOP d, TOE NAIL
TRUSSES, -OISTS OR RAFTERS AT ALL BEARING POINTS
TOE NAILS EACH SIDETRUSSES, -OISTS OR RAFTERS TO SIDE OF STUDS EIGHT (8) INCH -OISTS OR LESS FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF -OISTBLOCKING BETWEEN -OISTS OR RAFTERS
TO -OIST OR RAFTERS - TOE NAILS EA SIDE, EA END TO -OIST OR RAFTER BEARINGS - TOE NAILS EA SIDE
BLOCKING BETWEEN STUDS, EACH END TOE NAILSBRIDGING TO -OIST, TOE NAIL EACH END 2" SUBFLOOR TO -OIST OR GIRDER, BLIND & FACE NAIL
SOLE PLATE TO -OIST OR BLOCKING, FACE NAILSOLE PLATE TO -OIST OR BLOCKING AT BRACED WALL PANELSTOP PLATE TO STUD, END NAILSTUD TO SOLE PLATE, TOE NAILDOUBLE STUDS AT EXTERIOR WALLS, FACE NAILDOUBLE STUDS, FACE NAILDOUBLE TOP PLATES, FACE NAILTOP PLATES, LAPS & INTERSECTIONS, FACE NAILCONTINUOUS HEADER, TWO PIECESDOUBLE TOP PLATE LAP AT CORNERCONTINUOUS HEADER TO STUD, TOE NAILCEILING -OISTS, LAPS O9ER PARTITIONS, FACE NAIL
CEILING -OISTS TO PARALLEL RAFTERS, FACE NAIL
BUILT-UP CORNER STUDSPOST TO SILL/SOLE/TOP PLATE, EACH SIDE TOE NAIL 10d # 6"oc
(2) 10d(3) 16d(1) 16d(2) 10d(2) 10d
(2) 10d OR (2) 16d
(2) 8d
(2) 16d
16d # 16"oc
(3) 16d # 16"oc
(2) 16d # 2x6, (4) 16d AT 2x10
(4) 8d # 2x6, (8) 8d # 2x10
16d # 12"oc16d # 24"oc16d # 12"oc
(3) 16d
16d # 16"oc ALONG EACH EDGE
(3) 16d
(4) 8d
(3) 16d(3) 16d
16d # 12"oc
(4) 10d
+66&2/80N$7(N'2):$//+66&2/80N:,7+,N:$// +66&2/80N$7&25N(5 :,'()/$N*(N$,/(5
('*(2)23N*6,0
&+$NN(/ +666,0
WALL PEN
HSS COL PER PLAN2x OR 3x ES2x TRIM STUD, SAD FOR END OF WALL LOC
SEE OTHERWISE
2x ES W/ "³ WTS
# 32"oc, TYP UNO -PRO9IDE 3x ES W/ "³
WTS # 24"oc AT WALL PEN LESS THAN 6"oc
NOTE
PRO9IDE
BOLTS 4" MIN & 12" MAX FROM EE OF ALL NAILERS
WALL SHTG ES AS OCCURS
4x ES W/ "³
WELDED THRD STUD # 24"oc, TYP UNO -PRO9IDE "³ WTS #
12"oc AT WALL PEN LESS THAN 4"ocSEE OTHERWISE
3x W/ "³ WELDED
THRD STUD # 32"oc, CSK (1" MAX) , TYP UNO
BLKS WHERE RE4UIRED ALIGNW/ NAILER AB9PDP 2x UNO, CSK NOT PERMITTED AT 2x # 24"oc SHIM
AS RE4D
MB MAY BE USED IN LIEU OF WELDED THRD STUD
AB
CD
A
A SEE OTHERWISE A
TYP
MAX
"
UNO SPECIFICALLY ON
STRUCT PLANS
BLK EDGES OF OPNGCS16 x 3'W' T&B
OPENING
WALL PEN TO STUD ES OF OPNG FOR DISTANCE 'H' AB9
AND BLW OPNG
C
(14 1/2" MAX)
'W'
N27(6
1. OPENINGS < 6" S4 DO NOT RE4UIRE BLOCKING AND STRAPPING.2. NO ADDITIONAL OPENINGS WITHIN 4'-0" ALL AROUND.3. NO OPENINGS PERMITTED IN SHEAR WALL OR HIGHER OR IN SHEAR WALLS LESS THAN 10'-0" LONG UNLESS SPECIFICALLY DETAILED ON STRUCTURAL PLANS. CONTACT STRUCTURAL ENGINEER FOR ASSISTANCE.
4. FRAME OPENINGS PER WHERE STUDS ARE INTERRUPTED.
) XA M" 0-' 2(
' H'
6
ENGINEER NOTE
STRAP SI=E TO MEET RE4UIREMENTS
SW
SW
SW OPENING
SW
FRMGDBL TOP dWALL PEN
HDR
POST AT HD PERCS14 x WALL LENGTH W/8d # 4"oc AB9 & BLWOPENING AT HDR & SILL.2x4 FLAT BLKG UNDER
AT WALLS - SOLID BLK AND STRAP BOTH
SIDES WHERE SHTG ISBOTH SIDES
WALL PEN
FRMG OR FDN
WALL PENDBL ROW PEN TO FULL HEIGHT KING STUD OR HD POST, TYPHD ASOCCURS PER PLANN27( FRAMING SHOWN IS SCHEMATIC,SEE PLAN FOR SPECIFIC RE4UIREMENTSSLOPING TOP d AS OCCURS 7 S-005
OR OTHER
WALL PEN TO SOLE THRD ROD
d
d WASHER PER SCHEDBM
HOLDOWN, CENTER ON BM
NI M" 1 XA M
" 1 KSC
HDU2HDU4HDU5HDU8
HOLDOWN d WASHER
FOR INFORMATION NOT NOTED SEE
60-00-08
FLR SHTG
A35 ES T&B AT
HDU8 & LARGER
"x2" S4
"x3" S4
"x2" S4
"x2" S4
7 S-005
FLR FRMG
AS OCCURS
THRD ROD
POST AB9 & BLWPER SCHED, UNO
DBL TOP WALL PEN PER SW SCHEDTO POST W/ HD, TYP
d
HOLDOWN AB9 & BLW
NI M" 1
WALL PEN TO SOLE
FOR INFORMATION NOT NOTED SEE
d
WALL PEN TO TOP d
FLR FRMGFLR SHTG
60-00-08
ENGINEER NOTE
1" GAP BTWN SILL AND HOLDOWN NOT RE4D BUT GOOD
PRACTICE FOR AD-USTABILITY AND CORROSION PROTECTION.
SOLID BLKG TO MATCH WIDTH OF POST PER 3
S-007
60-08-03
A35 ES T&B AT
HDU8 & LARGER
5 S-007
IRXUWKVWUHHW_VXLWH]VDQWDURVDFD
]IDMREQR
]IDFRP
FRS\ULJKW
1 'UDZLQJ7LWOH'UDZLQJ1R
6.$3URMHFW1XPEHU
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MLKJHGFE
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MLKJHGFE
D
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A
$UFKLWHFWRI5HFRUG &RQVXOWDQW
'$7( 12
9/15/2021 5:51:23 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 TYPICAL WOOD 6 DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 53/4" = 1'-0"
TOP PLATE SPLICE SCHEDULE AND DETAILS
4 TIE STRAP SCHEDULE
3/4" = 1'-0" 7 HOLES IN PLATES AT SHEAR WALLS3/4" = 1'-0" 8 RIGID INSULATION O9ER 2x T&G DECKING W/ SLEEPERS 3/4" = 1'-0" 9 BEAM SEAT CUT/NOTCH REINFORCEMENT
1 1/2" = 1'-0" 2 SHEATHING NAILING
3/4" = 1'-0" 10 NAILING SCHEDULE
3/4" = 1'-0" 6 TYPICAL STEEL BEAM/COLUMN NAILERS
3/4" = 1'-0" 1 SMALL OPENINGS IN SHEAR WALLS1/4" = 1'-0" 3 SCHEMATIC SHEAR WALL ELE9ATION 3/4" = 1'-0" 12 TYPICAL HOLDOWN O9ER BEAM 3/4" = 1'-0" 11 TYPICAL HOLDOWN
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 3/4h MAX
h/8 h/8
h
L 2/
c I-
³
%5,'*,N*
+2/(*8,'(/,N(6
D = DISTANCE IN FEET FROM CENTERLINE SUPPORT
TO CENTER LINE OF HOLE.
L = BEAM SPAN IN FEET
FROM CENTER LINE SUPPORT
TO CENTER LINE SUPPORT.
³ = HOLE DIAMETER IN INCHES.h = WEB DEPTH IN INCHES.
DMIN = 3L³ OR 12", WHICHE9ER IS GREATER
5h
'2N27 CUT OR NOTCH FLANGES.'2N27 CUT HOLES LARGER THAN 1" ROUND IN CANTILE9ERS.HOLE SI=ES AND LOCATIONS NOT MEETING THE HOLE GUIDELINES TO BE 9ERIFIED BY MANUFACTURER.
SHTG PER PLAN
TB X-BRACE BRIDGING OR SOLID BLKG AT E4 SPACES IN I- SPAN W/
MAX SPACING SEE AND
CS16 STRAP ONE PIECE AT BLKG. ALIGN W/ BLKG AND NAIL W/ (2) 10d EA I-.
I- PER PLAN
1. 2.3.4.5.
FOR SIMPLE SPANS AND UNIFORM LOADS A CHALK LINE CAN BE
USED TO SHOW THE LIMITS WHEREIN HOLES ARE ACCEPTABLE.ONCE DISTANCE (D) HAS BEEN DETERMINED, THAT DIAMETER HOLECAN BE PLACED ANYWHERE WITHIN THE WEB DEPTH (h).
MIN SPACING
2x GREATEST DIMENSION OF LARGEST HOLEFROM SUPPORTDMIN PER NOTE 5
ENGINEER NOTE
HOLE GUIDELINES BASED OFF OF SSI HOLE CHART. iLE9EL AND OTHER MFRS HA9E CHARTS FOR EACH -OIST AND ALSO ALLOW 1" HOLES -UST ABOUT ANYWHERE IN WEB
.
MAXIMUM APPLIED POINTLOAD TO BOTTOM CHORD= 50 LBS OR PER MFR RECOMMENDATIONS,WHICHE9ER IS LESS.SPACE POINT LOADS PERMFR RECOMMENDATIONS 32,N7/2$'
CONNECT TOWEB FOR LOADSGREATER THAN50 LBS, PER MFRRECOMMENDATIONS
MFR I- NOTES
60-08-03
3 S-007
C
S-002
c OF SUPPORT 62/,'%/2&.,N*
,-2,67%/2&.,N*
(6) 10d MIN
CHORDS & WEB AT BLKG PNL TO BE SAME SI=E & GRADE
AS II- BLKG
(6) 10d MIN TO BLK CLINCHED, TYPI- BLKG
II-2x4 BLK ES OF I3" MIN WIDE WEB FILLER
PER ES AT SB
II- SOLID BLKG
SB
1" MIN L9L/LSL AT -OIST
DEPTH 24"3" MIN GLB OR SOLID L9L/LSL AT -OIST DEPTH ! 24" 10d TN # 6"oc ES STGR (4 MIN)
BB
AA
2 S-007
60-08-04
OPNG
2x4 FLAT BLKG, UNOHGR TYP
CS16 x "2W" LENGTH STRAP AT ES OF OPNG GREATER THAN 24"x24" ON TOP OF SHTG 3" L9L TO MATCH I- DEPTH ES OF OPNG WHERE FRMG IS INTERRUPTED UNO4x HDR TO MATCH PEN TO MEMBER ATEDGE OF OPNGFOR 3 TIMES LENGTHOF OPNG -ST
DEPTH, 3" L9L AT DEPTH !11" UNO
,62/$7('23(N,N*%(7:((N)5$0,N*8372
&/26(/<63$&('23(N,N*6%(7:((N)5$0,N*
3/$N
23(N,N*7264
LOC OPNG BTWN FRMG, NO
ADDL OPNG WITHIN 48" ALL AROUND, WHEN CLOSER
OPNG OCCUR SEE
ROOF OR FLR -ST, DO NOT CUT, TYP
PEN ALL
AROUND
OPNG
STRAP PER -
FRAME OPNG PER - PEN TO CONT
FRMG FOR 2 TIMES 'L'
OPNG
OPNG
OPNG
AB
C
B
A
C
< 48"
XA M" 42
48" MAX
L
2/ W
XA M" 84
2/ W W
24" MAX
I- WEB STIFFENER, TYP
' W'
'L'
PEN TO CONT FRMG FOR 2 TIMES 'L'
2x6 W/ A35 EA END (USE 4x6 W/ HGR AT MECH E4UIP ATTACHMENT), TYP (4) SIDES OF OPNG
CONCENTRATED TOP CHORD LOADING
INCREASE FILLER WIDTH AS RE4D FOR ATTACHMENT OF
FACE MOUNTED HGR PER MFR RECOMMENDATIONS
FILLER AND FASTENERS PER I- MFR
PYT
" 2
PYT
" 2
" 2/ 1
SNUG TIGHT
" 2/ 1
SNUG TIGHT
LOAD
(OR PERPENDICULAR TOP FLANGE HANGER)
BEARING SUPPORT/LOAD
BOTTOM CHORD BEARING OR CONCENTRATED LOADING(OR PERPENDICULAR FACE FLANGE HANGER) MULTI IFASTENERS PER I- MFR(3) 16d FN STGR EA BLK7" WIDE (MIN) FILLER ES AT -ST OR BM HGR W/ " GAP AT TOP AT FACE MOUNTED HGR W/ " GAP AT BOT AT TOP FLANGE HGR. WIDEN FILLER
AT FACE MOUNT HANGERS
TO EXTEND 1" MIN ES OF HGR FLANGES CONDITION AT HEADERS/BMS
I- OR BEAMWEB STIFF AS RE
HGR
4D
INSTALL PER MFR
CONDITION FULL LENGTH
MULTI IFILLER PER I- MFR FASTENERS PER I- MFRENGR NOTE
TYPICALLY A SOLID MEMBER
OR A SOLID MEMBER WITH SHEATHING SHIMS
ENGINEER NOTE
CEILING -OIST SCHEDULE IS BASED ON LL = 10 PSF, DL = 10PSF, DF 2NOT FOR USE AT ATTICS WITH STORAGE PER 2016 CBC TABLE 1607.1, FOOTNOTES i & M FOR USE AT STORAGE SEE DETAIL 60-00-13B
-OIST SI=E
&(,/,N*-2,676&+('8/(
MAX SPAN HANGER IF RE4UIRED LEDGER IF RE4UIRED
2x8 # 16"oc
9'-0" 2x4 # 16"oc
2x6 # 16"oc
2x10 # 16"oc
12'-6"14'-0"19'-0"
LU24LU26LU28
LU210
2x4 W/ (2) 16d # 16"oc
2x6 W/ (3) 16d # 16"oc
2x8 W/ (4) 16d # 16"oc
2x10 W/ (5) 16d # 16"oc
N27(6
1. CEILING -OIST SCHEDULE IS BASED ON LL = 10 psf.2. WHERE LEDGERS ARE NAILED THROUGH WALL SHTG, USE 20d NAILS IN LIEU OF 16d NAILS.
3. PRO9IDE MIDSPAN BLOCKING AT 2x10 -OISTS.
MULTI I- / W/ INT NON LOAD BRG WALLCONT WEB FILLERS, TYP '%/-67$77<3,N7N2N/2$'%5* '%/-67237,2N$73/80%,N*:$// BLKG # 32"oc
STUDS PER FLR PEN
16d # 6"ocFLR SHTG-ST
SOLID BLKG PER
3 S-007
A
S-002
%/.*$77<3,N7N2N/2$'%5*3(572)50*%/:
I4x W/ A35
-
# 32"oc
& 12" FROM ENDS(MIN (2) ES)
2x6 FLATBLKG AT CLIP
ENGINEER NOTE
NO UPLIFT, -UST SLIDING. OTHERWISE USE 60-00-16.
MECH UNITCONNECT UNIT TO CURB PER MFR PRO9IDE 18GA = CLIP W/ (4) 10 TEK SCREWS TO MECH UNIT & (4) 10 TEK SCREWS TO CURB ALL SIDES, MIN
CURB PER MECHDWGS
"³x3" LAG BOLT # 24"oc &6" FROM ENDS (MIN (3) ES)
A
$7(N':$//25)8//+(,*+73$57,7,2N
A
SOLID BLK AT END OF BRACE PERPRO9IDE 2x12x12"WIDE WEB STIFFW/ (4) 16d T&B WALL PLY AS OCCURS(4) 16d - NO LAP
AT INT SW
PENCONT 3x BLKG
1 1
1 1
16d # 6"oc
ADD 2x4 FLAT
WHERE BRACE ISLONGER THAN 6'-0"
ROOF/FLR PEN TO BLK
SEE OTHER DETAILSFOR ROOF SLOPE
RAFTERS OR -OISTSPER PLAN2x12STIFF
ADD 2x4 FLAT W/ 16d #
6"oc WHERE BRACE ISLONGER THAN 6'-0"
(4) 16d
2x6 STRONGBACK AT EABRACE LINE W/ (2) 16d
AT EA -OIST
2x6 BRACE # 12'-0"oc EA WAY& # 6'-0"oc MAX FROM WALLSW/ (4) 16d AT EA -OIST
CLG -ST PER SCHED
SW AS OCCURSTO RUN THRU
H2.5A AT ALT -OISTSHGR PER SCHEDLEDGER W/ FASTENERS PER SCHED AND # 8"oc TO BLK CONT 3xBLKGPENWALLSHTG ASOCCURS
ENGINEER NOTE
FOR USE AT CLG WITH 20 PSF LL, UPDATESCHEDULE REFERENCE TO DETAIL 60-00-13. 60-00-13
LEDGER W/ FASTENERS PER SCHED AND # 8"oc TO BLK
FOR CLG -ST SCHED SEE
60-08-03
6 S-007
3 S-007
IRXUWKVWUHHW_VXLWH]VDQWDURVDFD
]IDMREQR
]IDFRP
FRS\ULJKW
1 'UDZLQJ7LWOH'UDZLQJ1R
6.$3URMHFW1XPEHU
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MLKJHGFE
D
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A
127(
,IWKLVGUDZLQJLVQRW[LWKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]HDQGWKHVFDOHVQRWHGRQGUDZLQJGHWDLOVDUHQRORQJHUDSSOLFDEOH ,668('(6&5,37,21
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'$7( 12
9/15/2021 5:51:23 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 TYPICAL I-JOIST 6 DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 1 I--OIST HOLES & BRIDGING 3/4" = 1'-0" 3 I--OIST BLOCKING 3/4" = 1'-0" 5 OPENING IN DIAPHRAGM
1 1/2" = 1'-0" 2 I--OIST WEB FILLER 1 1/2" = 1'-0" 4 MULTI I--OIST ASSEMBLY 12" = 1'-0" 6 CEILING -OIST SCHEDULE
3/4" = 1'-0" 8 INTERIOR WALL AT FLOOR FRAMING
1 1/2" = 1'-0" 7 MECHANICAL CURB DETAIL ABO9E I-/TRUSS 3/4" = 1'-0" 9 CEILING -OISTS (SPAN TO WALLS) AT EXTERIOR WALLS
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) )28N'$7,2N3/$N N27(6
3/$N/(*(N'
SYMBOL REFERENCE DETAIL DESCRIPTION
6 6
6
6
6 6
INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE.
DS
88 1
S-400
INDICATES STRUCTURAL WALL.INDICATES FOUNDATION. INDICATES DEPRESSED SLAB, SEE
ARCHITECTURAL AND PLUMBING DRAWINGS FOR
COMPLETE LOCATIONS, DEPTH AND SLOPE INFORMATION. INDICATES STEP IN ELEINDICATES GRIDLINE. 9ATION, SEE
ARCHITECTURAL DRAWINGS.
INDICATES ELE9ATION.
10'-0"
A
INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. &)
)
INDICATES CONTINUOUS FOOTING SI=E AND REINFORCING PER SCHEDULE. CF18 TYP UNOINDICATES PAD FOOTING SI=E AND REINFORCING PER SCHEDULE.
A
20'-0"
ST INDICATES STRAPPED SHEAR WALL WITH TYPE AND O9ERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS.
666
INDICATES WOOD POST.
6
$66
6
INDICATES STEEL COLUMN.
%6
6
1. REFER TO SHEETS 6 - 6 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PRO9IDED FOR THE CONTRACTOR'S CON9ENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABO9E ARE APPLICABLE AND SHALL BE FOLLOWED.
2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.
NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PRO9IDE LONGER ANCHOR BOLTS AT CURBS PER (6.
4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS SHALL BE
SHEATHED AS SHEAR WALL TYPE
$
PER SHEAR WALL SCHEDULE, UNO.
5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO 9ERTICAL OR HORI=ONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PRO9IDE FURRING AND/OR THICKENED CONCRETE WHERE RE4UIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS.
PIPES THROUGH FOOTINGS SHALL BE PER AND .PIPES PARALLEL TO FOOTINGS SHALL BE PER .PIPES AT SLAB ON GRADE SHALL BE PER .PIPES THROUGH WOOD FRAMING SHALL BE PER AND .
6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CI9IL, ARCHITECTURAL AND LANDSCAPE DRAWINGS. STEP FOOTING PER .
ENG NOTE
MATCH ARCH GRID BUBBLE SYMBOL(S) DELTE OTHER SYMBOL IF NOT USED 6+($5:$//6&+('8/(
SW APA RATED
SHEATHING
NAILING
(PEN)
REMARKS
" (32/16) EXP 1 10d # 6"oc 32"oc
" (32/16) EXP 1" (32/16) EXP 1 10d # 3"oc
" (32/16) EXP 1 10d # 2"oc
3x MIN AT
ALL AD-OINING
PANEL EDGES
10d # 4"oc
ANCHORAGE
"³ BOLT FDN AT FRAMING
2x SILL 3x SILL
48"oc
24"oc 32"oc
24"oc16"oc
16"oc
6"oc4"oc3"oc
(2) ROWS # 4"oc
16"oc10"oc8"oc6"oc
16d A35 SDS
24"oc16"oc8"oc8"oc -
2x SILL
SDSx4". 3x SILL
SDSx6". FOR SDS # 6"oc OR LESS, PRO9IDE 4x BLKG BLW.
AB
CD
AA
BB
CC
1 12 23 34 4
HSS6x4x
HSS6x4x
HSS4x4x
5x9 PSL
5x9 PSL
HSS6x4x
HSS4x4x
HSS5x5x
D ST
20'-6"
12'-8"
D
30'-0"
D
20'-6"
ST C
B
16'-0"
ST
10'-6"
B
22'-6"
C
36'-0"
C
HDU8
HDU4
1 S-500 BBBBBBBBBBB
6 S-500 BBBBBBBBBBB
2 S-500 BBBBBBBBBBB HDU4 HDU8
HDU2
HDU5HDU4
HSS4x4x
HSS6x4x
HSS5x5x
HSS5x5x HSS5x5x
HSS5x5x
HSS5x5x
HSS5x5x
HSS5x5x
HSS5x5x
HSS5x5x
HSS6x6x
HSS5x5x
HSS5x5x
HSS6x6x
HSS5x5x
3 S-500 BBBBBBBBBBB HSS5x5x
HSS5x5x
HSS5x5x BBBBBBBBBBB 1
S-400 BBBBBBBBBBB 2
S-400
&)
2N &)7<38
) )
) )
)
)
)
)
A.6A.6
B.4B.4
HDU4
&)
&)
&)
)
&)
8 S-500 BBBBBBBBBBB AT APP BAY DOOR TYP
11 S-500 BBBBBBBBBBB 11
S-500 BBBBBBBBBBB
5 S-500 BBBBBBBBBBB 5S-500 BBBBBBBBBBB
7 S-500 BBBBBBBBBBB AT PERIMETER
WALL TYP UNO
9 S-500 BBBBBBBBBBB
4 S-500 BBBBBBBBBBB AT HSS IN PERIMETER WALL TYP UNO
6 S-500 BBBBBBBBBBB AT HSS IN INT WALL TYP UNO
6 S-500 BBBBBBBBBBB NI M" 42
HSS5x5x
HDU8
DS
DS
DS
DS
DS
FOC = FACE OF FINISHES THIS LINE
10 S-500 BBBBBBBBBBB 10
S-500 BBBBBBBBBBB TYP AT
ELE9ATOR
PIT
SLAB CORNER REINF PER TYP 1
S-004
TYPICAL STRUCTURAL WALL BLOCKING FOR
ALL GRAB BAR, HANDRAIL, SHOWER SEAT, AND OTHER ARCHITECTURAL (A), MECHANICAL (M), ELECTRICAL (E), OR PLUMBING (P) ATTACHMENTS SHALL BE 4x MINIMUM x WALL WIDTH STUD BLOCKS WITH A34 TOP AND BOTTOM, EACH END TYPICAL
12 S-504
HSS5x5x
MU = 705
MU = 1870
MU = 590
MU = 10564
MU = 2159
6x10 POST
) )
SDUTSLLA WLSL 9x 1
1x9 LSL WALL STUDS
P1
12 S-502 BBBBBBBBBBB AT TOP OF
WING WALL
P1
P1
MU = 108 EA
MU = 225
P1
ENCLOSURE
AND SLAB BY
OTHERS
P1
AA
BB
CC
1 12 23 34 4
A.6A.6
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INDICATES CURBINDICATES POLISHED CONCRETE, SAD
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9/15/2021 5:51:24 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 FOUNDATION PLAN 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 &2N7,N8286)227,N*6&+('8/( MARK 'b' 'd' REINF 'a' NOTES CF18 18" 24" (2) 5 T&B PRO9IDE 3 TIES # 24"oc CF24 24" 24" (3) 5 T&B PRO9IDE 3 TIES # 24"oc 3$')227,N*6&+('8/( MARK SI=E REINFORCING F3.0 3'-0" S4 x 24" DEEP (4) 5 T&B EW F4.0 4'-0" S4 x 24" DEEP (7) 5 T&B EW NORTH FOUNDATION PLAN 1/8" = 1'-0" CURB PLAN 1" = 20'-0"
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'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) )5$0,N*3/$N N27(6
3/$N/(*(N'
SYMBOL REFERENCE DETAIL DESCRIPTION
6
6
. . . . .
INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. 88 1
S-400
INDICATES STRUCTURAL WALL ABO9E.
INDICATES APPROXIMATE LOCATION, SI=E AND INDICATES GRIDLINE.MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION.INDICATES STEP IN ELE9ATION, SEE INDICATES ELEARCHITECTURAL DRAWINGS. 9ATION.
10'-0"
A
INDICATES WOOD POST. INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. INDICATES STEEL COLUMN.
A
20'-0"
ST INDICATES STRAPPED SHEAR WALL WITH TYPE AND O9ERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS.
INDICATES LEDGER. SEE PLAN FOR SI=E AND
INDICATES STRUCTURAL WALL.
ANCHORAGE.
A
4'-0" A
INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROINDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. 9IDE SPLICE TYPE
$
IF NOT NOTED ON
PLANS.
MU
1,000
INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. INDICATES HANGER. 666%66$6666$6666 INDICATES GLULAM BEAM SI=E AND CAMBER. WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 3x12 GLB C=1" $6
1. REFER TO SHEETS 6 - 6 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PRO9IDED FOR THE CONTRACTOR'S CON9ENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABO9E ARE APPLICABLE AND SHALL BE FOLLOWED.
2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS.
PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER .PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER . 7233/$7(63/,&(6&+('8/(
MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2)
(12) 16d PER 4'-0" MIN LAP MSTC28(22) 16d PER 4'-0" MIN LAP(26) 16d PER 6'-0" MIN LAP MSTC52(32) 16d PER 6'-0" MIN LAP MSTC66(36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE MSTC40MSTC40 EA SIDE
AB
CD
E
F
(50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE G
(44) 16d PER 8'-0" MIN LAP
N/A MSTC66 EA SIDE H
7,(675$36&+('8/(
MARK STRAP
MIN. NAILINGES OF CASE 1 CASE 2
MAX. NAIL SPACING
EL RL
MIN. END
LENGTH
(EL)
(SEE NOTES 1 & 2)
CS16CS14
CMSTC16
CMST14CMST12
(10) 10d(13) 10d(25) 10d(33) 10d(43) 10d
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
10d # 4"oc
STGR
10d # 4"oc
STGR
10d # 3"oc
STGR
10d # 3"oc
STGR
10d #
3"oc STGR
12"16"24"32"48"
10d # 4"oc
STGR
10d # 4"oc
STGR
10d # 3"oc
STGR
10d # 3"oc
10d
STGR
#
3"oc STGR
1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE AB
CD
E
END LENGTH (EL) IS NOTED, SEE CASE 2.
AA
BB
CC
1 12 23 34 4
STAIR BY OTHERS
HSS3x3x
11 -T 3I #06 61 o" c
HSS10x6x
BRG WALL BLW
HDR TYP
HSS5x5x
HSS5x5x
W10x33
W10x33
W10x45
W10x45
W10x45 W10x45 OPEN
OPEN
OPEN
16'-4"
B
6'-0"
B
12'-8"
B
4'-0"
A 7'-4"
A
7'-4"
A 6'-9"
A
6'-0"
A 10'-0"
A
20'-6"
C
35'-0"
A
HDU2EE HDU2EE HDU2EE HDU2EE HDU2EE HDU2EE
HDU5
HDU4 EE HDU5 EE HDU4 EE
OPEN
4 S-501 BBBBBBBBBBB
2 S-501 BBBBBBBBBBB
1 S-501 BBBBBBBBBBB
2 S-501 BBBBBBBBBBB W8x28
x15 GLB 6
HSS10x6x
C15x33.9
C15x33.9
C15x33.9 BRG WALL BLW
3x11 L9L W8x28 3x11 L9L
3x11 L9L 3x11 L9L
3x11 L9L
L9 L x11 3
L9 L x11 3
W10x45
1 S-505 BBBBBBBBBBB
1 S-501 BBBBBBBBBBB
1 S-501 BBBBBBBBBBB
1 S-501 BBBBBBBBBBB
4 S-501 BBBBBBBBBBB
W10x45
HSS8x4x
HSS8x4x
HSS8x4x
HSS8x4x
3 S-501 BBBBBBBBBBB
1 S-501 BBBBBBBBBBB BBBBBBBBBBB 1S-400 BBBBBBBBBBB 2
S-400
2x8 PTDF # 16"oc
3x11 L9L
L9 L x11 3
3x11 L9L
3x11 L9L
A.6A.6
B.4B.4
2 S-502 BBBBBBBBBBB TYP UNO
6 S-502 BBBBBBBBBBB TYP UNO
FLR SHTG PER AS-002
10'-0"
A
14'-4"
A E
B TYP THIS LINE
B TYP THIS
LINE
E
HDU2EE
14 S-501 BBBBBBBBBBB
7 S-501 BBBBBBBBBBB
7 S-501 BBBBBBBBBBB 3'-0" A 3'-0" A 3'-0" A 3'-0"
12 S-501
ABBBBBBBBBBB 15 S-501 BBBBBBBBBBB 12 S-501 BBBBBBBBBBB 15 S-501 BBBBBBBBBBB 11 S-502 BBBBBBBBBBB 11 S-502 BBBBBBBBBBB DS
AB9
AT CANOPY AS-506
10 S-504
TYP THIS LINE
SIM
8 S-007 BBBBBBBBBBB TYP
AB9
BLW 3S-506
TYP THIS LINE
5 S-501 BBBBBBBBBBB TYP T-I TO WF
7 S-501 BBBBBBBBBBB
7 S-501 BBBBBBBBBBB
7 S-501 BBBBBBBBBBB
7 S-501 BBBBBBBBBBB
5x11 PSL
" 0-' 02
ECI LPS dPOT ON
" 0-' 02
DO NOT SPLICE RIM
L9 L x11 3
3x11 L9L
2x8 # 16"oc 16
S-501 BBBBBBBBBBB TYP AT DS
7 S-501 BBBBBBBBBBB
6 S-502 BBBBBBBBBBB SIM
MU = 260
HSS4x4x AB9
L90 T&B EE OF GLB
3x11 L9L
3x11 L9L
3x11 L9L
3x11 L9L
3x11 L9L
3x11 L9L 3x11 L9L
3x11 L9L
11 S-501 BBBBBBBBBBB SIM
11 S-501 BBBBBBBBBBB 11
S-501 BBBBBBBBBBB 11
S-501 BBBBBBBBBBB SIM
11 S-501 BBBBBBBBBBB 11 S-501 BBBBBBBBBBB
3x11 L9L
3x11 L9L
6 S-502 BBBBBBBBBBB 6x6 AB9
6 S-503 BLW
9 S-501 BBBBBBBBBBBHD AB9 STL COL, TYP
6 S-506
EE
2 S-502 BBBBBBBBBBB SIM
2 S-502 BBBBBBBBBBB SIM
SIM
c BM c BM
4'-6" C
4'-6" C
SIM
SIM
24"
11 S-501 BBBBBBBBBBB P1
P1
MU = 80
P1
HSS5x5x
HSS5x5x
6+($5:$//6&+('8/(
SW APA RATED
SHEATHING
NAILING
(PEN)
REMARKS
" (32/16) EXP 1 10d # 6"oc 32"oc" (32/16) EXP 1" (32/16) EXP 1 10d # 3"oc" (32/16) EXP 1 10d # 2"oc 3x MIN AT
ALL AD-OINING
PANEL EDGES
10d # 4"oc
ANCHORAGE
"³ BOLT FDN AT FRAMING
2x SILL 3x SILL
48"oc
24"oc 32"oc
24"oc16"oc
16"oc
6"oc4"oc3"oc
(2) ROWS # 4"oc
16"oc10"oc8"oc6"oc
16d A35 SDS
24"oc16"oc8"oc8"oc -
2x SILL
SDSx4". 3x SILL
SDSx6". FOR SDS # 6"oc OR LESS, PRO9IDE 4x BLKG BLW.
AB
CD
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9/15/2021 5:51:24 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 SECOND FLOOR FRAMING PLAN 6 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 NORTH SECOND FLOOR FRAMING PLAN 1/8" = 1'-0"
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5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) A
A
BB
CC
1 12 23 34 4
x21 GLB5
1 1x
1 9L
#L
42 "
co
x4
21 ES
EL
TC
TS
UR
TC
RU
LA #
84 "
co
5 S-503 BBBBBBBBBBB 1
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G
N
I
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D
H
C
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A
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E
P
T
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O
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L
N
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C
O
L
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E
G
G
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E
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E
B
O
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T
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1 BBBBBBBBBBB 1
S-400 BBBBBBBBBBB 2
S-400
6x10
6x10
OH
17 S-503 BBBBBBBBBBB 16
S-503 BBBBBBBBBBB 17 S-503 BBBBBBBBBBB A91 ET ON $6 REP GTHS FR B
9 1
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R
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P
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S-503 BBBBBBBBBBB 3x6 # 24"oc
3 S-503 BBBBBBBBBBB
6x10
6x109S-503 BBBBBBBBBBB 10 S-503 BBBBBBBBBBB 14
S-503 BBBBBBBBBBB 8
S-503 BBBBBBBBBBB 15 S-503 BBBBBBBBBBB A.6
A.6
B.4B.4
12 S-501 BBBBBBBBBBB 12 S-501 BBBBBBBBBBB 2S-503 BBBBBBBBBBB 2S-503 BBBBBBBBBBB 4 S-503 BBBBBBBBBBB 4S-503 BBBBBBBBBBB 14 S-503 BBBBBBBBBBB 13 S-503 BBBBBBBBBBB 11
S-503 BBBBBBBBBBB 12 S-503 BBBBBBBBBBB 13 S-503 BBBBBBBBBBB 11 S-503 BBBBBBBBBBB 12 S-503 BBBBBBBBBBB 11 S-503 BBBBBBBBBBB 11 S-503 BBBBBBBBBBB 12 S-503 BBBBBBBBBBB 12 S-503 BBBBBBBBBBB 6'-0" D 4x6 SLEEPERS # 48"oc 4x6 SLEEPERS # 48"oc DBL -ST DBL -ST MU = 260 MU = 105 DBL -ST DBL -ST MU = 150 DBL -ST DBL -ST MU = 65 DBL -ST DBL -ST ONE PIECE TOP d ONE PIECE TOP d
SIM SIM C-T
x21 GLB CONT5
x21 GLB CONT5
E TYP THIS
LINE
E TYP THIS
LINE
L
S
R
E
G
G
I
R
T
U
O
T
A
P
Y
T
N
I
M
L
2 4x8 4x8
4x8 4x8
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SIM CC4
SIM ECC4OFFSET NORTH
14 S-503 BBBBBBBBBBB P1 DBL -ST DBL -ST
)5$0,N*3/$N N27(6
3/$N/(*(N'
SYMBOL REFERENCE DETAIL DESCRIPTION
6
6
. . . . .
INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. 88 1
S-400
INDICATES STRUCTURAL WALL ABO9E.INDICATES APPROXIMATE LOCATION, SI=E AND INDICATES GRIDLINE.MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION.
INDICATES STEP IN ELE9ATION, SEE INDICATES ELE
ARCHITECTURAL DRAWINGS.
9ATION.
10'-0"
A
INDICATES WOOD POST. INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. INDICATES STEEL COLUMN.
A
20'-0"
ST INDICATES STRAPPED SHEAR WALL WITH TYPE AND O9ERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS.INDICATES LEDGER. SEE PLAN FOR SI=E AND INDICATES STRUCTURAL WALL.
ANCHORAGE.
A
4'-0" A
INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROINDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. 9IDE SPLICE TYPE
$
IF NOT NOTED ON
PLANS.
MU
1,000
INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. INDICATES HANGER. 666%66$6666$6666 INDICATES GLULAM BEAM SI=E AND CAMBER.
WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 3x12 GLB C=1" $6
1. REFER TO SHEETS 6 - 6 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PRO9IDED FOR THE CONTRACTOR'S CON9ENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABO9E ARE APPLICABLE AND SHALL BE FOLLOWED.
2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS.
PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER .PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER . 7233/$7(63/,&(6&+('8/(
MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2)
(12) 16d PER 4'-0" MIN LAP MSTC28(22) 16d PER 4'-0" MIN LAP(26) 16d PER 6'-0" MIN LAP MSTC52(32) 16d PER 6'-0" MIN LAP MSTC66(36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE MSTC40MSTC40 EA SIDE
AB
CD
E
F
(50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE G
(44) 16d PER 8'-0" MIN LAP
N/A MSTC66 EA SIDE H
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9/15/2021 5:51:24 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 ROOF FRAMING PLAN 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 NORTH ROOF FRAMING PLAN 1/8" = 1'-0"
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5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
1. ELE9ATIONS ARE SCHEMATIC. SEE PLANS FOR ADDITIONAL
INFORMATION.
2. SEE PLANS FOR ALL COLUMN AND BEAM SI=ES.
3. SEE SHEET 6 FOR BRACED FRAME DETAILS.
4. SAD FOR FRAMING HEIGHTS, BEAM SLOPES AND ALL
DIMENSIONS.
)5$0((/(9$7,25. NO COLUMN SPLICES PERMITTED EXCEPT WHERE NOTED.
N N27(6
1 2 3 4
HSS5x5x
HSS5x5x
HSS5x5x HSS5x5x
HSS5x5x HSS5x5x
6x12
HSS10x6x HSS10x6x
HSS6x4x HSS6x4x HSS6x4x
6x10 6x10
1 S-501 BBBBBBBBBBB 3S-503 BBBBBBBBBBB 1S-503 BBBBBBBBBBB 7 S-502 EE 7S-502 EE
17 S-503
8 S-502
TYP
11 S-501 SIM
11 S-501 SIM
11 S-006
HD TO WD POST BLW, TYP
8 S-501
HD TO STL BM BLW, TYP
9 S-501
HD TO STL POST BLW, TYP
12 S-006
HD TO
WD BM
BLW, TYP
4 S-503 BBBBBBBBBBB 2S-503 BBBBBBBBBBB 9
S-502 EE
A35 ES POST
TO OUTRIGGER
12"
MSTA36
MSTA36
12"
HSS6x4x
A B C
6x12 HSS4x4x
HSS5x5x HSS5x5x
HSS5x5x
HSS5x5x
HSS5x5x
9 AB HSS4x4x
HSS5x5x
A.6 B.4
OPEN
CS16
CMSTC16
3 S-503
14 S-503 BBBBBBBBBBB 10
S-503 BBBBBBBBBBB 9
S-503 BBBBBBBBBBB 8S-503 BBBBBBBBBBB 9
S-501
13 S-501
5x11 PSL
MST40
CANOPY
13 S-501 SIM COL
ALIGN
11 S-503 BBBBBBBBBBB 6x10 6x10
9 S-502
9 S-502
13 S-503
8 S-502 EE
CURB SAD
36", MAX
THREE-DIMENSIONAL 9IEWS SHOWN IN THESE PLANS ARE FOR CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS TAKE PRECEDENCE O9ER THREE-DIMENSIONAL 9IEWS. IRXUWKVWUHHW_VXLWH]VDQWDURVDFD
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9/15/2021 5:51:26 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 ELEVATIONS & 6 SCHEDULES 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 1/8" = 1'-0" 1 WEST FRAMING ELE9ATION1/8" = 1'-0" 2 SOUTH FRAMING ELE9ATION 3 3D 9IEW4 3D 9IEW
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09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
STUDS PER NO ON PLAN
ANDOR SW SCHED
SEE SW SCHED FOR 3x SILL d & AB SPCG AT SW2x PTDF SILL d UNO W/
BOLTS PER UNO
(2) 4 CONT
CONC SLAB
2x6 x 12" KEY # 24"oc
WALL SHTG ORSW PER PLAN &SW SCHED -WALL PEN(2) 4 # 18"oc AT CURBEXT SLAB, SAD c CURB, STUD
OT" 6
BALS
GF OT" 8
DAS
d WASHER PER -
AT SW
FG
REINF 'a', WHERE (4) OR MORE BARS ARE USED PRO9IDE 3 # 32"oc UNO & 3 AS RE4D TO SUPPORT
ADDL TOP BAR 'b'
NI M" 42
' d'
RL C" 3
CONT 44 # 24"oc
B
S-002
B
S-002
B
S-002
A
S-002
E
S-001
SAD
FO FIN = EDGE OF SLAB = FO FTGEXT FIN, SAD
SAD
5"
MIN
MIN 1" L9L/LSL SILL d, AWPA UC2 OR GREATER PRESER9ATI9E TREATMENT, OR RIPPED SOLID SAWN PTDF W/ CUT FACE FIELD TREATED, 3x AS OCCURS AT SW PER SW SCHED 24"
36" MAX CURB HT AS OCCURS. PRO9IDE 4 # 12"oc EW EF
2" MIN
3" MAX CLR
2" MIN
3" MAX CLR
P2
24"
"R OR THRESHOLD
ANGLE, SAD
EXT SLAB, SAD"³ x 32" SMOOTH ROD # 16"oc AT DOOR OPNG (3 MIN) DOOR, SAD 4 # 24"ocCONC SLAB PER PLAN
4 CONT
FOR INFORMATION NOT NOTED SEE 1
S-500
SAD
1 DAS
FTG BYD
c 2X6 WALL
AB9, HSS
WALL BYNDSTL POST PER PLAN
d W/ (2) AB ³ W/ WASHER dx3 S4
(SEE BASE d OPTIONS)
1" HSG
SE" 4/ 1 c
1 1/2" 2" SE" 4/ 1
SE" 4/ 1 " 2 " 4 " 2/ 1 1
c
c c
%$6(3/$7(237,2N6
3/$N9,(:
$7&25N(5 $7(N'
1/2" MAX
1 1/2"
2"
WD SILLAB
DAS
FG
6 1/2"
FOR INFORMATION NOT NOTED SEE
A
B C
1 S-500
DEB ME" 81
4 ES OF AB
5"
2" CLR
24"
'b'
4 # 24"oc
FOR INFORMATION NOT NOTED SEE
ENGINEER NOTE
COORDINATE SLAB DOWEL SPACING .
1 S-500
BALS" 21
' 'd
XA M" 41
DAS
4 # 12"oc EW AT
MID-DEPTH SLAB
4 # 12"oc
24"
DEPRESSED SLAB
AS OCCURS
4 # 24"oc ALT BENDS EXCEPT AT DWL -T
FOR INFORMATION NOT NOTED SEE
ENGINEER NOTE
COORDINATE SLAB DOWEL SPACING.
APP BAY LI9ING
1 S-500
"³ x 32" SMOOTH ROD # 16"oc AT DOOR OPNG (3 MIN)
CONC SLAB PER PLAN
CONT FTG BYND
DBL HSS COL
A
A
1/2" TYP
c HSS, d & AB
PER PLAN
SAD SAD
(3) "³ x 12" WHSFOUR FOLD DOOR FRAME SAD
%(7:((N'2256
(3) SIDES TYP
MIN 1 1/2"
d TYP
FOR INFORMATION NOT NOTED SEE 5
S-500
SLOPE, SAD
8" 8"
24"
GRATING, SPDSLAB PER PLAN
4 TO MATCH SLABREINF SPCG(2) 4 CONTTRENCH DRAIN, SPD
SPD
DAS
NI M
" 9
c FTG, WALL, COL
CONT FTG BYNDPAD FTG
FOR INFORMATION NOT NOTED SEE 4
S-500
APP BAY LI9ING
(2) 4 AT HSS COL
5"
2 S-500
EXT PA9ING, SAD
CURB BEYONDSTOREFRONTDEPRESSED SLAB, SAD
FOR INFORMATION NOT NOTED SEE
FO STOREFRONT = EDGE OF SLAB
1 S-500
8 S-500
FOR INFORMATION NOT NOTED SEE 1
S-500
8 S-500
CURB BYND FOUR FOLD DOOR
SAD
3/$N9,(:
NI M" 81
RL C" 3
3" CLR
PER PLAN
FIN EDGES OF -OINT
W/ "R TOOL
4 x 48" ES d W/ (4) AB³ W/ DBL NUTS
1" HSG SUBGRADE
PER PAD FTG SCHEDFTG BYND AS OCCURS W/ REINF CONT THRU
COL
c FTG & COL
24" S4 MIN BLOCKOUT
4" MIN
TYP 1 1/2"TYP 1 1/2"
A
A
DEB ME
" 21
2" MIN3" MAX
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9/15/2021 5:51:26 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 FOUNDATION DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 1 TYPICAL EXTERIOR FOOTING
3/4" = 1'-0" 8 SLAB EDGE AT O9ERHEAD DOOR
3/4" = 1'-0" 4 HSS COLUMN AT EXTERIOR FOOTING WITH CURB 3/4" = 1'-0" 3 INTERIOR FOOTING AT ELE9ATOR PIT3/4" = 1'-0" 2 INTERIOR FOOTING AT CURB 3/4" = 1'-0" 7 COLUMN AT 4-FOLD DOORS
3/4" = 1'-0" 11 TRENCH DRAIN
3/4" = 1'-0" 6 HSS COLUMN AT INTERIOR FOOTING WITH CURB 3/4" = 1'-0" 9 FOOTING AT ENTRY 3/4" = 1'-0" 10 SLAB EDGE AT FOUR FOLD DOOR
&2N7,N8286)227,N*6&+('8/(
MARK 'b' 'd' REINF 'a' NOTES
CF18 18" 24" (2) 5 T&B PRO9IDE 3 TIES # 24"oc
CF24 24" 24" (3) 5 T&B PRO9IDE 3 TIES # 24"oc
3/4" = 1'-0" 5 HSS COLUMN PAD FOOTING
3$')227,N*6&+('8/(
MARK SI=E REINFORCING
F3.0 3'-0" S4 x 24" DEEP (4) 5 T&B EW
F4.0 4'-0" S4 x 24" DEEP (7) 5 T&B EW
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5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
DBL TOP PLATES SPLICE
PER
FLOOR SHTG
WALL SHTG OR SW PER SCHEDSTUDS PER BLWWALL PENWALL PENSTUDS IFLOOR PEN
L9L CONT RIM W/ A35 PER SW SCHED SPCG FOR SW BLW AT SW
ABO9E. A35 # 24"oc MAX OTHERWISE
16d PER SW SCHED
(2) 16d ES I- TO TOP d
HDR AS OCCURS
5 S-006
FLR PEN TO SOLID BLKGSOLID BLKG # 48"oc W/
(2) 16d TN ES PER
IFOR INFORMATION
NOT NOTED SEE
3 S-007
1 S-501
6" MIN
IF BLKG IS LESS THAN 12" PROI9DE
ADDL BAY + LSTA 12
-ST
WALL PEN
WALL AB9 AS OCCURS
FLR PEN
STUDS
SW
HDR AS OCCURS
FLR SHTG
L9L CONT RIM W/ A35
PER SW SCHED FOR WALL BLW
SOLID BLKG # 48"oc W/ FLR PEN TO SOLID BLK
(2) 16d TN ES PER
DBL TOP d SPLICE PER UNO
5 S-006
3 S-007
FOR INFORMATION NOT NOTED SEE 2
S-501
SHTG PEN SOLID BLKG PER
STUDS
(2) 16d EA SIDE I- TO d
I- WEB STIFF
3 S-007
FOR INFORMATION NOT NOTED SEE 1
S-501
BM PER PLANNOTCH BM FORFLUSH BOT ASRE4UIRED(2) "³ MBCOL PER PLAN d"xBM WIDTH + "
d"
d"
NI M" 2/ 1
1 1/4" 6"
1 1/4"
3"4"
TYP
TYP
AB
A
B
9SH AT TOP
c Ic BLK
"³ MB
"³ MB AT c BLK
I4x8 BLK W/ A35 ES EA END
-
ANGLE BRACE
PER .
2x12 FLAT BLK W/(10) 10d CLINCHEDON 2x SIDE
N27(
IF ANGLE BRACE ALIGNS W/BEAM OR I-, DELETE 4x8 & BOLTTHROUGH DIRECTLY PER AB9 4 S-502
2x TRIM STUD ES W/ WALL PENCOL PER PLAN W/ TRIM STUD ESPERWALL PEN TO EA TRIM STUD CONN PER 6
S-502
6 S-006
CONT BM
AS OCCURS
4" 3" 1 1/2" 1 1/2" 3" 4"
d " x COL
WIDTH + " CENTERED ON COL
(4) "³ MB
AT c d
N27(
NO TOP PLATE SPLICESWITHIN 24" ES OF COL
1 1 2/ "
3" 2"
M NI
RF PEN TO BLKG OR TO RAFTERS
ADD (2) 4x BLK OR
RAFTERS AT COL
AS RE4D d " x COL WIDTH + "
CENTERED ON COL
(4) "³ MB AT c d
DBL TOP dTRIM STUD ES PER HSS PER PLAN OR ELE9
A35 ES
6 S-006
FLAT FRMG
SLOPED FRMG
ALIGNED L9L AS OCCURS
1 1/2"
TYP TYP
3" 1 1/2"
TYP
1/4" TYP
c BOLTS
& COL
d " W/ (4)
" ³ MB
CORNER
HOLDOWN, CENTER ON BM FLANGE
NI M" 1
C-P
STL BM PER PLAN
60-00-08
FOR INFORMATION NOT NOTED SEE
THREADED ROD
A35 ES T&B AT
HDU8 & LARGER
11 S-006
6x BLK TO MATCH HD POST AB9A35 ES T&B
COUPLER
INFILL STUDS OR SHAPED 6x AS RE4D
FOR ARCH FINISHES
NAILER PER T&B
6 S-006
FULL DPETH BLK x POST WIDTH
FOR INFORMATION NOT NOTED SEE
DTT2= CAPACITY = 1800
1 S-501
-ST & HGRPER PLAN
2x8 PTDF LEDGER W/ "³
MB & DECK2WALL SPACERS # 24"oc MAX STGR
DTT2= # 48"oc
ALIGN -OISTS OR BLKG
2x NAILER PER I- MFR
A
A
3/4"
2 1/2"
2 1/2"
5" MIN
8" MAX
LEDGER ATTACHMENT STGR
IPE DECKING, SAD
7 S-501
HSS BM AS OCCURS
WF BM AS OCCCURS
DAS
HSS BM TO COL
4" EMBED
NAILER
CMSTC16
C
B
A
A B
C
1 1/2"
TYP TYP
3" 1 1/2"
TYP
1/4" TYP
c BOLTS
& COL
1 1/2"
TYP
TYP
3"
1 1/2"
TYP
d " W/ (4) " ³ MB
d " W/ (4) "
³ LAG SCREWS
PEN16d 2x6xNOTCH 24" MIN
# 3"oc
NOTCH PLY
AT BASE d
MIN
(2) 2x STUDS W/ WALL PEN
3" MIN
FOR INFORMATION NOT NOTED SEE 11
S-501
STRAP
PER HOLDOWN
OFFSET 3"MAX
4"
CAP d 1"x COL WIDTH + "
d WASHER PER
FOR INFORMATION NOT NOTED SEE 7
S-005
HOLDOWN TRIM STUDS
AS OCCUR
SHEATHING
PRO9IDE ADDL 2x STUDS WITH WALL PEN TO POST AS RE4 FOR OFFSET 7 S-005
11 S-501
d ES OF HD BOLT 1
1
6x BLKG AT POST
MSTA24 # 48" oc RF PEN
RF SHTG
bf -OIST ITS HGR ES
WF GIRDER
FULL DEPTH LSL BLKG ES # 48"oc
RF SHTG
PERPENDICULAR -OIST
PARALLEL -OIST
BM GA
(2) ROWS PEN - STAGGER
3x d TO MATCH BM WIDTHW/ "³ MB CSK # 48"oc
STGR, UNO
FOR INFORMATION NOT NOTED SEE 11
S-501
PRO9IDE (2) BAYS
OF 4x BLKG ES OF COL W/ MSTA24
2x8 MIN LEDGER W/ (3)16d #16"oc, SPLICE PER PLAN &
HU HGR
FLR PEN
5 S-006
L9L
XA M" 2
DAS
FLUSH WEB NAILER
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9/15/2021 5:51:27 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 WOOD FLOOR DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 1 FLOOR FRAMING AT EXTERIOR WALL3/4" = 1'-0" 2 FLOOR FRAMING AT EXTERIOR WALL3/4" = 1'-0" 43/4" = 1'-0"
INTERIOR SHEAR WALL
3 INTERIOR BEARING WALL
3/4" = 1'-0" 10 BEAM CONNECTION AT HSS COLUMN
3/4" = 1'-0" 6 ANGLE BRACE AT I- FRAMING3/4" = 1'-0" 7 W BEAM AT WALL FRAMING 3/4" = 1'-0" 11 HSS COLUMN AT TOP PLATE
3/4" = 1'-0" 8 HOLDOWN TO STEEL BEAM
3/4" = 1'-0" 14 DECK FRAMING AT EXTERIOR WALL3/4" = 1'-0" 153/4" = 1'-0"
HSS COLUMN STAIR SUPPORT
13 NON ALIGNED HSS FLR TO FLR
3/4" = 1'-0" 9 TYPICAL HOLDOWN POST ABO9E HSS COL
1" = 1'-0" 5 I--OIST TO STEEL BEAM
3/4" = 1'-0" 12 STRAPS AT HSS COLUMN AT TOP PLATE 3/4" = 1'-0" 16 DEPRESSED 2ND FLOOR AT SHOWER
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5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) SEE FOR CONN d, BOLTS, & WELD
FULL DEPTH CONN dCOPE LOWER FLANGE ASRE4D FOR INSTALLATION
BM WHERE OCCURS
3" TYP
MIN R
R MIN
TYP
" R R MIN
1 S-502 BBBBBBBBBBB PARTIAL DEPTH STIFF d TYP,
UNO d TO BE SAME THICKNESS (t) AS BM WEB ("
MIN, " MAX), " MAX AT W40. MATCH WIDTH OF BM FLANGE. CHAMFER d AT BM FILLETS,
TYP (NO WELD AT FILLETS)
(" MIN, " MAX)
FULL DEPTH STIFF/CONN dWHERE NOTED
k det
t-" 3-8
k det
k1
STIFF d ES WHERE NOTED
1 MAX
1
TOP CONN SEEdx5 S4 OR FULL DEPTH
STIFF d PER OTHER DETAILS
L3x3x BRACE
MB³
"
2 3" 2"
6 S-501 BBBBBBBBBBB 2"
c BM
LIMITS OF OPENINGS
TYPE I
b = 1/5d MAX
SPACED A MINIMUM OF 2d APART
TYPE II
b = 2/3d MAX
SPACED A MINIMUM 2d APART
'
d
'
f
t
'
b
'
N
I
M
'
k
'
'
b
'
pt
c OPNG
tw = BM WEBTHICKNESS
STD PIPE x FLANGE WIDTH - SPACE HOLES 2d MIN
TYPE I DRILLED HOLESMAY BE LOCATED ANYWHEREIN DEPTH AND WITHIN THEMID OF THE BM SPAN. bf = BM FLANGE WIDTH
TYPE IITYPE I
(" MAX)
(" MAX)
OF BM SPAN
LOCATE c OPNG
WITHIN MIDDLE 1/3
tp/2
tp/2
N27(6
1. PRO9IDE HOLES IN BEAMS ONLY WHERE SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS.
2. DO NOT TORCH CUT OPENINGS ON SITE. TORCH CUT OPENINGS MADE IN SHOP TO BE GROUND SMOOTH. NO O9ERCUTS OF ANY TYPE ALLOWED WITHOUT REPAIR.
CONN.PLATE
WELDSI=E
NO. BOLTS
PER ROW
W12, W14
BEAM
DEPTH
2 3
W8, W10 " d
"
N27(6
1. R = 1" SEE TYP CONNECTION DETAILS. BOLT SPACING AND EDGE DISTANCE SHALL CONFORM TO AISC SPECIFICATIONS.
2. A COMPLETE PENETRATION BE9EL WELD MAY BE SUBSTITUTED FOR THE FILLET WELDS SPECIFIED.
3. USE ASTM A36 CONNECTION PLATES, UNO.4. HOLE SI=E = BOLT SI=E + ". SHORT SLOTTED HOLES (+
" 9ERT, + "
HORI=) MAY BE SUBSTITUTED (EXCEPT AS NOTED).
d
$7&2/80N $7%($0
d TO MATCH HSSWALL THICKNESS(" MIN, " MAX) TYP
SEAL WELD
SEAL WELD
$7&2/80N $7%($0
SEAL WELD
$/7(5N$7(
"t"
"
t
"
)
N
I
M
"
6 1
/
3 (
"
6 1
/
1 -
"
t
"
(3/16" MIN)
"t" - 1/16
SEAL WELD
c COL & STIFF dFULL DEPTH STIFF d ES PER
BM
END d, TYPBRACE ANGLE PER TYP
COL TYP
c COL & BM SPLICE
A B
BM
GA
1 1/2" MIN, TYP
TYP
(E) SIDES
NS & FS
3"
3"
2" 3" 1 1/2"
A B C
2" 1 1/2"
COLAS OCCURS, TYP
N27(6
ALL COLUMN CAP PLATES SHALL BE THE SAME WIDTH AS BEAM FLANGE (OR COLUMN DIMENSION +", WHICHE9ER IS GREATER), THICKNESS SAME AS BEAM FLANGE, " MINIMUM.
ALL FASTENERS TO BE MB³.
1.2. MB ES
3 S-502
4 S-502
1/2"
C
3/$N9,(:
L3x3x x COL WIDTH (MIN)dx3HSS BM
HSS COL
1/2"
MAX
A
A
B
B
T&B OF ANGLE
HSS BMTO ANGLE
3 SIDES dTO HSS BM ES 1 1/2"
CAP d AT HSS BM
3/$N9,(:
L3x3x x COL
HSS BM
WIDTH (MIN) T&B
HSS COL
1/2"
MAX
A
A B
B
T&B OF ANGLE
HSS BMTO ANGLE CAP d AT HSS BM
11 S-501
3"
3 SIDES
d" ES
3 SIDES
BM PER PLANHUC4 TO MATCH d
A35
BM DEPTH
BM ES AS OCCURS
A
A
"
2 /
1 (3) SIDES
"
2 /
1 1
"
2 /
1 1
WALL PENCHANNELWALL PEN
2x SB W/ 16d #SW PEN SPCG
A
A
d(4) SDS25300
6x SB TO FIT
A35 ES
A35
"
4 /
1 BENT d
L
E
N
N
A
H
C
H
C
T
A
M
O
T
H
T
P
E
Dd
SEAL
CAP d PER 5S-502
SAD
"
4 /
1 (2) " ³ MB 3x FULL DEPTH
BLKG T&B ES
A
A
3 3/4" 3" 2 1/2"
"
4/
3 1
P1
32" MIN
24" MAX
4x4 TOP d
T.O.WINGWALL
EXT WALL STUD ES TOP d
PEN
A34
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9/15/2021 5:51:27 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 STEEL FRAMING 6 DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 2 TYPICAL FULL DEPTH BEAM TO BEAM CONNECTION3/4" = 1'-0" 3 TYPICAL BEAM WEB STIFFENER PLATE DETAIL3/4" = 1'-0" 4 TYPICAL BEAM BOTTOM FLANGE BRACE 3/4" = 1'-0" 10 OPENING IN STEEL BEAM3/4" = 1'-0" 1 "³ MACHINE BOLT (MB) CONNECTION SCHEDULE 3/4" = 1'-0" 5 TYPICAL CAP PLATE 3/4" = 1'-0" 6 COLUMN ABO9E AND BELOW
3/4" = 1'-0" 8 HSS BEAM TO HSS COLUMN
3/4" = 1'-0" 7 APPARATUS BAY HEADER TO HSS -AMB
3/4" = 1'-0" 9 WOOD HEADERS TO STEEL HSS
3/4" = 1'-0" 11 STEEL CHANNEL TO WALL AT BALCONY
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3/4" = 1'-0" 12 TOP OF WING WALL
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ROOF PEN
ROOF SHTG
WALL PEN
RAFTERDBL TOP d SPLICE PER
2x SB 9ENT, SAD
HDR PER UNO FULL HT STUDS PER
WALL SHTG OR SW
A35 EA BLKH2.5A EA RAFTER AT O9ERHANG
48" MAX
L' ' SAD 2x L' '
2x T&G AT EA9E
4x8 OUTRIGGER
ALIGNED THRU RAFTER
BOT OF HDR SAD 5
S-006
1 S-005
A
S-002
A
A
"³x4 SDS
# 6"oc STGR
ROOF SHTG
SDWC15600 AT cEA PURLIN, ANGLE
AS RE4UIRED AT
WALL STUD
ROOF PEN
2x T&G
PURLIN
FOR INFORMATION NOT NOTED SEE
3" LSL BLKG W/ LTP4 #24"oc OR SDWS FROM BLW AT SW SCHED SPACING TO TOP dNOTCH PURLIN TO EA9E DEPTH 1 S-503
BOT OF HDR SAD
FLUSH HDR AS OCCURS PER
16d #PEN
12 S-503
1" MIN
3" MIN
1/2" MIN
ROOF PEN
MSTA24 # 48"oc
RAFTER TO RAFTER
CONT SHAPED BLK W/ 16d AT ROOF PEN SPCG ESRAFTER & HGR PER PLAN XA M" 1
BM
ROOF PEN
MSTA24 EA PURLIN INSTALL UNDER 2x T&G
2x T&G
SIMPSON C-T6=
GLB
RF SHTG
RF PURLIN
FOR INFORMATION NOT NOTED SEE 6
S-503
ROOF SHTG
4x8 BLKG # 48"oc W/ 16d #16"oc & SIMPSON C-T EE
ROOF PEN
2x T&G
FOR INFORMATION NOT NOTED SEE
RF PURLIN
WALL PEN
WALL SHTG OR SW
1 S-503
ARCH FINISH SAD
LTP4 # 6" oc OR SDWS AT SW SCHED SPACING
16d RIM
# PEN SLEEPER
RF PEN 16d # PEN
5" MIN
" LAG SCREW
AT c EA
BM/FASCIA
5 S-503
STOREFRONT SAD
FOR INFORMATION NOT NOTED SEE 8
S-503
FULL DEPTH 6x BLKG AT HSS POST W/ SIMPSON C-T O/ PARALLEL WALL OR STOREFRONT
FOR INFORMATION NOT NOTED SEE
HSS POST
8 S-503
KNIFE d W/ (2) MB³
BENT 'U' d W/ (4) MB³STOREFRONT BEYOND
1 1/2"3 3/4"
3"
A
A
1 1/4"
3 3/4"
1 1/4"
4 3/8" 1 1/2"
GLB
FOR INFORMATION NOT NOTED SEE
HSS POST
8 S-503
BENT 'U' d W/ (4) MB"³
1 1/4" 3 3/4"1 1/4"
1 1/2"
4"4"
A
A
7 S-503
RF SHTGRFTR
2X FLAT BLKG
AT STRAP
RF PEN
MSTA24 # 48"oc
RF PEN
NON-BRG WALL
AS OCCURS
(2) 1"x11"
LSL W/ "³ x 2" SDS # 6"oc
c STRAP & SPLICE
(2) 16d PER 2x
2x T&G
c STRAP & SPLICE
NOTCHED PURLIN
AT EA9E
RF SHTG
4x8 OUTRIGGER
DBL STUD
AT PURLIN
2x6 FLAT BLKG FOR STRAP
MSTC40
DBL STUD
AT SPLICE
2x6 FLAT BLKG FOR WALL PEN
FOR INFORMATION NOT NOTED SEE 16
S-503
RAFTERS
ROOF SHTG
2x SB # 48"oc W/ A34 EA END
& TO TOP d
ROOF PEN
NOTCHED 3" LSL
WALL PEN
61-01-11
SLEEPER(2) 16d PER 2xRF PEN16d FASCIA
# PEN 5" MIN
" LAG SCREW
AT c EA
BM/FASCIA
4'-0" MIN
LTP4 # 6"oc OR SDWS
AT SW SCHED SPCG
L90 ES OF BMWALL PEN (2) BAYS 2x SB ES OF
POST W/ WALL PENFULL HT TRIM STUDS ESPOST
RIDGE BM
MSTA24
A35 ES
OUTRIGGER PER PLAN(2) 16d # WALL PEN
FOR INFORMATION NOT NOTED SEE 1
S-503
FOR INFORMATION NOT NOTED SEE 3
S-503
LTP4 # 24" oc
SDWF2716-TUW EA PURLIN
OUTRIGGER PER PLAN(2) 16d # WALL PEN
ECC4
SHIM BLK W/ 16d # 6"oc
FOR INFORMATION NOT NOTED SEE 4
S-503
WALL FRMG OR STOREFRONT AS OCCURS N27(
ROOF FRMG NOT SHOWN FOR CLARITY
CCT4 CAP
FOR INFORMATION NOT NOTED SEE 4
S-503
MSTA36
WALL FRMG OR STOREFRONT
AS OCCURS
N27(
ROOF FRMG NOT SHOWN FOR CLARITY
FOR INFORMATION NOT NOTED SEE 3
S-503
CCT4
11 S-503 BBBBBBBBBBB SIM ECCT4
IRXUWKVWUHHW_VXLWH]VDQWDURVDFD
]IDMREQR
]IDFRP
FRS\ULJKW
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9/15/2021 5:51:27 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 WOOD ROOF DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 1 TYPICAL EXTERIOR WALL3/4" = 1'-0" 3 TYPICAL EXTERIOR WALL AT 2x T&G 3/4" = 1'-0" 6 FRAMING AT RIDGE BEAM3/4" = 1'-0" 7 RIDGE BEAM AT PURLINS3/4" = 1'-0" 8 GABLE END WALL AT PURLINS 3/4" = 1'-0" 9 GABLE END AT STOREFRONT3/4" = 1'-0" 10 GABLE END POST AT STOREFRONT 3/4" = 1'-0" 14 GLULAM RIDGE TO POST3/4" = 1'-0" 16 FRAMING AT DECKING STEP 3/4" = 1'-0" 17 PLATE STEP AT DECKING STEP
3/4" = 1'-0" 5 PARALLEL FRAMING AT EXTERIOR WALL
3/4" = 1'-0" 15 RIDGE BEAM AT WALL
3/4" = 1'-0" 2 EXTERIOR WALL AT OUTRIGGER3/4" = 1'-0" 4 EXTERIOR WALL AT OUTRIGGER AT 2x T&G 3/4" = 1'-0" 11 OUTRIGGER AT EA9E3/4" = 1'-0" 12 OUTRIGGER END CONNECTION3/4" = 1'-0" 13 ROOF CORNER CONNECTION
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
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5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) SEAL
CLOSURE d
(2) "³x4" SCREW
ANCHOR PER
SEE FOUNDATION PLANFOR FTG OR THICKENED SLAB RE4UIREMENTS 30-01-03
30-01-02
D
A
S
3 S-004
4"
A
MATCH CHANNEL FLANGE
A
1 1/2"
1 1/2"
2"
d"
C-P
STRINGER CONNd TO MATCH STRINGER THICKNESS
SAD
SEE OTHERWISE
TYP
STRINGERCONN d
BM CONN d TO
MATCH STRINGERTHICKNESS(" MIN)
STIFF dPER
EXTEND STIFFENER " PAST OTHER d
AS RE4D
(3" MAX)
1/2" MIN AT CENTER STRINGER OTHERWISE FLUSH
7239,(:
A
A
B
C
C
B A
TYP
4" MAX
STRINGER
AS OCCURS
50-00-02
3 S-502
STAIR TREADS, SADDECK EDGE ANGLE PER TYP DETAIL
STRINGER
CLOSURE d TOMATCH STRINGERTHICKNESS, TYPHSS BM PER PLAN $7675,N*(583
DECK EDGE ANGLE PER TYP DETAIL
CLOSURE d TOCONC AND MTLDECK PER PLANMATCH STRINGERTHICKNESS, TYP
STAIR TREADS, SADSTRINGER
HSS BM PER PLAN
$7675,N*(5'2:N
C-P, TYP
C-P TYP
SAD
SAD
CONN PER 5
S-504
P1
CONN PER
(2) L3x3x W/ (2) MB³HSS BM
TO HSS STRINGER
(3) SIDES TYP
TREAD
LANDING BM LANDING PAN
5 S-504
1 1/2"
4"
1 1/2"
d
CONFIGURATION 9ARIES
C-P
C-P
STRINGER CONT L2x2x
CONC O/ MTL DECK
ATTACH PER MFR
RECOMMENDATIONS
12GA MIN PANMC PER PLAN
MC TO
SUPPORT EE
7 S-504 BBBBBBBBBBB C
C
3 3
B.4B.4
HSS5x5xC12x25 STRINGER TYP HSS8x6x x6 CM #21
o"
42 c
L
TA
D
NA
GN
I
YP T
7 S-504 BBBBBBBBBBB EE
4 S-504 BBBBBBBBBBB SIM EE
4 S-504 BBBBBBBBBBB 3
S-504 BBBBBBBBBBB EE
6 S-504 BBBBBBBBBBB TYP
1 S-504 BBBBBBBBBBB TYP AT FDN
9 S-504 BBBBBBBBBBB EE
C12x25
8 S-502 BBBBBBBBBBB EE CHANNEL INFILL PER SIM
3 3
B.4B.4
FOR INFORMATION NOT NOTED SEE 12
S-504
HSS8x6x
8 S-504 BBBBBBBBBBB 8S-504 BBBBBBBBBBB 4S-504 BBBBBBBBBBB 7S-504 BBBBBBBBBBB 9 S-504 BBBBBBBBBBB 9S-504 BBBBBBBBBBB CC 3 3 B.4
W10x45
B.4
FOR INFORMATION NOT NOTED SEE 12
S-504
2 S-504 BBBBBBBBBBB EE
HSS8x6x3S-504
STRINGER
d ES OF HSS
TYP FIELD
3 SIDES
TYP
FIELD WELD AT
CONTRACTORS
OPTION
WELD
OPTIONAL
A
A
3 1/2"
d THK TO MATCH CHANNEL
P1 DA
S
c COLc HSS
STRINGER BYND
TYP
FOR INFORMATION NOT NOTED SEE 7
S-504
IRXUWKVWUHHW_VXLWH]VDQWDURVDFD
]IDMREQR
]IDFRP
FRS\ULJKW
1 'UDZLQJ7LWOH'UDZLQJ1R
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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9/15/2021 5:51:28 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 STEEL STAIR DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 3/4" = 1'-0" 1 BOTTOM OF STRINGER TO CONC FLOOR3/4" = 1'-0" 2 STRINGER CONNECTION TO W SHAPE 3/4" = 1'-0" 4 STRINGER TO HSS BEAM
3/4" = 1'-0" 3 SHAPED STRINGER SUPPORTING LANDING BEAM
3/4" = 1'-0" 5 SHAPED STRINGER CONNECTION1" = 1'-0" 71" = 1'-0"
TREAD TO STRINGER CONNECTION
6 LANDING FRAMING
1/4" = 1'-0" 121/4" = 1'-0"
STAIR - FIRST FLOOR
11 STAIR - INTERMEDIATE
1/4" = 1'-0" 10 STAIR - SECOND FLOOR
3/4" = 1'-0" 8 STRINGER TO HSS COLUMN3/4" = 1'-0" 9 STRINGER TO STRINGER
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 423 Lb
117 Lb
(/(9$725N27(6
FIRST FLOOR
SECOND FLOOR
ROOF
2. ELE3. CAR WT = 1,600 LBS.
9ATOR CAPACITY
1. LATERAL RAIL LOADS IS 1,400 LBS.
4. IF ELE9 LOAD IS DIFFERENT THAN SHOWN, NOTIFY STRUCTURAL ENGINEER FOR MODIFICATION OF SUPPORT.
TOP d
5. MAXIMUM BRACKET SPACING = 4'-0".6. FOR SUBMITTAL ITEMS RELATED TO DETAILS ON THIS SHEET SEE .
RAIL BRACKET
AND CONN TO
STRUCTUREPER MFR, TYPRAIL SPLICEPER MFR, TYPRAIL TO PIT CONN PER MFR SADELE9 PIT
SAD
SAD
SAD
2 S-505
3 S-505
ELE9 RAIL PER MFRELE9 RAIL SUPPORT COL PER PLAN
4 S-505
B
S-001
HSS COLL6x4xx2'-2 LLH W/ (3) "³x5"
WELDED STUDS # 12"oc
FDN PER
c HSS COL
1 1
P-P 3 SIDES
3 S-500
B
A
COL
COL W/ TRIM STUDSPER
TYP
GLB
C
dxCOL WIDTH + " W/ (2) MB³ AT c OF d THRU BLK/BM
P-P
"
2 /
1 1
"
2 /
1 1
A
c COL = c 6x BLK & ALIGNED -ST
COL PER PLAN W/ TRIM STUDS PER
B
$7&2N7%0
ES
(/(96+$)7
6 S-006
6 S-006
(3) BAYS OF 6x BLKG ES OF COL W/ MSTC48B3 T&B6x BLK x 18" MIN 3 S-503
3 S-503
SIM
SIM
3x6 # 24"oc MAX
RAIL
NOTCH 2x T&G ES 12
S-501 BBBBBBBBBBB SIM
B
B
A34 EA -ST ES
A35 # 24"oc ES
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9/15/2021 5:51:28 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 6 ELEVATOR ELEVATION AND DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 1/4" = 1'-0" 1 ELE9ATOR RAIL 3/4" = 1'-0" 3 ELE9ATOR RAIL SUPPORT AT PIT3/4" = 1'-0" 2 ELE9ATOR RAILS AT WOOD FRAMING 3/4" = 1'-0" 4 ELE9ATOR AT ROOF
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
CHANNEL
PER PLANN27(
WOOD FRAMING NOT SHOWN FOR CLARITY
C-P
C-P
C-P
HSS8x6x STUBCAP d TYP
C-P
12" MAX
TYP
C-P TYP
C-P TYP
CUT FILLER PIECE FROM CHANNEL T&B
CHANNELHSS BM
A
A
CHANNEL FASCIA
CHANNEL OUTRIGGER
HSS COL
C-P
CHANNEL
CHANNEL TO HSS
A
A
c CHANNELc HSS
STIFFENER d PER 3
CO
S-502
9ER d
CO9ER d TO CHANNEL
BB
CC
4 4
B.4B.4
C8x18.75
C8x18.75
C8x18.75
C8x18.75
C8x18.75
C8x18.75C8x18.75C8x18.75
C8x18.75
C8x18.75
HSS8x6x
1 S-506 BBBBBBBBBBB HSS5x5x TYP C8x18.75
C4x7.25 C4x7.25
C4x7.25 C4x7.25
C8x18.75
5 S-506
9 S-506 BBBBBBBBBBB 3S-506 BBBBBBBBBBB 4S-506 TYP
11 S-506 BBBBBBBBBBB 2S-506 BBBBBBBBBBB 7
S-506 BBBBBBBBBBB TYP
7 S-506 BBBBBBBBBBB SIM
6 S-506
TYP ATCORNER MTL DECK, SAD
9 S-506 BBBBBBBBBBB 8S-506 BBBBBBBBBBB 4S-506 10 S-506 BBBBBBBBBBB 10 S-506 BBBBBBBBBBB 11 S-506 BBBBBBBBBBB 8S-506 BBBBBBBBBBB 2x SB W/ A34 EE T&B OF 6x BLKG
A
A
d(2) SDS25300
6x10 SBA34 ES
1 1/2" 1"
4 E
4 E
1" 1 1/2"
1/4" T&B
FOR INFORMATION NOT NOTED SEE 11
S-502
HSS8x3xSTUB
HSS BMHSS COL
MTL DECK, SADCHANNELHSS BM
TYP
FOR INFORMATION NOT NOTED SEE 9
S-506
FOR INFORMATION NOT NOTED SEE 9
S-506
CHANNEL FASCIA
G
SW SHTGWALL PEN
4'-0" MIN TYP
CS16 W/ 10d # 4"oc
AB9 & BLW
CANOPY FRMG
HSS STUB PER OTHER DETAILS
2x4 FLAT BLKG
AT STRAP
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9/15/2021 5:51:28 PM C:\revit_local\19576_SC FS [email protected] SAN CARLOS FIRE STATION NO. 16 CANOPY PLAN & 6 DETAILS 19716 19716 1280 ALAMEDA DE LAS PULGAS SAN CARLOS, CA 94070 1 1/2" = 1'-0" 5 HSS BEAM TO HSS COLUMN AT CANOPY CORNER 1 1/2" = 1'-0" 81 1/2" = 1'-0"
DEEP CHANNEL TO HSS BEAM
7 CANOPY EDGE CONNECTION
1 1/2" = 1'-0" 23/8" = 1'-0"
CHANNEL TO HSS COLUMN
A PARTIAL PLAN - ENTRANCE CANOPY
1 1/2" = 1'-0" 1 CHANNEL TO WALL AT CANOPY
1 1/2" = 1'-0" 3 HSS BEAM TO HSS COLUMN
1 1/2" = 1'-0" 9 CHANNEL TO HSS BEAM1 1/2" = 1'-0" 10 CHANNEL TO HSS BEAM1 1/2" = 1'-0" 11 CHANNEL TO HSS BEAM 1 1/2" = 1'-0" 6 1 1/2" = 1'-0"
CHANNEL TO CHANNEL AT CANOPY CORNER
4 WALL STRAP AT HSS
6&+(0$7,&'(6,*1 '(6,*1'(9(/230(17'5$:,1*6(7 '(6,*13/$16 &216758&7,21'2&80(176
3 ,668()25%8,/',1*3(50,73
,668()25%8,/',1*3(50,7
5(9,6,21
09/15/2021
'
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ALAMEDA DE LAS PULGAS
REAR
APRON
HOWARD AVE.
11' - 0"
FRONT
APRON
32.005
32.004
32.00232.003
08.001
11.018
03.004
32.001
03.003
32.017
03.00232.016
32.017
32.016
32.016
03.004
03.004
19' - 2"
22' - 0"
42' - 8"
12' - 0"
19' - 0"
03.001
32.006
32.005
UP
UP
23.001
26.00123.002
05.00322.001
42' - 8 1/4"
69' - 8 1/4"
50' - 3"
32.007
EXISTING SINGLE STORY
RESIDENCE:
2422 HOWARD AVE.
ROOF ABV.
EXISTING SINGLE-STORY
RESIDENCE:
1256 ALAMEDA DE LAS PULGAS
ROOF ABV.
5' - 0"
6' - 0"
EXISTING SEWERS &
PUBLIC UTLITIES
EASEMENT
32.008
05.012
45' - 8 1/2"
26.006
26.007
26.007
05.007
05.013
26.006
22.00522.00732.009
22.008
26.003
RRR
11.006
E.001
26.020
G04
ACCESSIBLE ROUTE FROM BUS--ROUTE 295, STOP ID: 343404 (APPROX. 840 FEET TRAVEL DISTANCE) E.002
ENTRY
(;(;
(;
(; MIN.
3' - 0"
$
(
32.010
A-104 A1
32.011
32.012
G01
650
(;
(;
(;
G02
08.013
26.006
26.00632.01526.00632.01432.01332.016
32.017
5’ - 6”
05.007
NO
VAN PARKING
KEEP CLEAR
KEEP CLEAR KEEP CLEAR FIRE STATION FF = 112.25; SCD 32.019
32.019
6)32
18' - 0"
9' - 1 3/4" TYP.
08.013
05.038
G03
G05
32.013
2" MIN.
5' - 1"
MIN.
3' - 0"
MIN.
3' - 0"
3' - 9"
WH AC
22.02226.025
33.001
32.013
03.007
48"X48" CLR. @
VRF COND.
36"X30" CLR. @ PV SHUTOFF
4"
12"X30" CLR. @
OUTDOOR
COIL UNIT
80"X119" CLR. @
(+3) HEAT PUMPS
32.016
32.016
32.017 32.016
32.016
32.018
32.016
32.020
. RLC
" 4/ 3 8-' 5
14.001
22.02822.027
(N) JOINT POLE, SED
" 01-' 6
" 3-' 2
05.04105.041
08.022
26.002 CLR. MIN.
5’ - 4”
SHEET NOTES
1. PROJECT ASSOCIATED STORM DRAIN INLETS TO BE MARKED
WITH THE WORDS, "NO DUMPING! FLOWS TO THE BAY" OR EQUIVALENT.
2. REFER TO SITE PLAN C3.0 FOR PROPOSED SITE LAYOUT AND AMENITIES.
3. SEE CIVIL DRAWINGS FOR GRADING, UTILITIES AND OTHER
SITE IMPROVEMENTS.
4. SEE LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION AND
OTHER SITE FEATURES.
5. SEE TRAFFIC ENGINEER DRAWINGS FOR APPARATUS PREEMPTION SYSTEM AND RRFB CROSSWALK ITEMS.6. SEE ELECTRICAL DRAWINGS FOR EXTERIOR ELECTRICAL SCOPE AND CONNECTIONS.
7. FOR BUILDING SIGNAGE SEE A-004.8. FOR CODE-REQUIRED SIGNAGE, MOUNTING HEIGHTS AND OTHER CODE INFORMATION, SEE A-005, A-006 AND A-007.
LEGEND
PROPERTY LINE(N) PLANTING AREA, SLD(N) IMPERVIOUS SURFACE, SCD (N) TREE
ACCESSIBLE PATH OF TRAVEL
ADA ACCESSIBLE ENTRY
OR PARKING SPACE
(E) NEIGHBOR - ONE-STORY, SINGLE FAMILY RESIDENCE(N) PERVIOUS PARKING BRICK PAVERS (N) CONCRETE PAVING, SCD
EXTERIOR LIGHTING, SED
(N) TRUNCATED DOMES, SCD
SIGN TAGSIGN
X-XX
(N) CONCRETE MOUNTING PAD, SCD(N) CMU WALL, SCD
EV CHARGING SPACE CALCULATION
TOTAL # OF ACTUAL
PARKING SPACES
# OF REQ. EV CHARGING SPACES
(PER TABLE CGBSC 5.106.5.3.3)
(+6): +1 ACCESSIBLE PARKING STALL
& +5 STANDARD PARKING STALLS
(+0)
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
PROPOSED SITE
PLAN
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 PROPOSED SITE PLAN
KEY NOTES
03.001 CONCRETE RETAINING WALL, SCD03.002 CONCRETE BENCH, SCD03.003 6" HIGH CONCRETE CURB, SEE CURB PLAN AND SSD03.004 CMU RETAINING WALL & PERIMETER FENCE. 6' TALL FROM HIGH POINT OF
ADJACENT PROPERTY, SCD
03.007 CONCRETE MEP MOUNTING SLAB, SCD05.003 STL. EGRESS STAIR05.007 STL. BOLLARD05.012 DESIGN-BUILD, ACOUSTIC SOUND BARRIER DIESEL GENERATOR ENCLOSURE PEN: 1' TALL MODULAR ACOUSTICAL PANEL (AP-1) WITH C-CHANNEL SUPPORTCOLUMNS
05.013 REMOVABLE BOLLARD05.038 EXTERIOR STL. CANE DETECTION RAILING UNDER STAIRS05.041 AUTOMATIC 4-FOLD VEHICLE GATE PROTECTION BOLLARD. COORD. EXACT LOCATION W/ GATE MANUF.
08.001 MTL. AUTOMATIC 4-FOLD VEHICLE ENTRY GATE08.013 AUTOMATIC 4-FOLD VEHICLE ENTRY GATE CARD KEY ACCESS08.022 AUTOMATIC 4-FOLD VEHICLE ENTRY GATE OPERATORS ENCLOSURE11.006 FLUSH MOUNT, REMOTE FUELING PORT; SED11.018 125-150 KW DIESEL POWERED EMERGENCCY BACKUP GENERATOR IN SOUND/ WEATHER ENCLOSURE ATOP 595 GALLON BELLY TANK; SED,
14.001 LIMITED USE/ LIMITED APPLICATION ELEVATOR22.001 FIRE RISER, SPD22.005 BACKFLOW PREVENTER, SCD22.007 DOMESTIC WATER METER, SCD22.008 REAR APRON FIRE HYDRANT, SPD22.022 OUTDOOR HEAT PUMP WATER HEATER; SPD22.027 FIRE DEPARTMENT CONNECTION, SCD22.028 POST INDICATOR VALVE23.001 VRF HEAT RECOVERY CONDENSING UNIT, SMD23.002 OUTDOOR COIL UNIT, SMD26.001 MAIN SWITCHBOARD; SED26.002 AUTOMATIC TRANSFER SWITCH; SED26.003 TRANSFORMER PAD AND BOX, SED26.006 LED LIGHT BOLLARD, SED26.007 LED LIGHT POST, SED26.020 IN-GRADE LED FLAG POLE LIGHT, SED26.025 PV DISCONNECT32.001 ACCESSIBLE PARKING STALL32.002 CMU TRASH ENCLOSURE32.003 DUMPSTER32.004 PARKING SPACES (+5)32.005 4" TRENCH DRAIN, SCD32.006 PERVIOUS BRICK PAVERS, SCD32.007 FLAGPOLE, SCD32.008 BICYCLE RACK, SCD32.009 36" HIGH PLANTED MTL. FENCE, SLD FOR PLANTING32.010 RECYCLING BIN32.011 TRAFFIC PRE-EMPTION SYSTEM; FLASHING BEACON W/ SIGN & CONTROL ASSEMBLY MTD. TO POLE; STD.
32.012 TRAFFIC PRE-EMPTION SYSTEM; FLASHING BEACON AND SIGNAGE MTD. TO MAST ARM AND POLE. STD.
32.013 TRUNCATED DOME, SCD32.014 (N) CURB RAMP, SCD32.015 (N) STANDARD CATCH BASIN, SCD32.016 VERTICAL CONCRETE CURB, SCD32.017 CONCRETE RETAINING WALL, SCD32.018 36" HIGH PLANTED MTL. FACE, SCD32.019 WHITE THERMOPLASTIC LINES AND "KEEP CLEAR" MARKINGS, SCD32.020 WHITE THERMOPLASTIC ACCESSIBLE PATH LINES, SCD33.001 AUTOMATIC STORMWATER DIVERSION SYSTEM CONTROL BOX & RAIN
SENSOR, SCD
E.001 EXISTING JOINT POLE WITH POLE MOUNT TRANSFORMERE.002 EXISTING FIRE HYDRANT
EXTERIOR SIGN CONTENT SCHEDULE
SIGN TYPE SIGNAGE INFO DETAIL REFERENCE
EX-01 CAUTION AUTOMATIC DOOR A1/A-006EX-03 ADA DIRECTIONAL SIGNAGE D1/A-006EX-07 DISABLED PARKIN TOW-AWAY SIGN J4/A-006EX-08 ADA VAN DISABLED PARKING SIGN A12/A-006EX-09 EXTERIOR BUILDING LETTERS J13/A-007EX-10 MAIN ELECTRICAL SHUT-OFF J8/A-006EX-11 FIRE DEPARTMENT ONLY SIGN J1/A-006EX-12 EXTERIOR BUILDING ADDRESS J9/A-007 S-FPO FIRE PERSONNEL ONLY E8/A-006
S-RM PERMANENT ROOM IDENTIFICATION SIGN A4/A-006
P1
P1
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1)P3 02/23/2022 ISSUE FOR BUILDING PERMIT (REVISION 2) P3
P3
P3
REVIEWED FOR CODE COMPLIANCE March 22, 2022BUREAU VERITAS NORTH AMERICA, INC.
7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 22' - 0" CLEAR OPENING
"
0 -
'
6 POST POST
± 1' - 8"
24' - 11" FOLDING GATE
WALLACE GATE (CONCEPT) PLAN
PTD. STEEL GATE & FRAME; TYP.
22' - 0"
WALLACE GATE (CONCEPT) ELEVATION
± 1' - 8"
P.L.
CMU WALL AS OCCURS; SEE SITE PLAN
PTD. STEEL PLATE TO BRIDGE GAP BETWEEN FOLDING GATE & FENCE; TYP. 3" 2' - 0" V.I.F. 3"
PTD. HSS 4X3; TYP.PTD. 1/2"X3" STEEL PLATE; TYP.
NOTE: 1. ALL STEEL PLATES TO BE GALVANIZED; WELDED AND GRIND SMOOTH PRIOR TO APPLY PAINT (WITH HIGH PERFORMANCE COATING); TYP.2. WALLACE GATE AND STEEL FENCE & GATE ARE DEFERRED APPROVAL. SEE NOTES ON SHEET A-001.3. ELECTRICAL GATE TO BE UL 325 LISTED AND INSTALLED AS PER ASTM F2200. CA FIRE CODE SECTION 503.6
LINE OF CMU FENCE
PTD. STEEL PLATE TO BRIDGE GAP BETWEEN FOLDING GATE & GENERATOR ENCLOSURE; TYP.LINE OF GENERATOR ENCLOSURE (
1 (. *38*) &7(-.9*(9
7*3
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ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
FOLDING GATE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3/4" = 1'-0" RE: E11/ A-103
A1 FOLDING GATE PLAN & ELEVATION
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) "
8 -
'
3 1
"
6 -
'
2 F.O. GATE POST
± 10' - 3 1/4" ; V.I.F.
± 5' - 4 1/2" ; V.I.F.
GENERATOR ENCLOSURE; SEE SITE PLAN
NOTE: 1. ALL STEEL PLATES TO BE GALVANIZED; WELDED AND GRIND SMOOTH PRIOR TO APPLY PAINT (WITH HIGH PERFORMANCE COATING); TYP.2. WALLACE GATE AND STEEL FENCE & GATE ARE DEFERRED APPROVAL. SEE NOTES ON SHEET A-001.3. ELECTRICAL GATE TO BE UL 325 LISTED AND INSTALLED AS PER ASTM F2200. CA FIRE CODE SECTION 503.6 PTD. FOLDING GATE; SEE SHEET A-102; TYP.
SLOPED TO DRAIN:
1/4" PER FT.
MAX.; TYP.
$
$
PTD. METAL FENCE; TYP.
$
$
$
$
NOTE: SEE DETAIL E5/- FOR ROOF PLAN
D.S.
.
R
L
C
”
0 -
’
3 "
4/
3 4
-
'
2 1
.
R
L
C
"
2 /
1 9
-
'
6 "
4 -
'
6 PTD. C12X20.7PTD. 1 1/2" DIA. STL. TUBE; TYP.PERFORATED PANEL: 14 GA. 1/4" ROUND, 3/8" STAGGERED ALUM. PANEL, POWDERCOATED COLOR TO MATCH PTD. STL. DOOR FRAME(NOTE: PROVIDE DISSIMILAR MTL. SEPARATIONS)PTD. HEAVY DUTY HINGE WELDED TO GATE & POST: "HARDWARE SOURCE SKU 907000" OR EQ. (WEIGHT RATING: 3000 LBS PER PAIR OF HINGES)PTD. W6X25; TYP. $
$
PTD. HSS 3"X3"X1/4"; TYP.CANE BOLT; TYP.
"
2 -
'
3 SHAPED 1/8" STL. PLATE WELDED TO TOP OF DOOR FRAME; 100% WATERTIGHT; TYP. SEE AXON ON DETAIL A1 /A-104 3' - 0" CLR.
CMU; TYP/3/8" JOINT W/ SEALANT & BACKER ROD; TYP.
3' - 6 3/4" 3' - 6 3/4"
"
0 1
PTD. 22 GA. CORRUGATED METAL ROOF; SLOPE TO DRAIN 1/4" PER FT. (AEP SPAN MINI-V-BEAM) OR EQ.PTD. GUTTERPTD. C12X20.7PTD. 1 1/2" DIA. STL. TUBE; TYP.PTD. C5X6.7PTD. STL. SPACER AS REQ'D. TO SUPPORT EDGE OF METAL ROOFPTD. 3" DIA. D.S. AS OCCURSCMU WALL; TYP. $
(
$
$
PTD. C12X20.7 @ PERIMETER; TYP.
PTD. 1 1/2" DIA. STL. TUBE @ CORNER BELOW; TYP.
PTD. 22 GA. CORRUGATED METAL ROOF; SLOPE TO DRAIN 1/4" PER FT. (AEP SPAN MINI-V-BEAM) OR EQ.PTD. GUTTERPTD. C5X6.7 BELOW; SHOWN DASHED; TYP.
MITRED CORNER; TYP.
3" DIA. DOWNSPOUT
$
$
(
$
-
$
$
$
LINE OF STL. CHANNEL BEYONDGUTTER STRAP; TYP.PTD. SM GUTTER W/ SLOPE TO DRAIN @ 1/16" PER FT. MIN.;DRAIN AS OCCURS; SEE PLANSPTD. STL. CHANNEL OR STL. TUBE; SSD 4"
ENCLOSURE BY ROOFING MFR; SET IN SEALANT; TYP.SHAPED SPACER AS REQ'D.
SE
IR
AV
FASTENER AS REQ'D.DOWN SPOUT AS OCCURS; SEE PLAN
"
5 SLOPED TO DRAIN:
1/4" PER FT.
PTD. SM FLASHING1 3/8" MTL. DECK; TYP.ENCLOSURE BY ROOFING MFR; SET IN SEALANT; TYP.FASTENER AS REQ'D. BY ROOFING MFR; TYP.2X2X1/4" CONT ANGLE (SLOPE AS REQUIRED TO MATCH ROOF SLOPE)PTD. C12X20.7; SSD 2 @ 12 3/16 TYP
PTD. 1 1/2" DIA. STL. TUBE AS OCCURS; SEE PLANS
"
2 BUTYL TAPE; TYP.
PTD. SM FLASHINGBUTYL TAPE; TYP.FASTENER AS REQ'D. BY ROOFING MFR; TYP.PTD. 1 3/8" MTL. DECK; TYP.PTD. C12X20.7; SSD .
N
I
M
"
2 ;
S
E
I
RA
V
SHEET NOTES
1. SEE CIVIL DRAWINGS FOR ADDITIONAL TRASH ENCLOSURE
DETAILS.
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
TRASH ENCLOSURE
& GATE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-101
E11 FOLDING GATE & TRASH ENCLOSURE PLAN
1/2" = 1'-0" RE: E11/ A-103
A5 TRASH ENCLOSURE ELEVATION
1/2" = 1'-0" RE: A5/ A-103
A11 TRASH ENCLOSURE SECTION
1/2" = 1'-0"
E5 TRASH ENCLOSURE ROOF PLAN
3" = 1'-0" RE: A11/ A-103
A1 GUTTER @ TRASH ENCLOSURE ROOF
3" = 1'-0" RE: A11/ A-103
E1 TRASH ENCLOSURE ROOF DETAIL
3" = 1'-0" RE: E5/ A-103
J1 RAKE @ TRASH ENCLOSURE ROOF
PTD. W6X25; TYP. STL. TRASH ENLOSURE DR.
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ADJUSTABLE STRAP ANCHOR
3/8" JOINT W/ SEALANT & BACKER ROD; TYP.HOLLOW METAL DOOR FRAME PTD. HOLLOW METAL DOOR; TYP.HOLLOW METAL DOOR FRAME ANCHOR ATTACHED TO STEEL POST AS REQ'D.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.PTD. W8X31 POST "
3 FACE OF EXT. FINISH WALL
CL DOOR FRAME & W10 POST
ALIGN
ALIGN
CMU; TYP.
T.O. CMU WALL+6'-4"
FIN. FLR @ INT.0'-0"
3' - 0" CLR.
"
4 -'
6 FACE OF EXT. FINISH WALLCMU; TYP.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.PTD. HOLLOW METAL DOOR; TYP.PTD. W8X31 POSTPTD. HOLLOW METAL DOOR FRAME; TYP. 3" 8"
"
2 -
'
3 SHAPED 1/8" STL. PLATE WELDED TO TOP OF DOOR FRAME; 100% WATERTIGHT; TYP.
CONCEPT DOOR FRAME AXON; N.T.S.
*
$
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
GATE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A1/ A-104
G1 JAMB @ HOLLOW METAL GATE
3/4" = 1'-0" RE: A1/ A-101
A1 HOLLOW METAL GATE ELEVATION
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G1
A-301
A B C
134
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AG1202
AA1201
6)
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A1
A-301
2
6)
:$7(5+($7(5
&2035(6625
5220
22.00122.002
22.003
UP
11.001
SLOPE:
10.001
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
10.002
102A
110
102B
103
105A
105E
106A
105C 105B
G02
A-403 E9
A9
E1
A1
A-402
A1
A9
E1
E9
A-401
E9
E13
A9
A13
A-403
J1
J5
J9
J13
A.6 B.4
26.01028.001
26.011
104
22.014
22.014
05.019
14.001
11.00711.008
10.023
10.023
11.006
101
105D
B2
B3 A
$
/
41' - 6"
20' - 9" 20' - 9"
68' - 6"
21' - 3" 21' - 4 1/4" 25' - 10 3/4"
15' - 0" 5' - 9" 8' - 6" 12' - 3"
08.017
12.008
08.017
SLOPE:
1/8" PER 1'-0"
$
$
WH AC
23.01823.01910.035
10.039
10.04010.041
26.002
28.004
G1
A-301
A B C
134
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AG1201
AA1202
AG1202
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A1
A-301
2 DN
10.00210.003
218
214
213 217 208 209 210 216 211 212 215
202
+$//:$<
G1
A.6 B.4
205
26.012
20' - 9" 20' - 9"
11.014
204
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J1
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C3
ABV.
207
J9
J13 J5
A-408 G12
A7
A12
G7
A-407 D1
A1
K1
41' - 6"
20' - 9" 20' - 9"
68' - 6"
21' - 3" 21' - 4 1/4" 25' - 10 3/4"
15' - 0" 5' - 9" 8' - 6" 12' - 3"
EXTERIOR
BALCONY
104 SF
AJ1603
$
$
22.018
11.00811.007
ZA
28.003
LEGEND
(N) NON-RATED PARTITION(N) 1-HR FIRE BARRIER S.S. CORNER & WALL END GUARDDOOR & DOOR NUMBER5'-0" ACCESSIBLE TURNING RADIUS
ADA CLEAR FLOOR SPACE
WINDOW TYPEFLOOR OR SHOWER DRAIN; SPDFLOOR SINK; SPD
5' - 0"
101A
A1
106L
23.013 1. SEE SHEETS A-002 & A-003 FOR PROJECT CODE SUMMARY & DIAGRAMS.
2. SEE SHEET A-121 DIMENSION PLANS FOR WALL & PARTITION TYPES.
3. SEE SHEET A-122 FOR SLAB EDGE/ CURB PLAN. 4. SEE SHEET A-131 FOR REFLECTED CEILING PLAN. 5. SEE ENLARGED PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.
6. SEE SHEET A-501 FOR EXTERIOR WALL TYPES.7. SEE SHEET A-531 FOR INTERIOR PARTITION TYPES.8. SEE SHEET A-537 FOR FLOOR/CEILING ASSEMBLY DETAILS.9. SEE SHEET A-601 FOR FINISHES SCHEDULE & FINISH LEGEND.10. SEE SHEET A-602 DOOR SCHEDULE.11. SEE SHEET A-602B FOR DOOR HARDWARE GROUPS.12. SEE SHEET A-701 FOR FINISH FLOOR PLANS.13. DO NOT SCALE OFF THESE DRAWINGS. 14. CONTRACTOR TO PROVIDE AND INSTALL ALL FIRE EXTINGUISHER CABINETS AND FIRE EXTINGUISHERS.
15. PROVIDE CONTROL JOINTS AS REQ'D TO PREVENT CRACKING IN CONCRETE SLAB. SUBMIT CONTROL JOINT DRAWING FOR
ARCHITECTS APPROVAL.
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
GROUND & SECOND
FLOOR PLANS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR PLAN
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR PLAN
KEY NOTES
05.019 MTL. SHELVING; OFCI08.017 ADA COMPLIANT PUSH PLATE10.001 RECESSED, WALL MOUNTED MAIL BOX10.002 MCINTIRE BRASS WORKS MODEL 20 FIRE POLE & ENCLOSURE10.003 FIRE POLE10.023 HEAVY-DUTY STEEL SHELVING, OFCI10.035 MTL. TURNOUT LOCKER10.039 FLAMMABLE LIQUID STORAGE10.040 D-CYLINDER OXYGEN STORAGE RACK10.041 SCBA CYLINDER CARRIER11.001 100 KW DIESEL POWERED EMERGENCY BACK UP GENERATOR IN SOUND/ WEATHER ENCLOSURE SITTING ATOP 415 GALLON BELLYTANK; SED
11.006 REMOTE FUELING PORT; SED11.007 WASHING MACHINE11.008 DRYER11.014 ELECTRIC BBQ GRILL12.008 RECESSED ALUMINUM WALK-OFF MAT, WM-114.001 LIMITED USE/ LIMITED APPLICATION ELEVATOR22.001 FIRE RISER, SPD22.002 200 GALLON WATER STORAGE TANK, SPD22.003 AIR COMPRESSOR, SMD22.014 TRENCH DRAIN, SPD22.018 COFFEE MACHINE W/ PRE-PLUMBED COPPER TUBING WATER
SUPPLY, OFCI
23.013 VEHICLE EXHAUST SYSTEM FAN; SMD23.018 ERV CONTROLLER, SMD23.019 PLYMOVENT CONTROL PANEL, SMD26.002 AUTOMATIC TRANSFER SWITCH; SED26.010 EXTERIOR LIGHTING CONTROL PANEL, SED26.011 EMERGENCY LIGHTING INVERTER, SED26.012 FIRE ALARM CONTROL PANEL, SED28.001 FIRE ALARM, SED28.003 FS ALERT REMOTE ACKNOWLEDGE, SED28.004 WALL-MOUNTED FS ALERT SYSTEM; SED 1/8" = 1'-0"
L6 MECHANICAL LOFT
P1
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
P2
P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) UP
A B C
134
$33$5$786%$<
'(&21
7851287
(175<
(;(5&,6(
%$7+5220
(/(9$725
0('&/($1,1*
67$,5
16' - 0" CLR.
41' - 6"
20' - 9" 20' - 9"
68' - 6"
2 A.6 B.4
*(1(5$7253(1
:$7(5+($7(5
&2035(6625
5220
21' - 9 1/2"
22' - 6" 9' - 8 1/4" AW06 AW06 SW06 SW08 AW08
5' - 10 1/4" AW07 AW07 AW07
AW06
AW06AW01
FW01 FW01
AW01
AW02
11' - 10 1/2"
6' - 3"
CL
4' - 4 1/2"
4' - 0"
CL
$
$
O.H.
4' - 1 1/2" 16' - 0" CLR. 16' - 0" CLR.
$
$
$
$
CL
7' - 5 3/4" 13' - 5 3/4" 4' - 9 1/2"
3' - 6 1/4" 6' - 10 1/4"
10' - 0 1/2"
9' - 8"
19' - 10 1/8"
$
$
$
$
4' - 2 1/2"
2' - 2"
$
)
12' - 5 3/4"
5 1/2"
EXT-1
EXT-1
EXT-1
EXT-1 EXT-1 EXT-2
EXT-2 EXT-3 ABV.
EXT-3 ABV.
EXT-3 ABV.
EXT-3 ABV.
EXT-1
EXT-4 ABV.
UP
21' - 3" 21' - 4 1/4" 25' - 10 3/4"
15' - 0" 5' - 9" 8' - 6" 12' - 3"
AW08 CL
3' - 11 1/2"
2' - 10" 10' - 0"
11 1/2"
11 3/4"
22' - 6"
10' - 11"
AW02
2' - 0"
2' - 9" 2' - 4 3/4"
8' - 6" 6' - 3 3/4" 5' - 11 1/4"
1' - 0" 3’ - 3”
2"
A B C
134
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4' - 5 1/2"
5' - 0" CLR.
2 A.6 B.4
AW01
AW07
AW03AW07
FW01
AW03
AW03
AW03
AW03 AW06
AW01 AW06
$
$
AW06
AW01
AW06AW01
AW05
AW01
AW04
FW01
FW01 AW11
CW03
CW02CW01
CW02
AW01
$
$
$
$
$
$
$
*
CL
6' - 0 1/2"
37' - 0"
CL
4' - 4"
10' - 5 3/4"
29' - 0 1/4"
5' - 0"
5' - 0"
11' - 7 1/2"
3' - 4 3/4"
8' - 2 1/4" 8' - 0"
11' - 6 1/4"
14' - 4 1/2"
CL
9' - 4 1/2"
10' - 10" 10' - 7 3/4" 10' - 7 3/4" 10' - 2 1/2"
14' - 2 1/4" 7' - 10 1/4" 9' - 2 1/4" 10' - 11 1/4"
4' - 0"
3' - 2"
CLCLCLCLCL
5' - 7 3/4" 21' - 3 1/4" 10' - 0 3/4" 9' - 2 3/4" 22' - 3 1/4" 6' - 3 3/4" 11' - 1"
7' - 1 3/4" 5' - 4"
V.I.F.
12' - 5 3/4"
1' - 7"
12' - 4 3/4" 5' - 4 3/4"
CL
EXT-5
EXT-5
EXT-5
EXT-5
41' - 6"
20' - 9" 20' - 9"
68' - 6"
21' - 3" 21' - 4 1/4" 25' - 10 3/4"
15' - 0" 5' - 9" 8' - 6" 12' - 3"
FW01
AW11
2' - 2 3/4"
1' - 10 1/2"
AW06
AW03
AW01
1. SEE SHEET A-120 FOR DOOR AND WINDOWS NUMBERS2. SEE SHEET A-501 FOR EXTERIOR WALL ASSEMBLIES/ TYPES. SEE DETAIL CALLOUTS ON WALL SECTIONS IN A-300 SERIES, AND DETAILS IN A-500 SERIES.
3. SEE SHEET A-531 FOR INTERIOR PARTITION TYPES. 4. SEE SHEET A-601 FOR FINISH SCHEDULE.5. SEE ENLARGED PLANS FOR DIMENSIONS WHERE NOT SHOWN ON THESE PLANS.
6. ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD TO GRID LINE, UON. ADA FINISH TO FINISH CLEARANCES ARE NOTED AS 'CLR'. FOR WALL WITH ADDITIONAL FINISH LAYERS SUCH AS TILE OR WAINSCOT, THESE ARE NOT ACCOUNTED FOR IN DIMENSIONS SHOWN HERE, SEE WALL TYPES AND DETAILS WHERE APPLICABLE.
7. ALL DOOR OPENINGS 4" FROM ADJACENT WALL FINISH UNLESS A CENTERLINE DIMENSION IS PROVIDED AT DOOR.
8. FOR INTERIOR ELEVATION CALLOUTS, SEE FLOOR PLAN OR
ENLARGED PLANS, TYP.
9. FOR FURNITURE AND EQUIPMENT LAYOUT, SEE FLOOR PLAN.
SHEET NOTES
LEGEND
NON-RATED PARTITION
ROOM NAME
101 ROOM NAME / NUMBER
AW1
1-HR FIRE BARRIERWALL TYPE, SEE A-531
A
1 106L
11' - 10 1/2"
4' - 4 1/2"
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
DIMENSION PLANS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR DIMENSION PLAN
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR DIMENSION PLAN
1/8" = 1'-0" RE: A1/ A-120
L6 MECHANICAL LOFT DIMENSION PLAN
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
1. SEE STRUCTURAL DRAWINGS FOR CURB, DEPRESSION AND
OTHER SLAB DETAILS.
2. SEE CIVIL PLANS FOR SITE GRADING.3. DIMENSIONS ARE FROM FACE OF CURB OR DEPRESSION TO GRIDLINE U.O.N.
4. SEE ALSO DIMENSION FLOOR PLAN AND DETAILS, COORIDNATE LOCATIONS OF CURBS AND DEPRESSION WITH WALLS, TYP. REPORT AND DISCREPENCIES TO THE ARCHITECT PRIOR TO FINALIZING FORMWORK, CONC. POUR.
SHEET NOTES
A B C
1234
A.6 B.4
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0"
SLOPE:
1/8" PER 1'-0" SLOPE:
1/8" PER 1'-0"
-1/2"
-1/2"
-20"
-4"
-1 1/4"
-1" -1.5"
+6"
+6"
+6"
+6"
+6"
+6"
+6"
+6"
+6"
+13 7/8"
+6"
+6"+26 1/4" SLAB EDGE
+6"
41' - 6"
20' - 9" 20' - 9"
"
6 -
'
8 6
"
3 -
'
1 2
"
4/
1 4
-
'
1 2
"
4/
3 0
1 -
'
5 2
15' - 0" 5' - 9" 8' - 6" 12' - 3"
+4"
+6"
$
$
$
$
$
.
-
$
-
$
(
$
$
$
$
$
2"7" 7' - 9 3/4" 3' - 6 5/8" 9"
"
2 /
1 "
2 /
1 8
"
8 /
7 5
-
'
4 "
0 -
'
2 "
2 /
1 2
-
'
3 "
4/
3 6
"
2 "
9 -
'
5 6' - 7" 4' - 8 1/8"
8 1/2"
1/2"
1/2"
9 7/8"
2' - 7 1/8"
5' - 8"
3' - 1 5/8"
"
2 /
1 "
8 /
7 9
"
6 -
'
3 "
4/
3 4
2' - 6 1/2"
1' - 9"
6 3/4" 8' - 11 5/8"
3 3/8"
3 3/8"
1' - 9"
+6"
1/2"
9 7/8"
1/2"
6 1/8"
"
4/
3 6
"
9 -
'
1 "
8 /
5 0
-
'
5 "
8 /
5 2
-
'
1 "
9 -
'
1 "
8 /
3 7
"
4/
3 "
8 /
5 6
"
8 /
3 0
-'
3 +24"
+32 1/4"
+7 7/8"
SLAB EDGE
3' - 3 1/4"
4' - 8 1/2"
"
8 -
'
2 ø
"
4 /
32 -
'2
1' - 10 1/2"
"
4/
3 4
"
8/
7 1
1 -
'
9 2' - 9 7/8"
6 5/8" 9"
1' - 5 1/4"
SCD FOR GENERATOR PEN RETAINING WALL SCOPE
+0"
+0" +0" +0"
SCD FOR CONCRETE EQUIPMENT MTG. PAD, ON GRADE
+0"+0"
+0"
"
2 /1
"
2/1
8 "
3 -
'
3 "
7 "
8 /
3 9
-
'
2 "
0 -
'3
"
8 /
30 -
'2
$
$
(
$
+11 1/4"+5 1/4" SLAB EDGE
$
$
SCD FOR ACCESSIBLE PARKING RETAINING WALLSCD FOR BIORETENTION AREA CURB LOCATION LEGEND
SLOPING EDGE OF SLAB, SEE DETAILSCONCRETE SLABCONCRETE SLAB DEPRESSION, SSD. CONCRETE CURB; 6" HIGH; TYP., U.O.N.
GROUND
FLOOR
0"
1 "
2/
1 4
MAIN SWITCHGEAR 8" CONCRETE MOUNTNG PAD FOR MAIN SWITCHGEAR, OUTDOOR HEAT PUMP WATER HEATER, OUTDOOR COIL UNIT, AND VRF HEAT RECOVERY CONDENSING UNIT. 1% SLOPE AT CONCRETE PAD, AWAY FROM BUILDING,TOWARDS DRAIN.CMU WALL4 1/2" DEEP CONCRETE WALKWAY
INTERIOR FRAMING EXTERIOR RAINSCREEN
SUBGRADE
"
4/
1 1
1 FF 112.25'(GROUND FLOOR FINISH ELEVATION)
"
4/
1 1
1% PAD SLOPE
.
XA
M
"
2 EXPANSION JOINT
)
H
GI
H
S
E
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R
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"
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B
.
P
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T
"
8 /
5 2
GROUND
FLOOR
0"
4 FF 112.25'(GROUND FLOOR FINISH ELEVATION)
1' - 3 5/8"
114.35' TOW(RETAINING WALL)
SUBGRADE
113.90' TOW(ACCESSIBLE PARKING LEVEL BEYOND)112.15' G(BIORETENTION AREA) )
H
G
I
H
S
E
S
R
U
O
C
K
C
I
R
B
3 +
(
"
8/
7 7
"
6 GSM FLASHING
"
8/
7 7
6 5/8" 10 3/8"
T
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E
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R
U
O
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.
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T
"
8 /
5 2
9 1/4" EXERCISE
ROOM
GROUND
FLOOR
0"
A
DIESEL GENERATOR ENCLOSURE114.27' TOW(12" WIDE RETAINING WALL, SCD)113.90'(ACCESSIBLE PARKING LEVEL) )
H
GI
H
E
S
R
U
OC
K
CI
R
B
0 1
+
(
”
4/
1 2
3 "
6 ”
4/
1 6
2FF 112.25'
(GROUND FLOOR FINISH ELEVATION)
T
H
G
I
E
H
E
S
R
U
O
C
K
C
I
R
B
.
P
Y
T
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8 /
5 2
GSM FLASHING
SUBGRADE
EXERCISE
ROOM
1' - 3 5/8"
6 5/8" 10 3/8"
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
SLAB EDGE/ CURB
PLAN
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 SLAB EDGE & CURB PLAN
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) 1/2" = 1'-0" RE: A1/ A-122
E9 EQUIPMENT MOUNTING PAD SECTION
1/2" = 1'-0" RE: A1/ A-122
A9 SOUTHWEST CURB SECTION (GRID LINE 4)
1/2" = 1'-0" RE: A1/ A-122
A13 SOUTHWEST CURB SECTION (GRID LINE A)
P2 P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G1
A-301
A B C
134
A1
A-301
2 "
0 -
'
4 05.011
05.011
"
0 -
'4
4' - 0"
OUTLINE OF BLDG. BELOW
05.001
3:12 SLOPED TO DRAIN 3:12 SLOPED TO DRAIN
A.6 B.4
22.01323.01023.01223.01122.013
.
22.012
$
TYP.
$
$
TYP.
.
$
TYP.
$
)
TYP.
$
$
O.H.
26.01926.019
SOLAR READY
ZONE #1
(644 SQFT.)
SOLAR READY
ZONE #2
(260 SQFT)
19' - 10"
"
0 -
'
3 1
19' - 10"
$
$
4' - 0"
"
0 -
'
4 "
8 -
'
2 3
41' - 6"
20' - 9" 20' - 9"
"
6 -
'
8 6
"
3 -
'
1 2
"
4/
1 4
-
'
1 2
"
4/
3 0
1 -
'
5 2
15' - 0" 5' - 9" 8' - 6" 12' - 3"
SOLAR READY
ZONE #3
(1094 SQFT)
19' - 10"
1. SEE SHEET A-521 FOR ROOF DETAILS. 2. SEE SHEET E-132 FOR SOLAR PHOTOVOLTAIC SYSTEM DESCRIPTION.
3. SOLAR PANEL LAYOUT IS DIAGRAMMATIC, ACTUAL PANEL SIZES.
LAYOUT AND CLEARENCES FROM OTHER OBSTRUCTIONS TBD BY VENDOR. FINAL SOLAR PANEL DESIGN TO BE DEFERRED SUBMITTAL.
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ROOF PLAN
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A1/ A-201
A1 ROOF PLAN
KEY NOTES
05.001 2" STANDING SEAM METAL ROOF05.011 PTD. GUTTER22.012 2" VENT THROUGH ROOF; SPD22.013 3" VENT THROUGH ROOF, SPD23.010 VEHICLE EXHAUST DISCHARE, SMD23.011 KITCHEN HOOD DISCHARGE; SMD23.012 ROOF EXHAUSTER, SMD26.019 SOLAR PANEL READY AREA, SED CALIFORNIA ENERGY COMMISSION SOLAR READY CALCULATIONTOTAL ROOF AREA (A): 3,903 SQ.FT.
AREA OF ROOF COVERED W/ SKYLIGHT (B): 0 SQ.FT.
MINIMUM SOLAR AREA CALCULATION:
.15 X (A-B) = C.15 X (3,903) = 586 SQFT.
ACTUAL SPACE ALLOTTED FOR PHOTOVOLTAIC PANELS:
SOLAR READY ZONE #1: 655 SQ.FT.SOLAR READY ZONE #2: 254 SQ.FT. SOLAR READY ZONE #3: 1080 SQ.FT.TOTAL SOLAR READY ZONE: 1,989 SQ.FT.
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) A B C
1234
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EQ EQ EQ EQ EQ EQ
41' - 6"
20' - 9" 20' - 9"
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" 3-' 12 " 4/ 1 4-' 12 " 4/ 3 01-' 52
15' - 0" 5' - 9" 8' - 6" 12' - 3"
08.015
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F12C
F12D
F2 - @ LANDING #1F2 - @ GROUND FLOOR LVL. F2 - @ LANDING #2F2 - BETWEEN LANDING #1 & LANDING #2 F12A
" 2/ 1 6-' 7
F11
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STR
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4' - 2" 1' - 8" 5' - 10"
" 0-' 3
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EH EH
EH EH EH
5' - 10" 8' - 3"
" 3-' 3
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CLG. SLOPE
F3D
41' - 6"
20' - 9" 20' - 9"
" 6-' 86
" 3-' 12 " 4/ 1 4-' 12 " 4/ 3 01-' 52
15' - 0" 5' - 9" 8' - 6" 12' - 3"
08.014
08.01408.01408.01408.014
23.01608.01608.016
F12A F12B
F12C
F12B
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STR
STR
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WS
WS
WS
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08.018
08.019
08.016
VRF IN-CEILING CASSETTE, SMD
SUPPLY GRILLE
RETURN GRILLE EXHAUST GRILLE
FIXTURE LEGEND
F2 WALL SCONCEF1 2X2 LED4' LINEAR LED LIGHT FIXTURE:F3A - CEILING MOUNTEDF3B - WALL MOUNTEDF3C - SUSPENDED2' LINEAR LED LIGHT FIXTURE:F3D - SURFACE MOUNTED
SHEET NOTES
F4A & F4B - 3" RECESSED LED CAN LIGHT F5A - 6' DIRECT/ INDIRECT WALL MTD. LEDF6 - 2' DIA. ROUND LED PENDANT AT STAIRF7 - 5" DIA X 9 3/4" HIGH. LED PENDANTF8 - WALL MTD. LED READING LIGHTF10 - 7" LED CLOSET LIGHTF11 - RECESSED WALL LED STEP LIGHTEXTERIOR WALL MTD. LED LIGHT FIXTUREW1 - 8 1/2" WIDE FIXTUREW2 - 8 1/2" WIDE FIXTUREW3 - 12" WIDE FIXTUREW4 - LED VAPORLIGHT WITH RED GLASS LENSW5 - LED VAPORLIGHT
CEILING ACCESS HATCH
UNDERCABINET LINEAR LED LIGHT FIXTUREF12A - 36" WIDE FIXTUREF12B - 60" WIDE FIXTURE F12C - 72" WIDE FIXTURE F12D - 108" WIDE FIXTURE
1. SEE SHEET A-512 FOR SECOND FLOOR BALCONY DETAILS2. SEE SHEET A-516 FOR ENTRY CANOPY DETAILS. 3. SEE SHEET A-601 FOR ROOM FINISH SCHEDULE.4. MECH. AND ELEC. LAYOUT PROVIDED FOR LOCATION ONLY, SED FOR LIGHT/ FSAS FIXTURE TYPES AND LOCATIONS. SMD FOR DIFFUSER, RETURN, EXHAUST, RADIANT HEATING AND EQUIPMENT TYPE AND LOCATION. LIGHT FIXTURE TYPES ARE F##, SED.
5. UON, ALL LIGHT FIXTURES AND CEILING MOUNTED DEVICES TO BE CENTERED IN ROOMS, HALLS AND ON THE CEILING TILES.
6. SEE SHEETS A-537 & A-538 FOR STANDARD SUSPENDED ACT; FLOOR/ CEILING ASSEMBLIES & GYP. BOARD CEILING DETAILS, TYP.
7. SEE ELECTRICAL DRAWINGS FOR EXRERIOR LIGHT FIXTURE
TYPES.
SS
T-BAR CHANNEL SPEAKERHARD LID CHANNEL SPEAKER
STR STROBE LIGHT
S WP WEATHERPROOF AMPLIFIED HORN SPEAKER
WS T-BAR CHANNEL SPEAKER
R RED RESPONSE LIGHT
SS 360 DEGREE SUSPENDED SOUNDSPHERE SPEAKER
EH - APP BAY CLG. SUSPENDED ELECTRIC RADIANT HEATING
2 X 2 ACOUSTIC CEILING TILE
CEILING MATERIALS LEGEND
PAINTED GYPSUM BOARD CEILING SUSPENDED FROM STRUCTURE ABOVEPAINTED GYPSUM BOARD CEILING ATTACHED TO STRUCTURE ABOVE;FL-1: NON-RATED CLG. ASSEMBLY;FL-2: 1-HR RATED CLG. ASSMEBLYEXPOSED PURLINS W/ T&G PANELING BEYOND )%
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
REFLECTED CEILING
PLANS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR REFLECTED CEILING PLAN
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR REFLECTED CEILING PLAN
KEY NOTES
05.010 PTD. DOWNSPOUT08.007 PTD. MTL CANOPY AT 4-FOLD DOORS08.008 SEGMENTED ROLL-UP DOOR OVERHEAD TRACK08.014 MS-2: MANUAL WALL MOUNTED SHADE W/ ROOM-DARKENING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
08.015 MS-1.2: CEILING RECESSED, MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING CLOTH; SEE SHEET A-603 FOR MORE INFO
08.016 MS-1.1: MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
08.018 MS-3: INSIDE WINDOW FRAME CABLE GUIDED, SHADE W/ LIGHT FILTERNING CLOTH; W/O FASCIA. SEE SHEET A-603 FOR MOR INFO
08.019 MS-4: NOT IN-USE10.002 MCINTIRE BRASS WORKS MODEL 20 FIRE POLE & ENCLOSURE10.004 CEILING SUSPENDED POT RACK10.026 RED/ GREEN 4-FOLD DOOR OPENING LIGHT SYSTEM. BY DOOR MANUF.10.027 RED/ GREEN SEGMENTED ROLL-UP DOOR OPENING LIGHT SYSTEM. BY DOOR MANUF.
11.022 AIR & ELECTRIC CEILING MTD. HOSE REEL, SPD, SED22.001 FIRE RISER, SPD23.003 VEHICLE EXHAUST SYSTEM RAIL; SMD23.006 INLINE SILENCER; SMD23.007 DUCTLESS SPLIT SYSTEM HEAT PUMP23.016 WALL MOUNTED VRF FAN COIL UNIT, SMD 1/8" = 1'-0"
L6 MECHANICAL LOFT RCP
P1
P1
P1
P1
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR
CEILING
25' - 0"
G1
A-301 A B C
TOP OF
ROOF
31' - 10"
08.002
05.002
04.001
05.001
08.003
05.00605.00408.002
08.002
08.002
06.001
12 3
20' - 9" 20' - 9"
41' - 6"
05.01232.017
A.6 B.4
05.00526.008
05.018
05.008
$
$
-
$
TYP.
$
$ TYP.
1 1
1/4"
32.002
22.025
$
$
"
8/
7 7
32.016
07.00132.01732.021
32.022
GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR
CEILING
25' - 0"
1 3 4
TOP OF
ROOF
31' - 10"
08.004
05.00204.001
08.003
05.001
08.002
05.005
05.004
A1
A-301
06.002
68' - 6"
2 25' - 10 3/4" 21' - 4 1/4" 21' - 3"
SAN CARLOS FIRE STATION NO. 16
05.009
06.003
03.004
$
$
$
$
$
$ $ -
-
$ TYP.
$
$
TYP. TYP.
$
$
-
$
TYP.
26.005
05.005
2' - 0" 2' - 0" 05.010
05.010
10.025
)
$
22.025 22.025
"
0 -
'
4 1
LEGEND
BRICK VENEER, BR-1
METAL PANEL SIDING, MP-1
2" STANDING SEAM METAL ROOF, SS-1
MODULAR ACOUSTIC PANEL, AP-1
CONCRETE MASONRY UNIT, CMU
ALUMINUM STOREFRONT
WINDOW
ALUMINUM STOREFRONT
SPANDREL PANEL
1. SEE SHEET A-601 FOR EXTERIOR FINISH SCHEDULE.2. SEE SHEET A-519 FOR EXTERIOR STAIR DESIGN
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR
ELEVATIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3/16" = 1'-0" RE: A1/ A-120
A1 PROPOSED SOUTH ELEVATION
3/16" = 1'-0" RE: A1/ A-120
G1 PROPOSED EAST ELEVATION
KEY NOTES
03.004 CMU RETAINING WALL & PERIMETER FENCE. 6' TALL FROM HIGH
POINT OF ADJACENT PROPERTY, SCD
04.001 BRICK VENEER05.001 2" STANDING SEAM METAL ROOF05.002 1 1/2" MTL. PANEL SIDING05.004 PTD. MTL. COPING05.005 PTD. STL. C-CHANNEL CANOPY05.006 C-CHANNEL STL. BALCONY05.008 12" ALUMINUM SAN CARLOS FIRE STATION SIGNAGE. FONT: ARIAL NARROW.
05.009 9" ALUMINUM SAN CARLOS FIRE STATION SIGNAGE05.010 PTD. DOWNSPOUT05.012 DESIGN-BUILD, ACOUSTIC SOUND BARRIER DIESEL GENERATOR ENCLOSURE PEN: 1' TALL MODULAR ACOUSTICAL PANEL (AP-1)WITH C-CHANNEL SUPPORT COLUMNS
05.018 GALV. MTL. BIKE RACK06.001 ALUM. CLAD WD. BEAM06.002 PTD. WOOD RAFTER06.003 PTD. 4X WOOD OUTRIGGER ATTACHED TO CONCEALED LAMINATED VENNER LUMBER TRUSS; 48" O.C. FROM GRID LINE 1TO 3.
07.001 GALVANIZED SHEET METAL SILL FLASHING08.002 ALUM. STOREFRONT & WINDOWS08.003 ALUM. STOREFRONT SPANDREL PANEL08.004 4-FOLD APPARATUS BAY DOORS10.025 BRUSHED ALUMINUM SELF-ILLUMINATED ADDRESS SIGN, SED22.025 RECESSED HOSE BIB, SPD26.005 EXTERIOR FACADE LIGHTING, SED26.008 SURFACE MOUNTED LED LIGHT, SED32.002 CMU TRASH ENCLOSURE32.016 VERTICAL CONCRETE CURB, SCD32.017 CONCRETE RETAINING WALL, SCD32.021 PERMEABLE PAVER ACCESSIBLE PARKING STALL, SCD32.022 BIORETENTION AREA, SCD NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR
CEILING
25' - 0"
G1
A-301 A B C
TOP OF
ROOF
31' - 10"
05.001
05.002
05.00404.001
06.00105.00608.006
12 3
06.002
41' - 6"
05.01022.001
05.010
26.008
A.6 B.4
15' - 0" 5’ - 9” 8' - 6" 12’ - 3”
23.00805.01405.01523.00805.016
26.008
26.008
23.008
05.017
-
$
(
$
$
$
TYP.
TYP.
TYP. " 0
-
'
11 "
0 -
'2
"
8 -
'
6 05.038
05.012
"
0 -
'
2 26.025
(
$
23.00126.001
23.002 22.002
GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR
CEILING
25' - 0"
1 3 4
TOP OF
ROOF
31' - 10"
05.002
05.006
04.00108.002
08.005
05.001
A1
A-301
06.002
05.004
68' - 6"
2 25' - 10 3/4" 21' - 4 1/4" 21' - 3"
11.001
26.008
22.00123.00926.008
23.00826.008
$
$ $ -
-
$
TYP.
(
$
)
$
$
$
$
$
)
$
$
$
$
$
$
$
-
$
TYP.
$
$
05.028
05.010
05.010
10.027
23.015
23.009
"
4/
3 1
1 -
'
01 "
4 /
10 -
'2
05.012
08.002
*
$
26.002
07.00132.02132.017
$
$
LEGEND
BRICK VENEER, BR-1
METAL PANEL SIDING, MP-1
2" STANDING SEAM METAL ROOF, SS-1
MODULAR ACOUSTIC PANEL, AP-1
CONCRETE MASONRY UNIT, CMU
ALUMINUM STOREFRONT
WINDOW
ALUMINUM STOREFRONT
SPANDREL PANEL
1. SEE SHEET A-601 FOR EXTERIOR FINISH SCHEDULE.2. SEE SHEET A-519 FOR EXTERIOR STAIR DESIGN
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR
ELEVATIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3/16" = 1'-0" RE: A1/ A-120
A1 PROPOSED NORTH ELEVATION
3/16" = 1'-0" RE: A1/ A-120
G1 PROPOSED WEST ELEVATION
KEY NOTES
04.001 BRICK VENEER05.001 2" STANDING SEAM METAL ROOF05.002 1 1/2" MTL. PANEL SIDING05.004 PTD. MTL. COPING05.006 C-CHANNEL STL. BALCONY05.010 PTD. DOWNSPOUT05.012 DESIGN-BUILD, ACOUSTIC SOUND BARRIER DIESEL GENERATOR ENCLOSURE PEN: 1' TALL MODULAR ACOUSTICAL PANEL (AP-1)WITH C-CHANNEL SUPPORT COLUMNS
05.014 PTD. STL. GUARDRAIL05.015 PTD. STL. C-CHANNEL STAIR STRINGER05.016 PTD. HSS; SSD05.017 PTD. STL. 1 1/2" HANDRAIL05.028 FIRE LADDER TRAINING BAR05.038 EXTERIOR STL. CANE DETECTION RAILING UNDER STAIRS06.001 ALUM. CLAD WD. BEAM06.002 PTD. WOOD RAFTER07.001 GALVANIZED SHEET METAL SILL FLASHING08.002 ALUM. STOREFRONT & WINDOWS08.005 SECTIONAL ROLL-UP DOOR W/ SIDE MTD. OPERATOR08.006 PTD. HOLLOW MTL. DOOR10.027 RED/ GREEN SEGMENTED ROLL-UP DOOR OPENING LIGHT SYSTEM. BY DOOR MANUF.
11.001 100 KW DIESEL POWERED EMERGENCY BACK UP GENERATOR IN SOUND/ WEATHER ENCLOSURE SITTING ATOP 415 GALLON BELLYTANK; SED
22.001 FIRE RISER, SPD22.002 200 GALLON WATER STORAGE TANK, SPD23.001 VRF HEAT RECOVERY CONDENSING UNIT, SMD23.002 OUTDOOR COIL UNIT, SMD23.008 4" WALL LOUVRE; SMD23.009 WALL CAP; SMD23.015 THRU-WALL FLU/ INTAKE, SMD26.001 MAIN SWITCHBOARD; SED26.002 AUTOMATIC TRANSFER SWITCH; SED26.008 SURFACE MOUNTED LED LIGHT, SED26.025 PV DISCONNECT32.017 CONCRETE RETAINING WALL, SCD32.021 PERMEABLE PAVER ACCESSIBLE PARKING STALL, SCD NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR
CEILING
25' - 0"
G1
A-301
A B C
TOP OF
ROOF
31' - 10"
BOTTOM OF (N)
RETAINING WALL
TOP OF (N)
RETAINING WALL
3.5% SLOPE 1.8% SLOPE 7.8% SLOPE
TOP OF CURB
BOTTOM OF CURB
FACE OF BUILDING TO PROPERTY LINE
46' - 2 1/2"
FACE OF BUILDING TO BOTTOM OF CURB
20' - 7"
20' - 9" 20' - 9"
41' - 6"
4-FOLD DOORS SEGMENTED
ROLL-UP DOOR
12 3
"
2/1
9 -
'
51 .,7&+(1
+$//:$<
678'<
$33$5$786%$<
TYPICAL ROOF ASSEMBLY:PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 2X T&G DECKING O/ 4X8 @ 48" O.C.; TYP.PTD. GSM GUTTER; TYP.FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ PLYWOOD SHEATHING O/ 14" I-JOISTS O/ 7/8" HAT CHANNEL O/ (2) LAYERS OF 5/8" TYPE "C". PTD. GYP. BD.; (PROVIDE 3" MIN. THICK CLOSED CELL FOAMED-IN-PLACE INSULATION); TYP. 1 3/4" X 11 7/8" LVL @ 24" O.C. FROM GRIDLINE 1 THROUGH 34X OUTRIGGER ATTACHED TO LVL @ 48" O.C.
A.6 B.4
(N) CMU FENCE
PTD. 3/4" STL. PLATE; TYP.
PTD. 3/4" STL. PLATE; TYP.
$
$
FL-2
GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR
CEILING
25' - 0"
1 3 4
TOP OF
ROOF
31' - 10"
A1
A-301
2 21' - 3" 21' - 4 1/2" 25' - 10 1/2"
68' - 6"
$33$5$786%$<
'250
%$7+5220
$&&(66,%/(
%$7+5220
.,7&+(1
'$<5220
7851287
(;(5&,6(
WALL ASSEMBLY @ METAL PANEL:PTD. METAL PANEL O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.WALL ASSEMBLY @ VENEER BRICK:VENEER BRICK O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/5" CONC. SLAB O/ VAPOR RETARDER OVER 4" CRUSHED ROCK O/ COMPACTED FILL.; TYP. 3' - 9" 3' - 9"
08.001 08.001
FL-2 FL-2 FL-1
$
-
INTERIOR
STAIRWELL
BEYOND
1. SEE FLOOR/ CEILING ASSEMBLY TYPES AND DETAILS ON
SHEET A-537
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
BUILDING SECTIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3/16" = 1'-0" RE: A1/ A-120
A1 LATERAL BUILDING SECTION
3/16" = 1'-0" RE: A1/ A-120
G1 PROPOSED LONGITUDINAL BUILDING SECTION
P1
P1
NO. DATE ISSUE DESCRIPTION
03/09/2020 SCHEMATIC DESIGN06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
ROOF SPRING POINT
EL.=+25'-0"
SECOND LEVEL
EL.=+17'-0"
FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ 3/4" T&G PLYWOOD SHEATHING O/ 11 7/8" IJOISTS O/ 5/8" TYPE "X". PTD. GYP. BD.; (FILL CAVITY WITH BATT INSULATION); TYP.
TYPICAL ROOF ASSEMBLY:PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 1/2" PLYWOOD SHEATHING O/ 2X T&G DECKING O/ 3 1/2X11 7/8 LVL @ 48" O.C.; TYP.
WALL ASSEMBLY @ METAL PANEL:PTD. METAL PANEL O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ 1/2" PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.WALL ASSEMBLY @ VENEER BRICK:VENEER BRICK O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/ 5" CONC. SLAB O/ VAPOR RETARDER OVER 10" CRASHED ROCK O/ COMPACTED FILL.; TYP.
GROUND LEVEL
EL.=+0'-0"
PTD. GSM GUTTER; TYP.
C
12 3
PTD. GSM FLASHING; TYP.
NOTE: 5 1/2" RIGID INSULATION COULD BE POLYISOCYANURATE WHICH HAS R-VALUE OF 6 PER INCH. XPS HAS BETTER MOISTURE RESISTANT AND HAS R-VALUE OF 5 PER INCH.
T.O. VENEER BRICK
(46 BRICK COURSES)
10' - 0 3/4"
$
$
$
$ O.H.
12' - 6 1/4"
6' - 8"
9' - 8" MIN. CLR.
6' - 8"
1' - 2"
6' - 7" CLR.
LULA ELEVATOR
DAY ROOM 206ENTRY 101
ELEVATOR
CONTROL RM 205
1 HR. RATED ELEVATOR CONTROL RM CLG:- (2) LAYERS OF 5/8" TYPE "X" GYP. BD.- 2X10 WD. JOISTS @ 24" O.C.- 1/2" PLYWOOD ATTACHED TO TOPSIDE OF FRAMINGMECH. DUCT; SMD $
- O.H.
$
.
7' - 2"
T.O. DOOR FRAME
3x6 FRAMING O/ ELEVATOR SHAFT; SSD
7'-0" MIN. PER CA ELEVATOR CODE SECT. 3011(e)(1)
9 1/4"
ROOF SPRING POINT
EL.=+25'-0"
SECOND LEVEL
EL.=+17'-0"
FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ 3/4" T&G PLYWOOD SHEATHING O/ 11 7/8" IJOISTS O/ 5/8" TYPE "X". PTD. GYP. BD.; (FILL CAVITY WITH BATT INSULATION); TYP.
TYPICAL ROOF ASSEMBLY:PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 1/2" PLYWOOD SHEATHING O/ 2X T&G DECKING O/ 3 1/2X11 7/8 LVL @ 48" O.C.; TYP.
WALL ASSEMBLY @ METAL PANEL:PTD. METAL PANEL O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ 1/2" PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.WALL ASSEMBLY @ VENEER BRICK:VENEER BRICK O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/ 5" CONC. SLAB O/ VAPOR RETARDER OVER 10" CRASHED ROCK O/ COMPACTED FILL.; TYP.
GROUND LEVEL
EL.=+0'-0"
PTD. GSM GUTTER; TYP.
LINE OF CEILING BEYOND
C
12 3
PRE-FINISH METAL FLASHING; TYP.
NOTE: 5 1/2" RIGID INSULATION COULD BE POLYISOCYANURATE WHICH HAS R-VALUE OF 6 PER INCH. XPS HAS BETTER MOISTURE RESISTANT AND HAS R-VALUE OF 5 PER INCH.
T.O. VENEER BRICK
(46 BRICK COURSES)
10' - 0 3/4"
STOREFRONT SYSTEM; TYP.
10' - 2 1/2"
PTD. CANOPY; TYP.
$
$
$
$ O.H.
$
+
O.H.
$
.
7' - 2 3/4"
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
WALL SECTIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: G1/ A-201
A1 WALL SECTION BETWEEN GRIDLINES 3&4
1/2" = 1'-0" RE: G1/ A-201
A11 WALL SECTION BETWEEN GRIDLINES 3&4 @ STOREFRONT
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
SECOND LEVEL
EL.=+17'-0"
FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ 3/4" T&G PLYWOOD SHEATHING O/ 11 7/8" I-JOISTS O/ 7/8" HAT CHANNEL O/ (2) LAYERS OF 5/8" TYPE "C". PTD. GYP. BD.; (PROVIDE 3" MIN. THICK CLOSED CELL FOAMEDIN-PLACE INSULATION); TYP.
TYPICAL ROOF ASSEMBLY: (NORTH OF GRIDLINE 3)PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 1/2" PLYWOOD SHEATHING O/ 1 3/4"X11 7/8" LVL @ 24" O.C.; TYP.
WALL ASSEMBLY @ METAL PANEL:PTD. METAL PANEL O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ 1/2" PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/ 10" CONC. SLAB O/ VAPOR RETARDER OVER 6" CRASHED ROCK O/ COMPACTED FILL.; TYP.
GROUND LEVEL
EL.=+0'-0"
PTD. GSM GUTTER; TYP.
ALUM WINDOW; TYP.
C
12 3
2X T& G AT EXTERIOR; TYP.
FINISH CEILING
4-FOLD DOOR.; TYP.
.
R
L
C"
8/
1 0
-
'
41 OFFICE
APPARATUS BAY
4X OUTRIGGER; SSD
FIN. AS REQ'D.; SCD
ROOF SPRING POINT
EL.=+25'-1 9/16"
$
$
$
.
$
(
$
$
$
$
$
)
"
2 -
'3
$
$
MECH. DUCT; SMD
"
4 /
3 2
-
'
7 B4
ROOF SPRING POINTEL.=+25'-0 7/8"SECOND LEVELEL.=+17'-0" TYPICAL ROOF ASSEMBLY: (NORTH OF GRIDLINE 3)PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 1/2" PLYWOOD SHEATHING O/ 1 3/4"X11 7/8" LVL @ 24" O.C.; TYP.WALL ASSEMBLY @ METAL PANEL:PTD. 1 1/2" METAL PANEL O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ 1/2" PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ 3/4" T&G PLYWOOD SHEATHING O/ 11 7/8" I-JOISTS O/ 7/8" HAT CHANNEL O/ (2) LAYERS OF 5/8" TYPE "C". PTD. GYP. BD.; (PROVIDE 3" MIN. THICK CLOSED CELL FOAMED-IN-PLACE INSULATION); TYP.
FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/ 10" CONC. SLAB O/ VAPOR RETARDER OVER 6" CRASHED ROCK O/ COMPACTED FILL.; TYP.GROUND LEVELEL.=+0'-0" PTD. GSM GUTTER; TYP.
A
12 3
2X T& G AT EXTERIOR; TYP.
"
6 1
/
1 2
-
'
8 FINISH CEILING
SECTIONAL DOOR.; TYP.
.
R
L
C
"
0 -
'
4 1
KITCHEN
APPARATUS BAY
4X OUTRIGGER; SSD
FIN. AS REQ'D.; SCD
SHAFT
)
.
R
F
MR
O
OD
R
E
P.NI
M
"
6 -
'
1 (
"
4 /
1 9
-
'
1 $
)
$
$
$
$
LINE OF METAL PANEL WALL BEYOND; SHOWN DASHED; TYP. (SEE ALSO EXT. ELEVATION.) $
$
$
.
SUPPLY AIR GRILLE IN FOREGROUND; SHOWN DASHED; TYP.SUPPLY AIR DUCT; SMDFIRE LADDER TRAINNIG BAR;SEE ALSO ELEVATION *
$
"
0 -
'
5 A.6
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
WALL SECTIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: G1/ A-201
A1 WALL SECTION - EAST 4-FOLD DOOR
1/2" = 1'-0" RE: G1/ A-202
A8 WALL SECTON - WEST SECTIIONAL DOOR
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ENTRY
GROUND LEVELEL.=+0'-0"
SECOND LEVELEL.=+17'-0"
4 3' - 11 1/2"
T.O. BEAMEL.=+25'-0"
DAY ROOM
FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/ 5" CONC. SLAB O/ VAPOR RETARDER OVER 10" CRASHED ROCK O/ COMPACTED FILL.; TYP.
TYPICAL ROOF ASSEMBLY: (SOUTH OF GRIDLINE 3)PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 1/2" PLYWOOD SHEATHING O/ 2X T&G WOOD DECK O/ 3 1/2"X11 7/8" LVL @ 48" O.C.; TYP.PTD. ALUM. STOREFRONT; TYP. "
8 -
'
2 "
6 -
'
7 4' - 6"
"
8 2 3/4"
5' - 1 1/2"
T.O. ENTRY DOOREL.=+7'-6"
HSS
$
*
FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ 3/4" T&G PLYWOOD SHEATHING O/ 11 7/8" IJOISTS O/ 5/8" TYPE "X". PTD. GYP. BD.; (FILL CAVITY WITH BATT INSULATION); TYP. $
(
$
$
$
$
$
(
$
-
CL
CL
WALL MTD. LIGHT FIXTURE; SED
$
$
4" AIR INTAKE WALL LOUVER; SMD
$
$
$
.
"
2 -
'
0 1
PUSH
TO OPEN
± 1' - 8" ; V.I.F.
A
12 3
$
$
$
.
"
2 /
1 6
-
'
3 O.H.
O.H.
$
$
TYPICAL ROOF ASSEMBLY:PRE-FINISHED STANDING SEAM METAL ROOF O/ HIGH-TEMP ROOFING MEMBRANE O/ 1/2" PLYWOOD SHEATHING O/ 3X6 BLOCK W/ 5 1/2" RIGID INSULATION O/ 1/2" PLYWOOD SHEATHING O/ 2X T&G DECKING O/ 3 1/2X11 7/8 LVL @ 48" O.C.; TYP.WALL ASSEMBLY @ VENEER BRICK:VENEER BRICK O/ 3" MIN. CAVITY W/ 2" RIGID INSULATION O/ WRB O/ PLYWOOD SHEATHING O/ 2X FRAMING. (FILL CAVITY W/ BATT INSULATION) O/ VAPOR RETARDER O/ 5/8" GYP. BD.; TYP.FLOOR ASSEMBLY @ HOUSE:FINISH AS SCHEDULED O/ 5" CONC. SLAB O/ VAPOR RETARDER OVER 10" CRASHED ROCK O/ COMPACTED FILL.; TYP.
FLOOR/ CEILING ASSEMBLY:FINISH FLOOR (SEE SCHEDULE) O/ 3/4" T&G PLYWOOD SHEATHING O/ 11 7/8" IJOISTS O/ 5/8" TYPE "X". PTD. GYP. BD.; (FILL CAVITY WITH BATT INSULATION); TYP. )
.
F
.
I
.
V
(
"
8/
1 1
-
'
3 "
0 -
'
7 PTD. ALUM. STOREFRONT W/ DOORPTD. ALUM. LOUVERPTD. ALUM. STOREFRONT W/ DOORFIN. AS REQ'D.; SCD $
)
$
$
$
$ SIM.
SECOND LEVEL
EL.=+17'-0"
GROUND LEVEL
EL.=+0'-0"
2X IPE DECKING; TYP.MECH. DUCT; SMD
PTD. METAL GUARDRAIL; TYP.
$
+
$
'
DAY ROOM
EXERCISE ROOM
FIN. CLG.
EL.=+12'-0"
CLG. AS SCHEDULED
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
WALL SECTIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-201
A1 WALL SECTON - SOUTH ENTRY DOOR
1/2" = 1'-0" RE: G1/ A-202
A9 WALL SECTION BETWEEN GRIDLINES 3&4 @ BALCONY
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 5' - 1" CLR
"
1 1
-
'
4 %$7+5220
A-401 J13
J9
$
-
7' - 8"
"
2 -
'5
A-401
A9
E13
E9
A13
"
2 -
'3
"
0 -
'2
1' - 6 1/2"
3' - 0"
"
2 1FURRED WALL
-HR RATED SHAFT WALL
OPEN TO
BEYOND
08.011
10.022
3' - 2"
"
0 1
-
'
1 "
2 -
'
7 "
2 -
'
3 10.010
(
$
ALIGN
1' - 0" 1' - 0" 1/4"
"
2 -
'
7 "
4 2"
1' - 0" 3' - 6"
10.01722.015
$
$
7" - 9"
"
5 -
'
1 10.008
1' - 5 1/2"
26.017
09.020
(
$
$
$
2' - 0" 1' - 0"
"
0 1
-
'
2 ”
2 "
1 -
'
2 "
2 -
'
7 10.017
10.006
09.006
10.01310.02010.012
09.007
"
0 -
'
4 09.004
"
4 -
'
3 "
0 -
'
4 OPEN TO
BEYOND
08.011
09.01210.01910.01809.008
"
8 -
'
1 "
4 -
'
3 09.014
$
(
$
-
"
2 -
'
7 1. REFER TO SHEET A-005 FOR ACCESSIBLE CLEARANCES &
MOUNTING HEIGHTS.
2. ALL ADA REQUIRED DIMENSIONS ARE CLEAR DIMENSIONS TO
FACE OF FINISH.
SHEET NOTES
BATHROOM ACCESSORY SCHEDULE
ACCESSORY NAME EQ #RECESSED SEAT COVER DISPENSERSURFACE MOUNTED DOUBLE-ROLL TOILET TISSUE DISPENSER A4A5
CONTURA-SERIES RECESSED MULTI-ROLL TOILET TISSUE DISPENSER A6
RECESSED PAPER TOWEL DISPENSER
A1A2A3
MANUFACTURER USED IN ROOMS TOTAL QUANTITY
3 BOBRICK
BOBRICKBOBRICKBOBRICK
212110, 213
3 COMMENTS MODEL NUMBER
B-3013B-686B-4388B-35903
-- 1
2-
-
STAINLESS STEEL GRAB BARS W/ SNAP FLANGE
A7A8
SURFACE MOUNTED DOOR BUMPERTOWEL PIN
BOBRICKIVESBOBRICK 110, 212, 213
110 ,213
PER PLANS
B-5806 SERIESWS401/402CCV (US15)B-6777
43 X2 36", X2 42"
EXTRA HEAVY DUTY TOWEL BAR W/ CONCEALED MOUNTING AND SNAP FLANGE
FOR GLASS SHOWER DOORS-
BOBRICK B-530 X 18 3-
110, 212, 213110, 212, 213110, 212, 213110, 212, 213
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ENLARGED PLAN
AND ELEVATIONS -
BATHROOM 110
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0"
A1 ENLARGED ACCESSIBLE RESTROOM (110) PLAN
1/2" = 1'-0" RE: A1/ A-120
A13 BATHROOM 110 EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-120
E13 BATHROOM 110 - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-120
E9 BATHROOM 110 - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-120
A9 BATHROOM 110 - NORTH ELEVATION
1/2" = 1'-0" RE: A1/ A-401
J13 BATHROOM 110 SHOWER STALL - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-401
J9 BATHROOM 110 SHOWER STALL - SOUTH ELEVATION
KEY NOTES
08.011 GLASS SHOWER DOOR W/ FULLY TEMPERED GLAZING COMPLIANT WITH CBC SECTION 11B-303 AND CBC 11B-608.8
09.004 WALL TILE WAINSCOT, WT-109.006 CORIAN (SSM-1) COUNTERTOP AND BACKSPLASH09.007 TERRAZZO WALL BASE AND FLR. FIN., TR-109.008 CORIAN (SSM-2) SHOWER ENCLOSURE AND SHOWER PAN09.012 PAINT, PT-209.014 1/2" CORIAN (SSM-2) SHAMPOO SHELF09.020 FRAMELESS MIRROR10.006 RECESSED TOILET SEAT COVER DISPENSER10.008 RECESSED MULTI-ROLL TOILET TISSUE DISPENSER10.010 RECESSED PAPER TOWEL DISPENSER10.012 WALL MTD. HOOK10.013 WALL MTD. TOWEL BAR10.017 ACCESSIBLE STAINLESS STEEL TOILET GRAB BARS10.018 ACCESSIBLE FOLDING SHOWER SEAT10.019 ACCESSIBLE SHOWER GRAB BARS10.020 WALL MTD. DOOR STOP10.022 STORAGE LOCKERS22.015 FLR. MTD. TOILET26.017 WALL MTD. STRIP LIGHTING FIXTURE, SED P1
P1
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
09.001
09.003
"
2 -
'
7 08.009
"
6 -
'
5 "
4 -
'
1 "
4 4' - 0" 4' - 0" 4' - 0"
EQ EQ
EQ EQ
ALIGN
09.00309.001
09.005
8' - 0" 8' - 0"
08.015
+
$
09.001 " 8
-
'
1 09.003
6' - 8"
EQ EQ
"
0 -
'
7 CL
11.00511.01326.00906.011
08.015
08.020
+
$
$
$
09.001
18' - 11 5/8"
09.003
8' - 0" 8' - 0"
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR
ELEVATIONS -
EXERCISE RM
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-120
A9 EXERCISE RM EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-120
E1 EXERCISE RM SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-120
E9 EXERCISE RM WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-120
A1 EXERCISE RM NORTH ELEVATION
KEY NOTES
06.011 PROVIDE BLOCKING FOR WALL MOUNTED MONITOR PER DETAIL E12/A-531
08.009 BUTT-GLAZED MIRRORS08.015 MS-1.2: CEILING RECESSED, MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING CLOTH; SEE SHEET A-603 FOR MORE INFO
08.020 'RAIN PATTERN' TEXTURED GLAZING DOOR LITE09.001 RUBBER WALL BASE. RB-109.003 FIBER REINFORCED PANEL, FRP-109.005 PAINT, PT-111.005 TELEVISION11.013 ARTICULATING, WALL MOUNTED FLAT SCREEN TV BRACKET26.009 POWER / CABLE / DATA OUTLETS, SED NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
09.003
26.01009.003
03.003
23.013
4' - 0" 4' - 0" 4' - 0" 1' - 10 5/16"
"
0 -
'
2 "
0 -
'
2 9' - 9"
"
2 -
'7
EQ EQ EQ
05.02009.001
-
$
$
$
-
$
106L
23.017
WING WALL OUTLINE
10.036
22.024 05.036 03.003
09.012
E
26.032
10.03910.04110.040
10.023
3' - 0" 09.003
12.00212.00209.001
26.018
23.013 08.005
09.003
"
0 -
'
2 "
2 -
'
3 05.036
09.001
2' - 6 7/8" 4' - 0" 4' - 0" 2' - 4 1/2"
"
2 -
'
3 "
0 -
'
2 -
$
$
$
$
$
(
$
(
$
23.017
10.036
10.036
26.02826.030
DDD
HHH
23.019
E
E
26.032
26.032
23.018
10.038
"
2 -
'
4 "
0 1
-
'
2 3' - 3" 3' - 3"
3' - 3" 3' - 3" 3' - 3" 1' - 9"
5' - 0"
"
8 (
$
-
$
28.004
08.004 08.004
09.003 09.003
23.013
03.003
23.013
CP CP
08.012 08.012
10.026
10.026
10.030
"
0 -
'
4 $
$
1’ - 3”
2' - 1"
23.017 23.017
26.02722.023
22.02326.027
D D E
26.032
11.022
11.022
09.003
03.003
08.005
23.013
23.013 26.018
10.023
26.011 28.001
10.027 10.029
"
0 -
'
2 "
0 -
'
2 1' - 3"
2' - 7"
06.012
23.017
3' - 2" 4' - 0" 4' - 0"
10.03709.003
10.036
4' - 0" 2' - 1 1/2"
"
2 -
'
7 22.023
26.031
HH
26.030
09.00510.03603.003
E E
26.032
26.032
08.021
D
26.026
09.01209.00303.003
4' - 0" 4' - 0" 1' - 9 3/16"
10.03822.026
09.01210.03709.00303.003
"
4 -
'2
10.042
11.008
09.003
11.007
2' - 7 1/4" 4' - 0"
03.003
09.003
4' - 0" 1' - 3 3/4"
09.012
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR
ELEVATIONS - APP
BAY & DECON RM
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/4" = 1'-0" RE: A1/ A-120
A1 APPARATUS BAY INT ELEV - NORTH ELEVATION
1/4" = 1'-0" RE: A1/ A-120
A9 APPARATUS BAY INT ELEC - SOUTH ELEVATION
1/4" = 1'-0" RE: A1/ A-120
E1 APPARARUS BAY INT ELEV - EAST ELEVATION
1/4" = 1'-0" RE: A1/ A-120
E9 APPARATUS BAY INT ELEV - WEST ELEVATION
KEY NOTES
03.003 6" HIGH CONCRETE CURB, SEE CURB PLAN AND SSD05.020 STAINLESS-STEEL BACKSPLASH; ST-205.036 STAINLESS STEEL COUNTERTOP; ST-106.012 PROVIDE BLOCKING FOR FF&E SHELVING PER DETAIL E12/A-53108.004 4-FOLD APPARATUS BAY DOORS08.005 SECTIONAL ROLL-UP DOOR W/ SIDE MTD. OPERATOR08.012 4-FOLD APPARATUS BAY DOORS CONTROL PANEL08.021 SECTIONAL ROLL-UP DOOR OPERATOR09.001 RUBBER WALL BASE. RB-109.003 FIBER REINFORCED PANEL, FRP-109.005 PAINT, PT-109.012 PAINT, PT-210.023 HEAVY-DUTY STEEL SHELVING, OFCI10.026 RED/ GREEN 4-FOLD DOOR OPENING LIGHT SYSTEM. BY DOOR MANUF.
10.027 RED/ GREEN SEGMENTED ROLL-UP DOOR OPENING LIGHT
SYSTEM. BY DOOR MANUF.
10.029 PRE-EMPT SYSTEM CABINET ENCLOSURE, SED10.030 RECESSED FIRE EXTINGUISHER & CABINET10.036 CORNER GUARD10.037 WALL END GUARD10.038 STAINLESS STL. SHELVING10.039 FLAMMABLE LIQUID STORAGE10.040 D-CYLINDER OXYGEN STORAGE RACK10.041 SCBA CYLINDER CARRIER10.042 MOP HOLDER11.007 WASHING MACHINE11.008 DRYER11.022 AIR & ELECTRIC CEILING MTD. HOSE REEL, SPD, SED12.002 RADIO CHARGING CABINET22.023 WALL MTD. COMPRESSED AIR CONNECTION 36" AFF, SPD22.024 WALL MTD. COMPRESSED AIR CONNECTION ABV. BACKSPLASH, SPD
22.026 CAST IRON MOP SINK, SPD23.013 VEHICLE EXHAUST SYSTEM FAN; SMD23.017 CEILING SUSPENDED, ELECTRIC RADIANT HEATING PANEL; 12' MAX. AFF; SMD
23.018 ERV CONTROLLER, SMD23.019 PLYMOVENT CONTROL PANEL, SMD26.010 EXTERIOR LIGHTING CONTROL PANEL, SED26.011 EMERGENCY LIGHTING INVERTER, SED26.018 CEILING MTD. LINEAR LED LIGHT, SED26.026 SECTIONAL ROLL-UP DOOR CONTROL, SED26.027 4-FOLD DOOR CONTROL, SED26.028 MASTER DOOR CONTROL PANEL, SED26.030 ELECTRIC RADIANT HEATER SWITCH, SED26.031 PRE-EMPT PUSH BUTTON AND PUSH BUTTON SIGN, SED26.032 LIGHT SWITCH, SED28.001 FIRE ALARM, SED28.004 WALL-MOUNTED FS ALERT SYSTEM; SED 1/2" = 1'-0" RE: A1/ A-120
J5 DECON 03 - EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-120
J1 DECON 03 - NORTH ELEVATION
1/2" = 1'-0" RE: A1/ A-120
J9 DECON 03 - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-120
J13 DECON 03 - WEST ELEVATION
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
P2 P2
P2
P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 2' - 0" TYP.
"
1 -
'
1 "
8 -
'
3 "
3 -
'
1 1' - 9" TYP.
(L04) (L03) (L02) (L01)
"
4 SHEET METAL INFILL PANEL @ CORNER; FIN. TO MATCH
ADJACENT LOCKERS
(L08) (L07) (L06) (L05) (L13) (L12)
09.001 03.006
SECURITY BOX WITH FRICTION CATCH PADLOCK HASPSTORAGE CUBBYCOAT ROD & HOOKSDIAMOND PERFORATION PANELS BETWEEN LOCKERSFOOT LOCKER DOOR W/ REINFORCEMENT PAN, PADLOCK HASP & CONTINUOUS HINGE
10.035
(L11) (L10) (L09)
SHEET METAL INFILL PANEL @ CORNER; FIN. TO MATCH
ADJACENT LOCKERS
ALIGN
A-403A G13
G9
G5
G1
7851287
24"Wx21"D(L13)
24"Wx21"D(L12)
24"Wx21"D(L11)24"Wx21"D(L10)24"Wx21"D(L09)
24"Wx21"D(L08)
24"Wx21"D(L07)
24"Wx21"D(L06)
24"Wx21"D(L05)
24"Wx21"D(L01)24"Wx21"D(L02)24"Wx21"D(L03)24"Wx21"D(L04) 1' - 6"
CLR.
12' - 5 1/2"
"
2 /
1 9
-
'
9 DIAMOND PERFORATED PANELS @ LOCKERS THAT
ABUT EACH OTHER IN A ROW
SHEET METAL INFIL PANELS @ CORNER. FIN. TO MATCH
ADJACENT LOCKERS
PROVIDE SOLID, SHEET METAL LOCKER TOP AT OPEN CORNER LOCATION; FINISH TO MATCH ADJACENT LOCKERSSHEET METAL INFILL PANELS @ CORNER; FIN. TO MATCH
ADJACENT LOCKERS
"
0 -
'
5 1. BASIS OF DESIGN: PENCO STADIUM FULLY FRAMED LOCKER (KNOCKDOWN); COLOR: GRAY (026)
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR PLANS
AND ELEVATIONS -
TURNOUT
$$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-403A
G13 TURNOUT - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-403A
G9 TURNOUT - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-403A
G1 TURNOUT - NORTH ELEVATION
1/2" = 1'-0" RE: A1/ A-403A
G5 TURNOUT - EAST ELEVATION
KEY NOTES
03.006 4" HIGH CONCRETE CURB, SEE CURB PLAN AND SSD09.001 RUBBER WALL BASE. RB-110.035 MTL. TURNOUT LOCKER 1/2" = 1'-0" RE: A9/ A-122
A1 ENLARGED TURNOUT PLAN
NO. DATE ISSUE DESCRIPTION
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
STAIR
LANDING
8' - 6"
TO
HALLWAY
BEYOND
"
4 -
'
7 "
2 /
1 7
-
'
7 05.02505.02605.02405.023
26.01526.014
05.014
10.00226.015
10.002
23.014
26.016
RB-1
26.014
"
8 /3
6 @
R
8 "
3 -
'
4 "
8 /3
6 @
R
8 "
3 -
'
4 "
8 /3
6 @
R
8 "
3 -
'
4 "
8/
3 6
@
R
8 "
3 -
'
4 "
3 -
'
2 1
"
6 -
'
8 "
3 -
'
4 4' - 4"
26.014
05.037
"
0 1
-
'
2 "
6 -
'
3 $
$
$
$
$
*
”
6 -
’
3$
(
$
- 3' - 6"
.
R
L
C
"
2/
1 9
-
'
6 "
6 -
'
3 "
0 1
-
'
2 4' - 4"
*
$
UP
7T @ 11"
6' - 5"
LANDING #1
10.002
"
6 -
'
3 "
8 /
54 -
'8
05.03705.014
1' - 11"
4' - 4"
DN
UP
"
6 -
'3
7T @ 11"
6' - 5"
WALL MNT.FLR. MNT.
LANDING #1
LANDING #2
10.002
"
1 "
8 /
5 2
-
'
8 "
1 "
6 -
'3
3' - 6" 4' - 4"
7T @ 11"
6' - 5" 4' - 4" 3' - 6"
DN
7T @ 11"
6' - 5"
10.002
LANDING #3
LANDING #2
UP
7T @ 11"
6' - 5" 4' - 4" 3' - 6"
4' - 4" 3' - 6"
A9
A-404
LANDING #3
SECOND FLOOR
DN
"
6 -
'
3 "
6 -
'
3 7T @ 11"
6' - 5" 4' - 4"
WALL MNT.FLR. MNT.
*
$
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ENLARGED PLANS
AND SECTION -
STAIRS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: K1/ A-404
A9 STAIR SECTION
1/4" = 1'-0"
A1 FIRST FLOOR TO LANDING #1
1/4" = 1'-0"
D1 LANDING #1 TO LANDING #2
1/4" = 1'-0"
G1 LANDING #2 TO LANDING #3
1/4" = 1'-0" RE: A1/ A-201
K1 LANDING #3 TO SECOND FLOOR
KEY NOTES
05.014 PTD. STL. GUARDRAIL05.023 C12X30 STRINGER, SSD05.024 C12X30, SSD05.025 RUBBER STAIR TREAD OVER MTL. STAIR W/ CONC. INFILL; TYP05.026 HSS 8X6, SSD05.037 PTD. STL. CANE DETECTION RAILING UNDER STAIRS10.002 MCINTIRE BRASS WORKS MODEL 20 FIRE POLE & ENCLOSURE23.014 WALL MTD. SUPPLY GRILLE, SMD26.014 INTERIOR LED WALL SCONCE, SED26.015 RECESSED LED STEP LIGHT, SED26.016 2' DIA. ROUND LED PENDANT, SED SHEET NOTES1. SEE SHEETS A-534 & A-535 FOR STAIR AND HANDRAIL DETAILS.2. FINAL STAIR DESIGN TO BE DEFFERED SUBMITTAL. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS INCLUDING CONNECTIONS TO SUPPORT STRUCTURE AND FOUNDATIONS, INDICATING COMPLIANCE WITH APPLICABLE CODES.
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 2 3/4" 1' - 5 3/4"
42" CLR
"
4/
3 2
.
R
L
C
"
4/
3 5
8 05.03105.021
1" 1' - 5 3/4" 2 3/4"
"
5 -
'
6 "
6 2 3/4" 1' - 5 11/16" 1" 1' - 5 11/16" 1" 1' - 5 11/16" 2 3/4" 60 1/2" CLR.
"
4/
32 "
5 -
'6
"
6 .
R
L
C
"
4/
3 58
05.03105.021
42" CLR
.
R
L
C
"
4/
3 5
8 05.031
"
6 5" 3' - 0" 1" 2 3/4" 1' - 5 11/16" 1" 1' - 5 11/16" 1" 1' - 5 11/16" 2 3/4" 60 1/2" CLR.
"
4/
3 2
.
R
L
C
"
4/
3 5
8 05.03105.021
1 XA
M
"
3 3
-
N
I
M
"
1 3
"
8 -
'
2 S
L
O
R
T
N
O
C
RO
T
AV
E
L
E
T
A
H
C
A
E
R
E
DI
S
XA
M
"
8 4
$
05.032
$
CODE REF: CBC 11B-409.4.6
DIGITAL FLOOR LEVEL INDICATOR
2 1
6"
F
F
A
.
X
A
M
"
24 F
F
A
.
N
I
M
"
27 05.034
.
"
6 -
'
41 05.033
6"
F
F
A
.
N
I
M
"
2 7
05.034
05.033
"
0 -
'
8 F
F
A
.
X
A
M
"
2 4
$
(
C B.4
79" HOISTWAY CLEARANCE
68 1/2" O/A CAB
60 1/2" CLR. INSIDE CAB
E
C
N
A
R
A
E
L
C
YA W
T
SI
O
H
"
9 6
B
A
C
A/
OR
L
C
"
2/
1 6
4 B
A
C.D
S
N
I
R
L
C
"
2 4
4' - 3 11/16"
14.001
14.00214.00314.004
(/(9$725
(/(9$725
&21752/50
1' - 0"
B.4
"
9 -
'5
"
2 /
1 01
"
0 -
'3
"
2/1
01 -
'1
6' - 7"
$
$
5' - 1"
2 3/4"
B.4
Q
E
Q
E
Q
E
Q
E
EQ EQ EQ EQ
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR
ELEVATIONS - LULA
ELEVATOR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0"
E5 ELEVATOR CAB - EAST ELEVATION
1/2" = 1'-0"
E1 ELEVATOR CAB - NORTH ELEVATION E13
1/2" = 1'-0"
ELEVATOR CAB - WEST ELEVATION
1/2" = 1'-0"
E9 ELEVATOR CAB - SOUTH ELEVATION
1/2" = 1'-0"
J1 1ST FLOOR ELEVATOR ELEVATION
1/2" = 1'-0"
J5 2ND FLOOR ELEVATOR ELEVATION
KEY NOTES
05.021 STAINLESS STEEL BASE; ST-405.031 STAINLESS STEEL WALL PANELS; ST-205.032 STAINLESS STEEL TUBE HANDRAIL05.033 ELEVATOR CALL BUTTON05.034 ELEVATOR CALL LIGHT14.001 LIMITED USE/ LIMITED APPLICATION ELEVATOR14.002 LULA ELEVATOR CONTROLLER & PUMP TANK14.003 FUSED DISCONNECT14.004 FUSED DISCONNECT FOR LIGHTING 1/2" = 1'-0" RE: A9/ A-120
A5 LU/LA ELEVATOR - SECOND LEVEL
1/2" = 1'-0" RE: A1/ A-120
A1 LU/LA ELEVATOR GROUND FLOOR A12
1/2" = 1'-0"
LU/LA ELEVATOR REFLECTED CEILING PLAN
SHEET NOTES1. FOR REQUIRED ELEVATOR SIGNAGE, BUTTON AND CALL LANTERN LOCATIONS, TYPICAL MOUNTING HEIGHTS AND CLEARANCES, SEE DETAIL A1/A-007.
2. FOR FINISHES, SEE FINISH SCHEDULE ON A-6013. MINIMUM CLEAR CAR INSIDE DIMENSIONS: 5'-8 5/16"W X 4'-3 9/16"D X 7'-9"H
4. ALL ELEVATOR SHAFT WALLS ARE 1-HR RATED 5. ASSEMBLIES AND ELEVATOR DOORS ARE 1-HR RATED PER SPECIFICATION SECTION 142100.
6. LULA ELEVATOR FINAL DESIGN TO BE DEFERRED SUBMITTAL.
ELEVATOR CAB INTERIOR ELEVATIONS AND OPERATING PANEL
ARE FOR CODE COMPLIANCE AND GRAPHIC PURPOSES ONLY.
DEFERRED SUBMITTAL TO INDICATE OUTSIDE RESPONSE ENTITY FOR TWO-WAY COMMUNICATION SYSTEM.
7. LULA ELEVATOR DEFFERED SUBMITTAL IS REQUIRED TO BE
SUBMITTED TO THE AHJ AND SFFD.
P1
P1
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 3' - 0" 3' - 0" 3' - 0" 4' - 3"
05.020 05.020
05.02005.021
$
$
(
$
-
$
"
0 1
-
'
2 $
$
05.035
11.011
2"
2' - 0" 1' - 0" 4' - 3" 1' - 6" 3' - 0" 1' - 6" 2"
"
2 "
0 -
'
3 1' - 2 5/8"
11.020
09.01205.020
05.036
"
0 -
'6
05.040
"
0 -
'
2 "
2 -
'
3 3' - 0 3/8" 3' - 6" 1' - 5" 3' - 0"
11.009
05.02005.036 05.021
(
$
"
0 1
-
'
2 08.016
1' - 5 1/4" 3' - 0" 3' - 0" 2' - 0" 1' - 6" 2" 5' - 1"
"
2 "
8 -
'
2 "
4 "
0 -
'
8 "
5 "
0 1
-
'
2 (
$
-
$
09.01222.01809.001
"
0 -
'
2 11.010
05.02005.021
(
$
"
0 -
'
2 "
0 -
'
6 4 3/8" 1' - 7" 1' - 7" 1' - 7" 3' - 1 3/8"
06.009
-
$
09.01205.036
"
2 -
'
3 10.037
30"x48" PARALLEL
APPROACH TO RANGE
AND COOKTOP
30"x48" FOWARD
APPROACH
TO SINK
30"x48" FOWARD
APPROACH
30"x48" PARALLEL
APPROACH
TO DISHWASHING
MACHINE
30"x48" FORWARD
APPROACH
TO REFRIGERATOR
ENTRY
11.01105.022
11.009
05.020
10.002
11.010
4' - 5 1/2" CLR.
4' - 5 1/2" CLR.
$
*
A-406
G1
A9 G9
.
R
L
C
"
1 -
'
5 "
6 -
'
1 1' - 3"
"
1 -
'
5 (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ENLARGED PLAN
AND ELEVATIONS -
KITCHEN
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-406
G1 KITCHEN INT ELEV - NORTH ELEVATION
1/2" = 1'-0" RE: A1/ A-406
G9 KITCHEN INT ELEV - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-406
A9 KITCHEN INT ELEV - EAST ELEVATION
1/2" = 1'-0"
A1 ENLARGED KITCHEN PLAN
KEY NOTES
05.020 STAINLESS-STEEL BACKSPLASH; ST-205.021 STAINLESS STEEL BASE; ST-405.022 SUSPENDED STL. POT RACK05.035 EXTEND STAINLESS STEEL BACKSPLASH AT LEAST 18" BELOW COUNTER BEHIND RANGE.
05.036 STAINLESS STEEL COUNTERTOP; ST-105.040 16 GA BRUSHED STAIINLESS-STEEL HEAT SHIELDS AT SIDE
CABINETS
06.009 FILLER SEGMENT08.016 MS-1.1: MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
09.001 RUBBER WALL BASE. RB-109.012 PAINT, PT-210.002 MCINTIRE BRASS WORKS MODEL 20 FIRE POLE & ENCLOSURE10.037 WALL END GUARD11.009 DISHWASHER11.010 REFRIGERATOR11.011 RANGE VENT HOOD AND DUCT COVER11.020 48" WIDE INDUCTION RANGE - 8 BURNER, 2 OVEN 4/ 4" STUB BACKSPLASH; SUPPORTED ON CASTER WHEELS.
22.018 COFFEE MACHINE W/ PRE-PLUMBED COPPER TUBING WATER
SUPPLY, OFCI
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
1. SEE A1/ A-543 FOR 24" WIDE DORM ROOMS LOCKER CASEWORK DETAILS.
2. SEE A9/ A-543 FOR 34" WIDE DORM ROOMS LOCKER CASEWORK DETAILS.
3. SEE SHEET A-543 FOR DORM ROOM BED CASEWORK DETAILS.
SHEET NOTES
INTERIOR
STAIRWELL
BEYOND
ALIGN
TO
HALLWAY
BEYOND
10.002 26.015
23.014
CL CL CL 9' - 2" 9' - 2"
KITCHEN
BEYOND
23.014
23.014
09.001
10.036
10.037 " 2
-
'3
26.01406.00811.00512.001
P
Y
T
,
FF
A
"
8 -
'6
26.014
3' - 2" 2' - 6"
09.001
08.016
26.014
2' - 2 1/2"
"
0 -
'4
$
$
P
Y
T
,
F
F
A
"
8 -
'
6 CL
CL
08.018
08.020
EQ EQ EQ
1 3/4" 8' - 6" 1 3/4"
"
2 "
8 -
'
2 "
4 "
2 -
'
3 8' - 9 1/2"
.
G
L
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TR
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F
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0 -
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8 "
0 -
'
1 "
0 1
-
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3 05.022
11.01711.01611.015
$
$
11.003
"
2 -
'
3 "
2 -
'
3 "
4 "
0 1
-
'
2 05.03610.03126.02205.021
4' - 5 1/2"
05.022
A-407
D7
A-407
A7
A-407 D12 A-407 A12
"
4 /
1 7
-
'
4 8' - 11 1/2"
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ENLARGED PLANS
AND ELEVATIONS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
KEY NOTES
05.021 STAINLESS STEEL BASE; ST-405.022 SUSPENDED STL. POT RACK05.036 STAINLESS STEEL COUNTERTOP; ST-106.008 PROVIDE BACKING FOR WALL-MOUNT TV08.016 MS-1.1: MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
08.018 MS-3: INSIDE WINDOW FRAME CABLE GUIDED, SHADE W/ LIGHT FILTERNING CLOTH; W/O FASCIA. SEE SHEET A-603 FOR MOR INFO
08.020 'RAIN PATTERN' TEXTURED GLAZING DOOR LITE09.001 RUBBER WALL BASE. RB-110.002 MCINTIRE BRASS WORKS MODEL 20 FIRE POLE & ENCLOSURE10.031 KITCHEN TOWEL BAR10.036 CORNER GUARD10.037 WALL END GUARD11.003 MICROWAVE11.005 TELEVISION11.015 RECYCLING BIN11.016 TRASH BIN11.017 COMPOST BIN12.001 MEDIA CREDENZA, FF&E23.014 WALL MTD. SUPPLY GRILLE, SMD26.014 INTERIOR LED WALL SCONCE, SED26.015 RECESSED LED STEP LIGHT, SED26.022 DUPLEX; SEC. 1/4" = 1'-0" RE: A9/ A-120
D1 DAY RM INT ELEV - EAST ELEVATION
1/4" = 1'-0" RE: A9/ A-120
A1 DAY RM INT ELEV - NORTH ELEVATION
1/4" = 1'-0" RE: A9/ A-120
G1 DAY RM INT ELEV - SOUTH ELEVATION
1/4" = 1'-0" RE: A9/ A-120
K1 DAY RM INT ELEV - WEST ELEVATION
1/2" = 1'-0" RE: G7/ A-407
A7 KITCHEN ISLAND INT ELEV - NORTH ELEVATION
1/2" = 1'-0" RE: G7/ A-407
D7 KITCHEN ISLAND INT ELEV - SOUTH ELEVATION
1/2" = 1'-0" RE: G7/ A-407
D12 KITCHEN ISLAND INT ELEV - WEST ELEVATION
1/2" = 1'-0" RE: G7/ A-407
A12 KITCHEN ISLAND INT ELEV - EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-406
G7 KITCHEN ISLAND PLAN
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
08.002
09.001
09.005
09.015
09.017
1' - 6" 1' - 6"
3' - 0"
"
0 1
-
'
2 "
2 -
'
5 (
$
$
$
(
$
08.003
08.002
08.002
"
2/
1 9
"
2 /
1 2
-
'
7 09.017
09.005
08.016
3' - 1 1/2" 1' - 4" 2' - 8 3/4" 2' - 10 1/4" 2' - 1"
1' - 3"
(
$
"
6 -
'
2 $
PL-2 END PANELS
$
09.001
09.01709.005
23.014
23.016
08.002
08.00309.015
09.01809.012
"
2/
1 9
"
2 /
1 2
-
'
7 1' - 6" 1' - 6"
08.016
ALIGN " 8
/
1 0
-
'
5 A-408
G7
A12
A7
G12
7’ – 2” CLR.
"
6 -
'
4 5' - 0" 4' - 4"
2' - 1"
2' - 1"
"
1 -
'2
$
$
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR PLANS
AND ELEVATIONS -
READING ROOM 204
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A9/ A-120
G12 READING ROOM - WEST ELEVATION
1/2" = 1'-0" RE: A9/ A-120
G7 READING ROOM - SOUTH ELEVATION
1/2" = 1'-0" RE: A9/ A-120
A7 READING ROOM - NORTH ELEVATION
1/2" = 1'-0" RE: A9/ A-120
A12 READING ROOM - EAST ELEVATION
1/2" = 1'-0"
A1 ENLARGED READING ROOM FLOOR PLAN
KEY NOTES
08.002 ALUM. STOREFRONT & WINDOWS08.003 ALUM. STOREFRONT SPANDREL PANEL08.016 MS-1.1: MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
09.001 RUBBER WALL BASE. RB-109.005 PAINT, PT-109.012 PAINT, PT-209.015 OFFICE COUNTER - XX-X09.017 PAINT TO MATCH EXTERIOR METAL PANEL FACADE09.018 CLEAR FINISH TO MATCH EXTERIOR T&G DECKING23.014 WALL MTD. SUPPLY GRILLE, SMD23.016 WALL MOUNTED VRF FAN COIL UNIT, SMD NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
09.005
08.002
"
0 1
09.016
"
8 -
'
2 "
0 -
'
2 "
6 -
'
2 3' - 0" 3' - 9"
12.011
4' - 0" 3' - 9 3/4"
(
$
(
$
NOTE: PROVIDE LOCKS @ ALL 6 FILE DRAWERS
(
$ 08.016
09.001
"
0 3
09.005
09.001
1' - 3"
A-409
A7
A12
G7
G12
"
9 -
'9
"
8 /
5 8
-
'
9 3' - 3 1/2" 2' - 6" 4' - 0" 1' - 10"
"
0 -
'2
"
2/
1 1
1 -
'
4 "
4/
1 0
1 -
'
4 "
6 -
'
4 5' - 0"
(
$
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR PLANS
AND ELEVATIONS -
STUDY
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: K1/ A-404
A12 STUDY ROOM - EAST ELEVATION
1/2" = 1'-0" RE: K1/ A-404
G12 STUDY ROOM - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-409
G7 STUDY ROOM - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-409
A7 STUDY ROOM - NORTH ELEVATION
1/2" = 1'-0"
A1 STUDY ROOM - ENLARGED PLAN
KEY NOTES
08.002 ALUM. STOREFRONT & WINDOWS08.016 MS-1.1: MANUAL WALL MOUNTED SHADE W/ LIGHT FILTERING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
09.001 RUBBER WALL BASE. RB-109.005 PAINT, PT-109.016 COUNTER PL-112.011 OPEN STORAGE SHELF NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) "
6 -
'2
1' - 8"
"
4 2' - 0"
26.021
12.00712.00509.001
2' - 6"
08.014
3 1/2" 3 1/2"
"
6 -
'
2 EQ EQ CL
26.00909.005
"
6 -
'
5 CL
06.01111.021
TYP.
2' - 1" MIN.
2' - 0" 2' - 0" 2' - 0"
12.004
"
0 1
-
'
1 "
2 -
'
6 "
4 $
$
12.006
2' - 0"
26.02112.00712.00609.001 -
$
08.014
"
0 -
'
3 $
$
"
6 -
'
2 3 1/2" 3 1/2"
EQ EQ
3' - 0"
12.003
"
0 1
-
'
1 "
2 -
'
6 2' - 10 1/2" 2' - 10 1/2" 2' - 10 1/2" 2' - 10 1/2"
06.009
06.009
$
$
09.005
CL
"
6 -
'
5 26.009
$
$
06.01111.021
TYP.
1' - 8 1/2" MIN.
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR
ELEVATIONS -
DORMS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0"
A1 DORM ROOM 02 INT ELEV - NORTH ELEVATION
1/2" = 1'-0"
E1 DORM ROOM 02 INT ELEV - EAST ELEVATION
1/2" = 1'-0"
J1 DORM ROOM 02 INT ELEV - SOUTH ELEVATION
1/2" = 1'-0"
A7 DORM ROOM 02 INT ELEV - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-411
J7 DORM ROOM 04 INT ELEV - EAST ELEVATION
1/2" = 1'-0"
E7 DORM ROOM 04 INT ELEV - NORTH ELEVATION
A12
1/2" = 1'-0"
DORM ROOM 04 INT ELEV - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-411
E12 DORM ROOM 04 INT ELEV - WEST ELEVATION
KEY NOTES
06.009 FILLER SEGMENT06.011 PROVIDE BLOCKING FOR WALL MOUNTED MONITOR PER DETAIL E12/A-531
08.014 MS-2: MANUAL WALL MOUNTED SHADE W/ ROOM-DARKENING SHADE CLOTH; SEE SHEET A-603 FOR MORE INFO
09.001 RUBBER WALL BASE. RB-109.005 PAINT, PT-111.021 DORM ROOM TV AND ARTICULATING, WALL MTD. FLAT SCREEN TV
BRACKET, NIC
12.003 34" WIDE DORM RM STORAGE LOCKER12.004 24" WIDE DORM RM STORAGE LOCKER12.005 WALL MOUNTED DESKTOP12.006 TWIN XL DORM RM. BED W/ STORAGE DRAWERS12.007 DORM RM. BED HEADBOARD26.009 POWER / CABLE / DATA OUTLETS, SED26.021 WALL MTD. LED READING LIGHT NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) A-411 A12
E7
E12
A7
$&&(66,%/(
%$7+5220
A-412
E1
A1
A6
J1
%$7+5220
A-411 J1
J1N
J1W
8' - 5"
3’ - 0”
"
2 -
'
5 "
4 /
36 -
'7
"
7 -
'8
3' - 5"
”
5 -’
3 $
$
"
0 -
'
2 "
2 -
'
3 "
2 OPEN TO
BEYOND
(J1) EAST ELEVATION
08.011
09.01210.02010.01209.00709.004
"
0 -
'
4 "
4 "
4 -
'
3 "
0 -
'
4 "
0 1
-
'
2 "
0 1
-
'
2 10.032
09.006
26.017
10.017
3' - 0"
"
2 ”
1 -
'
2 10.006 $
$
(
$
"
2 -
'
7 10.011
26.01709.00410.01722.01509.007
1' - 0” 3' - 6"
7” - 9”
10.008
OPEN TO
BEYOND
1' - 2"
"
0 -
'
3 "
2 -
'
7 10.010
06.010
-
$
"
2 -
'
3 09.004
(J1N) NORTH ELEVATION
09.01222.01610.01910.01809.008
$
(
2+
(J1W) WEST ELEVATION
09.014
"
8 -
'
1 1. REFER TO SHEET A-005 FOR ACCESSIBLE CLEARANCES &
MOUNTING HEIGHTS.
2. ALL ADA REQUIRED DIMENSIONS ARE CLEAR DIMENSIONS TO
FACE OF FINISH.
3. SEE SHEET A-401 FOR BATHROOM ACCESSORY SCHEDULE.
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ENLARGED PLAN
AND ELEVATIONS -
SECOND FLOOR
BATHROOMS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A9/ A-121
A1 ENLARGED SECOND FLOOR PLAN - BATHROOMS
1/2" = 1'-0" RE: A1/ A-411
J1
ACCESSIBLE BATHROOM 213 SHOWER STALL INTERIOR
ELEVATIONS
1/2" = 1'-0" RE: A1/ A-411
E7 ACCESSIBLE BATHROOM 213 INT ELEV - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-411
A7 ACCESSIBLE BATHROOM 213 INT ELEV - NORTH ELEVATION
1/2" = 1'-0" RE: A1/ A-406
A12 ACCESSIBLE BATHROOM 213 INT ELEV - EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-406
E12 ACCESSIBLE BATHROOM 213 INT ELEV - WEST ELEVATION
KEY NOTES
06.010 RECESSED CORIAN (SSM-1) SUNDRY STORAGE SHELVING08.011 GLASS SHOWER DOOR W/ FULLY TEMPERED GLAZING COMPLIANT WITH CBC SECTION 11B-303 AND CBC 11B-608.8
09.004 WALL TILE WAINSCOT, WT-109.006 CORIAN (SSM-1) COUNTERTOP AND BACKSPLASH09.007 TERRAZZO WALL BASE AND FLR. FIN., TR-109.008 CORIAN (SSM-2) SHOWER ENCLOSURE AND SHOWER PAN09.012 PAINT, PT-209.014 1/2" CORIAN (SSM-2) SHAMPOO SHELF10.006 RECESSED TOILET SEAT COVER DISPENSER10.008 RECESSED MULTI-ROLL TOILET TISSUE DISPENSER10.010 RECESSED PAPER TOWEL DISPENSER10.011 DR. MTD. HOOK10.012 WALL MTD. HOOK10.017 ACCESSIBLE STAINLESS STEEL TOILET GRAB BARS10.018 ACCESSIBLE FOLDING SHOWER SEAT10.019 ACCESSIBLE SHOWER GRAB BARS10.020 WALL MTD. DOOR STOP10.032 FRAMLESS MIRROR22.015 FLR. MTD. TOILET22.016 ACCESSIBLE REMOVABLE SHOWER HEAD, SPD26.017 WALL MTD. STRIP LIGHTING FIXTURE, SED P1
P1
P1
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) "
4 10.011
7” - 9”
10.024
"
2 -
'7
09.01222.01922.02009.008
26.01710.032
09.004
22.015
09.007
09.013
09.006 10.033
-
$
(
$
10.010
"
8 -
'1
"
4 -
'3
09.014 "
2 -
'
7 "
0 -
'
3 1' - 2"
"
01 -
'
6 09.008
08.011
26.01706.01009.013
09.007
09.006
-
$
OPEN TO
BEYOND
"
9 -
'
3 8 1/2"
"
2 -
'
7 09.007
09.004
10.01210.013
10.020
09.008
"
4 -
'3
"
0 -
'5
$
$
$
$
1. REFER TO SHEET A-005 FOR ACCESSIBLE CLEARANCES &
MOUNTING HEIGHTS.
2. ALL ADA REQUIRED DIMENSIONS ARE CLEAR DIMENSIONS TO
FACE OF FINISH.
3. SEE SHEET A-401 FOR BATHROOM ACCESSORY SCHEDULE.
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
INTERIOR
ELEVATIONS -
BATHROOM 212
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-411
A1 BATHROOM 212 INT ELEV - EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-411
A6 BATHROOM 212 INT ELEV - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-411
J1 BATHROOM 212 INT ELEV - WEST ELEVATION
1/2" = 1'-0" RE: A1/ A-411
E1 BATHROOM 212 INT ELEV - NORTH ELEVATION
KEY NOTES
06.010 RECESSED CORIAN (SSM-1) SUNDRY STORAGE SHELVING08.011 GLASS SHOWER DOOR W/ FULLY TEMPERED GLAZING COMPLIANT WITH CBC SECTION 11B-303 AND CBC 11B-608.8
09.004 WALL TILE WAINSCOT, WT-109.006 CORIAN (SSM-1) COUNTERTOP AND BACKSPLASH09.007 TERRAZZO WALL BASE AND FLR. FIN., TR-109.008 CORIAN (SSM-2) SHOWER ENCLOSURE AND SHOWER PAN09.012 PAINT, PT-209.013 PLASTIC LAMINATE CABINETRY FINISH, PL-109.014 1/2" CORIAN (SSM-2) SHAMPOO SHELF10.010 RECESSED PAPER TOWEL DISPENSER10.011 DR. MTD. HOOK10.012 WALL MTD. HOOK10.013 WALL MTD. TOWEL BAR10.020 WALL MTD. DOOR STOP10.024 WALL MTD., DOUBLE ROLL TP DISPENSER10.032 FRAMLESS MIRROR10.033 RECESSED SEAT COVER DISPENSER22.015 FLR. MTD. TOILET22.019 SHOWER HEAD, SPD22.020 SHOWER CONTROL, SPD26.017 WALL MTD. STRIP LIGHTING FIXTURE, SED NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 3' - 0"
"
2 -
'
7 CL
11.008
09.005
09.003
05.020
EQ EQ
"
4 -
'
2 "
0 1
-
'
2 "
0 1
-
'
2 3' - 0" 2' - 6"
09.001
(
$
09.003
(
$
(
$
"
0 -
'
2 11.007
09.001
09.003
2' - 1"
10.042
09.003
09.005
4' - 0" 1' - 4 1/4"
"
4 -
'
2 "
0 1
-
'
2 09.00305.020
"
0 1
-
'
2 "
0 1
-
'
4 "
4 2' - 1 1/2" 2' - 1 1/2" 3' - 0" 3' - 0" 2' - 1 1/2" 2' - 1 1/2" -
$
(
$
(
$
A-413 E11
E7
A11
A7
"
0 -
'3"
4/
34 "
4 /
16 -
'5
"
2 /
18 -
'5
3' - 0" 3' - 0" 1' - 9 5/8"
30"x48" FORWARD
APPROACH
30"x48" FORWARD
APPROACH
30"x48" PARALLEL
APPROACH
30"x48" PARALLEL
APPROACH
¡
2' - 1"
2' - 1"
26.024
"
4 /
14 -
'8
27.001 26.02322.02109.001
26.024 26.024
26.024 26.024
"
6 -
'
7 26.024 1. REFER TO ELECTRICAL DRAWINGS FOR A COMPREHENSIVE LAYOUT OF EQUIPMENT AND FURNISHINGS WITHIN THE IT ROOM.
SHEET NOTES
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
ENLARGED PLAN
AND ELEVATIONS -
I.T. AND UTILITY
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A1/ A-406
A11 UTILITY ROOM - EAST ELEVATION
1/2" = 1'-0" RE: A1/ A-411
A7 UTILITY ROOM - NORTH ELEVATION
1/2" = 1'-0" RE: A1/ A-411
E7 UTILITY ROOM - SOUTH ELEVATION
1/2" = 1'-0" RE: A1/ A-413
E11 UTILITY ROOM - WEST ELEVATION
1/2" = 1'-0"
A1 UTILITY ROOM ENLARGED FLOOR PLAN
KEY NOTES
05.020 STAINLESS-STEEL BACKSPLASH; ST-209.001 RUBBER WALL BASE. RB-109.003 FIBER REINFORCED PANEL, FRP-109.005 PAINT, PT-110.042 MOP HOLDER11.007 WASHING MACHINE11.008 DRYER22.021 FIRE SPINKLER BRANCH LINE; DESIGN-BUILD26.023 DATA/ TELEPHONE POST RACK; SED26.024 18" LADDER RACEWAY; SED27.001 FSAS POST RACK, SED 1/2" = 1'-0" RE: A9/ A-120
J5 I.T. ROOM - EAST INTERIOR ELEVATION
1/2" = 1'-0" RE: A9/ A-120
J1 I.T. ROOM - NORTH INTERIOR ELEVATION
1/2" = 1'-0" RE: A9/ A-120
J9 I.T. ROOM - SOUTH INTERIOR ELEVATION
1/2" = 1'-0" RE: A9/ A-120
J13 I.T. ROOM - WEST INTERIOR ELEVATION
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 5/8" GYP. BD.; TYP.
MI HS+TRI G- Z
" 2/ 1 " 4/ 1 3
DSS
" 8/ 5 " 4/ 1 9 FILL CAVITY W/ BATT
FRAMING AS REQ'D.; SSDPLYWOOD SHEATHING; SSD
WEATHER-RESISTANT BARRIER; (WRB) SHOWN DASHED; TYP.
INSULATION; TYP.FASTENER TO BE ANCHORED
AT STUD; SEAL JOINT 100%
WATERTIGHT; TYP.
5/8" GYP. BD.; TYP.
" 2/ 1
DSS
" 8/ 5 " 4/ 1 9
2" RIGID INSULATION
VENEER BRICK; TYP.FILL CAVITY W/ BATT FRAMING AS REQ'D.; SSDPLYWOOD SHEATHING; SSD WEATHER-RESISTANT BARRIER; (WRB) SHOWN DASHED; TYP.INSTALL TIGHT TO WRB; TYP.
INSULATION; TYP.
" 8/ 7 6
. NI M
" 1
" 8/ 5 3
EXTERIOR WALL TYPE 1 (EXT-1)
EXTERIOR WALL TYPE 4 (EXT-4)
VAPOR BARRIER; SHOWN DASHED; TYP.
VAPOR BARRIER; SHOWN DASHED; TYP.
5/8" GYP. BD.; TYP.
" 2/ 1
DSS
" 8/ 5 " 4/ 1 9 FILL CAVITY W/ BATT
FRAMING AS REQ'D.; SSDPLYWOOD SHEATHING; SSD
WEATHER-RESISTANT BARRIER; (WRB) SHOWN DASHED; TYP.2" RIGID INSULATION INSTALL TIGHT TO WRB; TYP.
INSULATION; TYP.
EXTERIOR WALL TYPE 3 (EXT-3)
VAPOR BARRIER; SHOWN DASHED; TYP.
TRI G- Z
" 3
PRE-FINISH VERT. METAL PANEL; TYP.FASTENER AS REQ'D BY METAL PANEL MFR.; TYP. " 2/ 1 1
FASTENER TO BE ANCHORED
AT STUD; SEAL JOINT 100%
WATERTIGHT; TYP.LINE OF Z-GIRT; TYP.
FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
" 2/ 1 1
PRE-FINISH VERT. METAL PANEL; TYP.
TRI G- Z
" 2/ 1 " 3
DSS
" 8/ 5 " 2/ 1 5 FILL CAVITY W/ BATT
2" RIGID INSULATION INSTALL TIGHT TO WRB; TYP.
INSULATION; TYP.
FASTENER TO BE ANCHORED
AT STUD; SEAL JOINT 100%
WATERTIGHT; TYP.
LINE OF Z-GIRT; TYP.EXTERIOR WALL TYPE 5 (EXT-5)
FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
" 2/ 1 1
VAPOR BARRIER; SHOWN DASHED; TYP.
PRE-FINISH VERT. METAL PANEL; TYP.
5/8" GYP. BD.; TYP.
" 2/ 1
DSS
" 8/ 5 " 4/ 1 9 FILL CAVITY W/ BATT INSULATION; TYP.
FRAMING AS REQ'D.; SSDPLYWOOD SHEATHING; SSD
WEATHER-RESISTANT BARRIER; (WRB) SHOWN DASHED; TYP.
VENEER BRICK; TYP.
" 4/ 3 4
" 8/ 5 3
EXTERIOR WALL TYPE 2 (EXT-2)
VAPOR BARRIER; SHOWN DASHED; TYP.
2" RIGID INSULATION INSTALL TIGHT TO WRB; TYP.
1/2" PLYWD. SHEATHING; SSDWEATHER-RESISTANT BARRIER (WRB); SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.PTD. 18 GA. GSM SILL FLASHING ; FIN. TO MATCH METAL PANEL; TYP.SEALANT OVER COMPRESSIBLE FILLER; TYP.FINISH AS REQ'D.; SLD.BITUTHENE 4000 WP MEMBRANE.; TYP. 1/2"
" 6
SEISMIC ANCHORS AS REQ.'D
6 7/8"
3 5/8" 3 1/4"
1" MIN. 1" MIN. WIDE AIR SPACE; TYP.
2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.BRICK VENEER; TYP.WEEP @ 24" O.C. @ MORTAR JOINTS; SEE SPEC.; TYP. 2X10 FRAMING AS REQ'D.; SSD(FILL CAVITY WITH BATT INSULATION; TYP.)PTD. 5/8" GYP. BD.; TYP.P.T. SILL PLATE; SSD1X P.T. NAILER; TYP.(SEE ALSO DETAIL J12/A-502)CONC. FOUNDATION; SSDBASE AS SCHEDULED GRID
1/2" 9 1/4" 5/8"
9"
SEAL SEISMIC ANCHOR PENETRATIONS WITH COMPATIBLE SEALANT; TYP.
MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP.
ALIGN
. PYT; " 8/ 5 2
" 8/ 3 " 4/ 1 2
NOTE: SEE DETAIL F7/A-513 FOR
BELOW GRADE WATERPROOFING.
1/2" PLYWD. SHEATHING; SSDWEATHER-RESISTANT BARRIER (WRB); SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.PTD. 18 GA. GSM SILL FLASHING ; FIN. TO MATCH METAL PANEL; TYP.SEALANT OVER COMPRESSIBLE FILLER; TYP.FINISH AS REQ'D.; SLD.BITUTHENE 4000 WP MEMBRANE.; TYP. 1/2"
" 6
SEISMIC ANCHORS AS REQ.'D
6 7/8"
3 5/8" 3 1/4"
1" MIN. 1" MIN. WIDE AIR SPACE; TYP.
2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.BRICK VENEER; TYP.WEEP @ 24" O.C. @ MORTAR JOINTS; SEE SPEC.; TYP. 2X10 FRAMING AS REQ'D.; SSD(FILL CAVITY WITH BATT INSULATION; TYP.)PTD. 5/8" GYP. BD.; TYP.P.T. SILL PLATE; SSDCONC. FOUNDATION; SSD GRID
1/2" 9 1/4" 5/8"
NOTE: SEE DETAIL AXX FOR BELOW
GRADE WATERPROOFING.
SEAL SEISMIC ANCHOR PENETRATIONS WITH COMPATIBLE SEALANT; TYP.
MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP.
ALIGN
10 3/8"
FLOOR FINISH AS REQ'D.;SEE SCHEDULE
L-TRIM; TYP.1/4" SEALANT JOINT; TYP.
ALIGN
" 8/ 3 " 4/ 1 2
. PYT; " 8/ 5 2
NOTE: SEE DETAIL F7/A-513 FOR
BELOW GRADE WATERPROOFING.
1 1 2/ "
8'-0" A.F.F.
SPRING POINT
ON( HCT DE RUP NI L SS; ) D
1 7 " /4
C STANDING SEAM METAL ROOFING; TYP.
HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDRIGID INSULATION; TYP.2X WOOD DECKING; TYP.BLOCK'G AS REQ'D; SSDLINE OF ROOF RAFTER (PURLIN) BEYOND; SSDBEAM AS REQ'D.; SSD; PTD.; TYP.
A
O.H.
$
$
SHAPED 6X AT EXTERIOR, LAG SCREWED (12" O.C. & 6" FROM EA. END) AND GLUED TO 6X10 TO SUPPORT 4X8 PURLIN AT FASCIA; TERMINATE AT FACE OF WALL PLYWOOD.; PTD.; TYP. .
$
TRANSITION BTWN. BEAM & METAL PANEL @ F.O. BUILDING
WOOD PLUG OVER LAG SCREW; TYP.
SHAPED PURLIN; SSDPTD. 1X RED CEDARPRE-FINISH .040
ALUM. PANEL
1/2" JOINT W/ SEALANT; TYP.(SEALANT COLOR TO MATCH PAINT COLOR ON ALUM. PANEL) PTD. SHAPED 6X; SSDPTD. 6X10; SSD K9
-
PRE-FINISH .040 ALUM. PANEL; TYP.1/2" JOINT W/ SEALANT; TYP.
SOLID NAILER AS REQ'D.PLYWOOD SHEATHING; SSD
" 4/ 3
WD. BEAM; SSD
HIGH-TEMP FLASHING MEMBRANE; SHOWN DASHED; TYP.
PTD. WD. BEAM; SSD
(
1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0"
F1 EXTERIOR WALL TYPES (PLAN SECTIONS)
3" = 1'-0" RE: A1/ A-122
A1 TYP. BRICK VENEER WALL BASE
3" = 1'-0" RE: A1/ A-122
A7 TYP. BRICK VENEER WALL BASE @ APP BAY
3" = 1'-0" RE: G1/ A-201
F12 ROOF/WINDOW TRANSITION SOUTH OF GRIDLINE 4
N.T.S. RE: F12/ A-501
A13 PURLIN/BEAM TRANSITION CONCEPT AXON
3" = 1'-0" RE: F12/ A-501
K9 ALUM PANEL/WD. BEAM TRANSITION
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) UP(
I LR
S; N
DS )
1 1
4/ 1 "
ON(
HCT
DE
RUP
NI L
S S;
) D
1 7
4/
"
8'-0" A.F.F.
SPRING POINT
C
PRE-FINISH VERT. METAL PANEL; TYP.Z GIRT; TYP.PANCAKE HEAD FASTENER BY PANEL MFR.; TYP.2" RIGID INSULATION; INSTALL TIGHT TO WRB; TYP.WRB; SHOWN DASHED; TYP. 3" 1 1/2"
PLYWOOD SHEATHING; SSDFRAMING AS REQ'D.; SSDBATT INSUL; TYP. 7'-2 3/4" A.F.F.
B.O. 6X10 IN FOREGROUND
"
4/
1 9
STANDING SEAM METAL ROOFING; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDRIGID INSULATION; TYP.2X WOOD DECKING; TYP.BLOCK'G AS REQ'D; SSDPTD. 1X RED CEDAR; COLOR TO MATCH METAL PANEL; TYP.PRE-FINSIH .040 ALUM. FLASHING; TYP.
A
O.H.
BLOCK'G; SSDJ-MOLDING; TYP.PTD. GYP. BD.; TYP.6X10 IN FOREGROUND; SHOWN DASHED; SSD AR(
ETF
S
; R
DS )
1 1
8/ 7 "
SUSPENDED ACT CEILING SYSTEM
8'-0" A.F.F.FIN. CEILING
1 7
4/
"
C
2"
8'-0" A.F.F.
SPRING POINT @ 6X10 IN FOREGROUND
7'-2 3/4" A.F.F.
WDW. R.O.
STANDING SEAM METAL ROOFING; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDRIGID INSULATION; TYP.2X WOOD DECKING; TYP.PTD. 1X RED CEDAR; COLOR TO MATCH METAL PANEL; TYP.PRE-FINSIH METAL FLASHING; TYP.LINE OF METAL PANEL BEYOND PLYWOOD SHEATHING; SSDWRB; SHOWN DASHED; TYP.
HEADER AS REQ'D.; SSDHIGH-TEMP SAF LAP OVER & UNDER METAL FLASHING; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. PANEL; TYP.
UO(
RT
GGI
RE
SS
;
) D
1 7
4/
"
BLOCK'G AS REQ'D; SSD
J-MOLDING; TYP.PTD. GYP. BD.; TYP.
$
*
PTD. ALUM. WINDOW; TYP.
8'-0 7/8" A.F.F.
SPRING POINT
BLOCK'G AS NECESSARY
UP(
I LR
S
; N
DS )
1 1
4/ 1 "
8'-0" A.F.F.
SPRING POINT
ON(
HCT
DE
RUP
NI L
SS
;
) D
1 7
4/
"
C
4 1/2"
3/4"
PTD. 1X RED CEDAR; COLOR TO MATCH METAL PANEL; TYP.PRE-FINSIH .040 ALUM. FLASHING; TYP.LINE OF METAL PANEL BEYONDHEADER AS REQ'D.; SSDPLYWOOD SHEATHING; SSDHIGH-TEMP SAF LAP OVER & UNDER METAL FLASHING; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. PANEL; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.
ALUM. STOREFRONT SYSTEM; TYP.
7'-2 3/4" A.F.F.
B.O. 6X10 / WDW. R.O.
STANDING SEAM METAL ROOFING; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDRIGID INSULATION; TYP.2X WOOD DECKING; TYP.BLOCK'G AS REQ'D; SSD BLOCK'G AS REQ'D; SSDJ-MOLDING; TYP.MANUAL ROLL-DOWN SHADE AS OCCURS; SHOWN DASHED.
SEE A-603 FOR SHADE TYPESPTD. GYP. BD.; TYP.CORNER BEAD; TYP.J-MOLDING; TYP.1/8" CAULK JOINT BTWN. J-MOLDING & WINDOW FRAME; TYP. .
CANOPY NOTE: ALL EXPOSED STEEL MEMBERS AND METAL DECKING TO RECEIVE HIGH PERFORMANCE COATING: TNEMEC OR EQ.
CL
ALIGN
5X5 STL TUBE
4 5' - 1 1/2"
2 3/4"
T.O. CANOPYEL.=+10'-10 1/2"
"
2/
1 1
"
4"
2/
1 2
#316 STAINLESS STEEL BUILDING SIGN; TYP.
"
0 1
"
2/
1 0
1 IGU WITH BRONZE ANODIZED ALUM. STOREFRONT SYSTEM; TYP. FACE OF EXT. WALL BEYOND PTD. 5X5 STL. TUBE; SSD PTD. 8X6 STL. TUBE; SSD
IGU WITH BRONZE ANODIZED ALUM. STOREFRONT SYSTEM; TYP.
PTD. METAL DECK; TYP.
3' - 11 1/2"
PTD. C8X18.75; TYP.PTD. C4X7.25; TYP.
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
9' - 1"
+
$
CONC. CURB; SSD
1X P.T. NAILER; TYP.
PLYWD. SHEATHING; SSD2X FRAMING; SSDP.T. SILL PLATE; SSD PTD. GYP. BD.; TYP.
ALIGN
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A1/ A-311
A7 ROOF/WALL TRANSITION SOUTH OF GRIDLINE 3
3" = 1'-0" RE: A1/ A-312
A1 ROOF/WINDOW TRANSITION @ DORM RM/OFFICE
3" = 1'-0" RE: A11/ A-311
A12 ROOF/WINDOW TRANSITION @ OFFICE 208
1 1/2" = 1'-0" RE: A1/ A-313
J1 ENTRY CANOPY SECTION DETAIL J12
N.T.S.
WALL BASE NAILER AXON
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) HIGH-TEMP SAF; SHOWN DASHED; TYP.
PRE-FINISH .040 ALUM. PANEL; TYP.SAF LAP OVER & UNDER METAL FLASHING; TYP.PRE-FINISH .040 ALUM. FLASHING; SLOPED TO DRAIN; TYP. 7/8"
SHAPED ALUM CLIP AS REQ'D. FOR PROPER INSTALLATION OF ALUM FASCIA PANEL; TYP. 3/4"
SET SILL FLASHING IN (3) LINES OF SILICONE SEALANT; TYP.
FIN. AS SCHEDULE
PTD. ALUM. WINDOW; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
SILL FLASHING BY WDW. MFR.PLASTIC SHIM AS REQ'D.1/4" JOINT W/ SEALANT & BACKER ROD; TYP. "
2 "
1 PRE-FINISH .060 ALUM. FLASHING; ;TYP.
PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PLASTIC SHIM AS REQ'D.SAF; SHOWN DASHED; TYP.PTD. ALUM. WINDOW; TYP.
SEAL JOINT BTWN. J-MOLDING & BREAKMETALBREAKMETAL; PTD. TO MATCH GYP. BD. 1/2" HAT CHANNEL PER PANEL MFR'S RECOMMENDATIONS; TYP.PRE-FINISH METAL SOFFIT PANEL TO MATCH VERT. METAL PANEL; TYP.
SAF; SHOWN DASHED; TYP.1/2" PLYWD. SHEATHING; TYP.FILL CAVITY W/ FORM IN PLACE INSULATION: ICYNENE; TYP. 4 )
Y
L
BM
E
S
S
A
G
NI
LI
E
C/
R
O
O
L
F
R
O
F
E
LU
D
E
H
C
S
E
E
S
(
3' - 11 1/2"
6"
SEE DETAIL K1/ A-537 FOR ENTRY SOFFIT DETAIL
ENTRY DOORLINE OF JAMB BEYOND
EXTERIOR INTERIOR
ADA-COMPLIANT MILL
FINISH ALUM. THRESHOLD: PEMKO 158A OR EQ.
"
2/
1 FINISH AS REQ'D. SLD
.
XA
M
"4/
1 EXPANSION JOINT FILLER; TYP.
RECESSED ENTRY MAT; SEE FIN. SCHEDULE
2 1
PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN (3) LINES OF COMPATIBLE SEALANT; TYP.W.P. MEMBRANE: BITUTHENE 4000; TYP.
ALIGN
CONC. SLAB; SSD
PERIMETER S.S. TRIM EMBEDDED IN CONC.; TYP.
RECESSED CONC. SLAB
NOTE: PROVIDE ATTACHMENT PER MFR'S SPECIFICATIONS
ALIGN
POLISHED CONCRETE: PC-1 FINISH
"
8/3
DOOR BOTTOM SWEEP AS OCCURS; SEE DOOR HARDWARE GROUPADJUSTABLE DOOR BOTTOM COORDINATE WITH DOOR MANF./MODEL
SAF LAP O/ WP MEMBRANE
).
S.
T.
N
(
.
P
YT
;
"
0 1
TRANSITION BTWN. DOOR & STOREFRONTSADDLE FLASHING AXON; N.T.S.
PRE-FINISH SADDLE FLASHING AT TRANSITION BTWN. STOREFRONT AND ENTRY DOOR THRESHOLD; MECHANICALLY FASTEN & SOLDER ALL JOINTS 100% WATERTIGHT; PAINT ALL EXPOSED EDGES; TYP. 4 1/2"
NOTE: SEE DETAIL F7/A-513 FOR
BELOW GRADE WATERPROOFING.
DOOR
STOREFRONT
1"
4 1 2/ " + 9 1/ 6"*
EXTERIOR
INTERIOR
*= VERIFY STOREFRONT SILL DEMENSION
PTD. ALUM. WINDOW; TYP.PTD. ALUM. STOREFRONT SYSTEM; TYP.PTD. ALUM. STOREFRONT DOOR; TYP. "
2 .
P
Y
T
;
"
5 4 1/2"
ALUM. STOREFRONT
SYSTEM; TYP.
"
2 4 1/2"
2"
"
2 /
1 4
ALUM. STOREFRONT
SYSTEM; TYP.
W
O
L
E
B
D
L
O
H
S
E
R
H
T.
M
U
L
A
SEALANT JOINT BTWN. STOREFRONT & SILL PAN BELOWPTD. ALUM. STOREFRONT SYSTEM & DOOR; TYP. 5" ; TYP.
LINE OF MFR SILL FLASHING BELOWEXP. JOINT BELOW
EXTERIOR INTERIOR
FINISH AS REQ'D. SLDEXPANSION JOINT FILLER; TYP.
RECESSED ENTRY MAT; SEE FIN. SCHEDULE
PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN (3) LINES OF COMPATIBLE SEALANT; TYP.SEE ALSO DETAIL A1/- FOR ADDITIONAL NOTES.
W.P. MEMBRANE: BITUTHENE 4000; TYP.
ALIGN
CONC. SLAB; SSD
RECESSED CONC. SLAB
"
8/
3SAF LAP O/ WP MEMBRANE
NOTE: SEE DETAIL F7/A-513 FOR
BELOW GRADE WATERPROOFING.
"
1 SILL FLASHING BY WDW. MFR.PLASTIC SHIM AS REQ'D.1/4" JOINT W/ SEALANT & BACKER ROD; TYP.
PTD. STOREFRONT SYSTEM; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SEALANT & BACKER ROD; TYP. (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
ENTRY
STOREFRONT
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A1/ A-313
G1 WINDOW SILL @ ENTRY SOFFIT
6" = 1'-0" RE: A1/ A-122
A1 ENTRY DOOR SILL
6" = 1'-0" RE: A1/ A-313
A8 HEAD @ STOREFRONT DOOR
6" = 1'-0" RE: A1/ A-313
K13 HORIZ. MULLION @ STOREFRONT
6" = 1'-0" RE: F11/ A-603
G13 VERT. MULLION @ STOREFRONT
6" = 1'-0" RE: A1/ A-603
D11 VERTICAL MULLION/JAMB @ STOREFRONT DOOR
6" = 1'-0" RE: A1/ A-603
A11 ENTRY STOREFRONT SILL
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) "
4/
1 7
1"
PARTITION AS SCHEDULED5/8" GYP. BD.; PTD.; TYP.HSS; SSDCORNER BEAD; TYP.
FRAMING AS REQ'D.; SSD
J-MOLDING; TYP.1/8" CAULK JOINTLINE OF MFR. SILL FLASHING BELOWSEALANT JOINT BTWN. STOREFRONT & SILL PAN BELOWPTD. ALUM. STOREFRONT; TYP.PLASTIC SHIM AS REQ'D.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.PLYWOOD SHEATHING; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.BRICK VENEER; TYP. 4 3/4"
B.4
1' - 0 3/4"
1" MIN.
1/2" 6 1/2"
-
$
"
4/
1 7
PARTITION AS SCHEDULED5/8" GYP. BD.; PTD.; TYP.HSS; SSDCORNER BEAD; TYP.FRAMING AS REQ'D.; SSDJ-MOLDING; TYP.1/8" CAULK JOINTLINE OF MFR. SILL FLASHING BELOWSEALANT JOINT BTWN. STOREFRONT & SILL PAN BELOWPTD. ALUM. STOREFRONT; TYP.PLASTIC SHIM AS REQ'D.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.SAF LAP OVER & UNDER ALUM. FLASHING; TYP.PLYWOOD SHEATHING; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.BRICK VENEER; TYP. 4 3/4"
1" MIN.
10 7/8"
B
"
4/
17 CORNER BEAD; TYP.FRAMING AS REQ'D.; SSDJ-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. STOREFRONT; TYP.
SEALANT JOINT BTWN. STOREFRONT & SILL PAN BELOW
PTD. GYP. BD.; TYP.LINE OF MFR. SILL FLASHING BELOW1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.RIVET AND SEALANT BY PANEL MFR.; TYP.FLASHING BY PANEL MFR.; TYP.SAF LAP OVER & UNDER ALUM. FLASHING; TYP.PRE-FINISH METAL PANEL; TYP.PLYWOOD SHEATHING; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP. 1"
4 3/4"
1 1/2"
Z-GIRT & FURRING AS REQ'D.
3 1/4"
2" RIGID INSULATION INSTALL TIGHT TO WRB; TYP.
FIN. AS SCHEDULE
PTD. ALUM. STOREFRONT SYSTEM; TYP.
SILL FLASHING BY WDW. MFR.PLASTIC SHIM AS REQ'D.1/4" JOINT W/ SEALANT & BACKER ROD; TYP. "
1 4
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.FASTENER AS REQ'D. BY PANEL MFR.; TYP.Z-GIRT; TYP.SAF; SHOWN DASHED; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.PRE-FINISH VERT. METAL PANEL: TYP.
EXTERIOR
PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN (3) LINES OF COMPATIBLE SEALANT; TYP.RIVET & SEALANT BY PANEL MFR.; RIVET COLOR TO MATCH PAN FLASHING FINISH; TYP. (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILSENTRY
STOREFRONT
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
6" = 1'-0" RE: A1/ A-121
A1 ENTRY DOOR JAMB (EAST)
6" = 1'-0" RE: A1/ A-121
A10 ENTRY DOOR JAMB (WEST)
6" = 1'-0" RE: A1/ A-603
H1 ENTRY STOREFRONT PLAN VIEW (EAST)
6" = 1'-0" RE: A11/ A-311
H7 SILL @ SECOND FLOOR STOREFRONT
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) VENEER BRICK; TYP.
1" MIN. WIDE AIR SPACE; TYP.2" RIGID INSULATION; TYP.WRB; SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING LAP OVER & UNDER GSM FLASHING; SHOWN DASHED; TYP.GSM FLASHING;TYP.MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP.NOTCH BRICK AS REQ'D. SET IN THIN MORTAR BEDGALV. 6X4X1/2 ANGLE; ATTACHED WITH S.S.1/4"X3 1/2" GALVANIZED COUTNERSUNK SCREW @ 12" O.C.& 4" MAX FROM EA. END OF ANGLE;
ALL EXPOSED EDGE TO BE PAINTED
W/ HIGH PERFORMANCE COATING; SEAL EDGE BTWN. ANGLE & JAMB FLASHING; TYP. "
4 "
2/
17 6 7/8"
SEISMIC ANCHORS AS REQ.'D; SSD1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
PLASTIC SHIM AS REQ'D.
6 7/8"
PTD. ALUM. STOREFRONT WINDOW; TYP.LINE OF FLASHING @ WINDOW JAMB BEYOND PTD. GYP. BD.; TYP.CORNER BEAD; TYP.J-MOLDING; TYP.1/8" CAULK JOINT PLYWOOD SHEATHING; SSDNOTCH PLYWOOD AS SHOWN SEAL JOINT W/ COMPATIBLE SEALANT; TYP.HEADER AS REQ'D.; SSD PTD. ALUM. STOREFRONT SYSTEM; TYP.
SILL FLASHING BY WDW. MFR.PLASTIC SHIM AS REQ'D.1/4" JOINT W/ SEALANT & BACKER ROD; TYP. "
1 1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF; SHOWN DASHED; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.BRICK VENEER; TYP..
EXTERIOR
PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN (3) LINES OF COMPATIBLE SEALANT; TYP.
PTD. 1X SOLID WOOD TRIM; TYP.1/2" FURRINGZ-MOLDING W/ 1/4' REVEAL: GORDON 314-1/4 OR EQ. "
2 SEISMIC ANCHORS AS REQ.'D; SSD
"
2/
1 FRAMING AS REQ'D.; SSD5/8" GYP. BD.; PTD.; TYP.J-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. WINDOW; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.LINE OF SILL FLASHING BELOW BRICK VENEER; TYP.
"
8/
7 6
.
N
I
M
"
1 SEALANT & BACKER ROD; TYP.
3/4"
EDGE OF SILL PAN BELOWPRE-FINISH .040 ALUM. OUTTER FLASHING; TYP. "
4/
1 9
LINE OF SILL BELOWCORNER BEAD; TYP.SEALANT JOINT BELOW
"
2/
1 5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSDJ-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. WINDOW; TYP.LINE OF SILL FLASHING BELOW1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.
PRE-FINISH VERT. METAL PANEL; TYP.
"
8/
5 "
2/
1 5
EDGE OF SILL PAN BELOWLINE OF WDW. MFR. SILL FLASHING BELOWPRE-FINISH .040 ALUM. OUTTER FLASHING; TYP. "
2 /
1 4
FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
CORNER BEAD; TYP.
NOTE: SEE ALSO WINDOW FLASHING SEQUENCE DRAWING ON SHEET A-510 B
5 1/4"
"
2/
1 4
LINE OF MTL. FLASHING O/ VENEER BRICK BELOW; SEE ALSO J1/A-508 (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
WINDOWS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
6" = 1'-0" RE: A9/ A-313
F1 WINDOW HEAD @ BRICK VENEER
6" = 1'-0" RE: A5/ A-603
A1 WINDOW SILL @ BRICK VENEER
6" = 1'-0" RE: A5/ A-603
A8 WINDOW JAMB @ BRICK VENEER
6" = 1'-0" RE: A9/ A-121
G8 JAMB @ DAYROOM WDW (SOUTH FACING)
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) PTD. 1X CEDAR
PRE-FINISH MTL. FLASHINGPRE-FINISH .040 ALUM. PANELPTD. ALUM. WINDOW; TYP."ELWARD PRESURE EQULIZED RAINSCREEN" METAL PANEL; FINISH TO MATCH VERT. MET. PANEL. +7'-2 3/4" A.F.F.
WDW. R.O.
+3'-2" A.F.F.
WDW. R.O.
SECOND FLOOR
(17'-0")
2 LINE OF FINISH FLOOR
CL WDW. CL WDW. CL WDW. CL WDW.
10' - 0 5/8" 5' - 8 1/4" 4' - 11 7/16" 10' - 7 5/8" 4X OUTRIGGER AS OCCURS; SSD 7' - 6 5/8" 7' - 6 11/16" 6' - 11 5/8"
"
0 -
'
5 PRE-FINISH METAL FLASHING @ JAMB; TYP.PRE-FINISH METAL FLASHING @ SILL; TYP. *
$
$
$
$
$
*
$
$
$
$
$
$
$
TYP.
TYP. TYP.
TYP. TYP.
$
$
O.H.
*
$
TYP.
TYP.
$
$
$
$ O.H.
)
$
)
$
)
$ O.H. )
$
O.H.
3' - 0" R.O.; TYP.
)
$
TYP.
CORNER BEAD; TYP.EDGE OF SILL PAN BELOWEND DAM AT SILL FLASHING BELOWLINE OF WDW. MFR. SILL FLASHING BELOW PTD. ALUM. WINDOW; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER ALUM. FLASHING; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP.LINE OF SILL FLASHING BELOW WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.
J-MOLDING; TYP.1/8" CAULK JOINT
5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSDPLASTIC SHIM AS REQ'D. "ELWARD PRESURE EQULIZED RAINSCREEN" METAL PANEL; FINISH TO MATCH ALUM. WDW. FRAME; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP. "
2 LINE OF SILL TRIM BELOW
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP."ELWARD PRESURE EQULIZED RAINSCREEN" METAL PANEL; FINISH TO MATCH ALUM. WINDOW FRAME;TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP. "
2 HIGH-TEMP SAF; SHOWN DASHED; TYP.
PLYWOOD SHEATHING; SSDPRE-FINISH .040 ALUM. PANEL; TYP.1/2" JOINT W/ SEALANT; TYP. "
4/
3 PRE-FINISH .040 ALUM. FLASHING; TYP.LINE OF WINDOW HEAD FLASHING BELOW "
2/
1 2" RIGID INSULATION; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH VERT. METAL PANEL; TYP. PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP. "
2/
1 4
FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
HIGH-TEMP SAF; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. PANLE; TYP.LINE OF WINDOW HEAD FLASHING BELOW1/2" JOINT W/ SEALANT; TYP. "
4/
3 (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
EAST ELEVATION
WINDOWS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: G1/ A-201
J1 WINDOW ELEVATION - EAST
6" = 1'-0" RE: J1/ A-506
A1 WINDOW JAMB @ DORM ROOM
6" = 1'-0" RE: J1/ A-506
F1 TRANSITION BTWN ALUM PANEL/BREAK MTL
6" = 1'-0" RE: J1/ A-506
F8 TRANSITION BTWN PANEL/ BREAK MTL
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) PRE-FINISH .040 ALUM. OUTTER
FLASHING; SLOPED TO DRAIN; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
LINE OF MTL. FLASHING AT JAMB BEYOND
HIGH-TEMP SAF LAP OVER & UNDER METAL FLASHING; TYP.
FILL CAVITY W/ BATT INSULATION; TYP.5/8" GYP. BD.; PTD.; TYP.HEADER; SSDJ-MOLDING; TYP.1/8" CAULK JOINT WEATHER-RESISTANT BARRIER (WRB); SHOWN DASHED; TYP.
CORNER BEAD; TYP.
1/2" 5 1/2" 5/8"
PLASTIC SHIM AS REQ'D.
PTD. ALUM. WINDOW; TYP.
EXTENDED TAB AT INNER HEAD FLASHING TO CAP JAMB FLASHING; SHOWN DASHED; TYP.
PRE-FINISH .040 ALUM. INNER FLASHING; TYP.NOTE: SEE ALSO WINDOW FLASHING SEQUENCE DRAWING ON SHEET A-510 4 1/2" VARIES; SEE PLANS
EXTERIOR INTERIOR
LINE OF JAMB FLASHING BEYOND; SHOWN DASHED; TYP.
2"
3/4"
PRE-FINISH .040 ALUM. PANEL; TYP. MANUAL ROLL-DOWN SHADE AS OCCURS; SHOWN DASHED. SEE A-603 FOR SHADE TYPES.
4 1/2" 5 1/2" 1/2" 5/8"
PTD. ALUM. WINDOW; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.FASTENER AS REQ'D. BY PANEL MFR.; TYP.Z-GIRT; TYP.SAF; SHOWN DASHED; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.PRE-FINISH VERT. METAL PANEL: TYP. 1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SHAPED 1" HT. SOLID WOOD TRIM; PTD. TO MATCH GYP. BD.; TYP.Z-MOLDING W/ 1/4" REVEAL: "GORDON 314-1/4" OR EQ.; TYP.
ALIGN
.
P
YT
;
"
1 EXTERIOR
INTERIOR
PLASTIC SHIM AS REQ'D.; TYP.PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN (3) LINES OF COMPATIBLE SEALANT; TYP.RIVET & SEALANT BY PANEL MFR.; RIVET COLOR TO MATCH PAN FLASHING FINISH; TYP.
NOTE: SEE ALSO WINDOW FLASHING SEQUENCE DRAWING ON SHEET A-510 3"
2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.PRE-FINISH .040 ALUM. OUTTER FLASHING; SLOPED TO DRAIN; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.LINE OF MTL. FLASHING AT JAMB BEYOND FILL CAVITY W/ BATT INSULATION; TYP.5/8" GYP. BD.; PTD.; TYP.HEADER; SSDJ-MOLDING; TYP.1/8" CAULK JOINT WEATHER-RESISTANT BARRIER (WRB); SHOWN DASHED; TYP.
CORNER BEAD; TYP.
1 1/2"
Z-GIRT; TYP.
1/2" 5 1/2" 5/8"
PRE-FINISH VERT. METAL PANEL: TYP.PLASTIC SHIM AS REQ'D.PTD. ALUM. WINDOW; TYP.
EXTENDED TAB AT INNER HEAD FLASHING TO CAP JAMB FLASHING; SHOWN DASHED; TYP.
NOTE: SEE ALSO WINDOW FLASHING SEQUENCE DRAWING ON SHEET A-510 "
8/3
PRE-FINISH .040 ALUM. INNER FLASHING; TYP.
4 1/2" VARIES; SEE PLANS
EXTERIOR INTERIOR
LINE OF JAMB FLASHING BEYOND; SHOWN DASHED; TYP.
FASTENER AS REQ'D. BY PANEL MFR.; TYP.
4 1/2"
MANUAL ROLL-DOWN SHADE AS OCCURS; SHOWN DASHED. SEE A-603 FOR SHADE TYPES. "
2/
1 5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSDJ-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. WINDOW; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.LINE OF SILL FLASHING BELOWPRE-FINISH .040 ALUM. INNER FLASHING; TYP.
PRE-FINISH VERT. METAL PANEL; TYP.
"
8/
5 "
2/
1 5
EDGE OF SILL PAN BELOWLINE OF WDW. MFR. SILL FLASHING BELOWPRE-FINISH .040 ALUM. OUTTER FLASHING; TYP. "
2/
1 4
FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
CORNER BEAD; TYP.
NOTE: SEE ALSO WINDOW FLASHING SEQUENCE DRAWING ON SHEET A-510 "
2/
1 4
4 1/2" 1/2"
SAF LAP OVER & UNDER METAL FLASHING; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.RIVET & SEALANT BY PANEL MFR.; RIVET COLOR TO MATCH PAN FLASHING FINISH; TYP.FASTENER AS REQ'D. BY PANEL MFR.; TYP.Z-GIRT; TYP.SAF; SHOWN DASHED; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.PRE-FINISH VERT. METAL PANEL: TYP.
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.
"ELWARD PRESURE EQULIZED RAINSCREEN" METAL PANEL; FINISH TO MATCH VERT. MET. PANEL. 2"; TYP.
1 7
4/
"
C
PLYWOOD SHEATHING; SSD2X WOOD DECKING; TYP.SAF LAP OVER & UNDER METAL FLASHING; SHOWN DASHED; TYP.PTD. 1X RED CEDAR; COLOR TO MATCH METAL PANEL; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP. "ELWARD PRESURE EQULIZED RAINSCREEN" METAL PANEL; FINISH TO MATCH VERT. MET. PANEL.
FASTENER AS REQ'D PER MFR'S RECOMMENDATIONSHIM AS REQ'D.
WRB; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSD
2"; TYP.
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
WINDOWS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
6" = 1'-0" RE: A1/ A-502
G7 WINDOW HEAD @ DORM ROOM
6" = 1'-0" RE: G1/ A-201
A1 WINDOW SILL DETAIL
6" = 1'-0" RE: JX/ A-603
G1 WINDOW HEAD DETAIL
6" = 1'-0" RE: G1/ A-201
A7 WINDOW JAMB @ METAL PANEL
6" = 1'-0" RE: J1/ A-506
A13 RECESSED ALUM PANEL SILL
6" = 1'-0" RE: J1/ A-506
G13 RECESSED ALUM PANEL HEAD
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 3/4"
"
4/
3 PTD. ALUM. STOREFRONT SYSTEM; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PLASTIC SHIM AS REQ'D.; TYP.PLYWOOD SHEATHING; SSDPRE-FINISH .040 ALUM. PANEL; TYP.WD. POST; SSD C
4 ALUM. BREAKMETAL;
PTD. TO MATCH STOREFRONT SYSTEM.
ALIGN
ALIGN
HIGH-TEMP SAF; SHOWN DASHED; TYP.
"
4/
3 HSS 4X4; SSD1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PTD. ALUM. STOREFRONT SYSTEM; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDPRE-FINISH .040 ALUM. PANEL; TYP.
ALIGN
EXTERIOR
DAY ROOM
OFFICE
PLASTIC SHIM AS REQ'D.; TYP.
ALIGN
B.4
1X BLOCK'G AS REQ'D.
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.5/8" BLOCK'G AS REQ'D..PTD. GYP. BD.; TYP.CORNER BEAD; TYP.
SEE PLAN
WINDOW AS OCCURS; SEE PLAN
6 1/2" 2 3/4"
4 PTD. ALUM. STOREFRONT SYSTEM; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.(3) LINES OF SILICONE SEALANT; TYP.PRE-FINISH .040 ALUM. PANEL; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.
SILL FLASHING BY WDW. MFR.PLASTIC SHIM AS REQ'D.
4 PLYWOOD SHEATHING; SSD
CORNER BEAD; TYP.6x10 WD. BEAM; SSD
3/4"
PTD. ALUM. STOREFRONT SYSTEM; TYP.
CAULK JOINTJ-MOLDING; TYP.PTD. GYP. BD.; TYP.
5 1/2"
MANUAL ROLL-DOWN SHADE AS OCCURS; SHOWN DASHED. SEE A-603 FOR SHADE TYPES.
FRAMING AS REQ'D; SSD; FILL CAVITY WITH BATT INSULATION; TYP.
METAL PANEL; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.SLOPE FLASHING TO DRAIN; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.SEALANT; TYP.BRICK VENEER; TYP.
ALIGN
T.O. VENEER BRICKSEE ELEVATIONS
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.NOTE: RIGID INSULATION NOT SHOWN FOR DRAWING CLARITY. "
2 .
P
YT
;
P
A
G
"
8/3
VAPOR BARRIER; SHOWN DASHED; TYP.
6 7/8"
3" Z-GIRT; TYP.
4 1/2"
FRAMING AS REQ'D; SSD; FILL CAVITY WITH BATT INSULATION; TYP.
METAL PANEL; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.SLOPE FLASHING TO DRAIN; TYP.PRE-FINISH .040 ALUM. SILL FLASHING; TYP.SEALANT; TYP.BRICK VENEER; TYP.
ALIGN
T.O. VENEER BRICKSEE ELEVATIONS
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.NOTE: RIGID INSULATION NOT SHOWN FOR DRAWING CLARITY. "
2 .
P
YT
;
P
A
G
"
8/
3 VAPOR BARRIER; SHOWN DASHED; TYP.
4 3/4"4 3/4"
Z-GIRT; (+SHIM AS REQ'D.); TYP.
1/2" SEALANT JOINT; TYP.PRE-FINISH .040 ALUM. PANEL; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP. 4 PLYWOOD SHEATHING; SSD
PURLIN; SSDPTD. GYP. BD.; TYP.
3/4"
PTD. ALUM. STOREFRONT SYSTEM; TYP.
5 1/2"
PLYWOOD SHEATHING; SSD2X T&G; TYP.Z-MOLDING W/ 1/4" REVEAL: "GORDON 314-1/4" OR EQ.; TYP.BLOCK'G AS REQ'D.BLOCK'G AS REQ'D.CORNER BEAD; TYP.J-MOLDING; TYP.CAULK JOINT HSS 4X4; SSD1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PTD. ALUM. STOREFRONT SYSTEM; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDPRE-FINISH .040 ALUM. PANEL; TYP. 4 EXTERIOR
EXERCISE RM.
PLASTIC SHIM AS REQ'D.; TYP.
ALIGN
A
1X BLOCK'G AS REQ'D.; TYP.
2 3/4"
"
4/
32 LINE OF SILL FLASHING BELOW
.
P
YT
;
"
4 4"; TYP.
PRE-FINISH MTL. PANEL; TYP.FASTENER AS REQ'D. BY PANEL MFR.; TYP.Z-GIRT; TYP.FLASHING TRIM BY PANEL MFR.; TYP.RIVET & SEALANT BY PANEL MFR.; TYP.CORNER TRIM BY PANEL MFR. 1 1/2"
Z-GIRT
3"
WRB; SHOWN DASHED; TYP.9" MIN. STRIP OF SAF; CENTERED AT CORNER; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSD 2" RIGID INSUL; TYP.
WRB; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSD
"
2/
1 4
2 1/2"
PRE-FINISH MTL. PANEL; TYP.FLASHING TRIM BY PANEL MFR.; TYP.RIVET & SEALANT BY PANEL MFR.; TYP.FLASHING TRIM BY PANEL MFR.; TYP.
VENEER BRICK; TYP.3/8" JOINT W/ SEALANT & BACKER ROD.; TYP.(ALIGN WITH CONTROL JOINT IN VENEER BRICK BELOW) "
8/
7 6
"
3 Z-GIRT; TYP.2" RIGID INSUL; TYP.
3/4"
PLASTIC SHIM AS REQ'D.; TYP.PLYWOOD SHEATHING; SSDPRE-FINISH .040 ALUM. PANEL; TYP.
PTD. ALUM. STOREFRONT SYSTEM; TYP.
WD. POST BELOW; DASHED; SSD
C
4 ALUM. BREAKMETAL; PTD. TO
MATCH STOREFRONT SYSTEM.
SAF; SHOWN DASHED; TYP.1X BLOCK'G AS REQ'D.HIGH-TEMP SAF; SHOWN DASHED; TYP.
Z-MOLDING W/ 1/4" REAL: "GORDON 314-1/4" OR EQ.
3/4"
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.1/2" JOINT W/ SEALANT; TYP.
WD. BEAM; SSD
(
1 (. *38*) &7(-.9*(9
7*3
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ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A9/ A-121
A1 STOREFRONT OUTSIDE CORNER
3" = 1'-0" RE: A9/ A-121
A5 STOREFRONT @ DAYROOM/OFFICE
3" = 1'-0" RE: A1/ A-313
E9 STOREFRONT HORIZONTAL TRANSITION
3" = 1'-0" RE: A1/ A-201
J1 BRICK/METAL PANEL TRANSITION
3" = 1'-0" RE: A1/ A-504
J7 BRICK/METAL PANEL TRANSITION @ ENTRY EAST WALL
3" = 1'-0" RE: A1/ A-313
E5 HEAD @ WDW/ ROOF TRANSITION
3" = 1'-0" RE: A5/ A-603
E1 JAMB @ SW CORNER WINDOW
3" = 1'-0" RE: G1/ A-201
J13 METAL PANEL - OUTSIDE CORNER
3" = 1'-0" RE: G1/ A-202
E13 METAL PANEL / VENEER BRICK TRANSITION
3" = 1'-0" RE: F11/ A-603
A9 STOREFRONT JAMB @ OFFICE WINDOW
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) "
2/
1 FRAMING AS REQ'D.; SSD5/8" GYP. BD.; PTD.; TYP.J-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. DOOR; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.BRICK VENEER; TYP.LINE OF SILL FLASHING BELOW "
8/
7 6
.
N
IM
"
1 SEALANT & BACKER ROD; TYP.
3/4"
PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP.
"
4/
1 9
LINE OF SILL BELOWCORNER BEAD; TYP.SEALANT JOINT BTWN. STOREFRONT & SILL PAN BELOWLINE OF THRESHOLD BELOW L
L
A W
R
O
I
R
E
T
X
E
O
TR
O
O
D
FO
E
C
A
F
M
O
R
F
S
S
E
C
E
R
"
7 "
2/
1 5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSDJ-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. STOREFRONT; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.LINE OF SILL FLASHING BELOWPRE-FINISH .040 ALUM. INNER FLASHING; TYP.
PRE-FINISH VERT. METAL PANEL; TYP.
"
8/
5 "
2/
1 5
EDGE OF SILL PAN BELOWLINE OF MFR. SILL FLASHING BELOWPRE-FINISH .040 ALUM. OUTTER FLASHING; TYP. "
2/
1 4
FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
CORNER BEAD; TYP.
"
2 /1
5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSDJ-MOLDING; TYP.1/8" CAULK JOINTPLASTIC SHIM AS REQ'D.PTD. ALUM. STOREFRONT; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.
PRE-FINISH VERT. METAL PANEL; TYP.
"
8 /5"
2/1
5 EDGE OF SILL PAN BELOWPRE-FINISH .040 ALUM. OUTTER FLASHING; TYP. "
2/1
4 FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.
CORNER BEAD; TYP.SEALANT JOINT BTWN. STOREFRONT & SILL PAN BELOW L
L
A W
R
OIR
E
T
X
E
O
TR
O
O
DF
O
E
C
A
F
M
O
R
F
S
S
E
C
C
E
R
"
5 PLYWD. SHEATHING; SSDWRB; DASHED; TYP.SAF; DASHED; TYP. 4 1/2"
1' - 0"
Z-GIRT; TYP.2" RIGID INSUL; TYP.PRE-FINISH ALUM. PANEL; TYP.2-PIECE PRE-FINISH ALUM. PANEL FLAT FLASHING; INSTALL PER MFR'S INSTRUCTION; TYP. "
2/
1 1
"
3 "
2/
1 1
4" EMBED
SEAL JOINT PER MFR'S REQ'TS.PL3/8x3x1'-8 W/ (2) 1/2"ø LAG SCREWS ES RECESS INTO SHTG
CHANNEL TO PLATE
1/4
5 .
1 1
X
8 C
.
D
T
P
3"
CL
PTD. 4" DIA. STL. PIPE
ALIGN POST SUPPORT AS REQ'D. SSD
CHANNEL TO PIPE
1/4
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILSSTOREFRONT DOOR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
6" = 1'-0" RE: A11/ A-603
A1 STOREFRONT DOOR JAMB @ BRICK WALL
6" = 1'-0" RE: A1/ A-512
G7 STOREFRONT JAMB @ METAL PANEL G1
6" = 1'-0"
STOREFRONT DOOR JAMB @ METAL PANEL
3" = 1'-0" RE: G1/ A-202
G13 FIRE LADDER TRAINING BAR DETAIL
P1
P1
NO. DATE ISSUE DESCRIPTION
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)
WOOD FRAMING
@ ROUGH OPENING
SAF APPLIED OVER WINDOW FRAMING OPENING @ SILL, JAMB AND HEAD.
SEAL CORNER W/ DOW 758 SEALANT OR SAF; TYP.
SILL PAN FLASHING
"
1 MECHANICALLY FASTEN & SOLDER (OR SEAL IN CASE OF
ALUMINUM PAN) ALL JOINT
100% WATERTIGHT; TYP.REAR LEG
END DAM
INNER HEAD FLASHING W/ END TAB
EXTENDED TAB DOWN TO CAP JAMB FLASHING
1"
STEP 3: HEAD & SILL METAL FLASHING
STEP 4: METAL FLASHING @ JAMB & HEAD
OUTER JAMB FLASHING
INNER JAMB FLASHINGOUTER JAMB FLASHING (SHOWN DASHED; TYP.) OUTER JAMB FLASHING (SHOWN DASHED; TYP.)
FLAT HEAD SCREW W/ HEAD FLUSH TO FLANGE, TYP
OUTER HEAD FLASHING
SEAL EDGE BETWEEN HEAD & JAMB FLASHING; TYP.
FLAT HEAD SCREW W/ HEAD FLUSH TO FLANGE, TYP
SEAL JOINT BETWEEN JAMB FLASHING & SILL PAN FLASHING; TYP.(SEALANT COLOR TO MATCH METAL FLASHING COLOR) STEP 5: SAF FLASHING
6" SAF LAPPED OVER OUTER HEAD FLASHING 6" SAF LAPPED OVER OUTER JAMB FLASHING STEP 6: INSTALL WEATHER-RESISTANT BARRIER (WRB) & WINDOWS WRB LAPPED OVER SAFPERIMETERINNER SEALANTPERIMETER OUTERSEALANTALUM. WINDOW SYSTEMINTERIOR AIR SEAL
PERIMETER OUTERSEALANT
WRB LAPPED OVER SAF
SIDE FLANGE
STEP 1: FRAME ROUGH OPENING STEP 2: SELF-ADHERED FLASHING (SAF) NOTE: DO NOT RELEASE LINER UNTIL WRB IS TUCK UNDER SILL SAF; SEE STEP 6.
WRB TUCKED UNDER SAF,SEE NOTE ON STEP 2.
6"
PTD. STEEL BEAM
PTD. STEEL PLATE (SHOWN IN LIGHT GREY); WELDED TO STEEL W-SECTION; 100% WATERTIGHT; BOTH SIDES; TYP.
F.O. STL. PLATE PROJECT 2" BEYOND F.O. PLYWOOD SHEAHING; TYP.
A
PRE-FINISH .060 ALUM. FLASHING; SLOPED TO DRAIN; TYP.SAF; TYP.WRB; SHOWN DASHED.; TYP.PLYWOOD SHEATHING; SSDBRICK VENEER; TYP. 6"
PRE-FINISH VERT. MTL. PANEL; TYP.2" RIGID INSUL.; TYP.WRB; SHOWN DASHED; TYP.SAF LAP OVER & UNDER METAL FLASHING; SHOWN DASHED; TYP.2X IPE DECKING; TYP.
ALUM. FLASHING LAP OVER 3X PTDF;
SEE ALSO DETAIL A6/A-512; TYP.
FIELD FABRICATED 2-PIECE METAL FLASHING; SEE ALSO DETAIL A12/A-5161/4" STL. PLATE WELDED TO W10; SEE ALSO DETAIL F12/A-510
D
S
S
;
X
0 1
W
LINE OF ALUM. FLASHING BEYOND; SHOWN DASHED; TYP.(NOTES: 1. NOTCH FLASHING AT BEAM PENETRATION AS SHOWN. 2. SEE ALSO DETAIL A6/A-512.)1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
FRAMING AS REQ'D.; SSDBLOCK'G AS REQ'D.FILL CAVITY W/ INSUL.; TYP.W10X; SSD PRE-FINISH VERT. MTL. PANEL; TYP.2" RIGID INSUL.; TYP.WRB; SHOWN DASHED; TYP.SAF LAP OVER & UNDER ALUM. FLASHING; SHOWN DASHED; TYP.2X IPE DECKING; TYP.PRE-FINISH .060 ALUM. FLASHING; TYP.DECK2WALL SPACER; TYP.SEAL PENETRATION 100% WATERTIGHT; TYP.3X PTDF; TYP.NOTE: SEE A6/A-512 FOR ADDITIONAL NOTES (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
WINDOW FLASHING
SEQUENCE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
A1
1" = 1'-0"
WINDOW FLASHING SEQUENCE
F12
N.T.S.
W-SECTION W/ STL PLATE DETAIL
3" = 1'-0" RE: A1/ A-512
A12 FLASHING @ W-SECTION
3" = 1'-0" RE: A1/ A-512
K12 BALCONY/ WALL TRANSITION
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) VENEER BRICK; TYP.
1" MIN. WIDE AIR SPACE; TYP.2" RIGID INSULATION; TYP.WRB; SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING LAP OVER & UNDER GSM FLASHING; SHOWN DASHED; TYP.GSM FLASHING;TYP.MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP.NOTCH BRICK AS REQ'D. SET IN THIN MORTAR BED "
4"
2/
1 7
6 7/8"
SEISMIC ANCHORS AS REQ.'D; SSDPLYWOOD SHEATHING; SSDNOTCH PLYWOOD AS SHOWN SEAL JOINT W/ COMPATIBLE SEALANT; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP. 5 1/2" ; SSD
1" 3/4"
"
8/5
BLOCK'G AS REQ'D.FILL ANY GAP W/ INSULATION; TYP.5/8" JOINT W/ SEALANT & BACKER ROD; TYP.J-MOLDING; TYP.CORNER BEAD.; TYP. 5/8" GYP. BD.; PTD.; TYP.1/8" SEALANT JOINT; TYP. HOLLOW METAL DOOR FRAME; PTD.; TYP. ANCHOR PER
MANUFACTURER'S INSTRUCTIONS
+7'-2" A.F.F.
HEADER; SSD
V.I.F.
PTD. HM DOOR; TYP.
"
2 GRID
9 1/4"
GALV. 6X4X1/2 ANGLE; ATTACHED WITH S.S.1/4"X3 1/2" GALVANIZED COUNTERSUNK SCREW @ 12" O.C.& 4" MAX FROM EA. END OF ANGLE;
ALL EXPOSED EDGE TO BE PAINTED
W/ HIGH PERFORMANCE COATING; SEAL EDGE BTWN. ANGLE & ALUM. JAMB FLASHING; TYP.
PTD. HM. DOOR AS SCHEDULEDLINE OF JAMB BEYOND
EXTERIOR INTERIOR
ADA-COMPLIANT MILL
FINISH ALUM. THRESHOLD: PEMKO 158A OR EQ.
"
2/
1 FINISH AS REQ'D. SLDEXPANSION JOINT FILLER; TYP.
2 1
PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN COMPATIBLE SEALANT OR MASTIC; TYP.SAF LAP O/ WP MEMBRANEW.P. MEMBRANE: BITUTHENE 4000; TYP.CONC. SLAB; SSD 1"
1"
HM DOOR SILLSADDLE FLASHING AXON; N.T.S.
V.I F. .
V.I F. .
2 1
"
4/
1 NOTE: SEE DETAIL F7/A-513 FOR
BELOW GRADE WATERPROOFING.
FASTENER AS REQ'D BY THRESHOLD MFR.; SET IN SEALANT; TYP.
GRID
GRID
1/2"
1" 3/4"
HOLLOW METAL DOOR FRAME
ANCHOR PER MANUFACTURER'S
INSTRUCTIONS
1/4" JOINT W/ SEALANT & BACKER ROD; TYP.
LINE OF THRESHOLD BELOWPTD.HM DOOR; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
PRE-FINISH .040 ALUM. INNER FLASHING; TYP.PRE-FINISH .040 OUTTER FLASHING; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.
CORNER BEAD; TYP.
FINISH AS SCHEDULED; SHOWN DASHED; TYP.
PTD. 5/8" GYP. BD.; TYP.
5 1/2"
BLOCK'G AS REQ'D.
"
2 "
4/
1 2
6 7/8"
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.BRICK VENEER; TYP. 9 1/4"
GRID
1/2" 5 1/2"
PLYWOOD SHEATHING; SSD2" RIGID INSULATION; TYP.SAF LAP OVER & UNDER MTL. FLASHING; TYP.PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP. 1"
3/4" HOLLOW METAL DOOR FRAME
ANCHOR PER MANUFACTURER'S
INSTRUCTIONS
PTD.HM DOOR; TYP.
FINISH AS SCHEDULED; SHOWN DASHED; TYP.J-MOLDING; TYP.
LINE OF THRESHOLD BELOW
)
C
B
C
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B
D
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Q
E
R
EC
N
AR
A
E
LC
E
D
I
S
H
S
U
P
.
N
I
M
"
0 -
'
1 (
"
2 -
'
1 FRAMING AS REQ'D; SSD2X6 FRAMING
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.
PTD. 5/8" GYP. BD.; TYP.1/4" JOINT W/ SEALANT & BACKER ROD; TYP. 9 1/4"
6 7/8"
BRICK VENEER; TYP.
ALIGN W/ BRICK CONTROL JOINT ABOVE THE DOOR FRAME
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
FROM FACE OF DOOR TO EXTERIOR WALL
5 7/8" RECESS
(
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
HM DOOR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
6" = 1'-0" RE: G1/ A-202
F1 HEAD @ EXTERIOR HM DOOR
6" = 1'-0" RE: G1/ A-202
A1 SILL @ EXTERIOR HM DOOR
6" = 1'-0" RE: G1/ A-202
A9 JAMB @ HM DOOR - HINGE SIDE
6" = 1'-0" RE: A1/ A-121
F9 JAMB @ HM DOOR - STRIKE SIDE
P1
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) A
PERIMETER CHANNEL: C12X20.7
FACE OF METAL WALL PANELLINE OF VENEER BRICK BELOW
6' - 11 3/8"
PTD. 1/2"X1 1/2" FLAT BAR STOCK; TYP.2X IPE DECKING; TYP. "
8 -
'
51 W10X33; SSD MITRED CORNER; TYP.
$
$
W10X33; SSD
-
$
$
-
$
$
.
$
TYP.
"
8/7
5 -
'
01 "
4 -
'2
3 "
8 CL DOOR
EDGE OF DECK
-
$
$
*
A
ALUMINUM GLASS DOOR
ADA COMPLIANT, DARK BRONZE ANODIZED ALUM. THRESHOLD:
PEMKO 172D OR EQ.
SET METAL PAN FLASHING IN SEALANT; TYP.FIN. AS SCHEDULED
ADJUSTABLE DOOR BOTTOM COORDINATE
WITH DOOR MFR./MODEL
ANODIZED ALUM DOOR BOTTOM SWEEP
1 2
1 2
6"
"
8/
7 1
1 PTD. 1/2"X1 1/2" FLAT BAR STOCK WELDED TO FLAT BAR @ TOP & BOTTOM; TYP.2X IPE DECKING; TYP.PTD. PERIMETER CHANNEL: C15X33.9 3X PTDF; TYP.
SAF LAP OVER & UNDER MTL. FLASHING; TYP.PRE-FINISH .060 ALUM. FLASHING; SLOPED TO DRAIN; TYP.BRICK VENEER; TYP.
PTD. 1/2"X1 1/2" FLAT BAR
ATTACHED TO FLAT BAR
BELOW; TYP.
).
S.
T.N
(
.
P
YT
;
"
2 /
1 6
-
'
3 "
0 1
CL
2" RIGID INSUL.; TYP.WRB; SHOWN DASHED.; TYP.PLYWOOD SHEATHING; SSD ALIGN
4 1/2"
LINE OF STOREFRONT MULLION BEYONDDECK2WALL SPACER; TYP.SEAL PENETRATION 100% WATERTIGHT; TYP. 2X8 PTDF; SSD
D
S
S
;
S
R
U
C
C
O
S
A
3 3
X
0 1
W
COUNTERSUNK 1/4" TEK SCREW @ 12" O.C.; TYP.
"
2/
1 2
STIFF PLATE @ 4'-0" O.C. MAX.; TYP.
TYP
5/16 2-12
15' - 0"
4' - 8" 5' - 0" 4' - 8"
"
2 /
1 6
-
'
3 4" 4"
PTD. 1/2"X1 1/2" FLAT BAR STOCK; TYP.PERIMETER CHANNEL: C15X33.9; PTD; TYP. 4" 4' - 4" 4"
6' - 0"
1' - 4"
F.O. FIN. WALL
WEST ELEVATION SOUTH ELEVATION
(NORTH ELEV. O.H.)
$
$
$
$
SIM.
3 1/2" ; TYP.
± 2 3/8"
CL STIFFENER PLATE & RAIL CLSTIFFENER PLATE
& BALCONY
STIFFENER PLATE @ 4'-0" O.C. MAX.; SSD
15' - 8"
4 1/2"
3"
Z-GIRT; TYP.2" RIGID INSUL; TYP.PRE-FINISH MTL. PANEL; TYP.FLASHING TRIM BY PANEL MFR.; TYP.RIVET & SEALANT BY PANEL MFR.; TYP.FLASHING TRIM BY PANEL MFR.; TYP.3/8" JOINT W/ SEALANT & BACKER ROD.; TYP.(ALIGN WITH CONTROL JOINT IN VENEER BRICK BELOW)BENT/BOXED OUT STUB W/ CAP PLATE TO MATCH SIZE AN DEPTH OF CHANNEL TO PROVIDE WATERTIGHT SHOP FABRICATED ASSEMBLY. SCREW ATTACHMENTS OUTSIDE
OF STUB RECESSED INTO THE PLYWOOD.
D
S
S;
L
E
N
N
A
HC
"
8/
3 3
FIELD FABRICATED 2-PIECE METAL FLASHING; SEE ALSO DETAIL A12/A-516 PLYWD. SHEATHING; SSDWRB; DASHED; TYP.SAF; DASHED; TYP.
FULL DEPTH BLOCK'G; SSD
3X PTDF; SSD
A
SET METAL PAN FLASHING IN SEALANT; TYP.FIN. AS SCHEDULED ALIGN
1/4" JOINT W/ SEALANT & BACKER ROD; TYP.SILL FLASHING BY WDW. MFR.PTD. STOREFRONT SYSTEM; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN (3) LINES OF COMPATIBLE SEALANT; TYP.SEE ALSO DETAIL A1/- FOR ADDITIONAL NOTES.
PLASTIC SHIM AS REQ'D.NOTE: SEE DETAIL 6/- FOR TYPICAL NOTES NOT SHOWN IN THIS DETAIL. (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LKJHGFE
D
CBA
MLKJHGFE
D
CBA
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record
EXTERIOR DETAILS -
BALCONY
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: A9/ A-121
A1 BALCONY PLAN
3" = 1'-0" RE: A9/ A-313
A6 BALCONY SECTION @ STOREFRONT DOOR
1/2" = 1'-0" RE: G1/ A-202
J1 BALCONY ELEVATIONS
3" = 1'-0" RE: A1/ A-512
J10 METAL PANEL / CHANNEL TRANSITION (PLAN VIEW)
3" = 1'-0" RE: A1/ A-512
J14 STOREFRONT SILL @ BALCONY
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 2" RIGID INSULATION; TYP.
WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.SAF LAP OVER & UNDER METAL FLASHING; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.SHAPED 3/4" STEEL PLATE; PTD.; TYP. 8" 4 1/2"
1/4" DIA. X3 1/2" COUNTERSUNK S.S. WD. SCREW @ 8" O.C. @ HEAD; TYP.
PTD. 5/8" GYP. BD.; TYP.
"
4 .
P
YT
;
"
0 1
T.O. DOOR OPENINGEL.=+14'-0"
1' - 5 1/4"
4 3/4"
WEATHER SEAL BY DOOR MFR.; TYP.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.1/2" SHIM SPACE; TYP.ROLL-UP SECTIONAL DOOR; TYP. 6 3/4X15 GLB; SSD
J-MOLDING; TYP.
PRE-FINISH METAL PANEL; TYP.3" Z-GIRT; TYP.SLOPED TO DRAIN; TYP.SEALANT AS SHOWN; TYP. 4 1/2"
2" RIGID INSULATION; INSTALLED TIGHT TO WRB; TYP.
1/2" 9 1/4" 5/8"
CL
SHAFT
1/4" DIA. X3 1/2" COUNTERSUNK S.S. WD. SCREW @ 10" O.C. @ JAMB; TYP. 4X FRAMING AS REQ'D.; SSD3X BLOCKING AS REQ. FOR OVERHEAD SPRING ANCHOR BRACKET & OPERATOR (SIZE AND LOCATION TO BE CONFIRMED BY DOOR TO MRF.) GLAZED ALUM. SECTIONAL DOOR; TYP.
PTD. 1/2" STEEL PLATE @ JAMB BEYOND1/4" DIA. X3 1/2" COUNTERSUNK S.S. WD. SCREW @ 10" O.C.; TYP. 8" 4 1/2"
.
P
YT
;
"
0 1
"
4 4 3/4"
WEATHER SEAL BEYOND BY DOOR MFR.; TYP.
.
XA
M
"
2/1
VINYL WEATHER SEAL & SENSORCONC. SLAB W/ EASE EDGE
DEPRESSED SLAB; SLOPED TO DRAIN: 1/8" PER FT.; TYP.
GROUND LEVELFINISH FLOOREL.=+0'-0"
1 3/4"
3" VERTICAL TRACK BEYOND; BY SECTIONAL DOOR MFR.
SEALANT OVER COMPRESSIBLE FILLER; TYP.
1' - 5 1/4"
2" RIGID INSULATION; TYP.
3/8" JOINT, FILL W/ SEALANTSHAPED 3/4" STL. PLATE; PTD.; TYP.
PTD. 5/8" GYP. BD.; TYP.FILL CAVITY W/ BATT INSULATION; TYP.SAF; SHOWN DASHED; TYP.1/2" PLYWOOD SHEATHING; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.BRICK VENEER; TYP. "
2/
1 4
"
8 1/4" DIA. X3 1/2" COUNTERSUNK S.S. WD. SCREW @ 10" O.C.; TYP.
J-MOLDING; TYP.
FRAMING AS REQ'D.; SSD
ALIGN
WEATHER SEAL BY DOOR MFR.; TYP.
ALUM. ROLL-UP SECTIONAL DOOR;
TYP. TRACK BY DOOR MANUFACTURER
HORIZONTAL REINF. ANGLE BY DOOR MANUFACTURER
1/2" SHIM SPACE
"
3 "
4 /
1 5
-
'
1 5 1/4"X9 1/4" PSL; SSD
3"
"
8/
7 6
.
N
I
M
"
1 1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
2" RIGID INSULATION; TYP.
3/8" JOINT, FILL W/ SEALANTSHAPED 3/4" STL. PLATE; PTD.; TYP.
PTD. 5/8" GYP. BD.; TYP.FILL CAVITY W/ BATT INSULATION; TYP.SAF; SHOWN DASHED; TYP.1/2" PLYWOOD SHEATHING; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH METAL PANEL; TYP. "
2/
1 4
"
8 1/4" DIA. X3 1/2" COUNTERSUNK S.S. WD. SCREW @ 10" O.C.; TYP.
J-MOLDING; TYP.
WEATHER SEAL BY DOOR MFR.; TYP.FRAMING AS REQ'D.; SSD
ALUM. ROLL-UP SECTIONAL DOOR;
TYP. TRACK BY DOOR MANUFACTURER
HORIZONTAL REINF. ANGLE BY DOOR MANUFACTURER
1/2" SHIM SPACE
"
3 "
4 /
1 5
-
'
1 3"
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.
RIVET AND SEALANT BY PANEL MFR.; TYP.PRE-FINISH METAL FLASHING; TYP. "
2/
1 4
5 1/4"X9 1/4" PSL; SSDFLASHING BY PANEL MFR.; TYP.
"
1 BITUTHENE 4000 WP MEMBRANE.; TYP.1/4" PROTECTION BOARD: 1/4" PROTECTION COURSE BY W.R. MEADOWS OR EQ.; TYP.1/2" PLYWOOD; TYP.CONC. FOUNDATION; SSDSEAL BITUTHENE EDGE WITH LIQUID MEMBRANE; TYP.(SEE ALSO MFR'S INSTALLATION INSTRUCTION) PTD. 18 GA. GSM SILL FLASHING ; FIN. TO MATCH METAL PANEL; TYP.SEALANT OVER COMPRESSIBLE FILLER; TYP.FINISH AS REQ'D.; SLD/SCD.BITUTHENE 4000 WP MEMBRANE.; TYP.1/4" PROTECTION BOARD: 1/4" PROTECTION COURSE BY W.R. MEADOWS OR EQ.; TYP.1/2" PLYWOOD; TYP.BITUTHENE LIQUID MEMBRANE; TYP.
HORIZONTAL SURFACE:PROVIDE 1/8" PER FT. MIN. SLOPE OR (2) LAYERS OF BITUTHENE 4000 MEMBRANE. SEE MFR'S INSTALLATION INSTRUCTION.
STOREFRONT OR ENTRY DOOR AS OCCURS
DETAIL 1: TYPICAL BELOW GRADE WATERPROOFING AT STOREFRONT SYSTEM DETAIL 2: TYPICAL BELOW GRADE WATERPROOFING AT BRICK VENEER WALL 1/2" PLYWD. SHEATHING; SSDWEATHER-RESISTANT BARRIER (WRB); SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.PTD. 18 GA. GSM SILL FLASHING ; FIN. TO MATCH METAL PANEL; TYP.SEALANT OVER COMPRESSIBLE FILLER; TYP.FINISH AS REQ'D.; SLD.BITUTHENE 4000 WP MEMBRANE.; TYP. 1/2"
"
6 SEISMIC ANCHORS AS REQ.'D
6 7/8"
3 5/8" 3 1/4"
1" MIN. 1" MIN. WIDE AIR SPACE; TYP.
2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.BRICK VENEER; TYP.WEEP @ 24" O.C. @ MORTAR JOINTS; SEE SPEC.; TYP.
GRID
MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP. "
8/
3 "
4/
1 2
.
P
Y
T
;
"
8 /
5 2
1/4" PROTECTION BOARD: 1/4" PROTECTION COURSE BY W.R. MEADOWS OR EQ.; TYP.1/2" PLYWOOD; TYP.CONC. FOUNDATION; SSDSEAL BITUTHENE EDGE WITH LIQUID MEMBRANE; TYP.(SEE ALSO MFR'S INSTALLATION INSTRUCTION) (
1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.