Agenda packet — San Carlos City Council, May 23, 2022 (part 7 of 10)

05/07/2021
5/7/2021

PLAN CHECK RESPONSE

REVIEWED FOR CODE COMPLIANCE
DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.

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Packet Pg. 1417 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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RESPOND TO CIVIL PLAN CHECK COMMENTS ON RETAINING WALLS FROM MARKUPS ON SHEET C4.2 AND ORIG CALCS.

OUR FIRST SUBMITTAL WAS BASED ON THE ORIGINAL SOILS REPORT THAT WAS SUBSEQUENTLY UPDATED AND REPLACED. WE HAD REQUESTED THE

ORIGINAL REPORT UPDATED FOR RETAINING WALL REQUIREMENTS AND DIDN'T RECEIVE A COPY PRIOR TO OUR FIRST SUBMITTAL.

THE PC COMMENT LETTER DOESN'T APPEAR TO CONTAIN AN ITEM FOR THE

RETAINING WALL CHECKS, HOWEVER, WE RECEIVED MARKUP OF THE

CALCS/DWGS THAT INDICATED THESE QUESTIONS, SEE ATTACHED FOR REFERENCE..

THE GEOTECH RECOMMENDATIONS REQUIRED THAT THE RETAINING WALLS

BE DESIGNED FOR A HYDROSTATIC LOADS IF NOT DRAINED, THUS DOUBLING THE DEMAND ON THE WALLS. IN MOST CASES THIS CHANGE IMPACTED THE

SIZE OF FOOTING AND REQUIRED A KEY FOR SLIDING WHERE PAVEMENT DID NOT RESTRAIN THE BASE OF THE WALL.

WE HAVE REVISED OUR DRAWINGS TO ALLOW EITHER DRAINED WALLS OR

UN-DRAINED WALLS AT THE CONTRACTOR'S OPTION AS WE EXPECT COSTS

MAY BE SUBSTANTIALLY IMPACTED DUE TO THE PROXIMITY OF THE RESIDENTIAL HOUSING PROPERTY LINE, TEMPORARY SHORING, ETC.

WE HAVE REVISED OUR DESIGN BASIS THAT FOLLOWS FOR THE UPDATED

GEOTECH REPORT, AND ATTACHED NEW RETAIN PRO CALCULATIONS FOR THE TWO OPTIONS.

THIS DRAWING SET ALSO CONTAINS OUTDOOR PAD FOR A GENERATOR, WE

HAVE PROVIDED DETAILING FOR THE CONCRETE AND CURBS, HOWEVER ANCHORAGE OF THE TANK IS BY OTHERS (I.E. MECHANICAL ENGINEER).

AT THE BACK OF THESE CALCS WE HAVE ATTACHED THE ORIGINAL CALCULATION PAGES FOR REFERENCE/COMPLETENESS.
18270
SAN CARLOS FIRE STATION NO. 16 PC RESP
1280 ALAMEDA DE LAS PULGAS, 94070
FM 5/7/2021

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Packet Pg. 1418 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) November 30, 2020 City of San Carlos – FIRST REVIEW
Jurisdiction Application: BLD2020-00756
BVNA Job No.: 36020-033004.00
Bureau Veritas North America, Inc. Main: (916) 725-4200 180 Promenade Circle, Suite 150 Fax: (916) 725-8242
Sacramento, CA 95834 www.us.bureauveritas.com
City of San Carlos
Chris Valley – Chief Building Official
600 Elm Street
San Carlos, CA 4070
Phone #: (650) 802-4262
Email: [email protected]
Re: Plan Review: San Carlos Fire Station 16 (CD Drawings) Address: 1280 Alameda De Las Pulgas
Dear Mr. Valley,
Bureau Veritas North America, Inc. (BVNA) has completed a first review of the following documents:

1. Plans: Electronic copy of plan sheets A-000 through E-304 dated October 28, 2020 by SHAH Kawasaki Architects.

2. Structural Calculations: Electronic copy dated 10/28/20 by ZFA. Retaining Wall structural calculations dated 10/27/20 by Siegfried Engineering

3. Geotechnical Report: Electronic copy dated 6/25/20 by Engeo

4. Project Manual: Electronic copy dated 10/20 by Shah Kawasaki Architects

5. Special Inspection Form: Electronic copy dated 10/28/20

6. Stormwater Quality Control Plan (Draft): Electronic copy dated 10/30/20 by Siegfried Engineering

7. Energy Compliance: Electronic copy of Performance Compliance on plan sheets T24-000 through T24-003 dated September 28, 2020 by 3C Engineering, Inc. Electronic copy of Indoor Lighting Compliance on plan sheet E-301 dated 10/19/2020 by Thoma Electric, Inc. Electronic copy of Outdoor Lighting Compliance on plan sheets E-302 & E-303 dated 10/19/2020 by Thoma Electric, Inc. Electronic copy of Electrical Power Distribution Compliance on plan sheet E-303 dated 10/19/2020 by Thoma Electric, Inc. Electronic copy of Solar Ready Area Compliance on plan sheet E-304 dated 9/30/2020 by Thoma Electric, Inc.

The 2019 California Building Code (CBC), 2019 California Residential Code (CRC), 2019 California Mechanical Code (CMC), 2019 California Plumbing Code (CPC), 2019 California Electrical Code (CEC), 2019 California Green Building Standard Code (CGBSC) and 2019 California Energy Code was used as the basis of our review. Our comments follow on the attached list.

Please submit an itemized response letter and (1) electronic set of plans and supporting documents complete and revised with all revisions clouded directly to the City of Tracy.

If you require clarifications on the comments from your review please contact us. We are also available for in-person rechecks in our Sacramento office by appointment.

Reviewers: Rick Mauldin, Cristian Son & Delsim Arya Ashkan Sincerely,
BUREAU VERITAS NORTH AMERICA, INC.

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Packet Pg. 1419 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Fire Station 16 (65% CD Drawings) City of San Carlos - First Review 1280 Alameda De Las Pulgas BVNA Job No.: 36020-033004.00 November 30, 2020 Page 2 of 6
Bureau Veritas North America, Inc. Main: (916) 725-4200 180 Promenade Circle, Suite 150 Fax: (916) 725-8242
Sacramento, CA 95834 www.us.bureauveritas.com
Re: Occupancy Group(s): B / S-2 / R-3
Type of Construction: V-B
Sprinklers: Yes
Stories: Two
Building Area: 5,797-sf
1st Floor Area: 2,882-sf
2nd Floor Area: 2,915-sf
Occupant Load: 37
GENERAL COMMENTS:

G1. Please respond in writing to each plan review comment by legibly marking the attached comment list or creating a separate response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re-check and hopefully, approval of this project. Thank you for your assistance.

Note: Review is only based on the 65% CD drawing submittal.

Due to the nature and extent of the various comments noted in this plan review, it is possible that future responses to the noted comments and/or new information supplied with future submittals for this project may generate additional plan review comments.

ARCHITECTURAL and DISABLED ACCESS COMMENTS:
[Rick Mauldin – Senior Plans Examiner-CASp 916-514-4533] [email protected] Sheet A-001:

A1. Plan sheet S-008 is listed on the Sheet Index but is not provided.

A2. Add plan sheet A-541 to the Sheet Index.

Sheet A-002:

A3. Clarify the code section reference in the Chapter 30 Elevator Note on plan sheet A-002.

Sheet A-005:

A4. Clarify the detail reference for the Tactile Sign shown in Detail #J1.

Sheet C4.0:

A5. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning complying with 2019 CBC Sections 11B-705.1.1 and 11B-705.1.2.5. (2019 CBC Section 11B-247.1.2.5) (Refer to the Accessible Sidewalk at the new Driveway)
Sheet C4.1:

A6. Refer to Detail #3:

The counter slope of the gutter and road surface shall not exceed 1:20 (5%) for a lower landing distance of 4-feet. 2019 CBC §11B-406.4, §11B-406.5.3 & §11B-406.5.8

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Packet Pg. 1420 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Fire Station 16 (65% CD Drawings) City of San Carlos - First Review 1280 Alameda De Las Pulgas BVNA Job No.: 36020-033004.00 November 30, 2020 Page 3 of 6
Bureau Veritas North America, Inc. Main: (916) 725-4200 180 Promenade Circle, Suite 150 Fax: (916) 725-8242
Sacramento, CA 95834 www.us.bureauveritas.com
A7. Refer to Details #2, #3 & #4:

Sidewalk maximum cross slope of 1:48 (2.08%) 2019 CBC §11B-403.3 Sheet C-5.0:

A8. Refer to the Storm Drain Grate located within the Accessible parking and access aisle space for the following: (I.e. Plan sheet C5.0 & Detail #5/C7.0)
Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch diameter except as allowed in Sections 11B-407.4.3, 11B-409.4.3, 11B-410.4, 11B-810.5.3 and 11B-810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 2019 CBC §11B-302.3 Openings.

Sheet A-101:

A9. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning complying with 2019 CBC Sections 11B-705.1.1 and 11B-705.1.2.5. (2019 CBC Section 11B-247.1.2.5) (Refer to the Accessible Sidewalk at the new Driveway)
A10. Provide an Accessible Route to the Trash Enclosure. 2019 CBC §11B- 206.2.2.

A11. Provide and show a minimum maneuvering clearances at doors and gates shall comply with 2019 Section 11B-404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. (I.e. 24” clear maneuvering space on the pull side) Sheet A-120:

A12. Clarify window type at kitchen.

A13. Clarify the Separation: Floor/ceiling assembly and supporting walls. Refer to 2019 CBC §711.2.3.

A14. Provide separation between the sleeping rooms 2019 CBC §420.2 & §708 Sheet A-301:

A15. Provide and specify the rated floor / ceiling assembly between the S-2 and the R-3.

Sheet A-401:

A16. Refer to Detail E13 for the following:

The mounting of the Toilet Paper Dispenser centerline between 7” to 9” x 19” minimum height in front of the Accessible Water Closet. Refer to 2019 CBC Section 11B-604.7. (I.e. The dual horizontal dispenser will not meet this requirement, but a dual vertical dispenser may when the lower one is mounted at 19” minimum AFF and within 7” to 9” in front of the toilet.) A17. Refer to Detail A9 for the following:

Provide one clothes hook a within the reach range maximum of 48"AFF, 2019 CBC §11B-308 Sheet A-405:

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Packet Pg. 1421 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Fire Station 16 (65% CD Drawings) City of San Carlos - First Review 1280 Alameda De Las Pulgas BVNA Job No.: 36020-033004.00 November 30, 2020 Page 4 of 6
Bureau Veritas North America, Inc. Main: (916) 725-4200 180 Promenade Circle, Suite 150 Fax: (916) 725-8242
Sacramento, CA 95834 www.us.bureauveritas.com
A18. Refer to Detail E9 for the following:
2019 CBC §1009.8 Two-way communication. A two-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be provided at the landing serving each elevator or bank of elevators on each accessible floor that is one or more stories above or below the level of exit discharge.

A19. Refer to Detail A9 for the following:

Side approach and forward approach of 48” max AFF per 11B-308 for the elevator controls. 2019 CBC Section 11B-407.4.6.1.

Sheet A-411:

A20. Refer to Detail J1 for the following:

Coordinate the interior numbering as shown in the enlarged floor plan. (I.e. #6 & #7) A21. Refer to Detail E7 for the following:

Provide one clothes hook a within the reach range maximum of 48"AFF, 2019 CBC §11B-308.

A22. Refer to Detail A12 for the following:

A23. Refer to Detail A7 for the following:

Provide details for the mounting of the Vertical Activation Bar complying with 2019 CBC §11B404.2.9 Exception c.

Sheet A-519:

A24. Refer to Detail D9 and clarify the following:

Required guards shall not be less than 42 inches high, and required guards shall not have openings which allow passage of a sphere 4 inches in diameter from the walking surface to the required guard height. 2019 CBC Section 1015.3 & 1015.3.4 Sheet A-536:

A25. Refer to Details E1 & A5 for the following:

Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch diameter except as allowed in Sections 11B-407.4.3, 11B-409.4.3, 11B-410.4, 11B-810.5.3 and 11B-810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 2019 CBC §11B-302.3 Openings.

Sheets A-537 & A-538:

A26. Refer to Detail A5/A-537, A1/A-538 & A5/A-538 for the following:

Reference the installation of the suspended ceiling system to comply with the 2019 CBC Section 808, ASCE 7-16, ASTM C 635 & C 636.

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Packet Pg. 1422 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Fire Station 16 (65% CD Drawings) City of San Carlos - First Review 1280 Alameda De Las Pulgas BVNA Job No.: 36020-033004.00 November 30, 2020 Page 5 of 6
Bureau Veritas North America, Inc. Main: (916) 725-4200 180 Promenade Circle, Suite 150 Fax: (916) 725-8242
Sacramento, CA 95834 www.us.bureauveritas.com
MECHANICAL COMMENTS:
[Rick Mauldin – Senior Plans Examiner-CASp 916-514-4533] [email protected] No comments
PLUMBING COMMENTS:
[Rick Mauldin – Senior Plans Examiner-CASp 916-514-4533] [email protected] P1. Provide and show a shut off valve on the Trap Primer. 2019 CPC Section 606.5. (Refer to Detail 5/P-002)
P2. Please verify that the condensate waste piping is separated from the Condensate Drain Dry well with an indirect connection. Refer to Detail 4/P-005.

If the condensate is proposed to drain into a dry well, the condensate waste pipe shall connect “indirectly”. (I.e. Not to terminate below grade in the dry well) Refer to 2019 CPC Section 814.5.

ELECTRICAL COMMENTS:
[Cristian Son – Electrical Reviewer - 916 514-4505] [email protected] E1. In Power Legend (E002)) Clarify “Duplex receptacle. Removable break-off tab” definition as CEC2019 is applying.

E2. Please specify light fixtures at exterior to be labeled “suitable for damp location” per 2019 CEC Art. 410.10 (A) & (D).

E3. Provide GFCI protection on the Vending machines receptacle outlet. CEC-2019 art. 422.5 (if any) E4. Provide proper signage to indicate where power originates on all switchgears and panels CEC-2019 art.408.4B
E5. Provide and show an intersystem bonding termination for connecting intersystem bonding conductors required for other systems and shall be provided external to the enclosure at the service equipment or metering equipment. Refer to 2019 CEC Art. 250.94 E6. For new MSB, and other electrical equipment, (located inside or outside) provide compliance with CEC-2019 art.110.27 and 300.4/5 regarding physical damage protection.

E7. Provide a red circuit breaker handle lock for FACP power supply as per NFPA 72 E8. Provide Electric Vehicle Parking calculations and details adequate to demonstrate compliance with the mandatory measures of the 2016 CalGreen Code. Table 5.106.5.3.3 requires a minimum 6% of total provided parking spaces to provide Electric Vehicle charging stations.

E9. Each provide Electric Vehicle charging station shall be shown with conduit[s] routed to corresponding electrical supply panel[s] and calculated to provide minimum 208/240 volt 40 amp circuit[s] to each charging device. Ref. CGBSC Div. 5.106.5.3.1, Div. 5.106.5.3.2, & Table

5.106.5.3.3. CEC-2019 art.210.17.

T-24 ENERGY COMPLIANCE COMMENTS:
[Rick Mauldin – Senior Plans Examiner-CASp 916-514-4533] [email protected]

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Packet Pg. 1423 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Fire Station 16 (65% CD Drawings) City of San Carlos - First Review 1280 Alameda De Las Pulgas BVNA Job No.: 36020-033004.00 November 30, 2020 Page 6 of 6
Bureau Veritas North America, Inc. Main: (916) 725-4200 180 Promenade Circle, Suite 150 Fax: (916) 725-8242
Sacramento, CA 95834 www.us.bureauveritas.com
T1. Responsible Envelope Designer must sign and date Page #16 of the NRCC-PRF-01-E on plan sheet T24-003.

GREEN BUILDING STANDARDS COMMENTS:
[Rick Mauldin – Senior Plans Examiner-CASp 916-514-4533] [email protected] Sheet A-024.1:

GR1. Update the Shower Head flow rate as noted in 2019 CGBSC §5.303.3.1 & 5.303.3.2 to be 1.8- gpm flow rate.

STRUCTURAL COMMENTS:
[Ashkan Delsim-arya – Plans Examiner (707) 757-6657] [email protected] [ Special Inspection Comments ]
No comments at this time
[Structural Comments]
S1. Please clarify what each of the column calculations RC1, 2, 3 represent in coordination with the provided key plan on page 16 and in coordination with what’s reflected on plans; i.e. wood/ steel column and sizes and applicable level. Also clarify/ remove failure warning on page 35 of calculations for RC3. CBC 1603.1
S2. Please reference the applicable detail on plans in anchorage calculations; e.g. for generator and switch board slab. CBC 1603.1
S3. Please provide calculations/ details for mechanical, electrical units, ducts seismic bracing, anchorage or clarify if this is deferred. Currently there are calculations only for switch board and generator but per plan there are more MEP components. CBC 1603.1
S4. Please reference the relevant detail on plans for guard rail calculations on page 160. CBC 1603.1 S5. Please confirm that base PL. and A.B. embed length on 5/S500 are adequate. CBC 1603.1 [Soil/Foundation Comments]
S6. Provide a letter from the soils engineer confirming that the foundation plans, specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated in the plans. CBC 1803.6.5
[END]
These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

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Page 10 of 166 ends

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7.j.2
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Page 12 of 166 ends

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^;^^Ϳ ƌŝƐŬ/Ͳ///
^;^ϭͿ ƌŝƐŬ/Ͳ/// ^ĚƐс ϭ͘ϯϭϵ ϭ͘ϱϴϮ ϭϮϬй
^;^ϭͿ ƌŝƐŬ/Ͳ///
^Ěϭс Ϭ͘ϵϮϵ Ϭ͘ϱϮϳ ϱϳй
tŝŶĚĞƐŝŐŶƌŝƚĞƌŝĂ͗
sůƌĨĚ ϭϬϯ ŵƉŚ ďĂƐŝĐĚĞƐŝŐŶǁŝŶĚƐƉĞĞŬ;sͲůƌĚĨͿ
&ƉсϬ͘ϲtƉŵŝŶ
&ƉсϬ͘ϰtƉŵŝŶ
^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶηϭϲ
^
ϳͲϭϲ
&ŝƌĞ^ƚĂƚŝŽŶ
ϭϮϴϬůĂŵĞĚĂĞ>ĂƐWƵůŐĂƐ͕^ĂŶĂƌůŽƐ
ŝǀŝůZĞƚĂŝŶŝŶŐtĂůůƐ͕ďƵŝůĚŝŶŐďǇŽƚŚĞƌƐ͘
$6&( &ǀ
ǀĂƌŝĂďůĞƐ
ϰͬϭϴͬϮϬϮϭϱ͗ϯϯD ϭŽĨϭϭ

Page 14 of 166 ends

Packet Pg. 1430 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ sĂƐĚ ϴϬ ŵƉŚ
ZŝƐŬĂƚ /s
tŝŶĚ
ǆƉ͘
/ŶƚĞƌŶĂůWƌĞƐƐ͘ŽĞĨĨ;ƉŝͿ͗ Ϭ͘ϭϴ
Dt&Z^;ůƌĨĚͿ ϮϬ ƉƐĨ
ZĞĐŽŵŵĞŶĚĞĚĞĨůĞĐƚŝŽŶƌŝƚĞƌŝĂ
ZŽŽĨ >ͬϭϴϬƚŽ>ͬϮϰϬ
&ůŽŽƌƐ >ͬϮϰϬƚŽ>ͬϯϲϬ

ǆƚĞƌŝŽƌtĂůů >ͬϮϰϬ
/ŶƚĞƌŝŽƌtĂůů >ͬϮϰϬ
^ƵƉƉŽƌƚŝŶŐ'ůĂƐƐ >ͬϰϴϬ
'ĞŽƚĞĐŚŶŝĐĂů
ZĞƉŽƌƚůĚŐƐƐƵŵĞĚ
ZĞƉŽƌƚEĂŵĞ͗ ƌĞƉŽƌƚηϭϯϯϴϳ͘ϬϬϬ͘Ϭϭϭ
ƌĞƉŽƌƚĚĂƚĞĚ͗ϱͬϮϵͬϮϬϮϬĂŶĚƵƉĚĂƚĞĚϲͬϮϱͬϮϬϮϬ
ƐĞƚƚůĞŵĞŶƚĞǆƉĞĐƚĞĚ
ƉĂƐƐŝǀĞƉƌĞƐƐƵƌĞ ϮϱϬƉĐĨ
ĨƌŝĐƚŝŽŶĐŽĞĨĨ Ϭ͘ϯϬ
^ƵďŐƌĂĚĞŵŽĚƵůƵƐ ϭϬϬƉĐŝ
ůůŽǁĂďůĞĞĂƌŝŶŐĨŽƌŵĂƚĨĚŶ
ƉŽƐƚĐŽŶƐƚƌƵĐƚŝŽŶĚŝĨĨĞƌĞŶƚŝĂůƐĞƚƚůĞŵĞŶƚϭͬϮΗŽǀĞƌůĂƚĞƌĂůĚŝƐƚĂŶĐĞŽĨϱϬĨĞĞƚďĂƐĞĚŽŶůŽŶŐ ƚĞƌŵĐŽŶƐŽůŝĚĂƚŝŽŶďĞĂƌŝŶŐƉƌĞƐƐƵƌĞƵƉƚŽϯϬϬϬƉƐĨ
ůůŽǁĂďůĞƐŽŝůďĞĂƌŝŶŐƉƌĞƐƐƵƌĞƐŚĂůůďĞϭϱϬϬƉƐĨ;н>ͿŽŶĞŶŐŝŶĞĞƌĞĚĨŝůůƐŽŝůǁŝƚŚϮϰΗ ĞŵďĞĚŵĞŶƚ͘dŚĞĂůůŽǁĂďůĞďĞĂƌŝŶŐŶŽƚĞĚĂďŽǀĞŵĂǇďĞŝŶĐƌĞĂƐĞĚďǇϭͬϯƌĚĨŽƌƐŚŽƌƚ ƚĞƌŵůŽĂĚŝŶŐ;ƐĞŝƐŵŝĐĂŶĚǁŝŶĚůŽĂĚĐĂƐĞƐͿ͘ĞƉƚŚŽĨŵĂƚĂƐƌĞƋƵŝƌĞĚ͘'ĞŽƚĞĐŚ ƌĞĐŽŵŵĞŶĚĂƚƚŚĂƚĞŶŐŝŶĞĞƌĞĚĨŝůůƐŚŽƵůĚĞǆƚĞŶĚϯĨƚďĞǇŽŶĚƚŚĞƐƚƌƵĐƚƵƌĞƉĂĚĨŽŽƚƉƌŝŶƚ͕ ĂŶĚďĞŵŽŝƐƚƵƌĞĐŽŶĚŝƚŝŽŶƐƚŽϰйĂďŽǀĞŽƉƚŝŵƵŵǁŝƚŚϭϬϬƉƐŝƐƵďŐƌĂĚĞ͘ ůůŽǁĂďůĞƐŽŝůďĞĂƌŝŶŐƉƌĞƐƐƵƌĞƐŚĂůůďĞϯϬϬϬƉƐĨ;н>ͿŽŶƉƌŽƉĞƌůǇĐŽŵƉĂĐƚĞĚŶĂƚŝǀĞŽƌ ĞŶŐŝŶĞĞƌĞĚĨŝůůƐŽŝůǁŝƚŚϮϰΗĞŵďĞĚŵĞŶƚďĞůŽǁůŽǁĞƐƚĂĚũĂĐĞŶƚƉĂĚŐƌĂĚĞ͘dŚĞĂůůŽǁĂďůĞ ďĞĂƌŝŶŐŶŽƚĞĚĂďŽǀĞŵĂǇďĞŝŶĐƌĞĂƐĞĚďǇϭͬϯƌĚĨŽƌƐŚŽƌƚƚĞƌŵůŽĂĚŝŶŐ;ƐĞŝƐŵŝĐĂŶĚǁŝŶĚ ůŽĂĚĐĂƐĞƐͿ͘ŽŶƚŝŶƵŽƵƐĨŽŽƚŝŶŐϭϮΗŵŝŶǁŝĚƚŚ͕ŝƐŽůĂƚĞĚĨŽŽƚŝŶŐϭϴΗŵŝŶǁŝĚƚŚ ^ĂŶ:ŽƐĞ͕ϵϱϭϭϵ
ůůŽǁĂďůĞĞĂƌŝŶŐĨŽƌƐƉƌĞĂĚ
ĨŽŽƚŝŶŐƐ

E'
K
ŵĂǆŽĨϭϮϱϬƉƐĨ
ĚĞƐŝŐŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶŽĨƚŚĞĨŝƌĞƐƚĂƚŝŽŶηϭϲŝŶƐĂŶĐĂƌůŽƐĐĂůŝĨŽƌŶŝĂ ϲϯϵϵ^ĂŶ/ŐĂŶĐŝŽǀĞ
ϰͬϭϴͬϮϬϮϭϱ͗ϯϯD ϮŽĨϭϭ

Page 15 of 166 ends

Packet Pg. 1431 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ĐĂŶƚŝůĞǀĞƌƌĞƚǁĂůůƐ;ĂƚƌĞƐƚͿ
ƌĞƐƚƌĂŝŶĞĚƌĞƚǁĂůůƐ;ĂĐƚŝǀĞͿ
ĞĂƌƚŚƋƵĂŬĞůŽĂĚ ŶŽǁĂůůŐƌĞĂƚĞƌƚŚĂŶϲĨƚƚŚĞƌĞĨŽƌĞŶŽƚƌĞƋƵŝƌĞĚ͘ ůŝǀĞůŽĂĚƐƵƌĐŚĂƌŐĞ ϭϬϬƉƐĨ
ǁĂůůďĂĐŬĨŝůů
ƐƐƵŵĞĚƐƵƌĐŚĂƌŐĞƐ ŶŽŶͲƚƌƵĐŬǀĞŚŝĐůĞƐ ϱϬƉƐĨ
ĨŝƌĞůĂŶĞ ϮϱϬƉƐĨ
ĂĚũĂĐĞŶƚĨŽƵŶĚĂƚŝŽŶƐ Ϭ͘ϯϱǆǀĞƌƚŝĐĂůůŽĂĚŵŝŶ
ĐůĂƐƐƉĞƌŐĞŽƚĞĐŚ
&ƌĞĞǌĞͬdŚĂǁWŽƚĞŶƚŝĂů͗ EK
^ƵůĨĂƚĞƐ͗ ƐϬ
ZĞŝŶĨŽƌĐĞĚŽŶĐƌĞƚĞƐƐƵŵƉƚŝŽŶƐ
ĨΖĐ tͬ ^>hDW dǇƉĞ
^WZ
&KKd/E' ϯϬϬϬ ƉƐŝ Ϭ͘ϰϱ ϰΗDy
^>KE'Z
ϯϬϬϬ ƉƐŝ Ϭ͘ϰϱ ϰΗDy
Z
d/E/E't>>^ ϰϬϬϬ ƉƐŝ Ϭ͘ϰϱ ϰΗDy ,/',
Z^dZ
E'd,сtd
Zd/',d
ƌĞƐƚƌĂŝŶĞĚǁĂůůǁŝƚŚĂĚĞƋƵĂƚĞĚƌĂŝŶĂŐĞƚŽƌĞƐŝƐƚĂŶĞƋǀĨůƵŝĚƉƌĞƐƐƵƌĞŽĨϱϬƉĐĨ нϭͬϮĂŶǇƐƵƌĐŚĂƌŐĞůŽĂĚƐ͘tŚĞƌĞĚƌĂŝŶĂŐĞŝƐŶŽƚƉƌŽǀŝĚĞĚĂĚĚŝƚŝŽŶĂůĞƋǀĨůƵŝĚ ƉƌĞƐƐƵƌĞŽĨϰϬƉĐĨƐŚŽƵůĚďĞĂĚĚĞĚƚŽĂĐƚŝǀĞǁĂůůƉƌĞƐƐƵƌĞŶŽƚĞĚĂďŽǀĞĨŽƌƚŽƚĂů ĞƋǀĨůƵŝĚƉƌĞƐƐƵƌĞŽĨϵϬƉĐĨнϭͬϮĂŶǇƐƵƌĐŚĂƌŐĞůŽĂĚƐ͘ ƐůĂďŽŶŐƌĂĚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶ
ĨƌŽŵ'ĞŽƚĞĐŚƌĞƉŽƌƚ
ŶŽƚĂƉƉůŝĐĂďůĞƐƵůĨĂƚĞĞǆƉŽƐƵƌĞ͕ƵƐĞϮϱϬϬƉƐŝĐŽŶĐƌĞƚĞŵŝŶ͕ƵƐĞƚǇƉĞ//ĐĞŵĞŶƚŵŝŶǁŝƚŚ ǁͬĐŽĨϱϬй
ƐƐƵŵĞĚƚŽďĞŐƌĂŶƵůĂƌĐŽĂƌƐĞŐƌĂŝŶĞĚŶŽŶͲĐŽŚĞƐŝǀĞŵĂƚĞƌŝĂů;ƐĂŶĚ͕ƐŝůƚǇƐĂŶĚ͕ƐĂŶĚǁŝƚŚ ŐƌĂǀĞůͿƉƌŽǀŝĚĞĂĚĞƋƵĂƚĞĚƌĂŝŶĂŐĞďĞŚŝŶĚƚŚĞǁĂůů;ůĂƚĞƌĂůĚƌĂŝŶƐ͕ǁĞĞƉŚŽůĞƐ͕ďůĂŶŬĞƚ ĚƌĂŝŶŝŶŐͿ͘ĂĐŬĨŝůůƐŚĂůůŶŽƚďĞƉůĂĐĞĚĂŐĂŝŶƐƚƚŚĞǁĂůůƵŶƚŝůƚŚĞǁĂůůŚĂƐĚĞǀĞůŽƉĞĚŝƚƐ ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽƌŚĂƐďĞĞŶƐƵĨĨŝĐŝĞŶƚůǇďƌĂĐĞĚƚŽƉƌĞǀĞŶƚĚĂŵĂŐĞĨƌŽŵƚŚĞďĂĐŬĨŝůůǁŚĞŶ ƌĞƚĂŝŶĞĚƐŽŝůŝƐŐƌĞĂƚĞƌƚŚĂŶϰĨĞĞƚ͘
ƵŶƌĞƐƚƌĂŝŶĞĚǁĂůůƐǁŝƚŚĂĚĞƋƵĂƚĞĚƌĂŝŶĂŐĞƚŽƌĞƐŝƐƚĞƋǀĨůƵŝĚƉƌĞƐƐƵƌĞŽĨϰϬƉĐĨ нϭͬϯƌĚĂŶǇƐƵƌĐŚĂƌŐĞůŽĂĚƐ͘tŚĞƌĞĚƌĂŝŶĂŐĞŝƐŶŽƚƉƌŽǀŝĚĞĚĂĚĚŝƚŝŽŶĂůĞƋǀ ĨůƵŝĚƉƌĞƐƐƵƌĞŽĨϰϬƉĐĨƐŚŽƵůĚďĞĂĚĚĞĚƚŽĂƚƌĞƐƚǁĂůůƉƌĞƐƐƵƌĞŶŽƚĞĚĨŽƌƚŽƚĂů ĞƋǀĨůƵŝĚƉƌĞƐƐƵƌĞŽĨϴϬƉĐĨнϭͬϯƐƵƌĐŚĂƌŐĞ͘
ϰͬϭϴͬϮϬϮϭϱ͗ϯϯD ϯŽĨϭϭ

Page 16 of 166 ends

Packet Pg. 1432 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ Kd,
ZKEZ
d
ϯϬϬϬ ƉƐŝ Ϭ͘ϱϬ
ƌĞďĂƌ ^dDϲϭϱŐƌĂĚĞϲϬ ;ƚǇƉŝĐĂůƵŶŽͿ
^dDϳϬϲŐƌĂĚĞϲϬ ;ŵŽŵĞŶƚĨƌĂŵĞ͕ƐŚĞĂƌǁĂůůďŽƵŶĚĂƌǇ͕ǁĞůĚĞĚďĂƌ ^dDϭϴϱ ;ǁĞůĚĞĚǁŝƌĞĨĂďƌŝĐͿ
ǁĞůĚŝŶŐƌĞďĂƌĂůůŽǁĞĚ EK
DĂƐŽŶƌǇƐƐƵŵƉƚŝŽŶƐ
ĨΖŵ ϮϬϬϬƉƐŝ
ŵĂƐŽŶƌǇƵŶŝƚƐ ŵĞĚŝƵŵǁĞŝŐŚƚ͕^dDϵϬ͕ϮϬϬϬƉƐŝ
ŵŽƌƚĂƌ dǇƉĞ^ĐŽŶĨŽƌŵŝŶŐƚŽ^dDϮϳϬ
'ƌŽƵƚ ŽŶĨŽƌŵŝŶŐƚŽ^dDϰϳϲ
ZĞďĂƌ ^dDϲϭϱŐƌĂĚĞϲϬ ;ƚǇƉŝĐĂůƵŶŽͿ
^ƚƌƵĐƚƵƌĂů^ƚĞĞůƐƐƵŵƉƚŝŽŶƐ
ĨǇ ĨƵ
tƐŚĂƉĞƐ ^dDϵϵϮ ϱϬ ϲϱ ŐƌĂĚĞϱϬ
DƐŚĂƉĞƐ͕^ƐŚĂƉĞƐ ^dDϯϲ ϯϲ ϱϴ
ŚĂŶŶĞůƐ ^dDϯϲ ϯϲ ϱϴ
,W ^dDϱϳϮ ϱϬ ϲϱ
ŶŐůĞƐ ^dDϯϲ ϯϲ ϱϴ
ZĞĐƚĂŶŐƵůĂƌ,^^ ^dDϱϬϬ'ƌĂĚĞ ϰϲ ϱϴ
ZŽƵŶĚ,^^ ^dDϱϬϬ'ƌĂĚĞ ϰϲ ϲϮ
^ƚĞĞůWŝƉĞ ^dDϱϯ'ƌĂĚĞ ϯϱ ϲϬ
WůĂƚĞƐ ^dDϯϲ ϯϲ ϱϴ ϴΗƚŚŝĐŬŽƌůĞƐƐ
^dDϱϳϮŐƌĂĚĞϱϬ ϱϬ ϲϱ ϰΗƚŚŝĐŬŽĨůĞƐƐ͕
ŽůƚƐ 'ƌĂĚĞϯϮϱ ϭϮϬ ϭͬϮΗĚŝĂƚŽϭϭͬϮΗĚŝĂ
'ƌĂĚĞϰϵϬ ϭϱϬ ϭͬϮΗĚŝĂƚŽϭϭͬϮΗĚŝĂ
'ƌĂĚĞ&ϭϴϱϮ ϭϮϬ ƚǁŝƐƚŽĨĨdďŽůƚƐ
'ƌĂĚĞ&ϮϮϴϬ ϭϱϬ ƚǁŝƐƚŽĨĨdďŽůƚƐ
dŚƌĞĂĚĞĚZŽĚƐ ^dDϯϲ ϯϲ ϱϴ ϭͬϰΗĚŝĂƚŽϰΗĚŝĂ
ŶĐŚŽƌŽůƚƐ ϭϱϱϰͲϯϲ ϯϲ ϱϴϳ ϭͬϰΗĚŝĂƚŽϰΗĚŝĂ
ϭϱϱϰͲϱϱ ϱϱ ϳϱ ϭͬϰΗĚŝĂƚŽϰΗĚŝĂ
ϭϱϱϰͲϭϭϱ ϭϭϱ ϭϮϱ ϭͬϰΗĚŝĂƚŽϯΗĚŝĂ
ŚĞĂĚĞĚƐŚĞĂƌĐŽŶŶĞĐƚŽƌƐ ^dDϭϬϴ ϱϬ ϲϱ t^ϭ͘ϭĐůĂƵƐĞϳ ^dD&ϯϭϮϱ
ϰͬϭϴͬϮϬϮϭϱ͗ϯϯD ϰŽĨϭϭ

Page 17 of 166 ends

Packet Pg. 1433 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ϰͬϭϴͬϮϬϮϭϱ͗ϯϯD ϲŽĨϭϭ

Page 18 of 166 ends

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Page 69 of 166 ends

Packet Pg. 1485 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 70 of 166 ends

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Page 71 of 166 ends

Packet Pg. 1487 Att
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Diesel
D Kohler Co. provides one-source responsibility for the generating system and accessories.

D The generator set and its components are
prototype-tested, factory-built, and production-tested.

D The 60 Hz generator set offers a UL 2200 listing.

D The generator set accepts rated load in one step.

D The 60 Hz generator set meets NFPA 110, Level 1,
when equipped with the necessary accessories and
installed per NFPA standards.

D A one-year limited warranty covers all generator set
systems and components. Two- and five-year
extended limited warranties are also available.

D Alternator features:
d The unique Fast-Responser X excitation system
delivers excellent voltage response and short-circuit
capability using a rare-earth, permanent magnet
(PM)-excited alternator.
d The brushless, rotating-field alternator has
broadrange reconnectability.

D Other features:
d Kohler designed controllers for one-source system
integration and remote communication. See
Controllers on page 3.
d The low coolant level shutdown prevents
overheating.
d Integral vibration isolation eliminates the need for
under-unit vibration spring isolators.
d Mount up to two circuit breakers to allow circuit
protection of selected priority loads.

Model: 125REOZJG
Standard Features
Ratings Range
60 Hz
Standby: kW 91- 128
kVA 91- 160
Prime: kW 84- 116
kVA 84- 145
Tier 3 EPA-Certified for
Stationary Emergency
Applications
G5-361 (125REOZJG) 6/19l
Generator Set Ratings
130_C Rise
Standby Rating
105_C Rise
Prime Rating
Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps
4R12X
120/208 3 60 124/155 430 114/143 396
127/220 3 60 125/156 410 114/143 374
120/240 3 60 124/155 373 114/143 343
120/240 1 60 91/91 379 84/84 350
139/240 3 60 125/156 376 114/143 343
220/380 3 60 112/140 213 104/138 198
277/480 3 60 125/156 188 114/143 171
347/600 3 60 125/156 150 114/143 137
4R13X
120/208 3 60 128/160 444 116/145 402
127/220 3 60 128/160 420 116/145 381
120/240 3 60 128/160 385 116/145 349
120/240 1 60 107/107 446 99/99 413
139/240 3 60 128/160 385 116/145 349
220/380 3 60 124/155 235 116/145 220
277/480 3 60 128/160 192 116/145 174
347/600 3 60 127/158 153 114/142 137
4T13X 120/240 1 60 125/125 521 114/114 475
RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. Standby Ratings: The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Prime Power Ratings: At varying load, the number of generator set operating hours is unlimited. A 10% overload capacity is available for one hour in twelve.

Ratings are in accordance with ISO-8528-1 and ISO-3046-1. For limited running time and continuous ratings, consult the factory. Obtain technical information bulletin (TIB-101) for ratings guidelines, complete ratings definitions, and site condition derates. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever.

Page 72 of 166 ends

125REOZJG
STRUCTURAL: REFER TO DETAIL
15/E-202

7.j.2
Packet Pg. 1488 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G5-361 (125REOZJG) 6/19l
Alternator Specifications
Specifications Alternator
Manufacturer Kohler
Type 4-Pole, Rotating-Field
Exciter type Brushless, Rare-Earth
Permanent-Magnet
Leads: quantity, type
4RX 12, Reconnectable
4TX 4, 120/240 V
Voltage regulator Solid State, Volts/Hz
Insulation: NEMA MG1
Material Class H
Temperature rise 130_C, Standby
Bearing: quantity, type 1, Sealed
Coupling Flexible Disc
Amortisseur windings Full
Voltage regulation, no-load to full-load Controller Dependent One-step load acceptance 100% of Rating
Unbalanced load capability 100% of Rated
Standby Current
Peak motor starting kVA: (35% dip for voltages below)
480 V 4R12X (12 lead) 448
480 V 4R13X (12 lead) 540
240 V 4T13X (4 lead) 440
D NEMA MG1, IEEE, and ANSI standards compliance for
temperature rise and motor starting.

D Sustained short-circuit current of up to 300% of the rated current for up to 10 seconds.

D Sustained short-circuit current enabling downstream circuit breakers to trip without collapsing the alternator field.

D Self-ventilated and dripproof construction.

D Windings are vacuum-impregnated with epoxy varnish for dependability and long life.

D Superior voltage waveform from a two-thirds pitch stator and skewed rotor.

Application Data
Engine
Engine Specifications
Manufacturer John Deere
Engine model 4045HF285K
Engine type 4-Cycle, Turbocharged,
Charge Air-Cooled
Cylinder arrangement 4 Inline
Displacement, L (cu. in.) 4.5 (276)
Bore and stroke, mm (in.) 106 x 127 (4.19 x 5.00)
Compression ratio 19.0:1
Piston speed, m/min. (ft./min.) 457 (1500)
Main bearings: quantity, type 5, Replaceable Insert
Rated rpm 1800
Max. power at rated rpm, kWm (BHP) 147 (197)
Cylinder head material Cast Iron
Crankshaft material Forged Steel
Valve material:

Intake Chromium-Silicon Steel
Exhaust Stainless Steel
Governor: type, make/model JDEC Electronic L16
Denso HP3
Frequency regulation, no-load to full-load Isochronous
Frequency regulation, steady state r0.25%
Frequency Fixed
Air cleaner type, all models Dry
Exhaust
Exhaust System
Exhaust manifold type Dry
Exhaust flow at rated kW, m3/min. (cfm) 27.0 (953)
Exhaust temperature at rated kW, dry
exhaust, _C(_F) 580 (1076)
Maximum allowable back pressure,
kPa (in. Hg) 7.5 (2.2)
Exhaust outlet size at engine hookup,
mm (in.) 98 (3.86)
Engine Electrical
Engine Electrical System
Battery charging alternator: 12 Volt
Ground (negative/positive) Negative
Volts (DC) 12
Ampere rating 65
Starter motor rated voltage (DC) 12
Battery, recommended cold cranking
amps (CCA):

Quantity, CCA rating each One, 800
Battery voltage (DC) 12
Fuel
Fuel System
Fuel supply line, min. ID, mm (in.) 11.0 (0.44)
Fuel return line, min. ID, mm (in.) 6.0 (0.25)
Max. lift, fuel pump: type, m (ft.) Mechanical, 1.8 (6.0) Max. fuel flow, Lph (gph) 90.0 (23.8)
Max. return line restriction, kPa (in. Hg) 20 (5.9)
Fuel prime pump Manual
Fuel filter
Primary 30 Microns
Secondary 2 Microns @ 98% Efficiency
Water Separator Yes
Recommended fuel #2 Diesel
Lubrication
Lubricating System
Type Full Pressure
Oil pan capacity, L (qt.) w 13.0 (13.7)
Oil pan capacity with filter, L (qt.) w 13.9 (14.7)
Oil filter: quantity, type w 1, Cartridge
Oil cooler Water-Cooled
w Kohler recommends the use of Kohler Genuine oil and filters.

Page 73 of 166 ends

Packet Pg. 1489 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G5-361 (125REOZJG) 6/19l
Application Data
Cooling
Radiator System
Ambient temperature, _C(_F) * 50 (122)
Engine jacket water capacity, L (gal.) 8.5 (2.25)
Radiator system capacity, including
engine, L (gal.) 19.2 (5.1)
Engine jacket water flow, Lpm (gpm) 180 (48)
Heat rejected to cooling water at rated
kW, dry exhaust, kW (Btu/min.) 72 (4098)
Heat rejected to air charge cooler at
rated kW, dry exhaust, kW (Btu/min.) 26.5 (1508)
Water pump type Centrifugal
Fan diameter, including blades, mm (in.) 660 (26)
Fan, kWm (HP) 7.7 (10.3)
Max. restriction of cooling air, intake and
discharge side of radiator, kPa (in. H2O) 0.125 (0.5)
* Enclosure with enclosed silencer reduces ambient
temperature capability by 5qC (9qF).

Snow package enclosure with enclosed silencer reduces ambient temperature capability by 10qC (18qF).

Operation Requirements
Air Requirements
Radiator-cooled cooling air,
m3/min. (scfm)] 226.5 (8000)
Combustion air, m3/min. (cfm) 9.65 (341)
Heat rejected to ambient air:

Engine, kW (Btu/min.) 30.4 (1730)
Alternator, kW (Btu/min.) 13.5 (770)
] Air density = 1.20 kg/m3 (0.075 lbm/ft3)
Fuel Consumption
Diesel, Lph (gph) at % load Standby Rating
100% 37.4 (9.9)
75% 29.0 (7.6)
50% 21.1 (5.6)
25% 11.4 (3.0)
Diesel, Lph (gph) at % load Prime Rating
100% 34.8 (9.2)
75% 26.9 (7.1)
50% 19.5 (5.1)
25% 10.6 (2.8)
Controllers
APM402 Controller
Provides advanced control, system monitoring, and system diagnostics for optimum performance and compatibility.

D Digital display and menu control provide easy local data access D Measurements are selectable in metric or English units D Remote communication thru a PC via network or
serial configuration
D Controller supports Modbusr protocol
D Integrated hybrid voltage regulator with r0.5% regulation D Built-in alternator thermal overload protection
D NFPA 110 Level 1 capability
Refer to G6-161 for additional controller features and accessories.

APM603 Controller
Provides advanced control, system monitoring, and system diagnostics for optimum performance and compatibility.

D Graphic display with touch screen and menu control provides easy local data access
D Measurements are selectable in metric or English units D Paralleling capability with first-on logic, synchronizer, kW and kVAR load sharing, and protective relays
Note: Parallel with other APM603 controllers only
D Generator management to turn paralleled generators off and on as required by load demand
D Load management to connect and disconnect loads as required D Controller supports Modbusr RTU, Modbusr TCP, SNMP
and BACNetr
D Integrated voltage regulator with r0.25% regulation
D Built-in alternator thermal overload protection
D UL-listed overcurrent protective device
D NFPA 110 Level 1 capability
Refer to G6-162 for additional controller features and accessories.

Decision-Makerr 6000 Paralleling Controller
Provides advanced control, system monitoring, and system diagnostics with remote monitoring capabilities for paralleling multiple generator sets.

D Paralleling capability with first-on logic, synchronizer, kW and kVAR load sharing, and protective relays
Note: Parallel with other Decision-Makerr 6000 controllers only D Digital display and keypad provide easy local data access D Measurements are selectable in metric or English units D Remote communication thru a PC via network or
modem configuration
D Controller supports Modbusr protocol
D Integrated voltage regulator with r0.25% regulation
D Built-in alternator thermal overload protection
D NFPA 110 Level 1 capability
Refer to G6-107 for additional controller features and accessories.

Modbusr is a registered trademark of Schneider Electric.

Page 74 of 166 ends

Packet Pg. 1490 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Overall Size, L x W x H, mm (in.): 2700 x 1120 x 1527
(106.3 x 44.1 x 60.1)
Weight (radiator model), wet, kg (lb.): 1270 (2800)
¤ 2012, 2018, 2019 by Kohler Co. All rights reserved.

DISTRIBUTED BY:

Dimensions and Weights
NOTE: This drawing is provided for reference only and should not be used for planning installation. Contact your local distributor for more detailed information.

H
WL
G5-361 (125REOZJG) 6/19l
Standard Features
D Alternator Protection
D Battery Rack and Cables
D Customer Connection
(standard with Decision-Makerr 6000 controller only)
D Local Emergency Stop Switch
D Oil Drain Extension
D Operation and Installation Literature
Available Options
Circuit Breakers
Type Rating
- Magnetic Trip - 80%
- Thermal Magnetic Trip - 100%
- Electronic Trip (LI) Operation
- Electronic Trip with
Short Time (LSI)
- Manual
- Electrically Operated (for paralleling)
- Electronic Trip with
Ground Fault (LSIG)
Circuit Breaker Mounting
- Generator Mounted
- Remote Mounted
- Bus Bar (for remote mounted breakers)
Enclosures for Remote Mounted Circuit Breakers
- NEMA 1
- NEMA 3R
Approvals and Listings
- California OSHPD Approval
- CSA Certified
- IBC Seismic Certification
- UL 2200 Listing
- Hurricane Rated Enclosure
Enclosed Unit
- Snow Enclosure (sound enclosure with enclosed critical silencer, intake hood, and electrical package)
- Sound Enclosure (with enclosed critical silencer)
- Weather Enclosure (with enclosed critical silencer)
Open Unit
- Exhaust Silencer, Critical (kit: PA-354809)
- Flexible Exhaust Connector, Stainless Steel
Fuel System
- Flexible Fuel Lines
- Fuel Pressure Gauge
- Subbase Fuel Tanks
Controller
- Common Failure Relay
(Decision-Makerr 6000 and APM603 controllers only)
- Decision-Makerr Paralleling System (DPS)
(Decision-Makerr 6000 controller only)
- Dry Contact (isolated alarm)
(Decision-Makerr 6000 controller only)
- Two Input/Five Output Module (APM402 controller only) - Four Input/Fifteen Output Module (APM603 controller only) - Lockable Emergency Stop Switch
- Remote Emergency Stop Switch
- Remote Serial Annunciator Panel
- Run Relay (standard with APM603, optional with others) - Manual Key Switch (APM603 controller only)
- Manual Speed Adjust (APM402 controller only)
Cooling System
- Block Heater, 1500 W, 90- 120 V, 1 Ph
Required for ambient temperature below 0qC (32qF)
- Radiator Duct Flange
Electrical System
- Generator Heater
- Battery
- Battery Charger, Equalize/Float Type
- Battery Heater
Miscellaneous
- Air Cleaner, Heavy Duty
- Air Cleaner Restriction Indicator
- Certified Test Report
- Crankcase Emissions Canister
- Engine Fluids Added
- Rated Power Factor Testing
- Rodent Guards
Literature
- General Maintenance
- NFPA 110
- Overhaul
- Production
Warranty
- 2-Year Basic Limited Warranty
- 5-Year Basic Limited Warranty
- 5-Year Comprehensive Limited Warranty
KOHLER CO., Kohler, Wisconsin 53044 USA
Phone 920-457-4441, Fax 920-459-1646
For the nearest sales and service outlet in the
US and Canada, phone 1-800-544-2444
KOHLERPower.com

Page 75 of 166 ends

Packet Pg. 1491 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Weather/Sound Enclosure and
Subbase Fuel Tank Package
Industrial Generator Set Accessories
Applicable to the following:
40REOZJC
50/60REOZJD
80/100/150/200REOZJF
125/180REOZJG
230- 275REOZJE
300REOZJ
Weather Enclosure Standard Features
D Internal-mounted silencer and flexible exhaust
connector.

D Lift base or tank-mounted, steel construction with
hinged doors.

D Fade-, scratch-, and corrosion-resistant Kohlerr
Power Armort automotive-grade textured finish.

D Enclosure has four access doors which allow for easy
maintenance.

D Lockable, flush-mounted door latches.

D Vertical air inlet and outlet discharge to redirect air and reduce noise.

D Weather enclosure is designed to150 mph (241 kph)
wind load rating.

Sound Enclosure Standard Features
D Includes all of the weather enclosure features with the addition of acoustic insulation material.

D Lift base or tank-mounted, steel or aluminum
construction with hinged doors. Aluminum enclosures
are recommended for high humidity and/or high salt/
coastal regions.

D Acoustic insulation that meets UL 94 HF1 flammability classification and repels moisture absorption.

D Sound-attenuated enclosure that uses up to 51 mm
(2 in.) of acoustic insulation.

D Steel sound enclosure is designed to150 mph (241
kph) wind load rating.

D Aluminum sound enclosure is certified to 186 mph (299 kph) wind load rating for 80- 150REOZJ models.

D Aluminum sound enclosure is certified to 181 mph (291 kph) wind load rating for 180- 300REOZJ models.

Subbase Fuel Tank Features
D The fuel tank has a Power Armor Plust textured
epoxy-based rubberized coating.

D The above-ground rectangular secondary containment
tank mounts directly to the generator set, below the
generator set skid (subbase).

D Both the inner and outer tanks have emergency relief
vents.

D Flexible fuel lines are provided with subbase fuel tank selection.

D The secondary containment generator set base tank
meets UL 142 tank requirements. The inner (primary)
tank is sealed inside the outer (secondary) tank. The
outer tank contains the fuel if the inner tank leaks or ruptures.

D State tanks with varying capacities are an available
option. Florida Dept. of Environmental Protection
(FDEP) File No. EQ-634 approved.

Enclosure with Standard Subbase Fuel Tank
Enclosure with State Code Subbase Fuel Tank
Available Approvals and Listings
- UL 2200 Listing
- CSA Certified
- IBC Seismic Certification *
- California OSHPD Approval *
- cUL Listing (fuel tanks only)
- Hurricane Rated Enclosure - Available on sound
aluminum 180- 300kW models.
(Impact rated for Large Missile Level E and Wind
load rated per Florida Building Code tested to
TAS201- 94, TAS202- 94 and TAS203- 94
standards)
NOTE: Some models may have limited third-party approvals; see your local distributor for details.
* Requires a state code subbase fuel tank selection.

G6-99 1/19ah Page 1

Page 76 of 166 ends

Enclosure with State Code Subbase Fuel Tank

7.j.2
Packet Pg. 1492 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G6-99 1/19ah Page 2
Weather and Sound Enclosure
ADV-7429-
Hinged doors
for ease of
servicing
Lockable, flushmounted door latches
prevent tampering
Fixed air
flow inlet
grille
Rodent guards and
skid end caps
prevent animal entry
Oil drain
and radiator
drains
Fade-, scratch-, and
corrosion- resistant
Power Armort finish
Vertical air
discharge through
an air outlet grille
Enclosed exhaust silencer
for improved safety and
noise reduction
Acoustic insulation
meeting UL 94 HF1
flammability classification
Alternator
access
panel
Note: 40REOZJC model shown, other models are similar. Refer to the respective ADV drawings for details.

Enclosure Features
D Available in steel (14 gauge) formed panel, solid
construction. Preassembled package offering corrosion
resistant, dent resilient structure mounting directly to lift base or fuel tank.

D Power Armort automotive-grade finish resulting in advanced corrosion and abrasion protection as well as enhanced edge coverage and color retention.

D Internal exhaust silencer offering maximum component life and operator safety.

NOTE: Installing an additional length of exhaust tail pipe may increase backpressure levels. Please refer to the generator set spec sheet for the maximum backpressure value.

D Interchangeable modular panel construction. Allows
complete serviceability or replacement without
compromising enclosure design.

D Cooling/combustion air intake with a horizontal air inlet.

Sized for maximum cooling airflow.

D Service access. Multi-personnel doors for easy access to generator set control and servicing of the fuel fill, fuel gauge, oil fill, and battery.

D Cooling air discharge. Weather protective design featuring a vertical air discharge outlet grille. Redirects cooling air up and above enclosure to reduce ambient noise.

Additional Sound Enclosure Features
D Available in steel (14 gauge) or aluminum 3.2 mm (0.125 in.) formed panel, solid construction.

D Sound-attenuated design. Acoustic insulation UL 94 HF1 listed for flame resistance offering up to 51 mm (2 in.) mechanically restrained acoustic insulation.

D Cooling air discharge. The sound enclosures include
acoustic insulation with urethane film.

D Snow package enclosure is designed to meet NFPA 110
requirement to - 20_C (- 4_F).

Page 77 of 166 ends

Packet Pg. 1493 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G6-99 1/19ah Page 3
Subbase Fuel Tank
ADV-7430-
Low
fuel level
switch
Additional fitting
for optional
accessory
Basin
drain
Emergency outer
tank relief vent
Removable fuel
return diptube
Removable
engine supply
diptube
Fuel level
gauge
Fuel fill with
lockable cap and
203 mm (8 in.) riser
Normal
vent
Electrical
stub-up area
open to bottom
Fuel leak
detection switch
Emergency
inner tank
relief vent
Note: 40REOZJC model shown, other models are similar. Refer to the respective ADV drawings for details.

Power Armor Plust coating
for advanced corrosion and
abrasion protection
Standard Subbase Fuel Tank Features
D Extended operation. Usable tank capacity offers full load standby operation of up to 96 hours on select models.

D Power Armor Plust textured epoxy-based rubberized
coating that creates an ultra-thick barrier between the tank and harsh environmental conditions like humidity, saltwater, and extreme temperatures, and provides advanced corrosion and abrasion protection.

D UL listed. Secondary containment generator set base tank meeting UL 142 requirements.

D NFPA compliant. Designed to comply with the installation standards of NFPA 30 and NFPA 37.

D Integral external lift lugs. Enables crane with spreader-bar lifting of the complete package (empty tank, mounted
generator set, and enclosure) to ensure safety.

D Emergency pressure relief vents. Vents ensure adequate venting of the inner and outer tank under extreme pressure and/or emergency conditions.

D Normal vent with cap. Vent is raised above lockable fuel fill.

D Low fuel level switch. Annunciates a 50% low fuel level condition at generator set control.

D Leak detection switch. Annunciates a contained primary tank fuel leak condition at generator set control.

D Electrical stub-up.

NOTE: For IBC Seismic Certification and/or California OSHPD Approval, see State Code Subbase Fuel Tank.

Page 78 of 166 ends

Packet Pg. 1494 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G6-99 1/19ah Page 4
State Code Subbase Fuel Tank
ADV-7594-B
Low
fuel level
switch
Additional fitting
for optional
accessory
Basin
drain
Emergency outer
tank relief vent
Removable
fuel return
diptube
Removable
engine supply
diptube
Fuel level
gauge
Fuel fill with
lockable cap and
51 mm (2 in.) riser
Normal
vent
Electrical
stub-up area
open to bottom
Fuel leak
detection
switch
Emergency
inner tank
relief vent
Note: 40REOZJC model shown, other models are similar. Refer to the respective ADV drawings for details.

Additional fitting
for optional
accessory
Top fluid
containment
drain
Power Armor Plust coating
for advanced corrosion and
abrasion protection
State Code Subbase Fuel Tank Features
D State tank designed to comply with the installation standards of the Florida Dept. of Environmental Protection (FDEP) File No. EQ-634.

D Includes all of the Standard Subbase Fuel Tank Features.

State Code Subbase Fuel Tank Options
Bottom Clearance
- I-beams, provides 106 mm (4.2 in.) of ground clearance Fuel in Basin Options
- Fuel in basin switch, Florida Dept. of Environmental
Protection (FDEP) File No. EQ-682 approved
Fuel Fill Options
- Fill pipe extension to within 152 mm (6 in.) of bottom of fuel tank.
- 18.9 L (5 gallon) spill containment with 95% shutoff
- 18.9 L (5 gallon) spill containment
- 18.9 L (5 gallon) spill containment fill to within 152 mm (6 in.) of bottom of fuel tank
- 28.4 L (7.5 gallon) spill containment, Florida Dept. of Environmental Protection (FDEP) File No. EQ-882 approved - 28.4 L (7.5 gallon) spill containment with 95% shutoff, Florida Dept. of Environmental Protection (FDEP) File No.

EQ- 882/ EQ-883 approved
Fuel Supply Options
- Fire safety valve (installed on fuel supply line)
- Ball valve (installed on fuel supply line)
High Fuel Level Switch
- High fuel level switch
- High fuel level switch, Florida Dept. of Environmental Protection (FDEP) File No. EQ-682 approved
Normal Vent Options
- 3.7 m (12 ft.) above grade (without spill containment) - 3.7 m (12 ft.) above grade (with spill containment)
Tank Marking Options
- Decal, Combustible Liquids - Keep Fire Away (qty. 2)
- Decal, NFPA 704 identification (qty. 2)
- Decal, tank number and safe fuel fill height (qty. 2) - Decal, tank number and safe fuel fill height, NFPA 704 identification
Fluid Containment Options
- 100% engine fluid containment
Third-Party Approvals
- IBC Seismic Certification
- California OSPHD Approval

Page 79 of 166 ends

Packet Pg. 1495 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.

Page 80 of 166 ends

(133.9) (45.5) (96.1) (30)
4 (173.8) (173.8) (105.6) (33)
(173.8) (595) (105.6) (33)
(595)

7.j.2
Packet Pg. 1496 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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7 Packet Pg

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7 Packet Pg

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7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 85 of 166 ends

STRUCTURAL:THERE ARE FOUR SECTION THE FOURTH SECTION ISSHOWN ON PAGES 5&6.

MSB SWITCHGEAR:REFER TO DETAIL 16 AND17 ON SHEET E-202. ALSOREFER TO DETAIL 14 FORPG&E REQUIREMENTS FORCONCRETE PAD.PANELBOARD: ALLPANELBOARD ARESURFACE. REFER TODETAIL 12 ON SHEET E-202

7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 86 of 166 ends

7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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Only 1 (3) Pole spcae left (250A or less)

7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 90 of 166 ends

7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 93 of 166 ends

LOCATED IN ELECTRICAL
ROOM 209. EAST WALL

7.j.2
Packet Pg. 1509 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 94 of 166 ends

Packet Pg. 1510 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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Packet Pg. 1511 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 96 of 166 ends

MOUNTED ADJACENT TO

PANEL FB

7.j.2
Packet Pg. 1512 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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Packet Pg. 1513 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

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Packet Pg. 1514 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 99 of 166 ends

LOCATED AT THE WEST WALL

OF APPARATUS BAY

7.j.2
Packet Pg. 1515 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 100 of 166 ends

Packet Pg. 1516 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 101 of 166 ends

Packet Pg. 1517 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 102 of 166 ends

Packet Pg. 1518 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 103 of 166 ends

7.j.2
Packet Pg. 1519 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Stockton San Jose Sacramento Modesto
3428 Brookside Rd. 111 N. Market St., #300 900 Howe Ave., #200 100 Sycamore Ave, #100 Stockton, CA 95219 San Jose, CA 95113 Sacramento, CA 95825 Modesto, CA 95354 t: 209.943.2021 t: 408.754.2021 t: 916.520.2777 t: 209.762.3580 STRUCTURAL CALCULATIONS FOR:

PROJECT LOCATION:

Job No. Sheet of
By Date Rev
CODES USED:
2019 California Building Code AISC 341-16
ACI 318-14 ASCE 07-16
AISC 360-16

TABLE OF CONTENTS
18270
FM 10/27/2020
SAN CARLOS FIRE STATION NO. 16
Retaining Walls

PLAN CHECK RESPONSE
1280 Alameda De Las Pulgas
San Carlos, CA 94070

Page 104 of 166 ends

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7.j.2
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Page 105 of 166 ends

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7.j.2
Packet Pg. 1521 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ZŝƐŬĂƚ /s
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Page 106 of 166 ends

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7.j.2
Packet Pg. 1522 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ^ƵďŐƌĂĚĞŵŽĚƵůƵƐ ϭϬϬƉƐŝ
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7.j.2
Packet Pg. 1524 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ϭϬͬϮϳͬϮϬϮϬϯ͗ϬϲWD ϱŽĨϵ

Page 109 of 166 ends

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7.j.2
Packet Pg. 1525 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ϭϬͬϮϳͬϮϬϮϬϯ͗ϬϲWD ϲŽĨϵ

Page 110 of 166 ends

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7.j.2
Packet Pg. 1526 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ^ĂŶĂƌůŽƐ&ŝƌĞ^ƚĂƚŝŽŶϭϴϮϳϬͲĞƐŝŐŶĂƐŝƐtŽƌŬƐŚĞĞƚϮϬϭϵͲsϭϴϭ͘ǆůƐ ϭϬͬϮϳͬϮϬϮϬϯ͗ϬϲWD ϵŽĨϵ

Page 111 of 166 ends

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7.j.2
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Page 116 of 166 ends

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Packet Pg. 1551 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 136 of 166 ends

original calc submittal
provide for reference
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7.j.2
Packet Pg. 1552 Att
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Page 137 of 166 ends

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7.j.2
Packet Pg. 1553 Att
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General Footing
Lic. # : KW-06000228 SIEGFRIED ENGINEERING
DESCRIPTION: 18270 footing calc
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: Footing calc.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16
General Information
Material Properties Soil Design Values

1.50 Analysis Settings
ksi 250.0
No
Allowable Soil Bearing = ksf
=

4.0 60.0
3,122.0
145.0 = 0.30
Flexure = 0.90
Shear =
M Values

0.00180

0.250
Soil Passive Resistance (for Sliding)

1.0 =
Increases based on footing plan dimension
Add Pedestal Wt for Soil Pressure : No
Use Pedestal wt for stability, mom & shear : No
Allowable pressure increase per foot of depth
= ksf
when max. length or width is greater than
= ft
:
=
Add Ftg Wt for Soil Pressure Yes
Use ftg wt for stability, moments & shears : Yes
when footing base is below ft
pcf
Increase Bearing By Footing Weight
= pcf
Min. Overturning Safety Factor
=
: 1
Increases based on footing Depth 0.750
=
Soil/Concrete Friction Coeff.

Ec : Concrete Elastic Modulus
=
= Footing base depth below soil surface ft
Allow press. increase per foot of depth ksf =
=
Min. Sliding Safety Factor = 1.0 : 1
=
Concrete Density
=
Min Allow % Temp Reinf.
f'c : Concrete 28 day strength ksi
fy : Rebar Yield ksi
Min Steel % Bending Reinf.
#
Dimensions
Width parallel to X-X Axis 5.750 ft
Length parallel to Z-Z Axis
=

12.0 ft
= Pedestal dimensions...
px : parallel to X-X Axis in
pz : parallel to Z-Z Axis in
Height =
=
in
Footing Thickness
=
= 18.0 in
Rebar Centerline to Edge of Concrete... at Bottom of footing = in 3.0 Reinforcing
#
Bars parallel to X-X Axis
Reinforcing Bar Size
=
8 Number of Bars
=

6.0 Bars parallel to Z-Z Axis
Reinforcing Bar Size = 8
Number of Bars = 3.0
Bandwidth Distribution Check (ACI 15.4.4.2)
Direction Requiring Closer Separation
Bars along X-X Axis
# Bars required within zone 64.8 %
# Bars required on each side of zone 35.2 %
Applied Loads

5.260
D Lr
ksf
LS
P : Column Load
OB : Overburden =
k
WE
M-zz
V-x
=
= k
V-z 4.204 k
M-xx == k-ftk-ft

21.195
H
=

Page 138 of 166 ends

Enercalc to verify footing based on
conservative design with unfilled tank and
worst load case of 0.66DL + Eq
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provide for reference
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7.j.2
Packet Pg. 1554 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) General Footing
Lic. # : KW-06000228 SIEGFRIED ENGINEERING
DESCRIPTION: 18270 footing calc
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: Footing calc.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding
PASS 1.255 Sliding - Z-Z 2.943 k 3.693 k +0.60D+0.70E
DESIGN SUMMARY Design OK
Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.3439 Soil Bearing 0.5159 ksf 1.50 ksf +D+0.70E about Z-Z axis PASS 16.529 Overturning - X-X 4.414 k-ft 72.963 k-ft +0.60D+0.70E PASS 2.356 Overturning - Z-Z 14.837 k-ft 34.961 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift
PASS 0.09001 Z Flexure (+X) 2.353 k-ft/ft 26.146 k-ft/ft +1.466D+2.0E PASS 0.04509 Z Flexure (-X) 1.179 k-ft/ft 26.146 k-ft/ft +1.466D+2.0E PASS 0.1140 X Flexure (+Z) 3.109 k-ft/ft 27.260 k-ft/ft +1.466D+2.0E PASS 0.07047 X Flexure (-Z) 1.921 k-ft/ft 27.260 k-ft/ft +1.40D PASS 0.05748 1-way Shear (+X) 5.453 psi 94.868 psi +1.466D+2.0E PASS 0.02975 1-way Shear (-X) 2.822 psi 94.868 psi +1.466D+2.0E PASS 0.04684 1-way Shear (+Z) 4.443 psi 94.868 psi +1.466D+2.0E PASS 0.030 1-way Shear (-Z) 2.846 psi 94.868 psi +1.40D PASS 0.05446 2-way Punching 10.333 psi 189.737 psi +0.6336D+2.0E Detailed Results
Rotation Axis & Xecc Zecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing
Load Combination... Gross Allowable (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio X-X, D Only 1.50 n/a n/a 0.0 0.2937 0.2937 n/a 0.196
X-X, +0.60D 1.50 n/a n/a 0.0 0.1762 0.1762 n/a 0.118
X-X, +D+0.70E 1.50 n/a n/a 2.614 0.2621 0.3254 n/a 0.217 X-X, +D+0.5250E 1.50 n/a n/a 1.960 0.270 0.3175 n/a 0.212 X-X, +0.60D+0.70E 1.50 n/a n/a 4.356 0.1446 0.2079 n/a 0.139 Z-Z, D Only 1.50 0.2937 0.0 n/a n/a n/a 0.2937 0.196
Z-Z, +0.60D 1.50 0.1762 0.0 n/a n/a n/a 0.1762 0.118
Z-Z, +D+0.70E 1.50 0.07161 8.784 n/a n/a n/a 0.5159 0.344 Z-Z, +D+0.5250E 1.50 0.1271 6.588 n/a n/a n/a 0.4603 0.307 Z-Z, +0.60D+0.70E 1.50 0.0 14.641 n/a n/a n/a 0.4059 0.271 Rotation Axis &
Overturning Stability
Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK
X-X, +0.60D None 0.0 k-ft Infinity OK
X-X, +D+0.70E 4.414 k-ft 121.605 k-ft 27.549 OK
X-X, +D+0.5250E 3.311 k-ft 121.605 k-ft 36.731 OK
X-X, +0.60D+0.70E 4.414 k-ft 72.963 k-ft 16.529 OK
Z-Z, D Only None 0.0 k-ft Infinity OK
Z-Z, +0.60D None 0.0 k-ft Infinity OK
Z-Z, +D+0.70E 14.837 k-ft 58.269 k-ft 3.927 OK
Z-Z, +D+0.5250E 11.127 k-ft 58.269 k-ft 5.237 OK
Z-Z, +0.60D+0.70E 14.837 k-ft 34.961 k-ft 2.356 OK
Force Application Axis
Sliding Stability All units k
Load Combination... Sliding Force Resisting Force Stability Ratio Status X-X, D Only 0.0 k 6.174 k No Sliding OK
X-X, +0.60D 0.0 k 3.742 k No Sliding OK
X-X, +D+0.70E 0.0 k 6.174 k No Sliding OK
X-X, +D+0.5250E 0.0 k 6.174 k No Sliding OK
X-X, +0.60D+0.70E 0.0 k 3.742 k No Sliding OK
Z-Z, D Only 0.0 k 6.125 k No Sliding OK
Z-Z, +0.60D 0.0 k 3.693 k No Sliding OK
Z-Z, +D+0.70E 2.943 k 6.125 k 2.081 OK
Z-Z, +D+0.5250E 2.207 k 6.125 k 2.775 OK
Z-Z, +0.60D+0.70E 2.943 k 3.693 k 1.255 OK

Page 139 of 166 ends

4.414 k-ft
similar to LRFD loading
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provide for reference
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7.j.2
Packet Pg. 1555 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) General Footing
Lic. # : KW-06000228 SIEGFRIED ENGINEERING
DESCRIPTION: 18270 footing calc
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: Footing calc.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Flexure Axis & Load Combination in^2 in^2 in^2 k-ft
As Req'd
Footing Flexure
Tension
k-ft
Actual As Status Mu Side
Surface
Gvrn. As Phi*Mn
X-X, +1.40D 1.921 +Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +1.40D 1.921 -Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +1.20D 1.647 +Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +1.20D 1.647 -Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +0.90D 1.235 +Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +0.90D 1.235 -Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +1.466D+2.0E 3.109 +Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +1.466D+2.0E 0.9156 -Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +0.6336D+2.0E 1.966 +Z Bottom 0.3888 Min Temp % 0.4122 27.260 OK X-X, +0.6336D+2.0E 0.2272 -Z Top 0.3888 Min Temp % 0.4122 27.260 OK Z-Z, +1.40D 0.4411 -X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +1.40D 0.4411 +X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +1.20D 0.3781 -X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +1.20D 0.3781 +X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +0.90D 0.2835 -X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +0.90D 0.2835 +X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +1.466D+2.0E 1.179 -X Top 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +1.466D+2.0E 2.353 +X Bottom 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +0.6336D+2.0E 0.5695 -X Top 0.3888 Min Temp % 0.3950 26.146 OK Z-Z, +0.6336D+2.0E 0.5695 +X Top 0.3888 Min Temp % 0.3950 26.146 OK One Way Shear
Load Combination... Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu @ +X Phi Vn Vu / Phi*Vn Status +1.40D 0.95 psi 0.95 2.85 2.85 2.85 94.87 0.03 psi psi psi psi psi OK +1.20D 0.82 psi 0.82 2.44 2.44 2.44 94.87 0.03 psi psi psi psi psi OK +0.90D 0.61 psi 0.61 1.83 1.83 1.83 94.87 0.02 psi psi psi psi psi OK +1.466D+2.0E 2.82 psi 5.45 1.52 4.44 5.45 94.87 0.06 psi psi psi psi psi OK +0.6336D+2.0E 1.23 psi 1.23 0.17 2.75 2.75 94.87 0.03 psi psi psi psi psi OK Vu / Phi*Vn
Two-Way "Punching" Shear All units k
Load Combination... Vu Phi*Vn Status
+1.40D 8.00 189.74 0.04218 psi psi OK
+1.20D 6.86 189.74 0.03615 psi psi OK
+0.90D 5.14 189.74 0.02711 psi psi OK
+1.466D+2.0E 8.46 189.74 0.04457 psi psi OK
+0.6336D+2.0E 10.33 189.74 0.05446 psi psi OK

Page 140 of 166 ends

74 9.7
89 1
si
ps
95 X
X
-X
5 78
37 4
3 0
0 om
ON
06 ra
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1556 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

Address:

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Date:
1 18270
11/16/2020
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (4 3/4) Effective embedment depth: hef,act = 4.750 in., hnom = 5.563 in.

Material: Carbon Steel
Evaluation Service Report: ESR-1917
Issued I Valid: 1/1/2020 | 5/1/2021
Proof: Design method ACI 318-14 / Mech.

Stand-off installation: eb = 0.000 in. (no stand-off); t = 1.000 in.

Anchor plate: lx x ly x t = 133.000 in. x 44.000 in. x 1.000 in.; (Recommended plate thickness: not calculated Profile: S shape (AISC), S4X9.5; (L x W x T x FT) = 4.000 in. x 2.800 in. x 0.326 in. x 0.293 in.

Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 18.000 in.

Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c))

R - The anchor calculation is based on a rigid anchor plate assumption.

Geometry [in.] & Loading [lb, in.lb]

Page 141 of 166 ends

Hilti Profis to check anchors
using conservative footing
with worst load case

0.66DL+Eq
tio
2 3
(1
en
itio
ill
co
pe
yl
b
er:
mm
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1557 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)
www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

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11/16/2020
2 Load case/Resulting anchor forces
Load case: Design loads
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y 1 0 263 0 263
2 0 263 0 263
3 0 263 0 263
4 0 263 0 263
5 0 263 0 263
6 0 263 0 263
7 0 263 0 263
8 0 263 0 263
9 565 263 0 263
10 565 263 0 263
11 565 263 0 263
12 565 263 0 263
13 565 263 0 263
14 565 263 0 263
15 565 263 0 263
16 565 263 0 263
max. concrete compressive strain: 0.01 [‰]
max. concrete compressive stress: 34 [psi]
resulting tension force in (x/y)=(0.000/-19.500): 4,517 [lb] resulting compression force in (x/y)=(0.000/20.810): 7,989 [lb]

Anchor forces are calculated based on the assumption of a rigid anchor plate.

Tension
Compression
12 3 4 5 6 78
9 10 11 12 13 14 15 16
x
y
3 Tension load
Load Nua [lb] Capacity INn [lb] Utilization EN = Nua/INn Status Steel Strength* 565 18,840 3 OK
Pullout Strength* N/A N/A N/A N/A
Concrete Breakout Strength** 4,517 38,650 12 OK
* anchor having the highest loading **anchor group (anchors in tension)

3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-1917
I Nsa Nua ACI 318-14 Table 17.3.1.1
Variables
Ase,N [in.2] futa [psi]

0.24 106,000
Calculations
Nsa [lb]
25,120
Results
Nsa [lb] Isteel Inonductile I Nsa [lb] Nua [lb]
25,120 0.750 1.000 18,840 565

Page 142 of 166 ends

0 /A
8,
aci
pla
0 3
63 2
fo
-C
lo
e/
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1558 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)
www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

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3 18270
11/16/2020

3.2 Concrete Breakout Strength
Ncbg = (
ANc
ANc0) \ec,N \ed,N \c,N \cp,N Nb ACI 318-14 Eq. (17.4.2.1b) I Ncbg Nua ACI 318-14 Table 17.3.1.1
ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANc0 = 9 h2
ef ACI 318-14 Eq. (17.4.2.1c)
\ec,N = ( 1
1 + 2 e'
N
3 hef
) 1.0 ACI 318-14 Eq. (17.4.2.4)
\ed,N = 0.7 + 0.3 (
ca,min

1.5hef) 1.0 ACI 318-14 Eq. (17.4.2.5b)
\cp,N = MAX(
ca,min
cac
,

1.5hef
cac ) 1.0 ACI 318-14 Eq. (17.4.2.7b)
Nb = kc Oa ¥f
'
c h1.5
ef ACI 318-14 Eq. (17.4.2.2a)
Variables
hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.] \c,N

4.750 0.000 0.000 1.000
cac [in.] kc Oa f
'
c [psi]

9.000 17 1.000 4,000
Calculations
ANc [in.2] ANc0 [in.2
] \ec1,N \ec2,N \ed,N \cp,N Nb [lb]
1,446.38 203.06 1.000 1.000 1.000 1.000 11,131
Results
Ncbg [lb] Iconcrete Iseismic Inonductile I Ncbg [lb] Nua [lb] 79,281 0.650 0.750 1.000 38,650 4,517

Page 143 of 166 ends

00 du
0 ec2
S
ec
Bre
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1559 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)
www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

Address:

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Date:
4 18270
11/16/2020
4 Shear load
Load Vua [lb] Capacity IVn [lb] Utilization EV = Vua/IVn Status Steel Strength* 263 7,634 4 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 4,204 221,987 2 OK
Concrete edge failure in direction ** N/A N/A N/A N/A
* anchor having the highest loading **anchor group (relevant anchors)

4.1 Steel Strength
Vsa,eq = ESR value refer to ICC-ES ESR-1917
I Vsteel Vua ACI 318-14 Table 17.3.1.1
Variables
Ase,V [in.2] futa [psi] DV,seis

0.24 106,000 0.859
Calculations
Vsa,eq [lb]
11,745
Results
Vsa,eq [lb] Isteel Inonductile I Vsa [lb] Vua [lb]
11,745 0.650 1.000 7,634 263

4.2 Pryout Strength
Vcpg = kcp [( ANc
ANc0) \ec,N \ed,N \c,N \cp,N Nb] ACI 318-14 Eq. (17.5.3.1b) I Vcpg Vua ACI 318-14 Table 17.3.1.1
ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANc0 = 9 h2
ef ACI 318-14 Eq. (17.4.2.1c)
\ec,N = ( 1
1 + 2 e'
N
3 hef
) 1.0 ACI 318-14 Eq. (17.4.2.4)
\ed,N = 0.7 + 0.3 (
ca,min

1.5hef) 1.0 ACI 318-14 Eq. (17.4.2.5b)
\cp,N = MAX(
ca,min
cac
,

1.5hef
cac ) 1.0 ACI 318-14 Eq. (17.4.2.7b)
Nb = kc Oa ¥f
'
c h1.5
ef ACI 318-14 Eq. (17.4.2.2a)
Variables
kcp hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.]
2 4.750 0.000 0.000
\c,N cac [in.] kc Oa f
'
c [psi]

1.000 9.000 17 1.000 4,000
Calculations
ANc [in.2] ANc0 [in.2
] \ec1,N \ec2,N \ed,N \cp,N Nb [lb]
2,892.75 203.06 1.000 1.000 1.000 1.000 11,131
Results
Vcpg [lb] Iconcrete Iseismic Inonductile I Vcpg [lb] Vua [lb] 317,125 0.700 1.000 1.000 221,987 4,204

Page 144 of 166 ends

2a)
2 7
Eq
14 18
CI 3

0. 4 T
CC
din
cti
ar
ad
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1560 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)
www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

Address:

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Date:
5 18270
11/16/2020
5 Combined tension and shear loads
EN EV ] Utilization EN,V [%] Status

0.117 0.034 5/3 4 OK
ENV = E]
N + E]V <= 1
6 Warnings
• The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.).

This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility!
• Condition A applies when supplementary reinforcement is used. The ĭ factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard.
• Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard!
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section

17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section

17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by Z0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1.

Fastening meets the design criteria!

Page 145 of 166 ends

esi
Man
xim
7 2
cho
o g
hm
ns
pr
h o
Se
ial
r c
ap
re
is
h F
or
on
P
d
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1561 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)
www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

Address:

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Date:
6 18270
11/16/2020
Coordinates Anchor in.

Anchor x y c-x c+x c-y c+y
1 -60.500 19.500 - - - -
2 -52.500 19.500 - - - -
3 -31.500 19.500 - - - -
4 -10.500 19.500 - - - -
5 10.500 19.500 - - - -
6 31.500 19.500 - - - -
7 52.500 19.500 - - - -
8 60.500 19.500 - - - -
Anchor x y c-x c+x c-y c+y
9 -60.500 -19.500 - - - -
10 -52.500 -19.500 - - - -
11 -31.500 -19.500 - - - -
12 -10.500 -19.500 - - - -
13 10.500 -19.500 - - - -
14 31.500 -19.500 - - - -
15 52.500 -19.500 - - - -
16 60.500 -19.500 - - - -
7 Installation data
Anchor plate, steel: - Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (4 3/4) Profile: S shape (AISC), S4X9.5; (L x W x T x FT) = 4.000 in. x 2.800 in. x 0.326 in. x 0.293 in.

Installation torque: 1,320.002 in.lb
Hole diameter in the fixture: df = 0.813 in. Hole diameter in the base material: 0.750 in.

Plate thickness (input): 1.000 in. Hole depth in the base material: 5.750 in.

Recommended plate thickness: not calculated Minimum thickness of the base material: 8.000 in.

Drilling method: Hammer drilled
Cleaning: Manual cleaning of the drilled hole according to instructions for use is required.

7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque wrench
• Hammer
12 3 4 5 6 78
9 10 11 12 13 14 15 16

6.000 8.000 21.000 21.000 21.000 21.000 21.000 8.000 6.000

2.500 39.000 2.500
x
y

66.500 66.500

22.000 22.000

Page 146 of 166 ends

-
00 y
•
d
d
ss
00 re
n
SC)
-
on
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1562 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)
www.hilti.us Profis Anchor 2..1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company:

Specifier:

Address:

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Sub-Project I Pos. No.:

Date:
7 18270
11/16/2020
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.

Page 147 of 166 ends

a
pd
he
dd
ea
d
re
tio
rm
it
o
re
an
b
atio
ma
; Y
ax:
er:
a
ww
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1563 Att
h
t
Fi
St
ti
16 Pl
d S
(Fi
St
ti
16 Pl
d S
)

Page 148 of 166 ends

Checking the capacity of the generator pad footing as a 2nd check of Enercalc output for bearing pressure and overturning moment.

The calculations show a negligible overturning moment and a adequate bearing pressure for this conservative footing design.

Assumed worst load case of 0.66DL + Eq and unfilled tank.

Assumed 18" thick concrete slab.

Assumed width of footing (68") for 1' clearance on each side of equipment width.

The length of the footing is fixed with the length of equipment at 133". 44" 12" 12" 133"
120"
240"
Actual footing design
(240" x 120")
Conservative footing
design (133" x 68")
fo
h
h o
" t
wo
b
cu
rc
ck
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1564 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 149 of 166 ends

17,602 Ibs
254,342 Ib in
640 psf
360 psf
280 psf
conservative
footing design
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1565 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 150 of 166 ends

weight of the tank
and generator unfilled
qmax (640 psf) < qa (1500 psf)
original calc submittal
provide for reference
only. FM

7.j.2
Packet Pg. 1566 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 151 of 166 ends

exhaust radiator discharge
fuel tank
soundenclosureL2
snowenclosure
air intake
origin
provi
only.

7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 152 of 166 ends

original calc submittal
provide for reference
only. FM

7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

Page 153 of 166 ends

original calc submittal
provide for reference
only. FM
7 Packet Pg

Page 154 of 166 ends

sub base tank: 133.86"L x 41.09" w x 30"deep
original calc submittal
provide for reference
only. FM
7 Packet Pg

Page 155 of 166 ends

original calc submittal
provide for reference
only. FM
7 Packet Pg
Model: 100REOZJF
Diesel
Standard Features
Ratings Range
60 Hz
Standby: kW 77- 102
kVA 77- 128
Prime: kW 71- 92
kVA 71- 115
208- 600 V
D Kohler Co. provides one-source responsibility for the generating system and accessories.

D The generator set and its components are
prototype-tested, factory-built, and production-tested.

D The 60 Hz generator set offers a UL 2200 listing.

D The generator set accepts rated load in one step.

D The 60 Hz generator set meets NFPA 110, Level 1,
when equipped with the necessary accessories and
installed per NFPA standards.

D A one-year limited warranty covers all generator set
systems and components. Two- and five-year
extended limited warranties are also available.

D Other features:
d Kohler designed controllers for one-source system
integration and remote communication. See
Controllers on page 3.
d The low coolant level shutdown prevents
overheating (standard on radiator models only).
d Integral vibration isolation eliminates the need for
under-unit vibration spring isolators.
d Mount up to two circuit breakers to allow circuit
protection of selected priority loads.

Tier 3 EPA-Certified for
Stationary Emergency
Applications
G5-357 (100REOZJF) 4/19h
Generator Set Ratings
130_C Rise
Standby Rating
105_C Rise
Prime Rating
Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps
4R9X
120/208 3 60 100/125 347 90/113 312
127/220 3 60 100/125 328 90/113 295
120/240 3 60 100/125 301 90/113 271
120/240 1 60 77/77 321 71/71 296
139/240 3 60 100/125 301 90/113 271
220/380 3 60 100/125 190 90/113 171
277/480 3 60 100/125 150 90/113 135
347/600 3 60 100/125 120 90/113 108
4R12X
120/208 3 60 102/128 354 92/115 319
127/220 3 60 102/128 335 92/115 302
120/240 3 60 102/128 307 92/115 277
120/240 1 60 91/91 379 84/84 350
139/240 3 60 102/128 307 92/115 277
220/380 3 60 102/128 194 92/115 175
277/480 3 60 102/128 153 92/115 138
347/600 3 60 102/128 123 92/115 111
4T12X 120/240 1 60 100/100 417 90/90 375
RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. Standby Ratings: The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Prime Power Ratings: At varying load, the number of generator set operating hours is unlimited. A 10% overload capacity is available for one hour in twelve.

Page 156 of 166 ends

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Packet Pg. 1572 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G5-357 (100REOZJF) 4/19h
Alternator Specifications
Specifications Alternator
Manufacturer Kohler
Type 4-Pole, Rotating-Field
Exciter type Brushless, Rare-Earth,
Permanent-Magnet
Leads: quantity, type
4RX 12, Reconnectable
4TX 4, 120/240 V
Voltage regulator Solid State, Volts/Hz
Insulation: NEMA MG1
Material Class H
Temperature rise 130_C, Standby
Bearing: quantity, type 1, Sealed
Coupling Flexible Disc
Amortisseur windings Full
Voltage regulation, no-load to
full-load Controller Dependent
One-step load acceptance 100% of Rating
Unbalanced load capability 100% of Rated
Standby Current
D NEMA MG1, IEEE, and ANSI standards compliance for
temperature rise and motor starting.

D Sustained short-circuit current of up to 300% of the rated current for up to 10 seconds.

D Sustained short-circuit current enabling downstream circuit breakers to trip without collapsing the alternator field.

D Self-ventilated and dripproof construction.

D Windings are vacuum-impregnated with epoxy varnish for dependability and long life.

D Superior voltage waveform from a two-thirds pitch stator and skewed rotor.

Specifications Alternator
Peak motor starting kVA: (35% dip for voltages below)
480 V 4R9X (12 lead) 385
480 V 4R12X (12 lead) 448
240 V 4T12X (4 lead) 275
Application Data
Engine
Engine Specifications
Manufacturer John Deere
Engine model 4045HF285I
Engine type 4-Cycle, Turbocharged,
Charge Air-Cooled
Cylinder arrangement 4 Inline
Displacement, L (cu. in.) 4.5 (276)
Bore and stroke, mm (in.) 106 x 127 (4.19 x 5.00)
Compression ratio 19:1
Piston speed, m/min. (ft./min.) 457 (1500)
Main bearings: quantity, type 5, Replaceable Insert
Rated rpm 1800
Max. power at rated rpm, kWm (BHP) 118 (158)
Cylinder head material Cast Iron
Crankshaft material Forged Steel
Valve material:

Intake Chromium-Silicon Steel
Exhaust Stainless Steel
Governor: type, make/model JDEC Electronic L16
Denso HP3
Frequency regulation, no-load to full-load Isochronous
Frequency regulation, steady state r0.25%
Frequency Fixed
Air cleaner type, all models Dry
Exhaust
Exhaust System
Exhaust manifold type Dry
Exhaust flow at rated kW, m3/min. (cfm) 22.8 (805)
Exhaust temperature at rated kW, dry
exhaust, _C(_F) 580 (1076)
Maximum allowable back pressure,
kPa (in. Hg) 7.5 (2.2)
Exhaust outlet size at engine hookup,
mm (in.) 98 (3.86)
Engine Electrical
Engine Electrical System
Battery charging alternator: 12 Volt
Ground (negative/positive) Negative
Volts (DC) 12
Ampere rating 65
Starter motor rated voltage (DC) 12
Battery, recommended cold cranking
amps (CCA):

Quantity, CCA rating each One, 640
Battery voltage (DC) 12
Fuel
Fuel System
Fuel supply line, min. ID, mm (in.) 11.0 (0.44)
Fuel return line, min. ID, mm (in.) 6.0 (0.25)
Max. lift, fuel pump: type, m (ft.) Engine-Driven, 1.8 (6.0) Max. fuel flow, Lph (gph) 74.6 (19.7)
Max. return line restriction, kPa (in. Hg) 20 (5.9)
Fuel prime pump Manual
Fuel filter
Primary 30 Microns
Secondary 2 Microns @ 98% Efficiency
Water Separator Yes
Recommended fuel #2 Diesel
Lubrication
Lubricating System
Type Full Pressure
Oil pan capacity, L (qt.) w 14.7 (15.5)
Oil pan capacity with filter, L (qt.) w 15.6 (16.5)
Oil filter: quantity, type w 1, Cartridge
Oil cooler Water-Cooled
w Kohler recommends the use of Kohler Genuine oil and filters.

Page 157 of 166 ends

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Packet Pg. 1573 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) G5-357 (100REOZJF) 4/19h
Application Data
Cooling
Radiator System
Ambient temperature, _C(_F) * 50 (122)
Engine jacket water capacity, L (gal.) 8.5 (2.25)
Radiator system capacity, including
engine, L (gal.) 20.1 (5.3)
Engine jacket water flow, Lpm (gpm) 182 (48)
Heat rejected to cooling water at rated
kW, dry exhaust, kW (Btu/min.) 62 (3544)
Heat rejected to air charge cooler at
rated kW, dry exhaust, kW (Btu/min.) 20 (1127)
Water pump type Centrifugal
Fan diameter, including blades, mm (in.) 600 (23.6)
Fan, kWm (HP) 6.6 (8.8)
Max. restriction of cooling air, intake and
discharge side of radiator, kPa (in. H2O) 0.125 (0.5)
* Enclosure with enclosed silencer reduces ambient
temperature capability by 5qC (9qF).

Snow package enclosure with enclosed silencer reduces ambient temperature capability by 10qC (18qF).

Operation Requirements
Air Requirements
Radiator-cooled cooling air,
m3/min. (scfm)] 142 (5000)
Combustion air, m3/min. (cfm) 8.2 (288)
Heat rejected to ambient air:

Engine, kW (Btu/min.) 25.0 (1420)
Alternator, kW (Btu/min.) 11.6 (660)
] Air density = 1.20 kg/m3 (0.075 lbm/ft3)
Fuel Consumption
Diesel, Lph (gph) at % load Standby Rating
100% 31.0 (8.2)
75% 25.0 (6.6)
50% 17.8 (4.7)
25% 9.5 (2.5)
Diesel, Lph (gph) at % load Prime Rating
100% 27.6 (7.3)
75% 22.7 (6.0)
50% 14.4 (3.8)
25% 7.6 (2.0)
Controllers
APM402 Controller
Provides advanced control, system monitoring, and system diagnostics for optimum performance and compatibility.

APM603 Controller
Provides advanced control, system monitoring, and system diagnostics for optimum performance and compatibility.

Decision-Makerr 6000 Paralleling Controller
Provides advanced control, system monitoring, and system diagnostics with remote monitoring capabilities for paralleling multiple generator sets.

Modbusr is a registered trademark of Schneider Electric.

Page 158 of 166 ends

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Packet Pg. 1574 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) KOHLER CO., Kohler, Wisconsin 53044 USA
Phone 920-457-4441, Fax 920-459-1646
For the nearest sales and service outlet in the
US and Canada, phone 1-800-544-2444
KOHLERPower.com
Overall Size, L x W x H, mm (in.):

Wide Skid: See Enclosure ADV Drawing
Narrow Skid: 2334 x 864 x 1216 (91.89 x 34.02 x 47.90)
Weight (radiator model), wet, kg (lb.): 1234 (2720)
¤ 2011, 2012, 2013, 2015, 2018, 2019 by Kohler Co. All rights reserved.

DISTRIBUTED BY:

Dimensions and Weights
NOTE: This drawing is provided for reference only and should not be used for planning installation. Contact your local distributor for more detailed information.

H
WL
G5-357 (100REOZJF) 4/19h
Standard Features
D Alternator Protection
D Battery Rack and Cables
D Customer Connection
(standard with Decision-Makerr 6000 controller only)
D Local Emergency Stop Switch
D Oil Drain Extension
D Operation and Installation Literature
Available Options
Circuit Breakers
Type Rating
- Magnetic Trip - 80%
- Thermal Magnetic Trip - 100%
- Electronic Trip (LI) Operation
- Electronic Trip with
Short Time (LSI)
- Manual
- Electrically Operated (for paralleling)
- Electronic Trip with
Ground Fault (LSIG)
Circuit Breaker Mounting
- Generator Mounted
- Remote Mounted
- Bus Bar (for remote mounted breakers)
Enclosures for Remote Mounted Circuit Breakers
- NEMA 1
- NEMA 3R
Approvals and Listings
- California OSHPD Approval
- CSA Certified
- IBC Seismic Certification
- UL 2200 Listing
- Hurricane Rated Enclosure
Enclosed Unit
- Snow Enclosure (sound enclosure with enclosed critical silencer, intake hood, and electrical package)
- Sound Enclosure (with enclosed critical silencer)
- Weather Enclosure (with enclosed critical silencer)
Open Unit
- Exhaust Silencer, Critical (kit: PA-354809)
- Flexible Exhaust Connector, Stainless Steel
Fuel System
- Flexible Fuel Lines
- Fuel Pressure Gauge
- Subbase Fuel Tanks
Controller
- Common Failure Relay
(Decision-Makerr 6000 and APM603 controllers only)
- Decision-Makerr Paralleling System (DPS)
(Decision-Makerr 6000 controller only)
- Dry Contact (isolated alarm)
(Decision-Makerr 6000 controller only)
- Two Input/Five Output Module (APM402 controller only) - Four Input/Fifteen Output Module (APM603 controller only) - Lockable Emergency Stop Switch
- Remote Emergency Stop Switch
- Remote Serial Annunciator Panel
- Run Relay (standard with APM603, optional with others) - Manual Key Switch (APM603 controller only)
- Manual Speed Adjust (APM402 controller only)
Cooling System
- Block Heater, 1500 W, 90- 120 V, 1 Ph
Required for ambient temperature below 0qC (32qF)
- Radiator Duct Flange
Electrical System
- Generator Heater
- Battery
- Battery Charger, Equalize/Float Type
- Battery Heater
Miscellaneous
- Air Cleaner, Heavy Duty
- Air Cleaner Restriction Indicator
- Certified Test Report
- Crankcase Emissions Canister
- Engine Fluids Added
- Rated Power Factor Testing
- Rodent Guards
Literature
- General Maintenance
- NFPA 110
- Overhaul
- Production
Warranty
- 2-Year Basic Limited Warranty
- 5-Year Basic Limited Warranty
- 5-Year Comprehensive Limited Warranty

Page 159 of 166 ends

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7.j.2
Packet Pg. 1575 Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) Weather/Sound Enclosure and
Subbase Fuel Tank Package
Industrial Generator Set Accessories
Applicable to the following:
40REOZJC
50/60REOZJD
80/100/150/200REOZJF
125/180REOZJG
230- 275REOZJE
300REOZJ
Weather Enclosure Standard Features
D Internal-mounted silencer and flexible exhaust
connector.