HomeMy WebLinkAbout288 S Harbor Blvd - 101117384 - PlanBldg# 101117384
APPROVALS:
PLNG - APezeshkpour
BLDG - ASo
288 S Harbor Blvd -
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288 S Harbor Blvd -
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288 S Harbor Blvd -
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YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
288 S Harbor Blvd -
1011173841/22/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
288 S Harbor Blvd -
1011173841/22/2024
Letter of Authorization
Date: 1/18/24
To Whom It May Concern:
Eric Malicoat is authorized to act as an agent for Hoffman & Associates Building
Corporation. The company information is as follows:
Project Address: 288 South Harbor Blvd., Santa Ana, CA 92704
Permit: #101113526
Description: Supplemental Permit
Tax ID: 95-4717391
State Corporation No: 2123093
General Contractors License No: B421531
Thank you,
Phil Hoffman,
Hoffman & Associates, General Superintendent
288 S Harbor Blvd -
1011173841/22/2024
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288 S Harbor Blvd -
1011173841/22/2024
40
288 S Harbor Blvd -
1011173841/22/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.81
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Inertia Engineers
|
OLLV Shrine - Tree Statue
Page:
Specifier:
E-Mail:
Date:
1
TD
12/7/2022
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 V3 + HAS-E-55 (ASTM F1554 Gr.55) 1
Item number: not available (element) / 2334276 HIT-HY 200-R V3
(adhesive)
Effective embedment depth: hef,act = 18.000 in. (hef,limit = - in.)
Material: ASTM F1554 Grade 55
Evaluation Service Report: ESR-4868
Issued I Valid: 7/1/2022 | 11/1/2022
Proof: Design Method ACI 318-19 / Chem
Stand-off installation: eb = 0.000 in. (no stand-off); t = 1.000 in.
Anchor plateR : lx x ly x t = 22.000 in. x 22.000 in. x 1.000 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 36.000 in., Temp. short/long: 32/32 °F
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d))
Shear load: yes (17.10.6.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, in.lb]
41
288 S Harbor Blvd -
1011173841/22/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.81
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Inertia Engineers
|
OLLV Shrine - Tree Statue
Page:
Specifier:
E-Mail:
Date:
2
TD
12/7/2022
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -1,722; Vx = 0; Vy = 2,112;
Mx = -591,360; My = 0; Mz = 0;
yes 94
42
288 S Harbor Blvd -
1011173841/22/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.81
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Inertia Engineers
|
OLLV Shrine - Tree Statue
Page:
Specifier:
E-Mail:
Date:
3
TD
12/7/2022
2 Proof I Utilization (Governing Cases)
Design values [lb]Utilization
Loading Proof Load Capacity bN / bV [%]Status
Tension Concrete Breakout Failure 30,540 32,683 94 / -OK
Shear Concrete edge failure in direction y+2,112 27,386 - / 8 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.934 0.077 1.000 85 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
43
288 S Harbor Blvd -
1011173841/22/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.81
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Inertia Engineers
|
OLLV Shrine - Tree Statue
Page:
Specifier:
E-Mail:
Date:
4
TD
12/7/2022
4 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.
44
288 S Harbor Blvd -
1011173841/22/2024
45
288 S Harbor Blvd -
1011173841/22/2024
October 11, 2023
City of Santa Ana
Building Safety Division
20 Civic Center Plaza
Santa Ana, CA 92701
Re: Our Lady of La Vang Shrine
Banyan Tree Foundation Review
To Whom It May Concern:
We have completed our structural review of the foundation design for the metal banyan tree
sculptures. The specific items reviewed were as follows:
Pages 26 and 40 – 45 of the Inertia Engineers structural calculations, dated January 5,
2023.
Details 13 & 16/S-503 of the Inertia Engineers structural drawings dated April 29,
2022.
The structural calculations and details provided by Inertia Engineers have been designed to
base reaction magnitudes similar to what was presented in the metal banyan tree sculpture
design documents. It is our opinion that the foundation design is adequate to resist all gravity
and lateral base reactions from the sculptures above.
If there are any questions or concerns with this letter, please do not hesitate to contact us.
Sincerely,
Stork, Wolfe and Associates, Inc.
By: Gregory H. Stork, SE
Principal
288 S Harbor Blvd -
1011173841/22/2024