HomeMy WebLinkAbout1740 E Edinger Ave - PlanDATEDRAWN
JOB NUMBER:24-0740
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.07-16-24
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
SYMBOL MIN. OSA
CFM
SUPPLY FAN
FAN
(BHP)
TOTAL
COOLING
(MBH)
SENSIBLE
COOLING
(MBH)
COOLING
POWER
(VOLT/PH/HZ)
TOTAL
OPERATING
WEIGHT
(LBS)NOTESREFRIGERANTCFMMODEL
FILTER
(QUANTITY)
SIZE
TYPE
EXT. SP
IN. WG
MOCPMANUFACTURER
HEATING
CAPACITY
(MBH)
HEATING
NOMINAL
TONS MCA
OSA
AMBIENT
TEMP.
)DRIVE
ARI
EER
IEER
(SEER)
REFERENCE NOTES:
HEATING
EFFICIENCY
(%)
1 9/27/24 PLAN CHECK CORRECTIONS
BLDG permit #101120530
APPROVALS:
PLNG - H. Jacinto
POLICE - B. Martin
BLDG - J. Lo
MECH #40139427
APPROVALS:
MECH - T. Luka
1740 E Edinger Ave
11/27/2024
345 Pollasky Ave. ∙ Clovis, California 93612 ∙ 559-696-6511
STRUCTURAL ENGINEERING
CALCULATIONS
(PC RESPONSE)
IHOP #955
1740 EAST EDINGER AVENUE
SANTA ANA, CA
PROJECT# 24297
October 21, 2024
Prepared For:
NUWAVE Energy Solutions
1740 E Edinger Ave
11/27/2024
IHOP 955 Santa Ana, CA
STRUCTURAL PC RESPONSE:
X: Structural calculations for the new equipment anchorage is not found. Please provide...
Response: See attached calculation package for the HVAC anchorage. Structural plans with
HVAC anchorage have also been created. Please see the added structural sheets
S1.1, and S2.1.
__________________________
BRAD YOUNG & ASSOCIATES
STRUCTURAL ENGINEERING
345 Pollasky Ave.
Clovis, California, 93612
(559) 323-9600 (559) 323-9633 Fax
____________________________________________________
Copyright 2024 Brad Young & Associates
Print Date: 10/21/2024
File Name: 24297 - PC RESPONSE.xmcd
Engineer:_ CG _
1
1740 E Edinger Ave
11/27/2024
ATTACHED
CALCULATION
PACKAGE
__________________________
BRAD YOUNG & ASSOCIATES
STRUCTURAL ENGINEERING
345 Pollasky Ave.
Clovis, California, 93612
(559) 323-9600 (559) 323-9633 Fax
____________________________________________________
Copyright 2024 Brad Young & Associates
Print Date: 10/21/2024
File Name: 24297 - PC RESPONSE.xmcd
Engineer:_ CG _
2
1740 E Edinger Ave
11/27/2024
HVAC ANCHORAGE
Check the HVAC anchorage. Check worst case, which will be RTU 4
Lateral Loading on HVACs
Seismic Loads
S DS 1.02:=
Seismic Design Category - D
Per table 13.6-1 HVAC
component amplification factorap2.5:=
Per table 13.6-1 HVAC
Component Response
modification factor
Rp 6.0:=
z 14 ft⋅:=HVAC roof attachment height
h 14 ft⋅:=estimated roof height
Ip 1.0:=Importance Factor
HVAC weight (including
curb adapter and roof curb)W p 2340lb:=
Horizontal Seismic Force: Fp.seis
Fp.1
0.4 ap⋅S DS⋅W p⋅
R p
Ip
1 2
z
h
⋅+
⋅:=Fp.1 1193 lb=
Fp.max 1.6 SDS⋅Ip⋅W p⋅:=Fp.max 3819 lb=
Fp.min 0.3 S DS⋅Ip⋅W p⋅:=Fp.min 716 lb=
Fp.seis max min Fp.1 Fp.max, ()Fp.min, ():=Fp.seis 1193 lb=
Vertical Seismic Force: Fv.seis
Fv.seis 0.2 S DS⋅W p⋅:=Fv.seis 477 lb=
__________________________
BRAD YOUNG & ASSOCIATES
STRUCTURAL ENGINEERING
345 Pollasky Ave.
Clovis, California, 93612
(559) 323-9600 (559) 323-9633 Fax
____________________________________________________
Copyright 2024 Brad Young & Associates
Print Date: 10/21/2024
File Name: 24297 - PC RESPONSE.xmcd
Engineer:_ CG _
3
1740 E Edinger Ave
11/27/2024
Lateral Analysis - Wind
Analysis per ASCE 7-16 section 29.4.1
Exposure C Risk Category II
K e 1.0:=V 95:=K zt 1.0:=
K z 0.85:=K d 0.90:=
qz 0.00256 Kz⋅Kzt⋅K d⋅Ke⋅V2⋅psf⋅:=qz 17.675 psf⋅=
h 14 ft=roof height
Lhvac 100 in⋅:=length of HVAC
W hvac 66 in⋅:=width of HVAC
Hhvac 60 in⋅12 in⋅+14in+:=height of HVAC unit, curb, & adapter as it
occurs
Lcurb 98 in⋅4 in⋅−:=Lcurb 94 in⋅=approx. length to roof curb anchor
W curb 62 in⋅4 in⋅−:=W curb 58 in⋅=approx. width to roof curb anchor
Horizontal Wind Force: Fh.wind
A f H hvac Lhvac⋅:=A f 60 ft2=Projected area normal to the wind
GCr.h 1.9:=Gust effect factor
Fh.wind qz GCr.h⋅Af⋅:=Fh.wind 2006 lb=Lateral wind load
Vertical Wind Force: Fv.wind
A r Lhvac W hvac⋅:=A r 46 ft2=Projected area normal to the wind
GCr.v 1.5:=Gust effect factor
Fv.wind qz GCr.v⋅Ar⋅:=Fv.wind 1215 lb=Vertical wind load (Upward)
Lateral Analysis - Summary
0.6 Fh.wind⋅1203 lb=Max factored lateral wind load Wind Governs
0.7 Fp.seis⋅835 lb=Max factored lateral seismic load
__________________________
BRAD YOUNG & ASSOCIATES
STRUCTURAL ENGINEERING
345 Pollasky Ave.
Clovis, California, 93612
(559) 323-9600 (559) 323-9633 Fax
____________________________________________________
Copyright 2024 Brad Young & Associates
Print Date: 10/21/2024
File Name: 24297 - PC RESPONSE.xmcd
Engineer:_ CG _
4
1740 E Edinger Ave
11/27/2024
Check HVAC Unit Overturning - Transverse Direction
Lhvac 8.333 ft=length of HVAC
W hvac 5.5 ft=width of HVAC
Hhvac 7.167 ft=height of HVAC
W p 2340 lb=weight of HVAC Unit
OTM1 0.6 Fh.wind⋅( )
Hhvac
2
⋅:=OTM1 4312 lb ft⋅=
RM W p
W curb
2
⋅:=RM 5655 lb ft⋅=
Uplift 1
1
2
OTM1 0.6( ) RM⋅−
W curb
⋅
1
4
0.6 Fv.wind( )⋅⋅+
...277.336 lb=:=uplift at
each corner
Check HVAC Unit for Overturning - Longitudinal Direction
Lhvac 8.333 ft=length of HVAC
W hvac 5.5 ft=width of HVAC
Hhvac 7.167 ft=height of HVAC
W p 2340 lb=weight of HVAC Unit
OTM2 0.6 Fh.wind⋅( )
Hhvac
2
⋅:=OTM2 4312 lb ft⋅=
RM W p
Lcurb
2
⋅:=RM 9165 lb ft⋅=
Uplift 2
1
2
OTM2 0.6( ) RM⋅−
Lcurb
⋅
1
4
0.60 Fv.wind( )⋅⋅+
...106.502 lb=:=uplift at
each corner
Maximum Uplift
Uplift max Uplift1 Uplift2, 0, ():=Uplift 277 lb=
Anchorage required to resist uplift loads
__________________________
BRAD YOUNG & ASSOCIATES
STRUCTURAL ENGINEERING
345 Pollasky Ave.
Clovis, California, 93612
(559) 323-9600 (559) 323-9633 Fax
____________________________________________________
Copyright 2024 Brad Young & Associates
Print Date: 10/21/2024
File Name: 24297 - PC RESPONSE.xmcd
Engineer:_ CG _
5
1740 E Edinger Ave
11/27/2024
Connection between existing roof curb and new curb adapter
Connection between new curb adapter and new HVAC unit is similar.
Uplift 277 lb=(ASD - wind load)
Tek Screws
Six (6) #12x1" Tek screws connect a 16 ga. strap to a 16 ga. roof curb and six (6) more
Tek screws connect the same 16 ga. strap to the steel HVAC unit rail. These Tek
screws resist uplift in shear at each corner.
Shear capacity of Tek screws - #12x1"
(aka 12-14 per ICC ESR-1976)Shearcapacity.tek 308 lb⋅:=
Nscrew 6:=Number of screws
Nscrew Shearcapacity.tek⋅
Uplift
6.663=> 1.0 GOOD
There will also be these same strap clips w/ screws at the midspan of the unit that will be
used to resist the shear forces from the unit (4 min).
V unit.ASD 0.6 Fh.wind⋅( )1203.343 lb=:=
Nclips 4:=Number of clips resisting shear
Nscrew 6=
Nscrew Nclips⋅Shearcapacity.tek⋅
Vunit.ASD
6.143=> 1.0 GOOD
__________________________
BRAD YOUNG & ASSOCIATES
STRUCTURAL ENGINEERING
345 Pollasky Ave.
Clovis, California, 93612
(559) 323-9600 (559) 323-9633 Fax
____________________________________________________
Copyright 2024 Brad Young & Associates
Print Date: 10/21/2024
File Name: 24297 - PC RESPONSE.xmcd
Engineer:_ CG _
6
1740 E Edinger Ave
11/27/2024
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11/27/2024
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1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1 9/27/24 PLAN CHECK CORRECTIONS
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1 9/27/24 PLAN CHECK CORRECTIONS
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
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11/27/2024
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PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1 9/27/24 PLAN CHECK CORRECTIONS
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PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
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11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
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11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
1 9/27/24 PLAN CHECK CORRECTIONS
1740 E Edinger Ave
11/27/2024
DATEDRAWN
JOB NUMBER:
PROJECT TITLE :
DRAWING NUMBER :
DRAWING NAME :
PROJECT ADDRESS:
BY:
1220 NORTH BARSTEN WAY
ANAHEIM, CA 92806
PHONE:714-632-7401
FAX:714-632-7402
E.L.
1740 EAST EDINGER AVE.
SANTA ANA,CA 92705
24-0740
07-16-24
REFERENCE NOTES:
1 9/27/24 PLAN CHECK CORRECTIONS
1740 E Edinger Ave
11/27/2024
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
1740 E Edinger Ave
11/27/2024
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
1740 E Edinger Ave
11/27/2024