HomeMy WebLinkAbout201 E MacArthur Blvd - PlanROOFTOP ANTENNA
TITLE SHEET
SITE NUMBER:
SITE NAME:
SITE TYPE:
ADDRESS:
COUNTY:
JURISDICTION:
APPROVALS:
PROJECT DIRECTORY:
CONSULTING TEAM:
SHEET INDEX:
CITY OF SANTA ANA
DOUBLE TREE HOTEL SC071
LA02834A
ORANGE COUNTY
NO. DATE: DESCRIPTION: BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 E MACARTHUR BLVD.,
SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
T-1
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
VICINITY MAP:
DRIVING DIRECTIONS:
APPLICABLE CODES
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·
·
·
·
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SI5
201 E MACARTHUR BLVD.,
SANTA ANA, CA 92707
·
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PROJECT SUMMARY:
·
PROJECT TYPE: PROPERTY MANAGEMENT
Bldg #101121870
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
201 E MacArthur
Blvd3/13/2025
ABBREVIATIONS & SYMBOLS 2 GENERAL NOTES & SPECIFICATIONS 1
ABBREVIATIONS,
SYMBOLS, GENERAL
NOTES &
SPECIFICATIONS
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
T-2
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
201 E MacArthur
Blvd3/13/2025
SITE PLAN
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
A-1
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
1SITE PLAN
E MACARTHUR BLVD
MA
C
A
R
T
H
U
R
P
I
FIRST AMERICAN WAY
APN: 411-072-08
ZONING: SPECIFIC DEVELOPMENT
(SP43)
201 E MacArthur
Blvd3/13/2025
ENLARGED SITE PLAN
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
A-2
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
1ENLARGED SITE PLAN
201 E MacArthur
Blvd3/13/2025
EXISTING EQUIPMENT
LAYOUT
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
A-3
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
1EXISTING EQUIPMENT LAYOUT AT ROOF DECK
201 E MacArthur
Blvd3/13/2025
EXISTING AND NEW
OPENING ELEVATIONS
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
A-4
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
24
1EXISTING WEST ACCESS OPENING ELEVATION
NEW WEST ACCESS OPENING ELEVATION
3 EXISTING EAST ACCESS OPENING ELEVATION
NEW EAST ACCESS OPENING ELEVATION
201 E MacArthur
Blvd3/13/2025
ELEVATIONS
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
A-5
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
2
EXISTING EAST ELEVATION 1
NEW EAST ELEVATION
201 E MacArthur
Blvd3/13/2025
ELEVATIONS
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
A-6
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
2
EXISTING WEST ELEVATION 1
NEW WEST ELEVATION
201 E MacArthur
Blvd3/13/2025
STRUCTURAL STEEL
FIELD WELDING
NO.DATE:DESCRIPTION:BY:
SHEET NUMBER:
SHEET TITLE:
SITE INFORMATION:
SEAL:
201 3/4 E. MACARTHUR BLVD.,
#WCC01, SANTA ANA, CA 92707
DOUBLE TREE HOTEL SC071
LA02834A
PLANS PREPARED BY:
CONSULTING GROUP:
S-1
A NUWAVE COMPANY
SIGNAL HILL, CALIFORNIA 90755
1875 CORONADO AVE
2
3
WELDING DETAILS 1
5
6
4
8
9
7
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USEDNOT USED
201 E MacArthur
Blvd3/13/2025
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
201 E MacArthur
Blvd3/13/2025
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
201 E MacArthur
Blvd3/13/2025
1875 Coronado Ave. Signal Hill, CA 90755
Rooftop Screen Modification Structural Calculations
Pr oj e c t : T - M o b i le Pr o p e r t y m an ag e m e n t
S it e n u m b e r : L A 0 2 8 3 4 A
S it e n am e : Do u b le t r e e H o t e l S C 0 7 1
A d d r e s s: 2 0 1 ¾ E . M ac A r t h u r B lv d WWC C 0 1
S an t a A n a, C A 9 2 7 0 7
Da t e : 1 0 / 1 8 / 2 0 2 4
THESE CALCULATIONS ARE THE SOLE PROPERTY OF
INTELOCITY, AND MAY NOT BE USED WITHOUT WRITTEN
CONSENT. THE BUILDING OFFICIALS SHALL NOT ACCEPT
THESE CALCULATIONS UNLESS WET STAMPED AND SIGNED
BY THE ENGINEER OF RECORD.
201 E MacArthur
Blvd3/13/2025
Description of the project:
Existing rooftop screen framing modification at elevation 100’-0”. No footprint and no height increasing.
Design Codes:
2022 California Building Code with local amendment.
Design Criteria:
Seismic: Risk Category II, Site D, Ss=1.46, S1=0.49
Sms=1.72, Sm1=1.17, Sds=1.14, Sd1=0.78
Wind: Exposure C, 95 mph.
Appurtenances: See Next Pages
References: n/a
Passing Rate: 19.9 % Steel tubing screen framing
Disclosure:
Please be advised that the evaluation and recommendations made were based on minimum design loads per current building
codes without full as-built plans and without on-site intrusive investigation and verifications. With this inherent limitation, the design
and evaluation were done in accordance with generally accepted engineering principles and practice. The engineer of record
shall be notified immediately when discrepancy occurs between the actual on-site condition and this report and/or drawings for
remedial solutions.
1/10 201 E MacArthur
Blvd3/13/2025
24NEW WEST ACCESS OPENING ELEVATION NEW EAST ACCESS OPENING ELEVATION
2/10 201 E MacArthur
Blvd3/13/2025
3/10 201 E MacArthur
Blvd3/13/2025
4/10 201 E MacArthur
Blvd3/13/2025
ASCE Hazards Report
Address:
4 E MacArthur Blvd
Santa Ana, California
92707
Standard:ASCE/SEI 7-22 Latitude:33.699871
Risk Category:II Longitude:-117.86756
Soil Class:Default Elevation:36.32257420038008 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
300-year MRI 89 Vmph
700-year MRI 95 Vmph
1,700-year MRI 102 Vmph
3,000-year MRI 106 Vmph
10,000-year MRI 115 Vmph
100,000-year MRI 133 Vmph
1,000,000-year MRI 151 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Fri Oct 18 2024
Page 1 of 5https://ascehazardtool.org/Fri Oct 18 2024
5/10 201 E MacArthur
Blvd3/13/2025
PGA M : 0.65
SMS : 1.72
SM1 : 1.17
SDS : 1.14
SD1 : 0.78
T L : 8
SS : 1.46
S1 : 0.49
VS30 : 260
Seismic Design Category:D
Multi-Period Design Spectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumR
S (g) vs T(s)a
Two-Period Design Spectrum
S (g) vs T(s)a
Two-Period MCE SpectrumR
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made
available by USGS.
Seismic
DefaultSite Soil Class:
Results:
Page 3 of 5https://ascehazardtool.org/Fri Oct 18 2024
6/10 201 E MacArthur
Blvd3/13/2025
Seismic Calculation for Roof Top Screening
Site Coordination = 33.699871, -117.86756
Soil Site Class =D
Risk Category =II
From Spectrum Data:
SMS =1.72 g SDS = 2/3 SMS =1.147 g
SM1 =1.17 g SD1 = 2/3 SM1 =0.780 g
Seismic Design Category =D
r 1.0
Seismic Design Force :
Rp =2.5 ap =1.0
Ip =1.0 z/h =1.0
W p =95.0 lbs Screen Unit DL / ft
Fp = [0.4 ap SDS W p / (Rp/Ip)] x (1+2(z/h))
=52.29 lbs
Fp,MAX = 1.6 SDS Ip W p Fp,MIN = 0.3 SDS Ip W p
=174.29 lbs =32.68 lbs
Therefore Fp =52.29 lbs
Seismic Load Effects E :
E =rFp ± 0.2 SDS D
=52.29 lbs ±21.79 lbs
(Lateral) (Vertical)
Seismic LRFD Coefficient = 0.55
Over strength factor=2.50 E mh = W Eh =130.72 lbs
ASD design coefficient =0.39
7/10 201 E MacArthur
Blvd3/13/2025
Screen Wind Loads for Member and Anchroage Design
Basic Wind Speed =95 mph
Exposure =C
Category =II
Mean Roof Height (h) =100 ft
Screen Unit Dimension :
W =12.0 in unit width per foot
H =228.0 in screen ht
Af Projection Area =19.0 s.f.
Apply "Design Wind Loads on Other Structures"
FWind =q h (G C f ) A f
q h =velocity pressure evaluated at height z of the centroid og area of Af
=0.00256 Kz Kzt Kd Ke V2 (psf)
Kz =1.26
Kzt = (1 + K1 K2 K3)2 =1.0
Kd =0.85
Ke =1.00
qh =psf
G Cf =1.9
ASD factor = 0.6
f wind (LRFD) =47.0 psf
f wind (ASD) =28.2 psf
Final Fw (LRFD) =893.3 lbs
Final Fw (ASD) =536.0 lbs
Optional with reduced screen / building factor
Wide Face Wide face to bldg width ' t/b ' = 0.1
Reduction factor = 1.9 - [(1.9-1.0) x ' t/b ']= 1.81
Final Fw (LRFD) =44.8 psf
Final Fw (ASD) =26.9 psf
Narrow Face Narrow face to bldg width ' t/b ' = 0.2
Reduction factor = 1.9 - [(1.9-1.0) x ' t/b ']= 1.72
Final Fw (LRFD) =42.6 lbs
Final Fw (ASD) =25.5 lbs
8/10 201 E MacArthur
Blvd3/13/2025
Steel Beam
LIC# : KW-06019495, Build:20.23.11.13 Reliant Land Services (c) ENERCALC INC 1983-2023
DESCRIPTION:CHECK (N) TS5X5X1/4 DOOR JAMB POST
Project File: Nuwave T-Mobile_2022 CBC.ec6
Project Title:
Engineer:
CODE REFERENCES
Material Properties
Analysis Method :
ksi
Bending Axis :Major Axis Bending
Completely Unbraced
Load Resistance Factor Design Fy : Steel Yield :45.0 ksi
Beam Bracing :E: Modulus :29,000.0
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.010, W = 0.0470 ksf, Tributary Width = 3.0 ft, (SCREEN WIND)
Point Load : W = 0.70 k @ 5.0 ft, (HZ GIRT)
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.199 : 1
Load Combination +1.20D+W
Span # where maximum occurs Span # 1
1.235 k
Mn * Phi : Allowable 19.879 k-ft Vn * Phi : Allowable
HSS5x5x3/16Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +1.20D+W
37.868 k
Section used for this span HSS5x5x3/16
Mu : Applied
Maximum Shear Stress Ratio =0.033 : 1
0.000 ft
3.963 k-ft Vu : Applied
0 <360
1067
Ratio =0 <180
Maximum Deflection
Max Downward Transient Deflection 0.156 in 766Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.112 in Ratio =>=180
Max Upward Total Deflection 0 in
Span: 1 : W Only
n/a
Span: 1 : +D+0.60W
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Max Stress Ratios
M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length
+1.40D
Dsgn. L = 10.00 ft 1 0.026 0.006 0.53 0.53 22.09 19.88 1.14 1.00 0.21 42.08 37.87
1 0.023 0.005 0.45 0.45 22.09 19.88 1.14 1.00 0.18 42.08 37.87
1 0.111 0.019 2.21 2.21 22.09 19.88 1.20 1.00 0.71 42.08 37.87
1 0.199 0.033 3.96 3.96 22.09 19.88 1.21 1.00 1.24 42.08 37.87
1 0.194 0.031 3.85 3.85 22.09 19.88 1.21 1.00 1.19 42.08 37.87
1 0.017 0.004 0.34 0.34 22.09 19.88 1.14 1.00 0.14 42.08 37.87
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
W Only 1 0.1565 5.029 0.0000 0.000
.
9/10 201 E MacArthur
Blvd3/13/2025
Steel Beam
LIC# : KW-06019495, Build:20.23.11.13 Reliant Land Services (c) ENERCALC INC 1983-2023
DESCRIPTION:CHECK (N) TS5X5X1/4 DOOR JAMB POST
Project File: Nuwave T-Mobile_2022 CBC.ec6
Project Title:
Engineer:
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.055 1.055
Max Upward from Load Combinations 0.783 0.783
Max Upward from Load Cases 1.055 1.055
D Only 0.150 0.150
+D+0.60W 0.783 0.783
+D+0.450W 0.625 0.625
+0.60D+0.60W 0.723 0.723
+0.60D 0.090 0.090
W Only 1.055 1.055
10/10 201 E MacArthur
Blvd3/13/2025