HomeMy WebLinkAbout1 LEGOLAND DR; ; CBC2022-0127; PermitBuilding Permit Finaled
(city of
Carlsbad
Commercial Permit
Print Date: 08/10/2022
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
1 LEGOLAND DR, CARLSBAD, CA 92008-4610
BLDG-Commercial Work Class:
2111000900 Track#:
$13,252.00 Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Tenant Improvement
Permit No: CBC2022-0127
Status: Closed -Finaled
Applied: 04/18/2022
Issued: 06/16/2022
Finaled Close Out: 06/30/2022
Final Inspection: 06/30/2022
INSPECTOR: Renfro, Chris
Description: GARDEN RESTAURANT: ADD NEW TYPE 1 HOOD AND COOKING EQUIPMENT (100 SF) COM-Tl
Applicant:
BAKER ARCHITECTURE
TONY KERLESHI
4080 CENTRE ST, # 203
SAN DIEGO, CA 92103-2655
(619) 281-5937
FEE
BUILDING PLAN CHECK
Property Owner:
LEGOLAND CALIFORNIA LLC
PO BOX 543185
DALLAS, TX 75354
BUILDING PLAN REVIEW -MINOR PROJECTS (LDE)
BUILDING PLAN REVIEW -MINOR PROJECTS (PLN)
CERTIFICATE OF OCCUPANCY
COMM/IND Tl -STRUCTURAL
FIRE A-2 & A-3 Occupancies -Tl
FIRE Plan Resub (3rd&Subsequent Submittal/hr)
SB1473 -GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION -COMMERCIAL (SMIP)
Total Fees: $2,409.26 Total Payments To Date: $2,409.26
Contractor:
WHEELIHAN CONSTRUCTION INC
2598 FORTUNE WAY, # STE L
VISTA, CA 92081-8442-SAN DIEGO
(760) 734-5959
Balance Due:
AMOUNT
$466.05
$194.00
$98.00
$15.00
$717.00
$691.00
$223.50
$1.00
$3.71
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to t imely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
('city of
CarlsDad
Job Address 1 Legoland Drive Carlsbad, CA
COMMERCIAL
BUILDING PERMIT
APPLICATION
B-2
Plan Check CBC2022-0127
Est. Value $13,252. oo
PC Deposit ---'-$_4_6_6_._o_5 ____ _
Date 4-18-2022
Suite:. _____ APN: 211-022-10, 11, 16/212-041-0':
Tenant Name #:GARDEN RESTAURANT -(N) TYPE-1 HOOD Lot #: ____ Year Built:----------
Year Built: __ _ Occupancy:_A_2 __ Construction Type: V-B Fire sprinklers:QYES0NO A/C:QYES0No
BRIEF DESCRIPTION OF WORK: Add (n) Type-1 Hood Exhaust & Cooking Equip at Exist. Kitchen/Prep
Area
D Addition/New: ____________ .New SF and Use, __________ .New SF and Use
______ SF Deck, _______ SF Patio Cover, SF Other (Specify) ___ _
0Tenant Improvement: _____ SF,
__ l_O_O __ SF,
Existing Use: _______ Proposed Use: ______ _
Existing Use: Restaurant Proposed Use: Restaurant
D Other: --------------------------------------
PRIMARY APPLICANT
Name: Legoland Carlsbad, Inc
Address: 1 Legoland Drive
PROPERTY OWNER
Name: Legoland Carlsbad, Inc
City: Carlsbad State:._C_A __ .Zip: 92008
Address: 1 Legoland Drive
City: Carlsbad State:_C_A_ .... Zip: 92008
Phone: 760-918-5488 Phone: 760-918-5488
Email: Vladimir.Ristic@legoland.com Email: Vladimir.Ristic@legoland.com
DESIGN PROFESSIONAL CONTRACTOR OF RECORD
Name: Baker Architecture Business Name: Wheelihan Construction Inc
Address:4080 Centre St, Ste 203 Address: 2598 Fortune Way STE L
City: San Diego State: CA Zip: 92103 City: Vista State: CA Zip:_9_20_0_8 ____ _
Phone: (619) 358-9225 Phone: 760-734-5959
Email:tony@bakerarchitecture.com Email: mwheelihan@wheelihan.com
Architect State License:c_2_8_5_4_7 _________ CSLB License#: 732235 Class:_8 ______ _
Carlsbad Business License# (Required): Application #24730
APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the
information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building
construction.
NAME (PRINT): _L_o_ri_H_o_u_k ______ _ I . ' J / L 05/22/2022 SIGN: --'.,L.17~_1.v---'-~,.;...tJ:.....;.u,re,..;._ ___ DATE:------
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
REV. 04/22
THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: CBC2022-0127
A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON
SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO
PERMIT ISSUANCE.
(OPTION A): LICENSED CONTRACTOR DECLARATION:
lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter 9(commencingwithSection7000)ofDivision3
of the Business and Professions Code, and my license is in full f orce and effect. I also affirm under penalty of perjury one of the
following dec/arations(CHOOSE ONE):
DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. Policy No .. _________________________________________ _
-OR-
~ I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: Insurance Company Name: _s_1a_1e_co_m....cpe_nsa_lio_n_1_ns_u_ra_nce_F_u_nd ___________ _
Policy No. 9122010-22 Expiration Date: _0_1_10_11_20_2_a _____________ _
-OR-
D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
Interest and attorney's fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: ______________________ Lender's Address: _____________________ _
CONTRACTOR CERT/FICA TION; The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and
utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not
approved for construction and may be required ta be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct
dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building
as stated Is true and correct; all easements and other encumbrances ta development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements
existing on the property were completed in accordance with oll regulations in existence at the time of their construction, unless otherwise noted.
NAME (PRINT): _Lo_r_i _H_ou_k _____ SIGNATURE: __ b_-u-___,· ?¼_t!J"_d ____ DATE: 05/20/2022
Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead.
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License l aw does not apply to an owner of property who builds or improves thereon, and who does such
work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
-OR-
DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
-OR-
DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
AND,
D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
contractors. I understand that a copy of the applicable law, Section 7044of the Business and Professions Code, is available upon request when this applicat ion is
submitted or at the following Web site: http:I/www.leginfo.ca.gov/calaw.html.
OWNER CERT/FICA T/ON: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility
easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for
construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of;
the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true
and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property
were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted.
NAME (PRINT): SIGN: __________ DATE: _____ _
Note: If the person signing above is an authorized agent for the property owner Include form B-62 signed by property owner.
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
2 REV. 04/22
Building Permit Inspection History Finaled
{city of
Carlsbad
Permit Type:
Work Class:
Status:
Scheduled
Date
06/20/2022
06/24/2022
PERMIT INSPECTION HISTORY for (CBC2022-0127)
BLDG-Commercial
Tenant Improvement
Application Date: 04/18/2022
Issue Date: 06/16/2022
Owner: LEGOLAND CALIFORNIA LLC
Subdivision: CARLSBAD TCT#94-09 UNIT#02
& 03
Closed -Finaled Expiration Date: 12/27/2022 Address: 1 LEGOLAND DR
IVR Number: 40064 CARLSBAD, CA 92008-4610
Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Start Date
06/20/2022
Status
BLDG-84 Rough 185202-2022 Partial Pass Chris Renfro
Combo(14,24,34,44)
Checklist Item
BLDG-Building Deficiency
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
Partial pass on structural for hood vent.
Need 8 x 11 sheet detailing new
attachments structurally from engineer.
06/24/2022 BLDG-44 18557 4-2022 Partial Pass Chris Renfro
Rough/Ducts/Dampers
Checklist Item COMMENTS
BLDG-Building Deficiency Smoke test on hood vent. OK to wrap
Re inspection Incomplete
Passed
No
No
Yes
Yes
Yes
Reinspection Incomplete
Passed
Yes
06/28/2022 06/28/2022 BLDG-44 185771-2022 Passed Chris Renfro Complete
Rough/Ducts/Dampers
Checklist Item COMMENTS
BLDG-Building Deficiency Hood Vent fire wrap. OK
06/30/2022 06/30/2022 BLDG-Final Inspection 186022-2022 Passed
Wednesday, August 10, 2022
Checklist Item
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
COMMENTS
Passed
Yes
Chris Renfro Complete
Passed
Yes
Yes
Yes
Yes
Yes
Page 1 of 1
DATE: 05-23-2022
JURISDICTION: Carlsbad
• nv
IN TE RWE ST
A U l'£bullt CO"'PANV
PLAN CHECK#.: CB-CBC2022-0127.RC1
PROJECT ADDRESS: 1 Legoland Drive
PROJECT NAME: Garden Restaurant-TI
□ APPLICANT
□ JURIS.
SET: II
k8J The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The check list transmitted herewith is for the applicant's information. The plans are being held at
lnterwest until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
k8J The applicant's copy of the check list has been sent to the jurisdiction at:
k8J lnterwest staff did not advise the applicant that the plan check has been completed.
D lnterwest staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Email:
Mail Telephone Fax In Person
0 REMARKS:
By: Erich A. Kuchar, P.E.
lnterwest
Received on: 05-16-2022
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
• lW
INTERWEST
A SAFEbuilf COMPANY
DA TE: 05-05-2022
JURISDICTION: Carlsbad
PLAN CHECK#.: CB-CBC2022-0127
PROJECT ADDRESS: 1 Legoland Drive
PROJECT NAME: Garden Restaurant-TI
SET: I
□ APPLICANT
□ JURIS.
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
IZI The check list transmitted herewith is for the applicant's information. The plans are being held at
lnterwest until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to the jurisdiction at:
D lnterwest staff did not advise the applicant that the plan check has been completed.
!ZI lnterwest staff did advise the applicant that the plan check has been completed.
Person contacted: Tony Kerleshi Telephone#: 619-358-9225
Date contacted: (by: ) Email: tony@bakerarchitecture.com
Mail Telephone Fax In Person
0 REMARKS:
By: Erich A. Kuchar, P.E.
lnterwest
Received on: 04-20-2022
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, Cal ifomia 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
PLAN REVIEW CORRECTION LIST
COMMERCIAL
PLAN CHECK#.: CB-CBC2022-0127 JURISDICTION: Carlsbad
OCCUPANCY: A-2 USE: Restaura n t
TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 100 sqft TI
ALLOWABLE FLOOR AREA: existin g STORIES: existing
HEIGHT: existing
SPRINKLERS?:
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 04-18-2022
DATE INITIAL PLAN REVIEW
COMPLETED: 05-05-2022
FOREWORD (PLEASE READ):
OCCUPANT LOAD: existing
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 04-20-2022
PLAN REVIEWER: Erich A. Kuchar, P.E.
This plan review is limited to the technical requirements contained in the California version of
the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy conservation, noise attenuation and access for
the disabled. This plan review is based on regulations enforced by the Building Department.
You may have other corrections based on laws and ordinances enforced by the Planning
Department, Engineering Department, Fire Department or other departments. Clearance from
those departments may be required prior to the issuance of a building permit.
Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2018 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
GENERAL
1. Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
a) Deliver all corrected sets of plans and calculations/reports directly to the
City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA
92008, (760) 602-2700. The City will route the plans to lnterwest and the
Carlsbad Planning, Engineering and Fire Departments.
OR;
b) Bring TWO corrected set of plans and calculations/reports to lnterwest,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-
1468. Deliver all remaining sets of plans and calculations/reports directly to
the City of Carlsbad Building Department for routing to their Planning,
Engineering and Fire Departments.
NOTE: Plans that are submitted directly to lnterwest only will not be
reviewed by the City Planning, Engineering and Fire Departments until
review by lnterwest is complete.
2. Plans may be submitted in electronic format, subject to the jurisdiction's
approval. If so, they must have restrictions removed from the security settings.
Electronic plans with restrictions to markups, printing, or stamping will not be
approved.
3.
4.
5.
Electronic plans must be submitted back to the jurisdiction's building department
and will then be routed to lnterwest. ONLY submit FULL complete and combined
sets of plans, uploading multiple single sheets will not be allowed. Make sure all
plans and calc packages, spec. reports, etc. are labeled clearly and can be read
what they are and WHAT SUBMITTAL they go with. DO NOT SEND documents
directly to lnterwest as they will not be accepted.
Provide item-by-item responses on an 8-1/2-inch by 11-inch sheet(s) clearly and
specifically indicating where and how each correction item has been addressed
(vague responses, such as "Done" or "See plans," are unacceptable).
Please provide a response list indicating where each correction item has been
addressed on the plans. I.e., specify the plan sheet, note, or detail number,
calculation page, etc., where the item is corrected on the plans.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans. Have changes been
made to the plans not resulting from this correction list?
Please indicate: □Yes □ No
6. The jurisdiction has contracted with lnterwest, located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact lnterwest. Thank
you.
BUILDING COMMENTS
Plan Check Engineer: Erich A. Kuchar, P.E. Set: I
7. None as submitted.
ELECTRICAL COMMENTS
8. None as submitted.
MECHCNIAL ANO PLUMBING COMMENTS
Plan Check Engineer: Martha McNicholas, P.E.
MECHANICAL (2019 CALIFORNIA MECHANICAL CODE)
Kitchen plans comments:
1. Please provide grease duct air velocity calculations. (Minimum 500 fpm,
Maximum 2,500 fpm) CMC 511 .2.
Set: I
2. Please provide a front section detail for the hood showing the relative
dimensioned locations for the hood, duct, ceiling, equipment and overhead
construction framing of the floor or ceiling detailing minimum clearances. Be
sure to describe the construction materials (combustible, limited combustible or
non-combustible) used adjacent to the hood and duct. CMC 507.3.
3. Please provide the wall construction behind the hood. NOTE: If the wall is
combustible (i.e. see table below), please either provide (1) an 18" clearance
between the hood and wall, (2) the hood manufacture installation instructions
allowing installation adjacent to combustibles, or (3) a clearance reduction design
per CMC 507.3.
i) NOTE: Fire rated gypsum board on wood studs is still considered a
combustible material per CMC & NFPA 96.
ii) Please see the following NFPA 96 table for assembly
classifications:
4. A duct shaft is required in all multistory buildings (i.e and in 1 story buildings with
rated roof/ceiling assemblies). Provide a shaft design complying with CMC 510.7
5. Devices that require penetration of a Type I hood or grease duct, such as pipe
and conduit penetration fittings and fasteners, shall be listed in accordance with
UL 710 or UL 1978. Please provide on plans seams, joints, and penetrations of
the hood enclosure shall comply with Section 508.3.2. Seams, joints, and
penetrations of the ductwork shall comply with Section 510.5.3.
6. Detail the slope (1/4"/fooUminimum) on the horizontal grease duct back towards
the hood. CMC 510.1.3
7. All grease exhaust fan terminations are required to have a minimum 5' clearance
from any combustible portion of the roof. Please address. CMC 510.9
8. It appears no space for servicing/maintained is being provided for the grease
exhaust fans per CMC 304. Please address.
9. The grease duct is required to have a minimum 1 0' from adjacent buildings and
the property. Please address. CMC 510.9.1
NOTE: If Halton listed double wall grease ducts will be used, please add the
following note to the mechanical plans:
Table 1 -Grease Duct and Building Heating Appliance Chimney Clearances
Duct Model Inner Diameter Outside Clearance to Clearance to
{ID) Diameter Combustibles Non-Combustibles
ow 5•.35· =ID 18" <1l o·
DW -2R 5'-16' ID +4 3/4" (2) o·
18' ID+4 1· (3) o·
OW • 2R TYPE HT 5'-16" ID+4 2" (4) o·
DW -3R 5"-24" ID +6 314• (S) o·
DW -32 5"-36" ID +6 o· ,e, o·
10. Regarding required cleanouts for horizontal and vertical grease ducts, please
address the following items per CMC 510.3.3:
a) Please show a cleanout out at any change in direction for all horizontal
grease ducts.
b) Vertical grease ducts require an access at the top. Please detail.
11 . Fire-extinguishing equipment shall include both automatic fire-extinguishing
systems as primary protection and portable fire extinguishers as secondary
backup. [NFPA 96:10.2.1]. CMC 513.2
Plumbing: No comments as submitted
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Erich A. Kuchar, P.E.
BUILDING ADDRESS: 1 Legoland Drive
BUILDING OCCUPANCY: A-2
BUILDING ~ Valuation
PORTION Mutiplier )
Tl 100
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb
j 1997 UBC Building Permit Fee 3
I .r.1.;:-;1::
I 1997 UBC Plan Check Fee
11'.l .rn:
By Ordinance
Type of Review: P Complete Review
r Repetitive Fee ~
~ Repeats
r Other
r Homy
EsGil Fee
~
Reg.
Mod.
PLAN CHECK#.: CB-CBC2022-0127
DA TE: 05-05-2022
VALUE ($)
1 ,
r Structural Only
$466.05,
Sheet 1 of 1
:0 □DD 7490 OPPORTUNIY RD., STE 3500
SAN DIEGO, CA 92111
& ASSOCIATES (619) 260-0057
CONSULTING ENGINEERS
STRUCTURAL CALCULATIONS
FOR
GARDEN RESTAURANT -LEGOLAND
CLIENT=
DA TE ISSUED=
BAKER ARCHITECTURE
03-28-2022
CBC2022-0127
1 LEGOLAND DR
GARDEN RESTAURANT: ADD NEW TYPE 1 HOOD AND
COOKING EQUIPMENT (100 SF) COM-Tl
2111000900
4/18/2022
CBC2022-0127
-Title Block Line 1
You can change this area
using the 'Settings' menu item
and then using the 'Printing &
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Title Block Line 6
Project Title:
Engineer:
Project ID:
Project Descr:
Printed 28 MAR 2022, 3·57PM
Steel Beam SoftwaecopyrightENERCALC, INC.1983-....
DESCRIPTION: (E) STEEL HEADER
CODE REFERENCES
Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Analysis Method : Allowable Strength Design
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Bending Axis : Major Axis Bending
O{O r
( ,., W8~18
Span = 13.50 ft
Fy : Steel Yield :
E: Modulus:
:
50.0 ksi
29,000.0 ksi
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width= 2.0 ft, (ROOF DL+LL)
Uniform Load : D = 0.0160 ksf, Tributary Width = 7.0 ft, (WALL DLL)
Point Load : D = 0.1375 k@ 0.0 ft, (MECH UNIT)
DESIGN SUMMARY
Maximum Bending Stress Ratio =
Section used for this span
Ma : Applied
Mn / Omega : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.107: 1
W8x18
4.554 k-ft
42.415 k-ft
+D+Lr+H
6.750ft
Span# 1
Maximum Shear Stress Ratio =
Section used for this span
Va: Applied
Vn/Omega : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
0.017 in Ratio=
0.000 in Ratio=
0.084 in Ratio=
0.000 in Ratio=
9,683>=360
0 <360
1938 >=180
0 <180
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios Summary of Moment Values
Segment Length Span# M V Mmax+ Mmax -Ma Max Mnx Mnx/Omega Cb
+D+H
Dsgn. L = 13.50 ft 0.086 0.029 3.64 3.64 70.83 42.42 1.00
+D+L+H
Dsgn. L = 13.50 ft 0.086 0.029 3.64 3.64 70.83 42.42 1.00
+D+Lr+H
Dsgn. L = 13.50 ft 0.107 0.036 4.55 4.55 70.83 42.42 1.00
+D+S+H
Dsgn. L = 13.50 ft 0.086 0.029 3.64 3.64 70.83 42.42 1.00
+D+0.750Lr+0.750L +H
Dsgn. L = 13.50 ft 0.102 0.034 4.33 4.33 70.83 42.42 1.00
+D+O. 750L +O. 750S+H
Dsgn. L = 13.50 ft 0.086 0.029 3.64 3.64 70.83 42.42 1.00
+D+0.60W+H
Dsgn. L= 13.50ft 0.086 0.029 3.64 3.64 70.83 42.42 1.00
+D+O. 750Lr+O. 750L +0.450W+H
Dsgn. L = 13.50 ft 0.102 0.034 4.33 4.33 70.83 42.42 1.00
+D+O. 750L +0.750S+0.450W+H
Dsgn. L = 13.50 ft 0.086 0.029 3.64 3.64 70.83 42.42 1.00
Rm
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Design OK
0.036 : 1
W8x18
1.349 k
37.444 k
+D+Lr+H
0.000 ft
Span# 1
Summary of Shear Values
Va Max Vnx Vnx/Omega
1.08 56.17 37.44
1.08 56.17 37.44
1.35 56.17 37.44
1.08 56.17 37.44
1.28 56.17 37.44
1.08 56.17 37.44
1.08 56.17 37.44
1.28 56.17 37.44
1.08 56.17 37.44
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Steel Beam ... .
DESCRIPTION: (E) STEEL HEADER
Load Combination
Segment Length
Max Stress Ratios
Span # M V
-+-0.60D-+-0.60W•-0.60H
Dsgn. L = 13.50 ft
+D-+-0.70E-+-0.60H
Dsgn. L = 13.50 ft
+D-+-0.750L-+-0.750S-+-0.5250E+H
Dsgn. L = 13.50 ft
-+-0.60D-+-0.70E+H
0.052
0.086
0.086
Dsgn. L = 13.50 ft 1 0.052
Overall Maximum Deflections
Load Combination Span
+D+Lr+H 1
Vertical Reactions
Load Combination Support 1
Overall MAX1mum 1.487
Overall MINimum 0.270
+D+H 1.217
+D+L+H 1.217
+D+Lr+H 1.487
+D+S+H 1.217
+D-+-0.750Lr-+-0.750L+H 1.419
+D-+-0.750L-+-O. 750S+H 1.217
+D-+-0.60W+H 1.217
+D-+-0. 750Lr-+-O. 750L-+-0.450W+H 1.419
+D-+-0.750L-+-0.750S-+-0.450W+H 1.217
-+-0.60D-+-0.60W-+-0.60H 0.730
+D-+-0.70E-+-0.60H 1.217
+D-+-0. 750L-+-0.750S-+-0.5250E+H 1.217
-+-0.60D-+-0.70E+H 0.730
DOnly 1.217
Lr Only 0.270
HOnly
0.017
0.029
0.029
0.017
Max.'-" Defl
0.0836
Support 2
1.349
0.270
1.079
1.079
1.349
1.079
1.282
1.079
1.079
1.282
1.079
0.648
1.079
1.079
0.648
1.079
0.270
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1e:
Softwaa copyright ENERCALC, INC. 1983-2020, Bulld:12.20.8.24
I • ti . . . .
Summary of Moment Values Summary of Shear Values
Mmax + Mmax-Ma Max Mnx Mme/Omega Cb Rm Va Max Vnx Vnx/Omega
2.19 2.19 70.83 42.42 1.00 1.00 0.65 56.17 37.44
3.64 3.64 70.83 42.42 1.00 1.00 1.08 56.17 37.44
3.64 3.64 70.83 42.42 1.00 1.00 1.08 56.17 37.44
2.19 2.19 70.83 42.42 1.00 1.00 0.65 56.17 37.44
Location in Span Load Combination Max. "+" Defl Location in Span
6.789 0.0000 0.000
Support notation : Far left is #1 Values in KIPS
..
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General Beam
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Printed. 28 MAR 2022. 3 57PM
I :
Softwn ~ ENERCALC, INC. 1983-2020, Bulld:12.20.8.24
I • I • I•• • . • ' . • . •
DESCRIPTION: (E) T JI w/ (N) HOOD
General Beam Properties
Elastic Modulus 29,000.0 ksi
Span #1 Span Length = 19.0 ft Area=
D (0.1375)
D (0.06) Lr(0.08)
Span = 19.0 ft
10.0 in•2 Moment of Inertia =
D(0.1375)
100.0 in•4
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width= 4.0 ft, (ROOF DL +LL)
Point Load : D = 0.1375 k @ 10.0 ft, (HOOD)
Point Load : D = 0.1375 k @ 16.666 ft, (HOOD)
DESIGN SUMMARY
Maximum Bending =
Load Combination
Span # where maximum occurs
Location of maximum on span
Maximum Deflection Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
7.120 k-ft
+D+Lr+H
Span# 1
9.975ft
0.082 in
0.001 in
0.159 in
0.001 in
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Segment Length Span# M V Mmax +
Overall MAXimum Envelope
Dsgn. L = 19.00 ft 7.12
+D+H
Dsgn. L = 19.00 ft 352
+D+L+H
Dsgn. L = 19.00 ft 3.52
+D+Lr+H
Dsgn. L = 19.00 ft 7.12
+D+S+H
Dsgn. L = 19.00 ft 3.52
+D+0.750Lr+0.750L +H
Dsgn. L = 19.00 ft 6.22
+D+0.750L +O. 750S+H
Dsgn. L = 19.00 ft 3.52
+D+0.60W+H
Dsgn. L = 19.00 ft 3.52
+D+O. 750Lr+O. 750L +0.450W+H
Dsgn. L = 19.00 ft 6.22
+D+O. 750L +0.750S+0.450W+H
Dsgn. L = 19.00 ft 3.52
+0.60D+0.60W+0.60H
Dsgn. L = 19.00 ft 2.11
+D+0.70E+0.60H
Dsgn. L = 19.00 ft 3.52
+D+O. 750L +0.750S+0.5250E+H
Dsgn. L = 19.00 ft 3.52
+0.60D+0.70E+H
Dsgn. L = 19.00 ft 2.11
Maximum Shear =
Load Combination
Span# where maximum occurs
Location of maximum on span
2796
176167
1436
316830
Summary of Moment Values
Mmax -Ma-Max Mnx
7.12
3.52
3.52
7.12
3.52
6.22
3.52
3.52
6.22
3.52
2.11
3.52
3.52
2.11
(k-ft)
Mnx/Omega Cb Rm
1.523 k
+D+Lr+H
Span# 1
19.000 ft
Shear Values (k)
Va Max Vnx Vnx/Omega
1.52
0.76
0.76
1.52
0.76
1.33
0.76
0.76
1.33
0.76
0.46
0.76
0.76
0.46
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General Beam .. , .
DESCRIPTION: (E) T JI w/ (N) HOOD
Overall Maximum Deflections
Load Combination
+D+Lr-+H
Vertical Reactions
Load Combination
Overall MAXimum
Overall MINimum
+D-+H
+D+L-+H
+D+Lr-+H
+D+S-+H
+D+O. 750Lr+0.750L-+H
+D+O. 750L +0.750S-+H
+D+0.60W-+H
+D+O. 750Lr+O. 750L +0.450W-+H
+D+O. 750L +O. 750S+0.450W+H
+0.60D+0.60W+0.60H
+D+O. 70E+0.60H
+D+O. 750L +O. 750S+0.5250E-+H
+0.60D+0.70E+H
DOnly
Lr Only
L Only
SOnly
WOnly
EOnly
HOnly
Span
Support 1
1.41 2
0.652
0.652
1.412
0.652
1.222
0.652
0.652
1.222
0.652
0.391
0.652
0.652
0.391
0.652
0.760
Max.·-· Defl
0.1587
Support 2
1.523
0.763
0.763
1.523
0.763
1.333
0.763
0.763
1.333
0.763
0.458
0.763
0.763
0.458
0.763
0.760
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Location in Span Load Combination
9.595
Support notation : Far left is #1
Printed. 28 MAR 2022. 3:57PM
1e:
Softwn~ENERCALC, INC. 1983-2020, Build:12.20.8.24
Max.'+' Defl
0.0000
Values in KIPS
I • t t . • • • . •
Location in Span
0.000
•
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Hanging Mechanical Unit -Lateral Analysis
Project: Garden Restaurant -Lego/and
Mechanical Dimensions
H=
W=
L=
Ceiling height
Seismic Loads
Fp = 0.4ap;:sWp (l + Z( -;))
Ip
6.00 ft
1.66 ft
7.67 ft
15 ft
0.849 g
550 lbs
2.5
6.0
15
15
1.00
747.12 lbs
140 lbs
Tension Cable
Force=
Force Per Side=
Tensi on=
USE 1/4" TENSION CABLE
Capacity=
Dead Load of Unit
Seismic load
Total Verical load
Anchorage
Tension Capacity of Simpson 'DTT2Z'
233 lbs
117 lbs
121 lbs
1000 lbs
138 lbs
32 lbs
170 lbs
1600 lbs
1600 lbs
!Fp=
>
OK
>
OK
per ASCE7-16 (13.3-1)
per ASCE7-16 Table 13.6-1
per ASCE7-16 Table 13.6-1
233 lbs
121 lbs
170. lbs