HomeMy WebLinkAbout2173 Salk Ave; ; CBC2018-0436; Permit( City of
Carlsbad
Commercial Permit
Print Date: 06/05/2019 Permit No: CBC2018-0436
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
2173 Salk Ave
BLDG-Commercial
2120210700
$48,000.00
B/ A3
Work Class: New
Lot#:
Reference#:
Construction Type:
Bathrooms:
Orig. Plan Check#:
Status:
Applied:
Issued:
Permit
Finaled:
Inspector:
Closed -Finaled
07/31/2018
12/18/2018
PBurn
Plan Check#:
Final
Inspection: 6/5/2019 10:0UOAM
Project Title:
Description: VENT ANA: 188 SF PRE-FAB CONTAINER FOR COFFEE & PACKAGED FOOD SALE/ 203 SF PATIO COVER
Applicant: Owner: Contractor:
WARE MALCOMB ARCHITECTS
ANDY DZULYNSKY
BROOKWOOD C:: BI LLC SP WHITE CONSTRUCTION !NC
858-638-7277
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
138 Conant St
Beverly, MA 01915-1665
978-720· 7500
ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-COMMERCIAL
Total Fees: $941.88 Total Payments To Date: $941.88
2524 Gateway Rd
Carlsbad, CA 92009-1742
760-931-1130
Balance Due:
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 timely 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 cap~city 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.
$0.00
1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
$393.20
$275.24
$43.00
$170.00
$45.00
$2.00
$13.44
•
JTHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMrr ISSUANCE: □PLANNING □ENGINEERING □BUILDING □FIRE □HEALTH OHAZMATIAPCD
(city of Building Permit Application . Plan Check No.('p,r ,.,"" J 9-. _ lflf.'~&J
1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 1V , c;,: /\/V'l . -
Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit . I
email: building@carlsbadca.gov
www.carlsbadca.gov Date 7-/ 131 I /f'l,
JOB ADDRESS 2173 Salk Ave, SUITEI/SPACEf/UNITf IAPN 212 N/A -021 -07 -00
CT/PROJECT# l'OT# 1•=d I" o~;z I# BEO~;;' #BATHRvvMS I TENANT BUSINESS NAME I CON~:;" 1 ·s,;i' N/A Brookwood Financial
DESCRIPTION OF WORK: Include Square Feet of Affected Atea(s)
NEW PREFABRICATED CONTAINER INSTALLATION FOR FUTURE COFFEE/ PACKAGED FOOD SALE/ CONSUMPTION, NEW
ELECTRIC AND WATER/ SEWER SERVICE. REMOVE LANDSCAPE FOR NEW CONCRETE SLAB. PROJECT INCLUDES 188 SF.
PREFABRICATED CONTAINER AND ADJACENT 203 SF. CANOPY.
EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I IAIR CONDITIONING I FIRE SPRINKLERS
Landscape Coffee Kiosk NIA NIA N/A YESO NofZJ vesONo[l] v,s□No[l]
APPLICANT NAME Andy Dzulynskv PROPERTY OWNER NAME Brookwood Financial Partners, LLC Primary Contact
ADDRESS ADDRESS 6363 Greenwich Dr, 2175 Salk Ave, ste. 180
C1TY STATE ZIP CITY STATE ZIP San Diego CA 92122 Carlsbad CA 92008
PHONE
(858) 500-4608 1"" PHONE I"" (760) 494-9620
EMAIL EMAIL adzulvnsk waremalcomb,com mmcafeeililbrookwoodfinancial.com
DESIGN PROFESSIONAL Matt Bradv CONTRACTOR BUS. NAME White Construction
ADDRESS ADDRESS 6363 Greenwich Dr. 2524 Gateway Rd,
CITY STATE ZIP CITY STATE ZIP San Dieno CA 92122 Carlsbad CA 92010
PHONE
18581 638-7277 l'AX 18581 638-7506
PHONE
1760} 931-1130 l'AX
EMAIL EMAIL adzulvnsk.,IR!waremalcomb.com randy(!ilwhiteconstructioninc,com I STATE LIC.E27388 STATE LlC.# !°'ASS ICflY~tfu'R 12.0'.?3 452513
(Sec. 7031.5 Business and Professions Code: My City or County whtch requires a permit to construct. alter, Improve, demolish or repair any structure, pnor to Its Issuance, also requires the appUcant for such permit to file a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's license Law JChapter"9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he Is exem_12:t therefrom, and the basis for the alleged exemption. Any violation of Section 031.5 by any applicant for a permit subjects the applicant to a clvll penalty of not more than five hundred dollars l$500)).
WORKERS' COMPENSATION
Workers' Compensation Dtclaratlon: I hereby affirm under penalty of perjury one of the fol/owing declerations: D I have and wlll maintain a certificate of consent to self-Insure for workers' compensaUon as provided by Section 3700 of the labor Code, for the performance of the work for which this pennit is Issued. IXJ I have and wlll maintain workers' compensation, as reciuired by Section 3700 of lhe labor Code, for the performance of the work for which this permit is Issued. My workers' compensation insurance carrier and policy
numberare, lnsuranceeo.Benchmark Commercial Insur. Serv Poley No. 7600014158181 Expiration Dale 01/01/2019
]]!!§,section need not be completed if the permit Is for one hundred doUars ($100) or less. LJ Certificate of Exemption: I certify that In the peffonnance of the work for which this permit is Issued, I shall no! employ any person In any manner so as to become subject to the Workers' Compensatk:m Laws of
California. WARNING: Fallure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and clvil fines up to one hundred thousand dollars (&100,000), In
addition to the cost of compensation, damages as provided for In Section 3706 of the labor code, Interest and attomey's fees.
15coNTRACTORSIGNATURE ~ □AGENT DATE 07/30/2018
OWNER-BUILDER DECLARATION
I hereby afflrm that I sm exempt from Confract«'s Ucense Law for the following reason: D I, as owner of the property or my employees wilh wages as thelr sole compensation, wilt do the work and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
license law does not apply to an owner of property who Dllikls or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for _J sale. If, however, the bufldlng or Improvement Is 50kt within one year of completion, the owner-txiilderwlll have the OOrden of proving that he did not build or Improve for the purpose of sale).
~ l, as owner of the property, am exclusively contracting with Hcensed contractors lo 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 conlra:ts for such projects with contractor(s) licensed pursuant to the Contractors Ucanse Law).
□ I am exempt under Section, ____ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. 0Yes 0No
2. I (have/ have nol) signed an applicallon ror a building penntt for the proposed work.
3. I have contracted with the lollowlng person (firm) to provide the proposed conslrOctlon (lndude name address/ phone I contractors' license number):
4. I plan to provide portklns of the work, bul I have hired the following person to coordinate, supervise and provide the major work (include name I address/ phone/ contractors' license number):
5. I wm provide some of the work, but I have contracted {hired) the following persons to provide the work indicated Qnclude name/ address/ phone I type of work):
65 PROPERTY OWNER SIGNATURE DATE
g 0
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY
Is !_he applicant or future buHding occupant required to submit a business plan, acute~ hazardous materials registration fonn or risk management and prevention program under Sections 25505, 25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Acl? □ Yes □ No
Is U,e applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
I ceftify that I have read the application and state that the above fnfonnation Is coned.and that the lnfonnation on the plans Is accurate. I agn,e to comply with all CH¥ oo:linances and State laws relating to building construction.
I heleby au1horize representative of the City of Carlsbad to enter upon the above mentioned propertyfori1speclion purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD
Aflo'JNST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AG.<JNST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0' deep and demolilKln or oonstruction of sb'Uctures over 3 stories in heighl
EXPIRATION: Every permit issued by lhe Building Official underlhe provisions of this Code shall expire by limitation and become null and void if the building orv.ork authorized by such permit is not commenced within
180 days from the date of such pennlt or if the buildina or work authorized by such perrrit is suspended orabarooned at anytirre after the work is oonvnenc:ed for a period of 180 days (Section 106.4.4 Uniform Building Code). ft!;SS 2S APPLICANT'S SIGNATURE DATE 07/20/2018
PERMIT INSPECTION HISTORY REPORT (CBC2018-0436)
Permit Type: BLDG-Commercial Application Date: 07/31/2018 Owner: BROOKWOOD C B I LLC
Work Class: New Issue Date: 12/18/2018 Subdivision:
Status: Closed -Finaled Expiration Date: 10/15/2019 Address: 2173 Salk Ave
Carlsbad, CA 92008-7354
IVR Number: 12903
Scheduled Actual
Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Relnspection Complete
03/18/2019 0311812019 BLDG-11 086325-2019 Cancelled Michael Collins Reinspection Complete
Foundatlon/Ftg/Pler
s (Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Cancelled per contractor No
03/19/2019 03/19/2019 BLDG-11 086473-2019 Passed Michael Collins Complete
Foundatlon/Ftg/Pier
s (Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Cancelled per contractor No
BLDG-Building Deficiency Footing/steel only. Yes
04/06/2019 04/05/2019 BLDG-81 088053-2019 Passed Paul Burnette Complete
Underground
Combo{11,12,21,31)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No
BLDG-11 Foundation-Ftg-Piers No
(Rebar)
BLDG-12 Steel-Bond Beam No
BLDG-21 No
Underground-Underfloor
Plumbing
BLDG-31 No
Underground-Conduit Wiring
04/17/2019 04/17/2019 BLDG-11 089164-2019 Passed Paul Burnette Complete
Foundatlon/Ftg/Pler
11 (Rebar)
Checklist ltem COMMENTS Passed
BLDG-Building Deficiency No
06/06/2019 06/05/2019 BLDG-Final 093829-2019 Paaaed Paul Burnette Complete
Inspection
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-Plumbing Final Yes
BLDG-Mechanical Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
June 06, 2019 Page 1 of1
DATE: Dec. 10, 2018
JURISDICTION: Carlsbad
PLAN CHECK#.: CBC2018-0436
PROJECT ADDRESS: 2173 Salk Ave
PROJECT NAME: Coffee Vendor
✓• EsG1I
A SMEbu1lt Comp.:iny
SET: IV
□ APPLICANT
_5VJURIS
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil
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:
Andy Dzulynsky
~ EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted:~lynsky Telephone#: (858)500-4608
Date contacted: ~~0 ) Email: adzulynsky@waremalcomb.com
Mail Telephone Fax 1!3"Person ~\1/'
~ REMARKS: Attention Mike Peterson: Applicant has attached an email you explaining you
will work with DEH for mechancial and plumbing approval. The plans re being sent back to the
City per the Cities' Request. Mechancial has not been checked.
By: Dwight Ashman
EsGil
11/30/18
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
DATE: 11/07/2018
JURISDICTION: Carlsbad
PLAN CHECK#.: CBC2018-0436
PROJECT ADDRESS: 2173 Salk Ave
PROJECT NAME: Coffee Vendor
✓• EsG1I
!, SAH:bu1lt Company
SET: III
□ APPLICANT
□ JURIS.
D 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 building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
IZ] The check list transmitted herewith is for your information. The plans are being held at EsGil
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.
IZ] The applicant's copy of the check list has been sent to:
Andy Dzulynsky
D EsGil staff did not advise the applicant that the plan check has been completed.
IZ] EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Andy Dzulynsky Telephone#: (858)500-4608
Date contacted: 11 ji I~ (by:1 8 Email: adzulynsky@waremalcomb.com
Telephone Fax In Person
By: Dwight Ashman
EsGil
10/30/2018
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
PLUMBING AND MECHANICAL COMMENTS
PLAN REVIEW NUMBER: cbclS-0436 SET: III
PLAN REVIEWER: Eric Jensen/Connor Reuss
NOTE: All previous comments are italicized and all updated EsGil plumbing and mechanical
comments are bolded.
PLUMBING (2016 CALIFORNIA PLUMBING CODE)
1. The project scope of work on the first page mentions, " ... new water/ sewer
service." No plumbing plans were provided. Please address I Regarding the
plumbing design, please address the following items:
• CPC Section 713.5 states that no permit shall be issued to a private
disposal system in which a connection into a public sewer is
available. Please provide Building Official approval override this
CPC requirement or provide complete waste and vent design that
connects into the public sewer.
• For the water design, please provide the following items:
► Specify that the hose bibb connection is at least ¾" for the
coffee water supply.
► Provide a shut off valve at the point of connection.
► Provide a backflow preventer at the point of connection.
► To minimize any future problems, provide a letter from the
business, whose hose bibb you propose to tap into, approving
the use of their water.
MECHANICAL (2016 CALIFORNIA MECHANICAL CODE)
2. No plumbing or mechanical shown installed to the container? If habitable, review
CBC 1204.1. If mechanical heated, energy is required. I Per phone
conversation, a small unit heater is to be used to satisfy the requirement per
CBC 1204.1. Please specify where on the plans this is outlined. Also, the
mechanical heater must be factored into the Title 24 energy calculations. I
Please provide complete Title 24 energy calculations that address the
proposed electric unit heater.
Note: If you have any questions regarding this Plumbing and Mechanical plan review
list please contact Eric Jensen/Connor Reuss at (858) 560-1468. To speed the review
process, note on this list (or a copy) where the corrected items have been addressed on
the plans.
NOTE: The items listed below are from the previous correction list. These
remaining items have not been adequately addressed. The numbers of the items
are from the previous check list and may not necessarily be in sequence. The
notes in bold font are current.
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:
1. 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 EsGil and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 EsGil only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
ADDITIONAL
3. See attached for PME items.
To speed up the review process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
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
The jurisdiction has contracted with EsGil, 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 Dwight Ashman at Esgil. Thank you.
DATE: 10/09/2018
JURISDICTION: Carlsbad
PLAN CHECK#.: CBC2018-0436
PROJECT ADDRESS: 2173 Salk Ave
PROJECT NAME: Coffee Vendor
✓• EsG1I
t, Sf,f"T~)uilt Currn:,_;ny
SET: II
.. -·· ·---------
□ APPLICANT
□ JURIS.
D 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 building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
IZ] The check list transmitted herewith is for your information. The plans are being held at EsGil
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.
IZ] The applicant's copy of the check list has been sent to:
Andy Dzulynsky
D EsGil staff did not advise the applicant that the plan check has been completed.
IZ] EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Andy Dzul~ky Telephone#: (858)500-4608
/<A., (b~jl Email: adzulynsky@waremalcomb.com
Ma· Fax In Person
0 REMARKS:
By: Dwight Ashman
EsGil
10/02/2018
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
NOTE: The items listed below are from the previous correction list. These
remaining items have not been adequately addressed. The numbers of the items
are from the previous check list and may not necessarily be in sequence. The
notes in bold font are current.
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:
2.
1. 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 EsGil and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 EsGil only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
PLANS
Please verify that the eJEisting grill is suitable to be installed beneath a
oombustible overhead. Please pro•~ide installation instruotions and listing
information, to verify olearanoes.'hood requirements. If this is an unlisted
applianoe it oannot be below the oanopy. CMG 924.0
The entry door to the kiosk appears to have a step up from the finished
grade that exceeds the allowable transition (CBC11 B-303). Although plans
indicate that this will be a shell building, it might be an easier fix at the
initial construction phase; instead of waiting to address at Tl submittal.
ADDITIONAL
3. See attached for PME items.
To speed up the review process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
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
The jurisdiction has contracted with EsGil, 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 Dwight Ashman at Esgil. Thank you.
PLUMBING AND MECHANICAL COMMENTS
PLAN REVIEW NUMBER: cbclS-0436 SET: II
PLAN REVIEWER: Eric Jensen/Connor Reuss
NOTE: All updated EsGil plumbing and mechanical comments are bolded.
PLUMBING (2016 CALIFORNIA PLUMBING CODE)
1. The project scope of work on the first page mentions, " ... new water/ sewer
service." No plumbing plans were provided. Please address
MECHANICAL (2016 CALIFORNIA MECHANICAL CODE)
2. No plumbing or mechanical shown installed to the container? If habitable, review
CBC 1204.1. If mechanical heated, energy is required. I Per phone
conversation, a small unit heater is to be used to satisfy the requirement
per CBC 1204.1. Please specify where on the plans this is outlined. Also,
the mechanical heater must be factored into the Title 24 energy
calculations.
Note: If you have any questions regarding this Plumbing and Mechanical plan review
list please contact Eric Jensen/Connor Reuss at (858) 560-1468. To speed the review
process, note on this list (or a copy) where the corrected items have been addressed on
the plans.
'
•
DATE: 08/13/2018
JURISDICTION: Carlsbad
PLAN CHECK#.: CBC2018-0436
PROJECT ADDRESS: 2173 Salk Ave
PROJECT NAME: Coffee Vendor
✓• EsG1I
SET: I
□ APPLICANT
□ JURIS.
D 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 building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at Es Gil
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.
~ The applicant's copy of the check list has been sent to:
Andy Dzulynsky
D EsGil staff did not advise the applicant that the plan check has been completed.
~ EsGil staff did advise the applicant that the plan check has been completed.
ndy Dzu~ky Telephone#: (858)500-4608
.,.c.1..,+--1:1..J lLt (b~ ) Email: adzulynsky@waremalcomb.com
Mail Fax In Person
By: Dwight Ashman
EsGil
08/02/2018
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
•
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK#.: CBC2018-0436
OCCUPANCY: B
TYPE OF CONSTRUCTION: VB
ALLOWABLE FLOOR AREA:
SPRINKLERS?: No
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 07/31/2018
DATE INITIAL PLAN REVIEW
COMPLETED: 08/13/2018
FOREWORD (PLEASE READ):
JURISDICTION: Carlsbad
USE: Coffee shop
ACTUAL AREA: 188s.f.
STORIES: 1
HEIGHT: 8
OCCUPANT LOAD: 2
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 08/02/2018
PLAN REVIEWER: Dwight Ashman
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 2016 CBC, which adopts the 2015 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 2015 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:
1. 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 EsGil and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 EsGil only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
PLANS
2. Please verify that the existing grill is suitable to be installed beneath a
combustible overhead. Please provide installation instructions and listing
information, to verify clearances/hood requirements. If this is an unlisted
appliance it cannot be below the canopy. CMC 924.0
3.
4.
5.
ADDITIONAL
See attached for PME items.
To speed up the review process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
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 D No
6. The jurisdiction has contracted with EsGil, 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 Dwight Ashman at Esgil. Thank you.
ELECTRICAL and ENERGY COMMENTS
PLAN REVIEWER: Eric Jensen
PLUMBING (2016 CALIFORNIA PLUMBING CODE)
MECHANICAL (2016 CALIFORNIA MECHANICAL CODE)
1. No plumbing or mechanical shown installed to the container? If habitable, review
CBC 1204.1. If mechanical heated, energy is required.
ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE)
2. I'm not sure what happens at the canopy to the feeders to K1 & K2. If a junction
box is proposed, include detailing (including a grounding electrode).
3. Include clearance squares at both panelboards detailing the minimum area in
front of the panels that must remain clear. (Circuiting appears to suggest
shelfing).
4. The canopy lights are specified as 120 volt however they are circuited to a
277/480 volt panel. Please review.
5. Include the grounding electrode system design for the container: Electrodes and
conductor sizing.
Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and
Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the
review process, note on this list (or a copy) where the corrected items have been
addressed on the plans.
/DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Dwight Ashman
BUILDING ADDRESS: 2173 Salk Ave
BUILDING OCCUPANCY:
I BUILDING AREA Valuation
'PORTION ( Sq. Ft.) Multiplier
Kiosk Citv Est
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code CB By Ordinance
1997 USC Building Permit Fee ...
1997 UBC Plan Check Fee , •
Type of Review:
0 Repetitive Fee ········· Repeats ...
Comments:
Complete Review
0 Other
D Hourly
EsGII F-
PLAN CHECK#.: CBC2018-0436
DATE: 08/13/2018
Reg. VALUE ($)
Mod.
48,000
48,000
D Structural Only
1-------11 Hr @ • $240.1&1
Sheet 1 of 1
STRUCTURAL CALCULATIONS
VENTANA CONTAINER & SHADE STRUCTURE
PROJECT: 2175 SALK AVENUE
CARLSBAD, CA 92008
DESIGN ASSUMPTIONS:
CONCRETE STRENGTH AT TWENTY EIGHT DAYS:
MASONRY: GRADE "N" CONCRETE BLOCK F' M =
MORTAR: TYPE S 1,800 PSI
GROUT: 2000PSI
REINFORCING STEEL: A-615 GRADE 40:
GRADE 60:
STRUCTURAL STEEL: A-36
LUMBER: DOUGLAS FIR-LARCH
JOISTS #2
BEAMS AND POSTS #2
2500 ______ PSI
N/A ______ PSI
#4 AND LESS (U.O.N.)
#5 AND LARGER
STUDS STUD OR BETTER
SEISMIC FORCE: Sds=O. 76 REPORT BY:
WIND FORCE: l l O MPH EXP C REPORT NO.:
PLAN CHECK CALCS:
-REMOVED SHADE STRUCTURE,
-FENCE HSS & FON CALCS
CBC MINIMUM
N/A
-------
-CALCS FOR CONTAINER WITH OPENINGS
~HTK
STRUCTURAL ENGINEERS, LLP
sm ""'""' 1so~ ~
~'S!f;JEI
RECEIV mt.Ji
Of-€~ i ~01;0 ~
CITY OF CARLSBAD
BUILDING DIVISION
These calculations are limited only to the items included herei
other portion of the structure by this office. These calculations
a wet stamp and signature of the Engineer of Record.
CBC2018-0436
2173 SALK AVE
18-586 rd
San Dle10 • 14288 Danielson Street, Sult,# ZOO, Pow
VENT ANA: 188 SF PRE-FAB CONTAINER FOR COFFEE &
PACKAGED FOOD SALE/ 203 SF PATIO COVER
2120210700
10/1/2018
CBC2018-0436
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Loads: LC 3, D+Easd
Solution: Envelope
Horowitz Taylor Kushkaki
roeld
M4
Sept 12, 2018 at 11 :34 AM
container frame MF-2 bot HSS.r3d
Company Horowitz Taylor Kushkaki
Designer . roeld
Job Number:
Joint Coordinates and Temperatures
Label X lftl
1 N1 1.5
2 -__ -• M') ------7.5
3 N3 1.5
4 N4 ~ ---7.5
5 N5 0
6 N6 . ----9
Joint Boundary Conditions
Y lftl Z lftl
8 0
---8 0
0 0
--0 -0 _-
0 0
-I -0 ---0
--
--
Sept 12, 2018
11:35 AM
Checked By:
Temn IFl Detach From Dian ...
0
0 --
0
0 --
0
0 -
Joint Label X k/in Z k/in X Rot. k-fVrad Y Rot. k-fVrad Z Rot. k-fVrad
1
2
N5
N6
Reaction
'Reaction
Member Primary Data
Label I Joint J Joint
1 M1 N1 N2
2 M2 N3·· N1 •
3 M3 N4 N2
4 M4 -N5 N6
Reaction Reaction
Reill tioh-
K Joint Rotate1d--Section/Sha"e Desinn List
Ton HSS Tube
' Vert HSS Tul:ie
Vert HSS Tube
' --,:, :,'· BotHSS Tube ---
Hot Rolled Steel Design Parameters
Label Shane Lennthl ... Lb•••'ftl Lbzzlftl Lcomn ton .. .Lcomn bot... K•--
1 M1 Ton HSS 6
2 --M2 VArt Hs:t$. '·,r-c_ 7 .'' .-·, .. -: ---
3 M3 Vert HSS 8
4. M4 BotHSS 9 ;-; . ,., .·-----.. -
Basic Load Cases
Tune Material Desian R. ..
Beam A500 46 Tvoical g ....... -Ai::n/\ 46 -Tunj""'
Beam A500 46 Tvoical
Beam A500.46-T••nical
Kzz Cm-"" Cm-zz Cb vswa• ZSW8"
----
. -----
BLC Oescrintion Cat=~• X Graviru Y Gravitv Z Gravitv Joint Point Distribut..Area IM ... Surface ...
1 DL None -1 1 z -----Lti,c;" , .. . •.,, ~ ·, ·:·• Nohe · ,,-;-;-_-.. :.,.,---: ~ --·_.·_ 1 --
3 EL None 1
Joint Loads and Enforced Displacements (BLC 3 : EL}
Joint Label LDM Direction k k-ft in rad k*sA2Jft
1 N1 L X .665
Member Point Loads
Member Label Directk>n Location ft %
RISA-3D Version 5.0c (\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risa\container frame MF-2 bot HSS.r3d] Page 1
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Member Distributed Loads (BLC 1 : DL)
Member ... Direction
1 M1 y
Member Distributed Loads (BLC 2 : Lr)
Member ... Direction
1 M1 y
Load Combinations
Sept 12, 2018
11:35 AM
Checked By:
Start Locatio ... End Locatio ...
0 0
Start Locatio ... End Locatio ...
0 0
Descriation So .. P ... S ... BLCFae .. BLCFae .. BLCFae .. BLCFae .. BLCFac .. BLCFae .. BLCFae .. BLCFae ...
1 D Yes 1 1
2 D+Lr . ·.··. .. ••· !Yes I . ·. 1 1 2 I 1 .
3 D+Easd Yes 1 1 3 1
4 ·. D+0,15E+0.76Lr ... ns 1 1 2 .75 3 .75 . ..
Envelope Member Section Deflections
Member Sec x linl le v linl le z linl le x Rotate r, ... le nl Uv Ratio le n\ Uz Ratio le
1 M1 1 max .383 3 -.002 3 0 1 0 1 NC 3 NC 1
2· '._.:'·-min . !O . . j .. -.004 2 0 1 0 . 1 NC 2 NC 1
3 2 max .383 3 -.004 1 0 1 0 1 NC 1 NC 1
4 . I . . tiilri .•• ·. 0 1. s,008 · 4 0 1 0 1 NC 4 NC 1
5 3 max .383 3 -.005 1 0 1 0 1 NC 1 NC 1
6 .. . .,,In .·. i o· 1 •,007 ·. 2 0 1 0 1 NC 2 NC 1 --,: ,. .
7 4 max .383 3 0 3 0 1 0 1 NC 3 NC 1
8 .. min . ::<'O;_-... __ , 2 -.006 2 ··. 0 1 0 'I • NC 2 NC 1
9 5 max .383 3 -.003 1 0 1 0 1 NC 1 NC 1
10 · .. . :-.·• mlri •. oo·· .• .2 -.005 ... 4 0 1 . o. -1 NC 4 NC 1 .
11 M2 1 max -.003 3 0 2 0 1 0 1 NC 2 NC 1
12 . . ··.· min •.004• 2 ·• 0 .. 3 0 . 1-.c 0 .. 1 NC 3 NC 1 ..
13 2 max -.003 3 -.002 1 0 1 0 1 NC 1 NC 1
14 . .,.. min : :, · '.i.J'0.04 -"i · '} .. •.06 ·. 3 0 1 o: .• 1 · 15'"';?5 3 MC 1
15 3 max -.003 3 -.001 2 0 1 0 1 NC 2 NC 1
16 -·_ .·.: , .... futn .·_004 .. 2 -,1AA ·• 3 . 0 ,·f,·-·1 .. I,. ·n:--·_ -•1 515.505 3• NC 1 .. ,· ,.._
17 4 max -.003 3 0 2 0 1 0 1 NC 2 NC 1
18 .:·;, ·-•.-:• ...... ';...._,'lh .,QM) .2 •,315 3 o·: --1' n •• "0 "';057 3 . NC 1
19 5 max -.002 3 0 1 0 1 0 1 NC 1 NC 1
20 ..... •.• . ,_·._:,/, ...,,,,. I • •• ,. •2• ·-.3&3 3 o·-· 1 .; . O· ··• f . 2m,52 3 . NC 1
21 M3 1 max -.003 1 0 1 0 1 0 1 NC 1 NC 1
'2 '\":-:";, '•)._; ·,' ·•·••; '""'I" , .. )''.'. ·;::2t: -o•.·• 3., 0 1 ··•o-' ·, -1 NC '3. NC 1
23 2 max -.003 1 .002 2 0 1 0 1 NC 2 NC 1
24 ", ',_· .'. -~-: ·,',; :.--:-. :.::-: / ... .,,,._,, ··•--~ '} ;;.ost Lll",i' : ._-rt --t• 1:.//. l'l.) .• ' 1 1687.tf .. '3'. NC·· , •··
25 3 max -.003 1 .001 1 0 1 0 1 NC 1 NC 1
26 ,, ._ ,•:. ,'• I:· ··:;:: -lrAlii · a.()m1:c-4 C,184". 3' 0 1. I'•· .o 1 522,700 3 NC ·1 27 4 max -.003 1 0 1 0 1 0 1 NC 1 NC 1 iii . ._·--. __ ,,: ,:·. ' ,, ; , ... , .. 4· .,314 · 13 0 If .·•·d.····· l 30!t41 3 NC·. 1
29 5 max I·:;. 1 0 2 0 1 0 1 NC 2 NC 1
<In I ."., ,,,;·, _-. ,:-,,, .. , .. , ffifri ::4 0/>A(f '.• :3• O· :·\ 1·-',,)\, :o. "'' •1 '.71 3 NC•. 1
31 M4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1
32 . . ---·.' ... ''.':'. ... ,·.,,,_'._'. .. '':• ,-:,,, -;oc. i.f ,,,.--_.:,.:o .\< ., ,-·. ·.o: t 'O;' '1 NC 1 NC. 1 ,e :, . .
33 2 max 0 3 -.004 1 0 1 0 1 NC 1 NC 1
RISA-3D Version 5.0c [\ ... \ ... \ ... \ ... I ... I ... \Ca\culations\Risa\container frame MF-2 bot HSS.r3d] Page 2
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Envelope Member Section Deflections (Continued}
Sept 12, 2018
11:35 AM
Checked By:
Member Sec X fjnl le v linl le z linl le x Rotate r, ... le n\ Uv Ratio le n' Uz Ratio
34 . min 0 2 -.006 4· 0 1. 0 f Ne 4 NC
35 3 max 0 3 -.006 1 0 1 0 1 NC 1 NC
36 I ·.·· min .. . .0 .. 1 ~.008 • 2 . 0 1 0 1 I • N" .. 2 NC
37 4 max 0 3 -.004 3 0 1 0 1 NC 3 NC
38 . min .. 0 1 •.006· 2 0 1 ··. () 1 NC 2 NC
39 5 max 0 1 0 1 0 1 0 1 NC 1 NC
40 ' 1 Mjj)" 0 . 1 0 .. 1 0 1 0 1 NC 1 NC
Envelope Member Section Forces
Member Sec Axiallkl le V Shearlkl le z Shearlkl le Tornue'k-ft le ·•-v Mome ... le z-z Momentlk-ftl
1 M1 1 max .341 3 .12 2 0 1 0 1 0 1 .048
2 lnilrt _:,nn·9 1 •.372 3 0 1 0 1 0 1 -1.268 . . ..
3 2 max .341 3 .06 2 0 1 0 1 0 1 -.039
4 .. min '·· .009 1 •,402 3 0 1 . a 1 0 1 -.687
5 3 max .341 3 0 1 0 1 0 1 0 1 -.061
fl . min ' .009 1 •.432 3.'· 0 1 . 0 1 0 1 -.132
7 4 max . 341 3 -.03 1 0 1 0 1 0 1 .609 8~ . .. nilh .OO!l 1 -462 3 0 . 1 I 0 1 0 1 -.OA7 .
9 5 max .341 3 -.06 1 0 1 0 1 0 1 1.324
10 . . :mlri ' .. oa9· 1 •.492 3 .. 0 . 1 . 0 ~ 1 0 1 .029
11 M2 1 max .172 2 .324 3 0 1 0 1 0 1 1.323
12 .. I . rnlil ~~2 3 ~.013 2 0 1 .·:o . · . 1 0 1 -.059 .
13 2 max .159 2 .324 3 0 1 0 1 0 1 .676
14 : . . mlrt : .•. 333 .. 3 •. 013 · 2 0 1 0 1 0 1 . -.032
15 3 max .146 2 .324 3 0 1 0 1 0 1 .028
16 ·.. . "'Ii'!. j)=tAA: 3 -.013 2 0 . .1 0-1 .-a 1 -.006 ...
17 4 max .133 2 .324 3 0 1 0 1 0 1 .021
18. •.· mlri •. , .. ,9: 3 s.013 2. 0 1 .. .. 0 1 . . ace 1 . -.62 . .
19 5 max .12 2 .324 3 0 1 0 1 0 1 .048
20 . '_;. r'rlln ":372 •. 3 -:0"13 2 0 I f .o -cc 1 0 1 -1.268
21 M3 1 max .544 3 .341 3 0 1 0 1 0 1 1.405
72 .· rillri · ,1f2 1 .009 .· 1 0 I 1 o:7 r ·o•· . 1 .041
23 2 max .531 3 .341 3 0 1 0 1 0 1 .723
24 .. iitfn Ii;. : 1 .009 1 0 1 .· 0 1 ·o 1 . · .. .024 . " 25 3 max .518 3 .341 3 0 1 0 1 0 1 .04
211 ·' ·-.:·· .·· I·<· ,, ~i""'"' "-.,.·: ·n.nm: 1 orui . 1 . 0 .·: 1 IF 1 O< ... 1. ,··po_a
27 4 max .505 3 .341 3 0 1 0 1 0 1 -.011
28 •,.,-_ ;-: ',_,-:,-. l'nll'I /.07,k t t.,MQ• 1 . 0" c -,1-. o .. 1 . 0 . 1 -.642 .·'.
29 5 max .492 3 .341 3 0 1 0 1 0 1 -.029
'";ID . :-: . ;, -,, ,.,· .. ·,,_'-: •.. ,,..,..,.,,::>,,M•· 'f r-·· /iri9·:_ :· 1-··-·o:-.: ·.: 1< . O• 1 .":,-n-.--. 1 •1.324
31 M4 1 max .009 2 .227 2 0 1 0 1 0 1 0 32 . · .. · _:' , ... ,.,,._, ·'' . 7 3 • . .::474 ,· .3 I o· f,. ,:.·:;f"\ 1 ·ro; ... t . \ n . '· :-·> \ . .. .
33 2 max -.003 3 .028 2 0 1 0 1 0 1 -.22
34' : : __ --, '.:-. ' MJrl '-.004 2 ~;131 . . !I' : . 0 1 ·,· :n···. I 1 , .• ··o . 1 ' -.578 . ·
35 3 max -.003 3 0 1 0 1 0 1 0 1 -.251
3& . : -\,, ,-. -' . . "'in .:,004 'Z ' .:~,159•. 3 ·._()·, . :1 .·. --O".>--. 1·._f. I.'_ .0, ·. ,1 : .•• 323
37 4 max -.003 3 -.028 2 0 1 0 1 0 1 .138 38, . '" ... ·.: ",. ·.<V . iwlfl },.ci'.,;"' ,, ,2' . '•"•.8'7 .. 3 · .. -_ o:c·: ,,.· . 0 .. :,1-r-:: __ ' /0\".•' 1 : .. <<,292: .·', ,-. ',.
39 5 max .338 3 -.167 1 0 1 0 1 0 1 0 40 •' ··,' .. ,_, mitt i" '. :.1, -~:--~. 7f\R_, . 3. ··:_ :. o-·· "/· ·1· · .. o• •·· if · ... () . -c 1 0. .·.
le
1
1
1
1
1
1
1
le
2
3
1
3
1
2
3
2
3
1
3
2
3
2
3
1
2
3
2
3
3
1
3
1
3
2
1
3
1
3
1
1
1
3
1
2
3
2
1
1
RISA-30 Version 5.0c [\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risa\container frame MF-2 bot HSS.r3d] Page3
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Envelope Member Section Stresses
Member Sec Axiallksil le v Shearr ...
1 M1 1 max .116 3 .069
2 min r•,,"-.nn~ 1 , .-.213
3 2 max .116 3 .034
4 .. .· min .003 1 •.231-
5 3 max .116 3 0
6 · .. ..,In .003 1 -.248
7 4 max .116 3 -.017
8 . . ... min L .003 1 -.265
9 5 max .116 3 -.034
10. .· .. ·.·. min :,003• 1 . •,282 ', ,' __ .'
11 M2 1 max .091 2 .31
12 •. . · .. mill I .,169 3 •,013
13 2 max .084 2 .31
14 .. I, . min -176 3 -.013
15 3 max .077 2 .31
16 .. min -.183 3 .. ,013
17 4 max .07 2 .31
18 ; ', . min ~.19 3 ~.013
19 5 max .063 2 .31
?0 ,•• : min •.197 3 -.013
21 M3 1 max .287 3 .326
22 . :-,-'" ',. . .. min .059, l .008
23 2 max .28 3 .326
24 . · .• ... · . .. . mrn :052 · 1 · .008 ..
25 3 max .274 3 .326
26 ' ,'' ' ·.···.··· mlri .""-6 1 I .008
27 4 max .267 3 .326
28 . •,•· . : -... rti .0~9. 1' · .008
29 5 max . 26 3 .326
30 ·• .. •,,_•:,_·:,_' Min ··.032 1 :ooa ·
31 M4 1 max .002 2 .093
32 ·. .•• ·· .. fl'rilri •.09 3. • c,174 ·
33 2 max 0 3 .011 ·34 ··. . f'.·_. '.·-.·< inlrt -:001 · 2 -.054
35 3 max 0 3 0
36 . ... : : : .mlri • ·.•.001 ' 2 . s;oe5
37 4 max 0 3 -.011
QC,i' ,_.-':. .. ':·:, .. ·:c;, niiil : •i.'Offf 2: · -..077·
39 5 max .093 3 -.068
40 ·'.• _,, ':.--,._, .. _···,:._ . ,,,,. mtn, !::002: 1 '..311
Envelope Joint Reactions
Joint X lkl le Ylkl
1 N5 max .009 2 .227
2 .. ,., :•: tnln>'i~,3 .•. .:::i:· I ~.424
3 N6 max -.006 1 .758
.>4 ;( . __ ,-":'·,,;.';_::{ii::· m"' ••:c~sar· ::.~;:-, }, :,157,_ .•
5 Totals: max 0 1 .454
1-:A'.-'• .. ~--.-::;::.-; \ ... mlri .:,.R65' .' a ' . :334 ... •
le z Shear!. .. le v-Tonfksil
2 0 1 3.597
3 o: .. 1 -.137 •
2 0 1 1.95
3 0 1 .11
1 0 1 .374
3 . (L . 1 I .114 .
1 0 1 .246
3 0 .. 1 .. 1.;r,21 .
1 0 1 -.081
3. ·o 1 ·-a.tf4.7
3 0 1 .433
2 I . 0 . 1 •9.666
3 0 1 .237
2 I 0 1 .. '-'$;934;
3 0 1 .046
2 0 1 1 -.203
3 0 1 4.528
2 0 1 -"156
3 0 1 9:1 2 0 1 . -. 2
3 0 1 -.301
1 _· o->= 1 -10;2~
3 0 1 -.173
1 0. ·. 1 -5,278
3 0 1 -.04
1 >O . 1 ·•;204:'
3 0 1 4.689
1 . 0 ·.· 1 -~--'• .·
3 0 1 9.673
1 •'::' "0< ,. f .209 •
2 0 1 0 a I . o:.· .· 1 -·•n:-· -
2 0 1 1.018
3 ·-:-: o;,y-·-= 1 .. 3A7;.
1 0 1 .569
3 .. ·., .0 1 .442,
2 0 1 -i~ 3 l'• ... '· ... o·.'_ ·; 1
1 0 1 0
3 ,. ,,o : 1 --:-'_:.o·---
le "-Bot'ksil
3 .137
.2 -~.597
3 -.11
1 ~1.95°
2 -.174
1 .•.374
2 1.727
3 ~-246
1 3.757
.3 .n01
2 9.666
3 -.433
2 4.934
.3 -.237
1 .203
3 •.""6
3 .156
2' 4. "0 8
3 .352
2• 1• ~926
1 10.262
3 ,31'11
1 5.278
3 .173
2 .294 a .04 -
3 -.082
1 .:4RRQ,
3 -.209
1 '-9.673
1 0
'f' 0
3 -.387
f .. ,.018·
2 -.442
1 •.569
2 .242
3 .:11:14 .
1 0
it IC 0
le
2
3
1
3
1
2
3
2
3
1
3
2
3
2
3
1
2
3
2
3
3
1
3
1
3
2
1
3
1
3
1
1
1
3
1
2
3
'2 ..
1
1
Sept12,2018
11:35 AM
Checked By:
z-Toolksi le z-Botlksil _ _Jc;_
0 1 0 1 n 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 , . 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 I 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1
'l'I 1 0 1
0 1 0 1
0 1 0 . 1
le Z lkl le MX fk-fll le MY 'k-fll le MZ 'k-fll le
2 0 1 0 1 0 1 0 1
.3 '•,. 0 . . I' 1 . ,· .. o ·: J· . 0 1 0 1
3 0 1 0 1 0 1 0 1
1:· 1.t,-;-•, o:·: ,-1· ·:\-,-'l.<n · -,,_ -ti 0 .. ; o· 1
2 0 1
. . 1 :··:.-: . 0 1' ,. . . ·. ·,, > _._: ', . . . . .
RISA-3D Version 5.0c [\ ... \ ... \ ... \ ... 1 ... 1 ... \Calculations\Risa\container frame MF-2 bot HSS.r3d] Page4
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Envelope Joint Displacements
Joint Xlinl le Ylinl le
1 N1 max .383 3 -.002 3
2 ,' ' ' min ·-·'O. 1 .• ,()04 2
3 N2 max .383 3 -.003 1
4 min n 2 •.005 4
5 N3 max 0 3 -.003 3
6 ~ ·• min "":".o· --. 2 -.004 2.
7 N4 max 0 3 -.003 1
8 rnln o'"'. 1 ,.nQ4 2
9 N5 max 0 3 0 3
10 . min 0 2 0 2
11 N6 max 0 3 0 1
12 . •. min 0 1 0 3 .
Envelope ASD Steel Code Checks
Memb ... Sha--Code Check
1 M1 HSSSX4X3 .128
2 'M2 H$S3X3X3 .325 ' .
3 M3 HSS3X3X3 .348
4 M4 "S$7X4X3 . ,nAg '
Zlinl le X Rotation r ... le
0 1 0 1 ~-0 --;-;" 1 0 1
0 1 0 1
0 1 0 1
0 1 0 1 o.·. 1 n 1
0 1 0 1
0 . 1 o· 1
0 1 0 1
0 1 0 1
0 1 0 1
': .-0 'I 0 1
Sept 12, 2018
11:35 AM
Checked By:
Y Rotation r ... le Z Rotation r ... le
0 1 -4.417e-5 1
0 1 s7.027e-4 3
0 1 1.012e-4 2
0 1 -6.1338-4 3
0 1 -1.453e-4 1
0 1 -2.618-4 4
0 1 1.903e-4 2
0 1 3.651&-5 3
0 1 -1.54e-4 3
0 . 1 -2.42&-4 2
0 1 2.494e-4 4
0 1 1.838-4 1
Loe ... le She ... Loe ..... le Far ... Ft lk ... Fb V ... Fb z.z lksi ... C ... C ... ASD ...
6 3 .015 6 v3 23.34 27.6 30.36 30.36 .... 6 .85 H1-2
n 3 · ,017 ,o • 3 17,3 .. 27.6 30.36 30.36 .... 6 ,2 .. H2-1
0 3 .018 0 v3 17.3 .. 27.6 30.36 30.36 .... 6 .2 .. H1-2
7"' 3 .017 9 ' 3 ~;5 .. 27.6 27.~ 30.36 1 .6 .85 Hf-2
RISA-3D Version 5.0c [\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risa\container frame MF-2 bot HSS.r3d] Page5
Loads: LC 3, D+Easd
Solution: Envelope
.28k
Horowitz Taylor Kushkaki
roeld
. I .
N ::;
M4
N3 N4
Sept 12, 2018 at 11:33AM
container frame MF-B bot HSS.r3d
Company Horowitz Taylor Kushkaki
Designer roe Id
Job Number:
Joint Coordinates and Temperatures
Label
1 N1
2 . . . ru2· ..
3 N3
4 · .. ' 'NA., . · ..
5 N5
6•·. . .N6 . ..
Joint Boundary Conditions
Joint Label
1 N5
2 N6
X k/in
Reaction
Ff action-
Member Primary Data
X fftl
3
13
3
' ... 1a
0
' . 20
.
Label I Joint J Joint K Joint Rotatetd-
1 M1 N1 N2
2 M2 N3 Nt< ,.' '',•' ·· ..
3 M3 N4 N2
4 M4 ', No , .. N6 . ... , .
Hot Rolled Steel Design Parameters
y [ftl Zfftl
10 0 ·· .. ·. • 10 ,. 0 . .
0 0
0 . 0
0 0
· .. 0 .. a
X Rot. k-ft/rad Y Rot. k-ft/rad
Reaction
Section/Shane Desinn List T""e
Ton HSS Tube Beam
, Vert.HSS Tube Beam
Vert HSS Tube Beam
BnfHSS Tube Beam
Sept 12, 2018
11:33 AM
Checked By:
Temo [Fl Detach From Dian ...
0
0 .
0
0 .
0
0 .
Z Rot. k-ft/rad
Material Desinn R. ..
A500 46 T"nical
A500.46 Twnfcal
A500 46 T"nical
A50046 Tun1cat
Label Shaoe Lenathf ... Lbwlft] Lbzzfftl Lcomo tnn ... Lcomo bot ... Kw Kzz Cm-"" Cm-zz Cb v swav zswav
1 M1 Too HSS 10
2 M2 Vert HSS JO . ' .. ',,,, ,· . . I • ,. ·.
3 M3 Vert HSS 10
4 . M4 BotHSS · ... 20" . ... ··· . ,. ' ',, ' ':. ·. . •.
Basic Load Cases
BLC Descriotion CateoO<V X Grav"" Y Gravitv Z Gravitv Joint Point Distribut. .. Area tM ... Surface ...
1 DL None -1 1
2 .. _.'Lr···'_ ,--·:._.·. ', __ .-. . . N_0n$: ' . , .-. ' '", ,'· ·. . · .. . t/' .
3 EL None 1
Joint Loads and Enforced Displacements (BLC 3 : ELJ
Joint Label LDM Direction k k-ft in rad k•s'2/ft
1 N1 L X .28
Member Point Loads
Member Label Direction Ma nitude k k-ft Location ft %
No Data to Print ...
RISA-3D Version 5.0c (\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risa\container frame MF-B bot HSS.r3d] Page 1
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Member Distributed Loads (BLC 1 : DL)
Member ... Direction
1 M1 y
Member Distributed Loads (BLC 2 : Lr)
Member ... Direction Start Ma nitude k/ft d
1 M1 y -.08
Load Combinations
Sept 12, 2018
11:33 AM
Checked By:
Start Locatio ... End Locatio ...
0 0
Start Locatio ... End Locatio ...
0 0
Descrintion So .. P ... S ... BLCFae .. BLCFae .. BLCFae .. BLCFac .. BLCFae .. BLCFae .. BLCFae .. BLCFae ...
1 D Yes 1 1
2 l)+Lr . ... !Yes 1 1 2 1 . .
3 D+Easd Yes 1 1 3 1
4 D+0.75E+0.75lr Yes 1 1 2 .15 3 .75
Envelope Member Section Deflections
Member Sec xlinl le v linl le z linl le x Rotate Ir ... le nl Uv Ratio le n\ Uz Ratio le
1 M1 1 max .662 3 -.099 1 0 1 0 1 NC 1 NC 1 ~
2 min • ,M5·-... 1 · .•. 193 2 0 1 0 . t NC 2 NC 1
3 2 max .662 3 -.14 1 0 1 0 1 6828.727 1 NC 1
4 ":'. min •·· .ass---·1 k s:287 2 0 .1 0 1 · 2419:25 2 NC 1
5 3 max .661 3 -.171 1 0 1 0 1 4740.839 1 NC 1
6 tliln :-<11A:S< 1 •.354 2 0 1 . 0 . · .. 1 .1729;192 2 NC 1
7 4 max .661 3 -.187 1 0 1 0 1 6801.462 1 NC 1
.8 . ' -; > . ml" -:,oes ·1 ' •.379. 2 . 0 1 0 · .. 1 2472:276 2 NC 1
9 5 max .661 3 -.193 1 0 1 0 1 NC 1 NC 1
10 ·. . ···• ,Mlii >.08lf 1 1 ~.376 2 0-1 0 : f NI" 2 NC 1 .. .
11 M2 1 max -.098 1 0 2 0 1 0 1 NC 2 NC 1
12 1ntn, -~.'\91 . 2 L 0. C 3 I. C 0 1 .,_, ·o -:· . -1 NC· 3 NC 1 ,.,,
13 2 max -.098 1 -.046 1 0 1 0 1 4816.01 1 NC 1
14 .I:· c, •.:..111 • -i1'Q2 .2 .:,147 4 IC ,(} 1 .·· 0 . -1'' Ne··.·. 4 NC 1
15 3 max -.098 1 -.058 1 0 1 0 1 7754.883 1 NC 1
16 ~ ·· .. ~ si:Jn 1·-· -•~:fll2i:·,, 2 -.342. 3 0 f . 0 :1· ,, .NC .. 3 NC 1 . ..
17 4 max -.099 1 -.062 1 0 1 0 1 NC 1 NC 1
fji' .· .. cc > 'lfllw :,:19,',l'i 2-r •;53lf 3 0 1 ,; · n ·. .1 2•"•lt573 . 3 NC 1
19 5 max -.099 1 -.085 1 0 1 0 1 NC 1 NC 1
20 . .. . :, ~ •mfli ..• ~.fl>',I 2 ' -.662· 3 -0 l ,: . Q,: .. ··1· NC 3 NC 1 ..
21 M3 1 max -.192 1 0 1 0 1 0 1 NC 1 NC 1
22 ~ ·:·. _-:-:-,.' -,·r:; :'"-'p;i ',,·., ~:374:c' ?• -:Oi,~. : .. -."-·3·· . o:· .-_ ---1 .. O . .' ,:1 ·. Ne· .. 3 ·NC•. 1 /· _, '
23 2 max -.192 1 .01 2 0 1 0 1 NC 2 NC 1 2'4 ,, -,_-_ .. -. . ; "t;":--'. --::;_/"'.": r.:~i(..'f : '. ·4.s,1111;" :2 , ..•. mg. ~ ' "tr,~ 1 ,. :'if . •'I> 15"'"'i104 '-3 V. Ne I 1
25 3 max -.193 1 -.023 1 0 1 0 1 5315.878 1 NC 1
26 __ """".",:' I ·.: ·-< . 1.:.1·• n ;3111;.· 2 : •.798, 3 0 1 0 1 . 40lt "'"" 3 ·: NO ·1
27 4 max -.193 1 -.062 1 0 1 0 1 1933.098 1 NC 1
28 '; .. ,: '. ·min '4'.'U!5/ 2· .-.t:~A·: -. . '.-3., o'-:_ 1 ·•>:",i·Q' •f 2:24.AAO 3 NC 1
29 5 max -.193 1 -.085 1 0 1 0 1 1413.548 1 NC 1
A(l : ' ':. ~· ,' _:_,';' ,', ·; : ., .. ' 'O•i31R-:2 ,. ~:'"'1 ,~., ' ... 0 :t. ·:: ''ell:., 1'1.' 1Af•, .3 No· 1 ..
31 M4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 .3'> ••· .. ·• ·: :<. :; . L....:1·;.,·, "•ill ;,,,_!· r .1' .. o.' ·-t) ,:•, 0:' __ --: .1 : !() :'1' ··Ne· ·1 NC 1
33 2 max 0 3 -.15 1 0 1 0 1 1603.081 1 NC 1
RISA-30 Version 5.0c [\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risa\container frame MF-B bot HSS.r3d] Page2
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Envelope Member Section Deflections (Continued)
Member Sec X tinl le v tinl le z 'in'
34 . -In "". n 2 •,291 2 0
35 3 max 0 3 -.211 1 0
36 .. fulii n 1 ,.;409 2 ·. ', 0
37 4 max 0 3 -.154 1 0
38 . min . 0 1 . -.3 .. ··. 2. .· 0.
39 5 max 0 1 0 1 0
40 . . . min 0 . 1 0 . 1 0
Envelope Member Section Forces
le x Rotate rr ... le
1 0 1
1 0 1
1 o. 1
1 0 1
1 -.n: 1
1 0 1
1 •·· 0 1
Sept 12, 2018
11:33 AM
Checked By:
n' u" Ratio le nl Uz Ratio
, . A2~.Q?R 2 NC
1138.341 1 NC
586,197 2 NC
1556.682 1 NC
799,772 2 NC
NC 1 NC
NC 1 NC
le
1
1
1
1
1
1
1
Member Sec Axial'k' le v Shear'k' le z Shear'k' le Tornue'k-ft le v-v Mome ... le z-z Momentrk-ftl le
1 M 1 1 max .183 3 .652 2 0 1 0 1 0 1 .377 2
2 rril· .· ,1}39 1 .114 3 . 0 ·· 1. 0 1 0 1 ·. -.508: 3
3 2 max .183 3 .327 2 0 1 0 1 0 1 -.305 1
4 rri•n 039 1 -.011 3 o . 1 -o 1 o 1 . -.959 4
5 3 max .183 3 .002 2 0 1 0 1 0 1 -.452 3
6 ,, 'mlri .039 f -.136 3 0 1 0 1. •' 0 1 -1.256 2
7 4 max .183 3 -.124 1 0 1 0 1 0 1 .045 3
8: · -min :;039 -r i.,376 4 0 1 0 · · 1 0 1 -.854 2
9 5 max .183 3 -.249 1 0 1 0 1 0 1 .854 3
10. ~ min ,n39-,--1 ~ ·,651 4 0 1 0 · 1 0 1 .158 1
11 M2 1 max . 704 2 .097 3 O 1 O 1 O 1 .466 3
12 · ·. mtri • .168 .3 , • -.083 2 o · 1 , o . 1 o 1 -.458: 2
13 2 max .691 2 .097 3 0 1 0 1 0 1 .222 3
14 ' i Mitt '163 3 -.083. 2 · 0 I 1 0, .1 O, 1 -.249 2
15 3 max .678 2 .097 3 0 1 0 1 0 1 -.021 3
16 · !llll'f i,14. a I, •.083. 2 · 0 . 1 ' . 0 : ·. 1 ·· 0 1 •.04 2
17 4 max .665 2 .097 3 0 1 0 1 0 1 .168 2
18 . '.n,jti . ,127 ... 3 ~,IIR3 2 I'. 0 1 -,--0 f . ··: 0. 1 •,265 3
19 5 max .652 2 .097 3 0 1 0 1 0 1 .377 2
20 ~ !l'lin ,.. :1'14 · . 3 s-"83 2 0 1 0 1 0 1 -.508 3
21 M3 1 max .704 4 .183 3 0 1 0 1 0 1 .972 3
23 2 max .691 4 .183 3 O 1 O 1 O 1 .518 4
24 ·.· • · · ' 1111~ ,2an., 1. .039 1 · 0 ,. 1 0 ; 1 0 1 .. 133 1
25 3 max .678 4 .183 3 0 1 0 1 0 1 .068 4
27 4 max .665 4 .183 3 O 1 O 1 0 1 -.061 1
• 28: .. ;' , ~ -., min ' ' ' 1 I .. 039 •, 1 1 ' 0 · ·: 1 · 0 > 1 · n :1 :..,397 . 3
29 5 max .651 4 .183 3 0 1 0 1 0 1 -.158 1
30 r--: ---:; ',',·J : · mr• ~9.-:,,, ·'t-E ;,M9i''. '1 ·. 0 ' · c 1 , · Of · · 1 . ·. 0 .. :, ':1 , .. · .. -.854', 3
31 M4 1 max .042 2 .967 2 0 1 0 1 0 1 O 1
r ~ · · · .·· .. > · '7 ' ·· .:·"•~.tll'.1;. 3 :. ·_3• -' n, . , 1. ·· n . 1 ' ···. 0"1 .· .·. f." . 0-1
33 2 max -.019 1 .201 2 0 1 0 1 0 1 -1.451 1
"'" · · · · ·•• , '""ll'I 1 ,. 1 A , '.1''19, •~ O ·.. -r · n , 1' 0 , 1 1 • -2.8:13 ·, 2
35 3 max -.019 1 .139 2 0 1 0 1 0 1 -1.904 1
,u:t_'.'"
t;i7,6",,--._~_C'7,,7:~ .• ~,+-~~-4~,,~,.~~ .. ~a-~~-~~-~-'!Q~1i~t!bcH-~+,~:.,:~;:&4~30~;~;~-~.1~,+,~ ... ~nO~ .. ,~-;rl•.-~~,+,l<--,,.n~O~ .. ,rl._,rl{~,~-~-.,~.,.~b,_.,-_+rl11+,-.--.:~;7:~~~;;-,~;~rll~
39 5 max .133 3 -.366 1 0 1 0 1 0 1 0 1
RISA-3D Version 5.0c [\ ... \ ... 1 ... 1 ... \ ... \ ... \Calculations\Risa\container frame MF-B bot HSS.r3d) Page3
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Envelope Member Section Stresses
Member Sec Axialfksil le v Shear!. ..
1 M1 1 max .062 3 .374
2 -_, --', --rnin .013 -1 l-----,065-
3 2 max .062 3 .187
4 -I , --min Jl13 1 .,.;,()06
5 3 max .062 3 0
6
' "''" .()13 1 •:078
7 4 max .062 3 -.071
8 ' ; ' min' :01.3 1 •• 216
9 5 max .062 3 -.143
10 ~ ' ' ' '' ·-?. ""In 013 f: -.l\74
11 M2 1 max .456 2 .112
12 -__ --_-; rnin .108 3 ' •.096
13 2 max .448 2 .112
14 -' min 1)99 3 -•.096
15 3 max .439 2 .112
16 I ----: rnln .091 3 -.096 -
17 4 max .431 2 .112
18 min -.082-3 --,096
19 5 max .422 2 .112
20 ----;· rntn :074 3 •.096
21 M3 1 max .456 4 .209
2? ---,_-
-rntn .195 -1 .044
23 2 max .447 4 .209
?4 '--' ----rnlr\: .187 1 .044
25 3 max .439 4 .209
26:_ --.-. : ·:,-,·:, ' min. ,178 1 .044
27 4 max .43 4 .209
28 ----' .·-: ,, /,,, ""lh .17 1 .044 ,' '
29 5 max .422 4 .209
30 ' ' : frifh : ;161'. -1 · .044
31 M4 1 max .011 2 .396
32 : _::.:·· ':,· .. _:., ... !,;,_ ,;,_"; "'in .,04_ 3. .142 __ ,
33 2 max -.005 1 .082
34 ' : mtn. :.:016 4 .049 --
35 3 max -.005 1 .057
36• ---,,' , ... -,-"rrilh ,•:016< ,4 \023'
37 4 max .037 3 -.124
'.li>i . _,_ ----' -,-; ' '" '"'In _ ·-·· }ID•;;;t:-_ f 1/\. 2RA-,,.
39 5 max .037 3 -.15 4Q; --'.·. '.·_ "·, .•. ,,.,;, ., ... th " -i1: ~:291 , __ ' , ,,,I
Envelope Joint Reactions
Joint X lkl le Ylkl
1 NS max .042 2 .967
' 2 :· >< ':,--.-·.·<·;· tmtfi .:A147 ·_,3, :: ,347
3 N6 max -.019 1 .711
' 4."': , .... ,. ,.-, '_ -~, '. ---,----~ '.f,:~~:1·:-4.."t:> · :,;,:~-1.:'-;, ,";,i,
5 Totals: max 0 2 1.653
'&: >· ·;'•,,;,;,,., _, ml!\ I -<28/ '< :&53 ,', ' .. ,
le z Shear!. .. le v-T onrksil
2 0 1 1.442
3 0 _,-, ___ 1 -1.069"
2 0 1 2.722
3 -0 1 ,1186
2 0 1 3.564
3 0 1 1,28".i
1 0 1 2.422
4 0 1 -.127
1 0 1 -.447
4 0 1 .-2.423
3 0 1 5.068
2 0 1 •5.Itl
3 0 1 2.758
2 0 1 -2,463_
3 0 1 .447
2 0 -,-1 .234
3 0 1 2.932
2 0 1 01.863
3 0 1 5.629
2 _o 1 ~.113
3 0 1 -2.545
le v-Botrksil
3 1.069
2 -•1.442
4 -.866
1 •2.7"2
2 -1.283
3 ""·""" 2 .127
3_ -2.422
1 2.423
3 A47-
2 5.16
3 -5.068
2 2.463
3 -2.7"-0
2 -.234
3 -.441
3 1.863
2 •2'.932 -
3 4.173
2 -5,629
1 10.76
le
2
3_
1
4
3
2
3
2
3
1
3
2
3
2
3
2
2
3
2
3
3
Sept12,2018
11:33 AM
Checked By:
z-Tonrksi le z-Botrksil
0 1 0 n 1 0
0 1 0
0 1 0
0 1 0
' 0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 0
0 1 I 0
0 1 0
1 . _<:.o -':_-," 1 -·10.76 3 2,545 1 0 1 0
3 0 1 -1.473 1 5.74 4 0 1 0
1 ' Oi 1 -5'.74 4 1A73 1 0 1 0
3 0 1 -.4 1 .753 4 0 1 0
1 --o• 1 -~7 .... •,1.. 4 .4•-1 0 1 0
3 0 1 4.402 3 -.672 1 0 1 0
1 ,"':_:Q' ' 1: .612 .. , ---4.402 3 0 _f 0
3 0 1 9.455 3 -1.744 1 0 1 0
1 : -0, :.f -1,744 t r -9.45't 3 0 1 0
2 0 1 0 1 0 1 0 1 0
3 0 1_ -D> 1
_,
O' 1 0 1 0 -:,
2 0 1 4.952 2 -2.553 1 0 1 0
3 ·o--•--t 2.!153: ,-, "4.952 2 0 1 0
2 0 1 6.447 2 -3.351 1 0 1 0
3 Q_ -_ _1 3,351 :>-r: ·--e;,447. 2 Q_ 1 0
1 0 1 5.983 4 I':~ 1 0 1 0
4 --. '-n , 1 ·-2.Q.41' l' 'A • o·, 1 0
1 0 1 0 1 0 1 0 1 0
4 .'.' 0:'C 1 o•,\ __ • ,f' ,;-: 0\ : 1 '_ 0 1 0
le Zlkl le MX 'k-ftl le MY lk-ftl le MZ lk-ftl
2 0 1 0 1 0 1 0
·3 I Oi. -1 -,, 0 ' . ,1 ' ()' ' 1 0
4 0 1 0 1 0 1 0 i:1',, --··_:·. -·o .... -..,, {1 ·.·•"'.t\O··:: ' :f -:· 0'· _:-,·:-: 'l 0
2 0 1
3 o·---i"l --;,····• -. :'.:', ' --,-·_
' -
le
1
1
1
1
1
1
1
1
1
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RISA-3D Version 5.0c [\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risalcontainer frame MF-B bot HSS.r3d] Page4
Company Horowitz Taylor Kushkaki
Designer : roeld
Job Number:
Envelope Joint Displacements
Joint X 1in1 le Y'in1
1 N1 max _662 3 --099
2 ,. '·• :' mr11 ,0115 1 -.193
3 N2 max .661 3 -.193
4 ' min ,nsu:: . ··· 1 . -.376
5 N3 max 0 3 --098 .. ~ mtn 0 2. -.1°1
7 N4 max 0 3 -.192
8 mih ' Q ',. -__ 1 •.374 ..
9 N5 max 0 3 0
10 ~ -min 0 -c 2 0
11 N6 max 0 3 0
12 ·min· 0 1 0
Envelope ASD Steel Code Checks
Memb._. Shane Code Check
1 M1 HSS5X4X3 .130
2 U? HSS2.5X. .• . :1aa .
3 M3 HSS2.5X ... .370
4 M4 HSS7X4X3 .294 ·. ..
le ___ __?_[i[,L_ le X Rotation r. .. le
1 0 1 0 1
2 0 1 0-1
1 0 1 0 1
2 0 ' 1 0 1
1 0 1 0 1
2 .. 0 .·• 1 0 1
1 0 1 0 1 t 0 -. 1 .·. 0 1
3 0 1 0 1
2 0 1 . ·O .· 1
1 0 1 0 1
4 o_ --1 . 0 1
Sept12,2018
11:33 AM
Checked By: __
Y Rotation r. .. le Z Rotation r ... le
0 1 -1.38e-3 1
0 .. 1 -~_3na..-3 4
0 1 1.585e-4 2
0 1 •9.9118-4 3
0 1 -2.412e-3 1
0 1 -4.677e-3 2
0 1 2.208e-3 2
0 1 1.143&'3 1
0 1 -2.856e-3 1
0 .. 1 -5:571e-3 2
0 1 5.557e-3 2
O· ' 1 2.86e-3 1
Loe ... le She ... Loe ..•.. le Fa r ... Fl lk ... Fb v ... Fb z-z lksi ... C ... C ... ASD ...
5 2 .020 0 V 2 18.9 .. 27.6 27.6 27.6 1 _6 .85 H1-2
10 ,-,_$~ .006 0 ,, 3 IM99 27.8 30 .. 36 30.36. .... 6 .2 .. H1-2
0 4 .011 0 V 3 9.099 27.6 30.36 30.36 .. 6 .2 .. H1-2
13.,. 4 .022 0. ., 2 7,165 27,6 27.6 · 27.6 1 .6 .85 H1-2
RISA-30 Version 5.0c [\ ... \ ... \ ... \ ... \ ... \ ... \Calculations\Risa\container frame MF-B bot HSS.r3d) Page 5
OFFICE USE ONLY SAN DIEGO REGIONAL
HAZARDOUS MATERIALS
QUESTIONNAIRE
RECORD ID# ________________ _
PLAN CHECK# _______________ _
Business Name
Brookwood Financial Partners, LLC
Project Address
2173 Salk Avenue
Mailing Address
6363 Greenwich Drive
Business Contact
Marcelle McAfee
City
Carlsbad
City
San Diego
Applicant E-mail
nsk @waremalcomb.com
State
CA
State
CA
Telephone#
(760) 494-4620
Zip Code
92075
Zip Code
92122
Telephone#
858 500-4608
BP DATE
APN#
212-021-07-00
Plan File#
The following questions represent the faclllty's activities, NOT the specific project description.
PART I: FIRE DEPARTMENT HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San
Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal.
Occupancy Rating: Facility's Square Footage (including proposed project):
1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases
3. Flammable/Combustible Liquids
4. Flammable Solids
6. Oxidizers 10. Cryogenics
7. Pyrophorics 11. Highly Toxic or Toxic Materials
8. Unstable Reactives 12. Radioactives
14. Other Health Hazards
<J:5. None ofThesD
PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH HAZARDOUS MATERIALS DIVISION (HMO): If the answer to any of the
questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123.
Call (858) 505-6700 prior to the issuance of a building pennit.
FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy:
YB
0
ES I (for new construction or remodeling projects)
1. Is your business listed on the reverse side of this form? (check alt that apply).
2. Will your business dispose of Hazardous Substances or Medical Waste in any amount?
3. Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500
_/ pounds and/or 200 cubic feet?
4. D l Wilt your business store or handle carcinogens/reproductive toxins in any quantity?
5. D Will your business use an existing or install an underground storage tank?
6. D I Will your business store or handle Regulated Substances (CalARP)?
7. D Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)?
8. D Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to
or reater than 1,320 allons? California's Above round Petroleum Stora e Act .
0 CalARP Exempt
I
Date Initials
0 CalARP Required
Date Initials
0 CalARP Complete
I
Date Initials
PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDl: Any YES" answer requires a stamp from APCD 10124 Old Grove Road, San
Diego, CA 92131 apcdcomp@sdcounty.ca.gov (858) 586-2650). l"No stamp required if Q1 Yes and Q3 Yes l!!!l! Q4-Q6 No]. The following questions are intended
to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive
requirements contact APCD. Residences are typically exempt, except -those with more than one building+ on the property; single buildings with more than four
dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. rExcludes garages & small outbuildings.J
YES NQ
1. D ~ Will the project disturb 160 square feet or more of existing buildlng materials?
2. D ~ Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition.
3. D I.YI (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been perfonned by a Certified Asbestos Consultant or Site Surveillance
_/ Technician?
4. D ~ (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification
_/ may be required 10 working days prior to commencing asbestos removal.
5. D M Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet
_/ (www.sdapcd.org/infoMacts/permits.pdf) for typical equipment requiring an APCD permit.
6. D I'{] (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school
bounda
Briefly describe business activities: Briefly describe proposed project:
I declare under penalty of perjury that to the best of my knowledge and belief tHe responses made herein are true and correct.
Name of Owner or Authorized Agent Signature of Owner or Authorized Agent
I I
Date
FIRE DEPARTMENT OCCUPANCY CLASSIFICATION· FOR OFFICAL USE ONLY:
BY: DATE: I I
EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY
COUNTY-HMO* APCO COUNTY-HMO APCO COUNTY-HMO APCD
. .. A stamp in this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan. Other permitting requirements may still apply .
HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division