HomeMy WebLinkAbout2320 FARADAY AVE; ; PC2017-0009; PermitCity, Of
Carlsbad
__ _
1. _
.Print:Dte:,07/17/2018 / . Permit No: PC2017-0009
Job Address: 2320 Faraday Ave
Pernilt Type: .BLDG-Plan Check Work Class: Commercial Status: Closed - Expired
ParcelNo: 2120612900 ' Lot #: , Applied: 03/22/2017
: Valuation: . $0.00 Reference #: Issued: 07/06/2017
OccupàncyGroup: Construction Type Permit
. Finaled:
# Dwelling Uhits Bathrooms: Inspector: .
Bedrooms: - Orig. Plan Check #: Final'
. r Plan Check #: Inspection:
Projet Title: . *
Description: - ALVAREZ & MARSAL CAP: SPEC SUITES FOR BUILDINGS (TI 21,740 SF FOR 2320 FARADAY & TI 16,160 SF FOR 2330
FARADAY) -2320 FARADAY TO HAVE 120 SF DECK
Applicart: . Owner:
, 4
TRI VISTA FC LLC A AND M CAPRE FC LLC
MARKTELFER' 4. .. 2320 Faraday Ave
760-801-6013 -
FEE AMOUNT
MANUAL BUILDING PERMIT FEE / $300.00
Total Fees $ 300.00. Total Payments To Date $ 300.00 Balance Due $0.00
IN, * 4
--
EXPIRED PERMIT
PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C.
- •
' SECTION 106.4.4 AS AMENDED BY C.M.C.18.04.030 -•
DATEI1148 SIGNATLJREff,1Xt -P. -
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Building Division 4
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 760-602-8560 f I www.carlsbadca.gov
- -
.4
EsGil Corporation
In cPartners/lip with Government for Building Safety
••: . .,:
DATE 6/28/17 D APPLICANT
JURISDICTION cbaT PLAN REVIEWER
-. .•.••..-'. • 13.FILE
PLANCHECKNO PC2017-0009 SETV
PROJECT ADDRESS:- 2320&233O Faraday Ave. '
..............
PROJECT- NAME-. Spec Suites Tl . .
The plans transmitted herewith have been corrected where necessary and substantially comply.',-
with the jurisdiction's building codes
2. ,• Eli 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.
The plans transmitted here'with have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
liii TIecheèk list transmitted herewith is for your information. The plans are being held atEsGil'-.
órporatibn until corrected plans are submitted for recheck. •
.L) . . .
Fi The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
1
The appluant's copy of the check list has been sent to
.1 - • .
._I__
EsGil Corporation staff did not advise the applicant that the plan check has been completed
EsGil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Telephone #
Date contacted (by Email
Mail Telephone Fax in Person
REMARKS
By-'Morteza Beheshti Enclosures
EsGil Corporation
LI GA LI EJ LIMB LI PC 6/21
9320 Chesapeake Drive Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
* - •': -"' • - : . -
- -IC-, -
1 -
-
.-•• _________
EsGil Corporation
In Partnership with government for cBuz(dng Safety
DATE 6/15/17 U APPLICANT
:;- - JURIS.
JURISDICTION: Carlsbad PLAN REVIEWER
U FILE
PLAN-CHECK'NO.: -PC201770009 SET: IV
PROJECTADDRESS 2320 & 233O Faraday Ave.
I -••
PROJECT NAME Spec Suites TI
LII Th'e.plans transmitted herewith have been corrected where necessary and substantially comply
With- the jurisdiction's codes
The p14ans transmitted herewith will substantially comply with the jurisdiction's
códes when minor deficiencies identified below are resolved and checked by building
Tdepartmet-staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
rand should be corrected and resubmitted for a complete recheck
The check list tran'shiitted herewith is for your information. The plans are being held at EsGil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person -ti
The pplicant's copy of the check list has been sent to
;Joshua Gibb's - •
- -. -. e-mail: •- - -P -
EsGil Corporation staff did not advise the applicant that the plan check has been completed
EsGil Corporation staff did advise the applicant that the plan check has been completed
Pe'rson contacted Joshua Gibbs Telephone # (760) 294-0277
,1Date contactedk..( (by '("kr.) Email josh@trivistacorp.com
- 1IaiI -. TeIephone. Fax In Person
LII REMARKS -
By Chuck Mendenhall Enclosures
EsGil Corporation
::. JGA -LI'EJ LIMB - LI Pc 6/13/17 •.
-
A1 •_ 4 • -. - - -- -•--•
- /
.•• •. • - . • - • - . I
9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576-11
- -. . .
4 g
Carlsbad PC2017-0009
6/15/17
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:
S 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 Corporation and the Carlsbad
- Planning, Engineering and Fire Departments.
S Bring TWO corrected set of plans and calculations/reports to EsGil Corporation,
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 Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete
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 AND CAPS and italics are current
- 1 What is the purpose of the container listed on the floor plan of each building?
Why is the space listed as container? Specify and detail the wall construction for
this space The response indicates these are shipping containers to be
used for possible seating area. The plans also show these containers as *
'. * kitchenettes. The shipping containers are designed to act as a unit with
one end containing doors The plans show that you intend to cut out large
section of the container walls for use within the space. The following
applies to the new containers
C. Detail the ramp access to these container areas where the
- floor of the container is elevated above the floor of the tenant space.
THE RESPONSE WAS "DETAIL S1.2" THERE IS NO SHEET SI 2
Ramp is now shown on the enq,neennq sketches on SI 2
• where the ramp exceeds 5% slope a handrail is required.
The rail shown does not comply with the details below.
• Both of the container structures must have ramp access.
-, The floor plan on AI.I and Al. 2 show that only one of the
container structures have ramp access
-
, S • - 5*
- - OF E:LTlJ-o .A EL C.LYAZIAIC, -, - FQR AND cUCICH.
- - - - 9CURE 11E.-27-AMF -AND 1DEAAL(S
7.
3.
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' -
Carlsbad PC2017-0009
6/15/17
1,411,1
1
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Detail the construction of the all glass partitions shown as part of the conference
room and offices. These glass partitions must be braced at the top and bottom r
to resist the code required out-of-plane load of 5 PSF. CBC 1607.14. The
response to this item references me to detail 9/A2.2. this detail appears to
show a full height glass wall extending from the slab to the roof framing.
This is not what the plans show for the glass walls. The window schedule
on sheet AI.3 lists these walls as only 7'-0" high. They will not extend to.
the roof framing for structural support. Provide detail for the support of the
window walls that are only 7'-0" high. THE RESPONSE DIRECTS ME TO'
DETAIL 91A2.2. THIS DETAIL SHOWS THE 1/2 " TEMP. GLASS PANEL
EXTENDING FROM THE FLOOR TO THE ROOF. THE HT FROM FLOOR TO
ROOF IN THESE BUILDINGS IS APPROX. I8FT. THE 1/24 GLASS WILL NOT
COMPLY WITH THE CODE AND SPAN VERTICALLY I8FT.
The brace for out of plane loads to the all glass full height wall
must be located at the header just above the glass. See detail 4
on sheet A2.1 •
I tI
21,
_
4
..qr€ RAL DETAIL
To&IIT
GOGN
1' -Cii liii HI1
HEaGu(E(EtL
4
-
Carlsbad PC2017-0009
' 6/15/17 . .
MECHANICAL
10 A GFCI protected receptacle outlet is required within 25 feet and on the same
level as the mechanical equipment (heating, air-conditioning, and refrigeration
equipment). Please include on the plans. NEC 210.63. No response and not
shown on the plans. THE RESPONSE DIRECTS ME TO "ml & m2 AT TOP
LEFT UNIT CLOUDED". I DO NOT FIND THE CLOUDED NOTE ON SHEET
Ml&M2.
The note regarding the GF1 receptacles at the rooftop HVAC units was
'- found on the plans. Revise the equipment lists on sheets MI & M2 to show
that both HP-1 & HP-2 are equipped with smoke detectors in the main
supply duct
* END OF RECHECK IV
The jurisdiction has contracted with Esgil Corporation 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 Chuck Mendenhall at EsGil Corporation. Thank you.
-\t !4 . •- -
j - -
' . •-
- ¼ 1
- .4
,_.•
EsGil Corporation
In cPartnerslizp with government for Building Safety
DATE 6/8/17 U,APPLICANT
,dJURIS
JURISDICTION:.' Carlsbad ' U PLAN REVIEWER
U FILE
PLAN CHECK NO.': PC2017-0009 SET: III
¼
PROJECTADD RE' SS1 2320&233O Faraday Ave.
PROJECT NAME Spec Suites TI
LII The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes
*
.
S .'.
LI The plans transmitted herewith will substantially comply with the jurisdiction's
codeswhen minor, deficiencies identified below are resolved and checked by building
department'staff: - '
El The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The checklist transmitted herewith is for your information The plans are being held at EsGil
' . Corporation until corrected plans are submitted for recheck. ".-
LIII 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 .
Joshua Gibbs " - .
e-mail.
-.5.
LI EsGil Corporation staff did not advise the applicant that the plan check has been completed
EsGil Corporation staff dud advise the applicant that the plan check has been completed
- ,
'
Person contacted Joshua Gibbs Telephone # (760) 294-0277
ate contactedA4 (6y\)' Email josh@trivistacorp.com
'latI Telephone Fax In Person
El REMARKS
By Chuck Mendenhall Enclosures
EsGil Corporation
LI GA E EJ LI MB LI PC 6/2/17
.,l•_ -I •.
.5
9320 Chesape'ak6 Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576.
5'
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rq.
Carlsbad PC2017-0009
6/8/17
.
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 Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2 Bring TWO corrected set of plans and calculations/reports to EsGil Corporation,
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 Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete
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 the7 previous check list and may not necessarily be in sequence. The.
notes in bold font AND CAPS are current.
. . A
1 What is the purpose of the container listed on the floor plan of each building?
-. . . Why is the space listed as container? Specify and detail the wall construction for
-'' this space. The response indicates these are shipping containers to be
used for possible seating area The plans also show these containers as
- .•• - .
.
kitchenettes. The shipping containers are designed to act as a unit with •.
,. . • .-. - • - one end containing doors. The plans show that you intend to cut out large . • -
- . . • - - section of the container walls for use within the space. The following
applies to the new containers -
- A. ,Provide design engineering for the anchoring of the containers
-•. . to resist seismic sliding and overturning loads. THE DESIGN DID. r
-
• NOT INCLUDE REQUIRED ANCHORING OF THE CONTAINERS. --•
.. THERE WERE NO STRCUTURAL DETAILS INCLUDED FOR THE ••
- . •. 5- A - ANCHORING OF THE CONTAINERS TO THE EXISTING SLAB. THE
RESPONSE TO THIS ITEM WAS "DETAIL ON SI.2" THERE IS NO
SHEET SI.2 ..
- •.• . B. Provide structural design and detailing for the structural
..
- . . -.
- . support of the containers where the large wall section will be
removed Show that the remining container structure can withstand
seismic loads with the large wall sections removed. DESIGN CALC'S
FOR THE STIFFNER FRAMES AT THE OPENING OF THE
CONTANERS WAS PROVIDED. PROVIDE AS PART OF THE PLANS.
CONSTRUCTION DETAILS FOR THE STEEL FRAMES AT THE
5
-
• .
Carlsbad PC2017-0009
•. 6/8/17
OPENINGS IN THE CONTANERS. THE RESPONSE WAS "DETAIL ON.-
S1.2" THERE IS NO SHEET S1.2
C. Detail the ramp access to these container areas where the
floor of the container is elevated above the floor of the tenant space.
- • THE RESPONSE WAS "DETAIL S1.2" THERE IS NO SHEET S1.2
3. Detail the construction of the all glass partitions shown as part of the conference
- •-
- •
room and offices. These glass partitions must be braced at the top and bottom
i - • to resist the code required out-of-plane load of 5 PSF. CBC 1607.14. The
- response to this item references me to detail 9/A2.2. this detail appears to
'S show a full height glass wall extending from the slab to the roof framing.
This is not what the plans show for the glass walls. The window schedule
on sheet Al .3 lists these walls as only 7'-0" high. They will not extend to
the roof framing for structural support. Provide detail for the support of the
...•• .•. . window walls that are only 7'-0" high. THE RESPONSE DIRECTS ME TO
DETAIL 91A2.2. THIS DETAIL SHOWS THE 1/2 "TEMP. GLASS PANEL
EXTENDING FROM THE FLOOR TO THE ROOF. THE HT FROM FLOOR TO
ROOF IN THESE BUILDINGS IS APPROX. 18FT. THE 1/2 GLASS WILL NOT
-. . .- COMPLY WITH THE CODE AND SPAN VERTICALLY 18FT.
4 Specify the ceiling finish for the office and conference room areas Do you intend
to install suspended ceilings in these areas as part of the tenant improvement?
The response indicates details 1-31A2.2. It is not clear which of the
enclosed areas have suspended ceiling and which do not. Provide a
reflected ceiling plans show the various ceiling construction proposed for ;
the various rooms shown on the plans. THE RESPONSE WAS -
"APPOLOGIZE.....REMOVED T-BAR DETAILS FROM A2.2" THE .
SUSPENDED CEILING DETAILS ARE STILL INCLUDED ON SHEET A2.2
'• .. •
• AND FLOOR PLANS ON SHEET A1.2 & Al.l REFERENCE DETAIL 1-3/A2.2
. : .
WHICH ARE THE SUSPENDED CEILING DETAILS.
• MECHANICAL
10. A GFCI protected receptacle outlet is required within 25 feet and on the same .
level as the mechanical equipment (heating, air-conditioning, and refrigeration •
equipment). Please include on the plans. NEC 210.63. No response and not
shown on the plans. THE RESPONSE DIRECTS ME TO "ml & m2 AT TOP
LEFT UNIT CLOUDED". I DO NOT FIND THE CLOUDED NOTE ON SHEET
MI&M2
-
.
S
S
•
.
• - •0•
S END OF PLAN RECHECK S
'S •'
5 5- 5 . - • S .
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to -
S__S
I •S ,•.
- - -
Carlsbad PC2017-0009
6/8/17
perform the plan review for your project. If you have any questions regarding these plan
review items, please contact Chuck Mendenhall at EsGil Corporation Thank you
- ..
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EsGil Corporation
V V
•,
VV In Partnership with government for Bui(iing Safety
- V
- • - - V VV Y'• - V
V - - VV Y. DATE: 5/15/17 V
U APPLICANT V
1 'JURIS. JURISDICTION:. Carlsbad (u PLAN REVIEWER
VV V U FILE V PLAN:cHEcKNo.: PC2017-0009 SET: II
V
PROJECT, ADDRESS: 2320 & 2330 Faraday Ave. V '•
V •'
. . PROJECT NAME: Spec Suites TI
_V't. •' _ - -
. V FT 'The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes
V V V V
LI ¼ The plans transmitted herewith will substantially comply with the jurisdiction s
V codes when minor deficiencies identified below are resolved and checked by building
V department staff.
V
V
LI V The plans transmitted herewith have significant deficiencies identified on the enclosed check list'
V
V
V _.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 EsGil
VVV V,Corporation until corrected plans are submitted for recheck.
V
The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant
4 . contact person
V V .The applicant's copy of the check list has been sent to:
V
V
V V Joshüa Gibbs V •
V • - V
. •VVi e-mail V•
V
V V V
• EsGil Corporation staff did not advise the applicant that the plan check has been completed. : V
EsGil Corporation staff did advise the applicant that the plan check has been completed
".Person *contacted: Joshua Gibbs Telephone #: (760) 294-0277
V V VDate contacted:S'IIi('? (by- ()3 Email: josh@trivistacorp.com V
.
Telephone Fax in Person
LIL REMARKS
'V By: Chuck Mendenhall
V Enclosures: -
V * V EsGil Corporation •• V
V
•V.V V
.. - []GA El EJ El MB El PC 5/9/17
* , •• V
:- • V
- V - V _ - - V . • V •
V V V V V V • V V V V -
V VV• V • V V - 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576
-
VjV.
V' • V • V . • 'V V VV •
V - •• V • -
• V
V
•• .-
.- V --
I -
- Carlsbad PC2017-0009
5/15/17
-
- 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:
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 Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
Bring TWO corrected set of plans and calculations/reports to EsGil Corporation,
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
4 Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
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.
What is the purpose of the container listed on the floor plan of each building?
- 'Why is the space listed as container? Specify and detail the wall construction for -
- this space. The response indicates these are shipping containers to be
used for possible seating area The plans also show these containers as
- kitchenettes. The shipping containers are designed to act as a unit with
one end containing doors The plans show that you intend to cut out large
section of the container walls for use within the space. The following V
- '-'- applies to the new containers
', •. A. Provide design engineering for the anchoring of the containers
- to resist seismic sliding and overturning loads. '
B. Provide structural design and detailing for the structural
V
V ' - V
V support of the containers where the large wall section will be V -
•
*
. removed. Show that the remining container structure can withstand V
seismic loads with the large wall sections removed
• V I - • •
•
C. Detail the ramp access to these container areas where the V •
V • -
V
floor of the container is elevated above the floor of the tenant space
3. -Detail the construction of the all glass partitions shown as part of the conference V -'
V room and offices. These glass partitions must be braced at the top and bottom V - ' •
to resist the code required out-of-plane load of 5 PSF. CBC 1607.14. The - V • ' V response to this item references me to detail 91A2.2. this detail appears to
- show a full height glass wall extending from the slab to the roof framing
'V • • "•*V - V V
- - .
VV
V,
Carlsbad PC2017-0009
VV
I 5/15/17 .. -
This is not what the plans show for the glass walls The window schedule
on sheet Al .3 lists these walls as only 7'-0" high. They will not extend to
the roof framing for structural support. Provide detail for the support of the --
window walls that are only 7'-0" high
4 Specify the ceiling finish for the office and conference room areas Do you intend
to install suspended ceilings in these areas as part of the tenant improvement?
The response indicates details 1-3/A2.2. It is not clear which of the
enclosed areas have suspended ceiling and which do not Provide a
reflected ceiling plans show the various ceiling construction proposed for
the various rooms shown on the plans
-
. ENERGY CONSERVATION
V VV•V . -
.
7 For plans submitted for plan check on or after 1/02/17, provide an envelope
energy design detailing compliance with the Mandatory Measures and either the
V Performance or Prescriptive Methods of compliance. This applies to the entire
building which is shown to be completely conditioned. The response was V
V .. .. "Added T24 Envelope Forms". There were no energy envelope forms either
-
V
attached to the plans or included with the documents submitted for -
recheck This item still applies
-
8 Show on the plans the required roof and exterior wall insulation Not provided
MECHANICAL
10 A GFCI protected receptacle outlet is required within 25 feet and on the same
level as the mechanical equipment (heating, air-conditioning, and refrigeration
- -: -- equipment). Please include on the plans. NEC 210.63. No response and not V
shown on the plans
t •V V. 11 Detail interior ladder access to roof mounted HVAC equipment The response V., . •- was Added to Mech plans,, there was no interior roof access shown on
- the mechanical plans
END OF PLAN RECHECK
V V
The jurisdiction has contracted with Esgil Corporation 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 Chuck Mendenhall at EsGil Corporation Thank you
-• . .
-4. -
- V - V. - - .
--
V
V
V
-
V.
4
- -
EsGil Corporation
In PartnersIip with government for Building Safety
, DATE: 4/5/17 E3 JPPLICANT
2 JURIS.
--JURISDICTION: Carlsbad 0 PLAN REVIEWER
-
El FILE
PEA. N CHECK NO. PC2017-0009 SET:I
;PROJECT ADDRESS: 2320 & 2330 Faraday Ave.
PROJECT NAME: Spec Suites TI
- The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
LIII 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. • -.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list"
- and should be corrected and resubmitted for a complete recheck.
Thecheck list transmitted herewith is for your information. The plans are being held at EsGil .•
-
, Corporation until corrected plans are submitted for recheck. 2
"LE1 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
. -' contact person.
.t
The applicant's copy of the check list has been sent to:
- Joshua Gibbs
e-mail -
EsGil Corporation staff did not advise the applicant that the plan check has been completed.
EsGil Corporation staff did advise the applicant that the plan check has been completed.
-
Person contacted: Joshua Gibbs Telephone #: (760) 294-0277
' .: 2ate co acted: kj$ (by:C)i Email: josh@trivistacorp.com
LTlaiI Fax In Person
REMA
- q
- -•. By: Chuck Mendenhall Enclosures:
EsGil Corporation *
Li GA LI EJ LI MB [I PC 3/27/17
.t.,
--
2 •' ••
932O Chesapeake Drive Suite2O8 • SanDiego,California92l23 • (858)560 1468 • Fax(858)560 1576
Ca1sbad PC2017-0009
4/5/17
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PC20 17-0009 JURISDICTION: Carlsbad
USE: General Office and Open storage
TYPE OF CONSTRUCTION: JIB ACTUAL AREA: 2320=21,740 sf
2330= 16,160 sf
ALLOWABLE FLOOR AREA: 70,000
ISPRINKLERS?: Yes
II REMARKS:
STORIES: one
HEIGHT: no change
OCCUPANT LOAD: 2320= 92
2330= 75
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 3/27/17
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall
COMPLETED: 4/5/17
FOREWORD (PLEASE READ):
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 coDy) 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.
,.t
. Carlsbad PC2017-0009
. 4/5/17
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
hO 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 Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation,
. 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 Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
1. What is the purpose of the container listed on the floor plan of each building?
Why is the space listed as container? Specify and detail the wall construction for
this space.
1
Reference the wall construction details found on sheet A2.1 to the floor plan wall
legend found on sheets A1.1 & A1.2. Clarify where wall detail 3 on sheet A2.1
applies to the floor plans.
Detail the construction of the all glass partitions shown as part of the conference
room and offices. These glass partitions must be braced at the top and bottom
to resist the code required out-of-plane load of 5 PSF. CBC 1607.14.
Specify the ceiling finish for the office and conference room areas. Do you intend
to install suspended ceilings in these areas as part of the tenant improvement?
5 Plans show one unisex rest room Provide calculations to show compliance with
.CPC Table 422.1 "Minimum Plumbing Facilities" and occupant load CPC
Chapter 4 Table "A" Please include the occupancy classification and the number
of occupants.
Include with the plans structural design calc's to show tha the existing roof
construction can support the proposed new HVAC units that weigh 1,009# &
580#
.
I ENERGY CONSERVATION
4
7. For plans submitted for plan check on or after 1/02/17, provide an envelope
energy design detailing compliance with the Mandatory Measures and either the
f..
-:
- - -
Carlsbad PC2017-0009
4/5/17
Performance or Prescriptive Methods of compliance. This applies to the entire
-building which is shown to be completely conditioned.
8 Show on the plans the required roof and exterior wall insulation
PLUMBING
9 Show on sheet P1.1 mm 1/4" per 12" slope on drain and waste lines
MECHANICAL
10 A GFCl protected receptacle outlet is required within 25 feet and on the same
level as the mechanical equipment (heating, air-conditioning, and refrigeration
equipment). Please include on the plans. NEC 210.63.
11 Detail interior ladder access to roof mounted HVAC equipment
4.
END OF PLAN REVIEW
Thejürisdiction has contracted with Esgil Corporation 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 Chuck Mendenhall at EsGil Corporation Thank you
it
-I
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S
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7 -
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7-
Carlsbad PC20 17-0009
4/5/17
fDO NOTPA Y— MIS IS NO TAN/NVO/CEJ
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: PC2017-0009
PREPARED BY: Chuck Mendenhall DATE: 4/5/17
BUILDING ADDRESS: 2320 & 2330 Faraday Ave.
BUILDING OCCUPANCY: B, Si
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
2320 TI 21740 City Est
2330 TI 16160 City Est
Air Conditioning
Fire Sprinklers
TOTAL VALUE 162,300
Jurisdiction Code Icb IByOrdinance I
Bldg Permit Fee by Ordinance F v
Plan Check Fee by Ordinane
Type of Review: 0 Complete Review
I $849.711
l(31l
D Structural Only
O Repetitive Fee
{rRepeats
.0 ether
Hourly Hr. @ *
EsGil Fee
Comments N/A ln addition to the above fee, an additional fee of $
/hr. for the CaiGreen review.
$475.84
is due i
Sheet 1 of 1
macvalue.doc +
. - ' .-
- .5--'.
AMENGINEERS -
Consulting structural engineers
325 W. 3rd Ave., Suite 205 • Escondido, CA. 92025
Phone (760) 741-7306 Fax (760) 738-8364
- ,• . K. * -
STRUCTURAL CALCULATIONS
PROJECT NAME Faraday AC Units
- PROJECT NO: 2017026
-
CLIENT Trivista Inc
- I
This sigñatureistobeawet I
signature not a copy
APPROVED
DATE SIGNED : L
FE
OF C
PC2017-0009 -
2320 FARADAY AVE C
ALVAREZ & MARSAL CAP: SPEC SUITES FOR BUILDINGS
(TI 21.740 SF FOR 2320 FARADAY & TI 16,160 SF FOR
2330 FARADAY)
--
2120612900
5/5/2017
PC20I 7-0009
-
ENGINEERS
- Consulting Structural Engineers
325 W. 3rd Ave., Suite 205, Escondido, CA. 92025
Phone (760) 741-7306 Fax (760) 738-8364
JOB .
SHEET NO. JA - OF .
CALCULATED BY _________________________ DATE
A M ENGINEERS
Consultina Structural Enaineers
(760) 741-7306
JOB 7O4.
AM ENGINEERS SHEETNO 3
* Consulting _Structural Engineers
________________ __________________________ CALCULATED BY DATE (760) 741J306
4 * -
JOB
"A-M ENGINEERS SHEET NO. I OF
p.: Consulting _Structural _Engineers
CALCULATED BY DATE
(760)741-7306
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AM ENGINEERS
Consultina Structural Enaineers
JOB -.
SHEET NO. OF
CALCULATED BY ____________________ DATE
(760) 741-7306
JOB 2j7o2
SHEET NO. OF
CALCULATED BY ________________________ DATE .• -
AM ENGINEERS
Consulting Structural Engineers
(760)741-7306
I-
(A') x' ii,'otz
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,ct.1vIr
DESIGNED
A. M.
May, 2017
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AM ENGINEERS
Consulting structural engineers
325 W. 3rd Ave.. Suite 205 • Escondido, CA. 92025
Phone (760) 741-7306 4 Fax (760) 738-8364
STRUCTURAL CALCULATIONS
. • .
\ PROJECT NAME : Scott St. Steel Container wall ening
PROJECT NO. : 2017010 1[Op,.1
.
..
CLIENT Trivista Inc. sb/fr
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APPROVED A v'
DATE SIGNED
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., AMENCINEERS
Consulting Structural Engineers .
325 W. 3rd Ave., Suite 205, Escondido, CA. 92025
Phone (760) 741-7306 Fax (760) 738-8364 --- -
DESIGN CRITERIA
(Roof Loading)
Roofing r 1.0psf
Rafters . 2.0 psf
" misc.,20psf
5psf
- .
LL= 20psf
Seismic:.Seismic Design Category A
Wind: Exp. "C"
Soils Brg=1500psf
Concrete fc=2500 psi for footings and slab
3 . . '. Reinforc.: Fy=60000 psi for #5 and grater
4 Fy=40000 psi for #4 and smaller
-
\.
Steel ASTM A500 grade B for tubular sections
- ASTM A501 or ASTM A53 type E grade B for circular sections I ASTM A572 grade 50 for all other sections
4, ........ - 4
4 .
' Weld: Welding should -conform to AWS D1-1. All'welding shall be done by electric
arc process using approved rods and performed by certified welders All
4 fabrication and welding shall be performed in the shop of an approved
- - "- fabricator. The approved fabricator must submit a certificate of compliance in
accordance with C.B.C. All field welding requires continuous
special inspection and all shop welding requires periodic special inspection
V V •. .: • - .File c:lUserskAdrhihIDOCUME—IENERCA—IISTORAGI~l:EC6','r
' L ENERCALC INC 1983-2017 Budd617329 Ver6'17329 X
Container wall opening
Risk Category. •
V
- Calculations per ASCE 7-10
Risk Category of Building or Other Structure: ll : All Buildings and other structures except those listed as Category I, Ill, and IV ASCE 7-10, Page 2, Table 1.5-1
Seismic importance Factor = 1 ASCE 7-10, Page 5, Table 1.5-2
Gridded Ss & S1value5ASCE.7-10 Standard . . V ASCE 7-1O 114:1
Max. Ground Motions, 5% Damping: Latitude = 33.380 deg North
S 1.315 g,0.2secresponse Longitude = 117.206 deg West
= 05070 g, 1.0 sec response Location: Fallbrook, CA 92028 V
Site Class, Site Coeff:añd.Design Category. -
Site Classification D :Shear Wave Veloéity 600 to 1,200 ft/sec = 0 ASCE 7-10 Table 203-1
Site Coefficients Fa & Fv . V Fa = 100 V ASCE 7-10 Table 11.4-48 11.4-2
(using straight-line interpolation from table values) Fv = 1.50 V 1.
MaximUm Considered Earthquake Acceleration S MS = Fa * Ss = 1.315 - ASCE 7-10 Eq.-11.4-1
Ml = Fv • 51 = 0.761 V ASCE 7-10 E. 114-2
Design Spectral Accel eration DS= MSV3 = 0.877 ASCE 7-10 4. 11.4-3
D1 S M1213 0.507 V ASCE 7-10 Eq: 11.4-4
Seismic Design Category
- . - V. = D 4SCE 7-10 Table i16-1 & -2
'Resisting System . .. ' . ASCE 7-10 Table 12.2-1,
Basic Seismic Force Resisting System. . . Moment Resisting Frame Systems
Ordinary steel moment frames V
-
Response Modification -Coefficient R = 3.50 Building height Limits:
.
Sstem Overstrength Factor wo = 300 Category *A & 8 Limit: No Limit
- Deflection Amplification Factor Cd = 300 Category C Limit: No Limit
V V V Category D Limit: Not PermittedP-h
NOTE! See ASCE 7-10 for all applicable footnotes. Category E Limit: Not PèrmittedP-h V -
. Category *F Limit: Not PermittedP-i V
-Lateral Fóce Procedure . , . V ASCE 7-10 Section 12.8.2
Equivalent Lateral Force Procedure
-
. The "Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-10 12.8
Determine Building Period . V -- Use ASCE 12.8-7
Structure Type for Building Period Calculation: All Other Structural Systems
Ct value = . 0.020 hn : Height from base to highest level = 8.0 ft V
x"alue, VV = 075 .
- Ta Approximate fundemental period using Eq. 12.8-7 :. V Ta = c * (hn Ax) = 0.095 sec •
V -
Long-period transition period per ASCE 7-10 Maps 22-12 -'22-16 . 8.000 sec
V
V Building Period Ta Calculated from Approximate Method selected = 0.095 sec .
V I Cs Responée Coefficient -
L' • ._...-...-...--
ASCE 7-10 Section 12.8.1.1 V
ASCE SeusmIcrBas She
:
A M Engineers
325 W. 3Rd. Ave., Suite 205
Escondido, CA. 92025
. (760)741-7306
Title Block Line 6
Project Title: Scott St.. storage wall opening - I Engineer: AM Project ID: 2017010
Project Descr: Removing existing steel container wall opening
P,inId-1AHVA17 I-PU
', 'DS QIIJJI VIIUU L3II pel.,LIu rwpuiie
R *: Response Modification Factor
I :Seismic Importanc
sti
e Factor *
- •• ;Seisniic Base Shear
Cs • 0.2505 from 12.8:1.1
- / -
- *4*411 ''"... M. ''1111"''7 -
= - 3.50 From Eq. 128-3 & 12.84 , Cs need not exceed . =
1 From Eq. 12.8-5 & 12.8-6, Cs not be less than
Cs Seismic Response Coefficient = = 0
V ASCE 7-10 Si
W (see SumWi below) = 0.00k
Seismic Base Shear V = Cs * W 0.00 k
•• * •.4. 0
A M Engineers - - Project Title: Scott St. storage, wall opening -
325W. 3Rd. Ave., Suite 205 - . . Engineer: AM Project ID: 2017010
Escondido, CA. 92025 - Project Descr: Removing existing steel container wall opening
(760)741-7306.
. Title Block Line 6 - Printed: 18 MAY 2017 12:21PM
Vertical Ditribution of Seismic Forces ASCE 710 Section 12 83
- k : hx exponent based on Ta = 1.00
Table of building Weights by Floor Level... .-
Level # Wi Weight Hi: Height (Wi * Hi" k) Cvx Fx=Cvx • V Sum Story Shear Sum Story Moment
SUm Wi = 0.00 k Sum WI * Hi = 0.00 k-ft Total Base Shear 0.00 k
. -.;• . .
Base Moment 0.0 kft
: .Diaphrágm FOrces.Sei iicDesih Catègóry "B".to "F" .
0 ASCE 7-10 ,2.10.1.1
Level# Wi Fl . Sum Fl Sum WI Fpx:Calcd Fpx: Min Fpx: Max Fpx Dsbn. Force
Wpx
.
....................... . ..... Weight at level of diaphragm and other structure elements attached to it.
Fl ... ...........................Design Lateral Force applied at the level. .
- Sum Ft. .......... . ............. Sum of "Lat. Force" of current level plus all levels above 0 : • t .
MIN Req'd Force @ Level ........0.20 * Os' * Wpx ' .. .
MAX Req'd Force @ Level .........0.40 * s DS'
* Wpx
,Fpx: Design Force @ Level ........Wpx * SUM(x->n) Fi I SUM(x-n) wi, x = Current level, n = lop Level - • - • 4
- • .
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0, • •.* - 4
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AM ENGINEERS
Consulting_ Structural _Engineers
(760) 741-7306
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Label 1 ly A AV jAz
.1 Default 1.00 1.00 1.00 1.00 1.00 t.00
2 HSS6X4X1/8 11.40 6.15 12.60. 2.23 1.12 112
HSS4X4X1/8 4.40 4.40 6.91 1.77 . 0.89 - 0.8'
'Load Cases
load Combinations
No. Label P-Delta Load Case Fa
1 Default No Default
2 AISC14ASD LC2 No Default
j ______________________ _____________________________________________________________ _____________________ DL
-
-
.
- LL-floor .
3 A15C14-ASD LC5c Not Defaul
.
__________ . DLJ
Seisrnicl 10.7
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'VersdFrame (Build 608.0) by Digital Canal Corp
General Info
Page '. '. 5
&2o/?f 0
Item
Model Name Container moment frame Job #20170 1
Company AM Engineers
Enginee 1AM
Notes '. steel moment frame on side of container wall openi.
Units
- Item Vidu
Length
Diiiiension in
Force . kip
- . Linear Fore ki
- Moment ki
Linear Momen . kip-ft/ft
- Surface Pressure lb/ft'2
Translational Displacement in
Rotational Displacement ra
Temperature _F
Modulu kip/m"2
Weight Densitv lbtftA3
Reinforcement Area in
Stress . lb/in "2
- Nodal Translational Spring lb/u
. Nodal Rotational Spring lb-inYrad
Line Translational Srinp kip/inA2
Surface Translational Spring
Materials
Units: Youngs Modulus(E),fc, fy, fvs [kip/inA2]: Weight Density (Wc) [lb/11A3];
Thermal Coefficient (Tc) [I/F]
No.1 Labell El Poisson Ratio 4fy
-. . 11 Default 29000.0001 0.3 60.0001
Sections
S.
-:Units:lz[ly, J [inA4]; A, Ay, Az [in2]
H
No Labe T'pi
Defaul Deal-D
2 DI . DeaI-D
3 LL-lloo Livi-L
4 Seismi Earthguak-E
5 Wini . . Wind-',\
file:///C:/Users/Admin/`Documents/Storage%20frame.htm 5/18/2017
/2° I 700
Defaul
Dl
Page.:
0:61
10.6
- Load Combination 3: AISCI4-ASD LC5c
4
-.Load Combination 4: AISCI4-ASD LC8b
Nod D
I 0.000e+00
2 1.093e-00
- x Dy D - Do. Do y Do
• - 0 0.000e+000 - 0.000e+00 0.000e+00 0.000e+000 - -1.291e-003
- -1.990e-004 0.000e1-00 0.000e-1-00 0.000e+000 -8.359e-004 • ..l.092e-00 -3.434e-004 0.000e0 0.000e+00 0.000e+000 2.448e-00
0.000e+000 -1.422e-010 0.000e+00 0.000e+000 0.000e+000 -I-.829e-O03
VersFrame (Build 608.0) by Digital Canal Corp.
A1SC14ASD LC8b
Combination DL
Ndes
Units: Coordinates X, Y, Z [It]
No Node-I Node-2 Section Nlateria Local Angl
(deg CrackingLength Release Nonlin1ea
I I 2 3 1 0.00 1.00 8.00 0000
2 2 3 2 1 . 0.00 1.000 14.50 0000 1 0
3 3 4 3 I 0.00 1.000 8.00 0000 1 0
, NodálLoads
I -
Units: Force [kip]: Momiit [kip-ft]; Direction: 0X. IY, 2Z. 3=OX, 40Y, 50Z
'Point Lods.,
- Units: Force [kip]; Moment [kip-ft]: Coord-Sys: Loca]=0, Globall:
Direction: 0=X, 1= Y, 2=Z, 30X, 40Y, 50Z
Line Loads
*
-
Units: Foke [kip/ft]; CoordSys: LocaI0, GIobaII; Direction: 0X. lY, 2Z
Nodal Displacements
Uni(s: Displaôements Dx,Dy,. Dz [in]; Dox, Doy, Doz [radj
Load Combination 2: AISCI4-ASD LC2
I Nod Dx Dv
003 -
.003
Do. Do Do
- 0.000e+000 -5.613e-010 0.000e+ 00 0.000e+000 0.000è+000 I.348e-003
I.508e-004 -1.356e-003 0.000e-i-00 0.000e+00 0.000e+000 - -2.70Ie-003
-. . 3 - -1.508e-004 -1.356e-003 - 0.000e+00 - 0.000e+000 0.000e+000 : 270Ie•
0.000e+000 -5.613e-0 10 0.000e+00 0.000e+000 0.000e+000 --I.348e-
Nod Dx . Dy DA Do: Do) .. : Do
I 0.000e+000 0.000ë+000 0.000e+00 0.000e+000 0.000e+000 1:722e-003
2 - -1 093e-001 -2.349e-004 0.000e+00 0.000e+000 0.000e+000 -2.826e-00
-1.092e-001 -9.048e-005 0.000e+00 0.000e+000 0.000e-t-000 6i94e-004
0.000e+000 0.000e+000 0.000e+00 0.000e+000 - 0.000e+000 1.397e-003
file:///C:IUsérs/Admin/Doéuments/Storage%20frame.htm 5/18/20 17
-
Vesa1rame (Build 608.0) by Digital Canal Corp.
Support Reactions ..
.- .
Units: Forc Reactions Rx, Ry, Rz [kip]: Moment Reactions Rox, Roy, Roz [kip-ft]
Load Combination 2: AiSCI4-ASD LC2
'lcmbe, Node Fx (Axial) Fy (Major Shear) Fz (Minor Shear. Mx (Torsion) My (Minor Mz (Major
Moment)
I -0.725 -0.112 0.00 0.000 0.000 . 0.000
-0.725 -0.112 0.00 0.000 0.000 -0.897
2 -0.112 0.725 0.00 0.000 0.000 -0.897
3 -0.112 -0.725 0.00 0.000 0.000 -0.897
- - 31 3 -0.7251 0.1121 0.001 0.00 0.000 -0.89
1 4 -0.7251 0.1121 Hog 0.0001 0.0001 0.000
'... ,.
. .
Load Combination 4 AISCI4-ASD LC8b
Load Combination 3:_AISC14ASDLC5c
Membe, - Node Fx (Axial)
.
Fy (Major Shear)
.
Fz (Minor Shear Mx (Torsion)
.
My (Mino
Moment)
Mz
.
I I -0.106 0.013 0.00 0.000 0.000 0.000
2 -0.106 0.013 0.00 0.000 0.000 0.101
2 2 -0.057 0.106 0.00( 0.000 0.000 0.10
3 -0.057 -0.184 0.00 0.0001 0.000 -0.45
31 3 -0.1841 0.057 0.00 0.0001 0.000 -0.45
- . 4 -0.1841 0.0571 O.00q 0.0001 0.0001 0.00
,
Major
- Membe, Node F (Axial) F)' (Major Shear) Fz (Minor Shear Mx (Torsion) M' (Mino
Moment)
Mz (Major
Moment
1 -0.126 -0.048 0.00 0.000 0.000 ' 0.00
-0.126 -0.048 0.00 0.000 0.000 -0.38
2 2 0.022 0.126 0.00 0.000 0.000 -0.38
3 . 0.022 -0.048 0.00 0.000 0.000 0.172
- 3 3 -0.048 -0.0221 0.001 0.000 0.0001 0.172
4 -0.048 -0.0221 0.001 0.000 0.0001 0.000
- .
tfr - •
, -4.
-' ••
- a, . ,
fil'e://./C:/Usets/Admin/Documeiits/Storage%20frame.htm
1-
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5/18/2017
31
C?
1'
Steel Check Check Report
Project:: Storage frame (C:\Users\Admin\Docünients) Company: AM Engineers
Description: steel moment frame on side of container wall opening. User: AM
Date: 05/18/2017 I2;12 PM Software: Digital Canal VersaFrame
- -
-, Code Check Results (ASD14)
CRITICAL STRESS SUMMARY
SELECTED LOAD COMBINATIONS
- - Load Combination Code Cheek Total Live Dependent Conditional
A1SCI4-ASDLC2 -• - •• x - x x - - •
AISCI4-ASD LC5c - - - x - x - x -
A1SCI4ASD_LC8bi - --- - - - x- x x -- -
ID Section Name
-
Status Coveriiiisg Criteria Stress
Ratio
Load Combination Distance
(It)
1 ' ;-.. HSS4X4XI/8 . OK Live DetlectiónY 0.1870 A1SC14-ASD.LC2. '4.6O00
2 HSS6X4XI/8. OK Live Deflection Y 0.3669 A1SC14-ASD_LC2 7.2500
HSS4X4XI/8 OK Live Deflection 0.1870 AISCI4-ASD.LC2 . -3.4000
4, I F, (ksi) 50 Ybr (in) 2 C
LOAD EFFECTS:
P (kips) M (ft-kips) M (ft-kips) V (kips) V (kips)
0.725 -0.8969 -o -o -0.1121 .
SOLUTION
I. CHECK AXIAL STRENGTH . -.• -
.- ,(a). Flexural & Local Buckling
A(in2) 1.77 bc(iri) 4 1.84 S(in 3) 2.2
l (in') 4.4 t1 (in) 0.116 K I S (in') 2.2
l (in4) 4.4 d (in) 4 K. I Z(in3) 2.56
r (in) 1.58 t, (in) 0.1l6 L (in) 96 4(m3) 2.56 -
r, (in) - 1.58 k (in) 0.232 L (in) 96
J(1n4) 6.91 xn(in) 0 L(in) 96
C,, (in') 0 y, (in) 0 Cb I -
0 . x,,, (in) 2 C,..,, I Welded No
(d). V-Axis Yielding
: Description
:M,,_(ft-kips)
- (c). Y-Axis Flange Local Buckling
Description Formula Value Code
b4,,/ t 31.48 Table B4. lb
1.12 (El F)5 26.97 Table B4. lb .
- 1.40 (El F)"5 - 33.72 Table B4.lb
Formula
= F.. 7
Value
10.67
Code
F7-1
-See1 Check Report for Storage frame Page 10
. . Design Procedure for Member I: 14SS4X4XII8
Designed according to .4/SC .450 14th Edition (2010)
Critical load effre-tai distance 8fre1 under loud combination AISCI4-11S0LC2
INPUT. -
PROPERTIES:
Description Formula Value Code
KL/ r max(K,L,, / r,,, K.Ly I r) 111.8
Q . for tubes and HSS Q= 1.0
- - Q4 . Section is compact: Q,, = I I E7.2
Q Q Q S I E7
- F. F= Ei/(KL/rf 22.9 E34
F,,(ksi) •,, (forQF.JF<2.25) F,,=Q0.658 20.05 E7-2
Axial Capacity: P = F4, A = 35.49 kips: P4 P/ 21.25 kips
5-
2. CHECK FLEXURAL STRENGTH -
- (a). X-Axis Yielding .
Description Formula . Value Code
. M,, (t-kips) . . Me,, = F Z.,, 10.67 F71
; . . (b). X-Axis Flange Local Buckling
-, • . . . ., - -
(c): X-Axis Web Local Buckling
Description Formula Value • Code
- . . h04 lt 31.48 Table B4.lb
2.42 (E / F)°5 • - 58.28 Table B4. lb
5.70 (E/ F)" . 137.3 Table 84Jb
Web is compact. M = Mp 10.67 F7.3.(a)
Description Formula Value Code
- b44, / t 31.48 Table B4.1
1.12 (E / F)°:5 26.97 Table B4.1 b
1.40 (E / F)°3 33.72 Table B4. lb
M M,,, = M,, - (M - FYS,) (3.57(b/t)(F,iE)4'5 -4) 9.666 F7-2
r
C:\Users\Admin\Documents 05/18/2017
.i _t.•. -
IL
Steel Check Report for Storage frame Page (f
M M = M (M1 F S ) (3 57(b/t)(FIE)°5 4) I 9,666 I F7-2 I
(c). Y-Axis Web Local Buckling -
Descri tion - Formula - p - Value Code
- : . hlt 31.48 . Table B4.lb l
2.42 (El F,j°5 58:28 Table B4.lb
5.70 (E / F)5 137.3 Table B4.1 b ,
- - M, . Web is compact, M, = M 10.67
Description ' Formula Value Code
k . k=5.0 5.0 05
- C1= I 1.00 02-3
A,,. . . A,,.2ht
- where hn,, = d - 3 t
0.85 05
. V,. -. . V,. = 0.6 FVAWC. 25.42 02-I
Description -. Formula Value Code
k,. . . . . k,.=5.0 5.0 05
C,.=I 1.00 02-3
A, ,
-.
- , A,, = 2 b11,, t
..where b11,,=b-3 t
0.85 05
V,.,' V,,,_=0.6F,.A,,C,. 25.42 02-I
Flexural Capacity - Strong Axis: M,,, = 9.666 ft-kips: M = M,,,/'*,= 5.788 ft-kips
ç,
Flexural Capacity ' Weak Axis M,,,,=9 ft kips M = M J = 5.788 ft kips
- 3. CHECK AXIAL AND FLEXURAL INTERACTION
Description - Formula Value Code
., P, (kips) .. P 1,= EL,i 2 l(M1N(l, K,)L,)2 136.6 A-8-5 -,
-
, 131 . Bi 1(1 - ' Prl Pa,,) >= 1.0 1.009 A-8-3
Mr(ftkIp5) I B1 M . . . . -0.9046- A-S-i . I
- P (kips).. = El,- 2 / (MIN( I, K)L)2 136.6 A-8-5
= C,2 1(1 - Pr / P 1 ) > 1.0 1.009 A83
M.(ft-kips) BuM, 0-: A-8-1 .'
4.. . S. 4 -
Axial and Flexural interaction: for P/P <0.20: Pr/(2PJ + (M./M,,+ M, /M) = 0.1733 (HI-lb) Note:
1 ). Moment magnifiation factor B1 is conservatively applied to overall moment
.2). Moment magnification factor B2 is assumed to have been taken care of by P-Delta Analysis
..-
3). '= 1.6
AXIAL-FLEXURAL INTERACT!ONST,4TUS: OK -
4.. CHECK SHEAR STRENGTH
S.)
V =V =1522
V,-0.lt2I
Vry / ' 0.007366
SHEAR-YSTATUS: OK
'V,.,.=V,rr= 15.22 .
. . - . . . -
- .SHEAR-XSTATUS: OK
5. CHECK TOTAL LOAD DEFLECTIONS (Load Combination: A. - Not Applicable, A - Default)
Description
Allowable A, .
Formula .
. . U240 .
Value
0.40
Code
Not Applicable t
AIIowableA L/240 . . 0.40 Not Applicable
- Note -
A(A) I = 0.00/0.40 = 0.00
TOTAL LOAD DEFLECTION-X STA TUS: OK
0.05 /0.40 0.12
--
.; C:\rJsers\P.dmin\Documents
- 4-
05/18/2017
t
. . c
0 --.
Steel Check Report for Storage frame ?ot7O/2 Page
TOTAL LOAD DEFLECTION YSTATUS OK
6 CHECK LIVE LOAD DEFLECTIONS (Load Combination: Not Applicable Default)
Description Formula Value Code
Allowable 1J360 027 Not Applicable
Allowable . 0 11360 0.27 Not Applicable.
Note:
0.00/0.27 = 0.00
LIVE LOAD DEFLECTION-X STA TUS: OK
/ fAII) = 0.05 / 0.27 0.19
LIVE LOAD DEFLECTION-YSTATLIS: OK
0
0•_ •
er
'Steel Check Report for storage frame 122(7310 Page . /3
Design Procedure for Member 2: HSS6X4XI/8
Designed according to .4IsC -ISO 14:/i Edition (2010)
- - Critical load effect a! distance 7.25 fuel under load e:n,,bi,:a:ion ,11SC14-1S1)LC2 . .
INPUT
PROPERTIES: S
A (in) 2.23 br(in) 4 K. I S,,(1n3) 3.81
l (0) . 11.4 tr(in) 0.116 K I S0 (in 3) 3.08
T, Ti T_6.15 d (in) 6 K I Z,,(in) 4.56
r. (in) . 2.26 t. (in) 0.116 L. (in) 174 Z(in3) 3.46
r, (in) . 1.66 k(in) 0.232 L, (in)174
J(1n4) 12.6 x0 (in) 0 Lt,(in) 0
C(in6) 0 yi(in) 0 Ch
0 . xi,,, (in). 2 C,, I Welded No
y,,, (in) 3 C, - I F(ksi) 50 -
V V, (k
731 -0 0
(a). Flexural & Local Buckling
Description . Formula Value Code
KLlr max(K,L/r,, K,,L1/r) 104.8
Q, for tubes and HSS Q, = 1.0
Q . . Section is compact: Q, = I . I E7.2
•Q Q., Q, I E7
F, F, = E 7-,2'/ (KL / .)2 . 26.05 E34 -
Fcr (ksi) . (for QFJFC <= 2.25) F,,, = Q 0.658 QFnF F,, 22.39 E7-2
Axial Capacity: P. = F,, A 49.93 kips: P, = P,/ = 29.9 kips
.2. CHECK FLEXURAL STRENGTH . . . .
-. - (a). X-Axis Yielding
. Description Formula Value Code
M (11-kips) M, = F Z. 19 F74
-j
(b). r X-Axis Flange Local Buckling
Description . . Formula Value Code
b,1, / t 31.48 . Table B4.1
1.12 (EiF)'- 26.97 Table 84.lb
. . - . 1.40 (El F)"5 3172 Table B4.Ib
mo M,,, = M. - (Me, - FS) (3.57(b/t)(F,/E)'3 _4) 1 16.92 1 F7-2
S •1 ' - 0
(c\ . X-Axic Weh I.nc,tl Hucklino
- -0
LOAD EFFECTS:
P(kips)
0.1121
SOLUTION
I. - CHECK AXIAL STRENGTH
Description . Formula Value . Code A
., . h5a1 / t 48.72 Table 84. lb
-
. 2.42 (El F0) 58.28 Table B4.lb
5.70 (El FoWs 137.3 Table B4. lb
M . Web is compact, M,= M, 19 . F7.3.(a)
rmula Value Code
= R. 7 14.42 F71
'(d). Y-Axis Yielding
Description
M(11-kips)
(e).. V-Axis Flange Local Buckling
Description - Formula Value Code
S b, /t .48.72 Table B4.lb
- 5 1.12 (El F)° 26.97 Table B4.lb
1.40 (El F'3 . 33.72 Table 84.lb .
-
, C:\Uses\Admin\Documents . . . 05/18/2017
Description Formula Value Code
, . . h 1 / t 31.48 Table B4. lb . -
2.42 (El F)'1 58.28 Table B4.lb
.: .
. 5.70 (E /F)°5 137.3 . Table B4.lb -~
M.- S Web is compact, M = Mp 14.42
Description Formula Value Code .• -
P. (kips) = ELr 2 / (MlN(l, K4)L)2 107.8 A85
B1 - 'Pr/Pi)>= 1.0 1.002 A-8-3-
M. (ft-kips) . B1 M . 1.734 A-8-1
(hips) . P i = El 2 / (MlN(l, K1)L)2 58.14 A-S-S
Biy Bly= C y / (1 Pr / P41 ) > 1 0 I 003 A 8 3
- M(ft-kips) . B1 rvl -0 . A-8-1 I
-.4
rM
.Stee1Chck Repàrt for Storage frame . Page
M M=FS 5 I 1079 I 1773&1`74
Note: - - -
I). S is computed with a reduced flange width, be:
. For bending about y-axis, rotate section such that b = 6 and d = 4 in.
be = 1.92 t (E/F)°- (I - 0.38 / (h131/t) (EJF)°) = 4.35635 in.
br,iosj = (b -2 (1.5 t)) - be = 1.29565 in. .
Ar,,,ovi = 0.150295 jii.1
New Neutral Axis = y, = (A d/2 - A,o,j(d - 0.5t1)) / (A - A,41) = 1.85966 in.
Distance from old Neutral Axis y'= d/2 - y,=0.l4O344 in.
lr,4ovt = 1/12 t = 0.000168531 in.4
. y' = d - y -0.5 t = 2.08234 in.'
: . Lr= I + A y'2 - - Arcrnov y"2 = 5.54205 in.4 c
S4-= l-/ (d - y==) = 2.58933 in.'
-
(c). Y-Axii Web Local Buckling .
Flexural Capacity Strong Axis M = 1692 ft hips M = M_/ , = 10 13 11 -kips;
' Flxuial Capacity Weak Axis M = tO 79 ft kips M = M I = 646 It hips
CHECK AXIAL AND FLEXURAL INTERACTION
. :
4
Axial and Flexural lnteracton: for PJPC <0.20: P/(2P) + ( MrdM +- M /M) = 0.1731 (HI - lb ) Note:
- I). Moment magnification-factor B1 is conservatively applied to overall moment
2). Moment magnification factor B3 is assumed to have been taken care of by P-Delta Analysis iv 3f-- = 1.6
AXIAL-FLEXURAL INTERACTiON STA TUS: OK
5 -.-, - -,
a. CHECK SHEAR STRENGTH
Description - -. Formula Value Code
k
C .
k=50
C,= I .
50
1.00
G5 -
02-3
- - . At,, - As,, = 2 h541 t
where htw = d -3 t
1.31 05
- V,, .0.6 FvAwCv 3934 02-I
t
--
'5
- Description - Formula Value Code
k,, . , k,,=5.0 5.0 - 05
- C -. C= I 5 1.00 G2-3 -.
-,, A •-- . A = 2 bt
- where bin1 = b -3 t
0.85 05
_ V - V,,= 0.6 FYAWCV 25.42 02-I -
. . S.
4'•S •4 -,
Vt..I =V,,1=23.56 p,. I
4 V,y O
4._
• v,,/ Vey =o
.SHEAR..YSTATU& OK- --
V =V 1i =1522
- I Vrx -0 - •. -
Vr /V'O
- SHEAR-X STA TUS: OK
- C:\Usrs\Admifl\DoCUrnefltS
- Steel Check Report for Storage fra
5.'CHECK TOTAL LOAD DEFLECTIONS (Load Combina(ion: L., - Not Appliéable, Ay - Default)
Description - - Formula Value Code
Al1owable . . . . ' L/240 . Q72 Not Applicable :
Allowable i 11240 0.72 Not Applicable.
- NOW:
-x(At) / L,(AIl.) = 0.00 / 0.72 = 0.00
TOTAL LOAD DEFLECTIQN-XSTATUS. OK
(LAII.) =0.18 /0:72 = 0.24 -
'TOTAL LOAD DEFLECTION-YSTATUS: OK
6. CHECK LIVE LOAD DEFLECTIONS (Load Combination: ., - Not Applicable, - Default)
Description . . . - Formula ' Value Code
Allowabk.A,. . .. .• '11360 - ' 0.48 ' . :Not Applicable.
• Allowable 11360 • 0.48 Not Applicable-
C:\tJsers\Adrnin\Documents •
-
'/A\1Rv1 AM ENGINEERS
Li UVEJ Consulting Structural Engineers
(760) 741-7306
JOB_~Zo!7o!D 7DFAc
SHEET NO. OF
CALCULATED BY ________________________ DATE r -
.
. ..
... 4L-City0f
Carlsbad
Print Date: 07/17/2018 . Permit No: PREV2017-0164
Job Address: .2320 Faraday Ave
Permit Type:
- .-. BLDG-Permit Revision Work Class: Residential Permit Revisi -
Status: Closed - Expired
Parcel No: :2120612900. Lot #: Applied: 08/01/2017
Valuation: $ 0.00 : Reference #: Issued: 08/22/2017
Occupancy Group: . .• Construction Type Permit
' Finaled:
# Dwelling Units: Bathrooms: Inspector:
Bedrooms: . . Orig. Plan Check #: PC2017-0009 . Final
- . Plan Check #: Inspection: . .
. Project Title: • . -•-.
.
Description: ALVAREZ& MARSAL CAP: ADDING 120 SF DECK (INTERIOR) AND RELOCATING RAMPS FOR ACCESS INTO CONTAINERS
- Applicant: - Owner:
TRIVISTA INC • • . FC LLC A AND M CAPRE FC LLC
JOSH GIBBS . .
. 2320 Faraday Ave
116 Market P1 S
-
Escondidd, CA92029-13S2
760-294-0277- , . . .• •
' FEE' .•. . AMOUNT.
BUILDING PLAN CHECK ADMIN FEE $35.00
MANUAL BUILDING PLAN CHECK FEE $84.38
Total Fees: $ 119.38 Total Payments To Date: $84.38 Balance Due: $35.00
1
.
EXPIRED PERMIT
/ PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C.
SECTION 106.4.4 AS AMENDED BY C.M.C.18.04.030
DATE! '-46 SIGNATURE fç--P -
-. •f
- 4 .
...-,' .. . •• ... .
. • •: / -'•
- . •.- - - - -
-,-
_r•. , /_ . ;'
Building Division -
- 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov . -
(C1ty of PLAN CHECK REVISION Development Services
Building
'
Cdrish
••
ision
APPLICATION 16 35 Faraday
B-15 760-602-2719
www.carIsbadca1gov
Plan Check Revision No. p7- 01VOriginal Plan Check No. 7 ODD
oject Address 2 Date 7_/_1 7 Pr
Contact /I*— Ph 7 _ /j' Fax
Email Mi i) 7 VIL~Th OsIii
rContact Address Iii___ii9kt7_ft/i_City 5 /4 i9I/Z Zip 72?
General Scope of Work 04 1)
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person
1 . Elements revised
6V/Plan's.,'..Calculations Soils Energy Other___________________________
. 2. : 3. 4•
Describe revisions in detail List page(s) where List revised sheets.
- each revision is that replace ,
__________________________________________ shown existing sheets
IzbrJpta ,1/k)
• &Zz<,47) 1A)6 _____________
-
.•i,•, '• '.5
- S. S • S
_______________________________________________________________________________
5. I
i
Doe this revision in any way, alter the exterior of the project? Yes 71 No
Does this revision add ANY new floor area(s)? LI Yes No
Does this revision affect any fire related issues? LI Yes No
•
Is this a complete set? 4-Yes No
:..@~Signature.' ' •:
1635 Faraday Avenue, Carlsbad A 92008 b: 760-602- 2719 f: 760-602-8558 Email: buiIding@carIsbadca.gc/
www carlsbadca_gov
- EsGil Corporation
In (Partners/lip with government for Building Safety
DATE: 8/10/17 0 APPLICANT
- JURIS.
JURISDICTION: çár1sbad \ "0 PLAN REVIEWER
0 FILE
PLAN CHECK NO.: PC2017-0009(PREV2017-0164) SET: REV 1, Set!
..PROJECT ADDRESS: 2320 & 2330 Faraday Ave.
PROJECT NAME: Spec Suites TI
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes
t 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.
-- -
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 EsGil
-' Corporation until corrected plans are submitted for recheck
' The 'applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
-- contact person.
a
- - -., •,
The applicant's copy of the check list has been sent to
EsGil Corporation staff did not advise the applicant that the plan check has been completed
EsG Corporation staff did advise the applicant that the plan check has been completed
Person contacted TelDone #
Date contacted " (by'-N) Email
Mail Telephone Fax In Person _ .•
REMARKS:-'The note clouded in red o t ove re vi d plan sheet from EsGil musj
made to the city set of the revised Ia e to a a 2nd approved sheet'
By: Chuck Mendenhall • Enclosures:
EsGil Corporation
LGA LJEJ LI MB LI PC 8/3/10
•
.
'a
, ••' -• ., a-
I'_.
I.- -
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
'••-- '.
. C
Carlsbad PC2017-0009 (PREV2017-0164)
8/10/17
i [DO NOT PAY— THIS IS NOT ANINVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad PLAN CHECK NO PC2017-0009 (PREV2017-0164)
PREPARED BY: Chuck Mendenhall DATE: 8/10/17
BUILDING ADDRESS 2320 & 2330 Faraday Ave
BUILDING OCCUPANCY: B
-• .
1,
.. :
I....
•:'
-
* Jurisdiction Code cb 113y Ordinance
Bldg. Permit Fee by Ordinance V
,
- -
- . . • Plan Check Fee by Ordinance
Type of Review u Complete Review 0 Structural Only
- - 0 Other - .. - •- - LI Repetitive Fee
- . Repeats Hourly 0.75 Hr. @ *
EsGil Fee
.. Based on hourly rate
Comments N/A In addition to the above fee,an additional fee of$
;" ..•, - Sheet I of 1
macvalue.doc + --
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Rev Floor Plan NA Hrly
- _____________________________ ____________________ __________________________ _____________________ _______________________ ___________________________ Air Conditioning
Fire Sprinklers
_____________________
TOTAL VALUE
c31ityof Carlsbad
Print Date: 07/17/2018 Permit No: PREV2017-0213
Job Address: 2320 Faraday Ave
Permit Type: - BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Expired
ParceI No.. 2120612900 Lot #: Applied: 09/21/2017
Valuation: $0.00 Reference #: Issued: 10/10/2017
Occupancy Group: Construction Type Permit
- . Finaled: -
# Dwelling Units: . Bathrooms: Inspector:
Bedrooms:. Orig. Plan Check #: PC2017-0009 Fihal
Plan Check #: Inspection:
Project Title: -
Description: ALVAREZ & MARSAL CAP: CEILING CHANGES TO EXPAND MEZZANINE
Applicant: * - Owner:
TR1 VISTA , - FC LLC A AND M CAPRE FC LLC
MARK TELFER 2320Faraday Ave
760-801-6013
FEE . AMOUNT
BUILDING PLAN CHECK ADMIN FEE $35.00
MANUAL BUILDING PLAN CHECK FEE $75.00
Total Fees: $110.00 Total Payments To Date: $ 75.00 . Balance Due: $35.00
EXPIRED PERMIT
... 0 - - PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C.
, . SECTION 106.4.4 AS AMENDED BY C.M.C.1.8.04.030
DATEJI718 SIGNATUREM1E.
I
Building Division
1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov .
- 4 1
Original Plan Check Number 2z/7 Plan Revision Number T-0213,
Project Address 22z I I41/Y( 4i,
- -General Scope of Revision/Deferred Submittal: &9J Ai( dt/IJ6- A90;4)1$ ,/2A4tti 2-
-fl,O flL2
CONTACT INFORMATION: .
Name ___194? Lf/I2- Phone 7i Fax
Address_//L /'9I /4 City_é1J2II2D Zip
Email Address ,f14 l) 7R' I45'7 MP -t)/i
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person
1 Elements revised Plans Liii Calculations LI Soils LI Energy LI Other
Des this revision in any way, alter the exterior of the project? Yes No
Does this revision add ANY new floor area(s)? LI Yes j"No
Does this revision affect any fire related issues? LI Yes Er/No
Is this a complete set? Yes No
Signture Date
1635 Faraday Avenue, Carlsbad, C/92008 : 760-602-2719 Fax: 760-602-8558 Email: buiiding@carlsbadca.gov
. .•. . ', www.carlsbadca.gov
4
4
EsGil Corporation
In Partnership with Government for Bui(ding Safety
DATE: 9/28/17 U APPLICANT -
JURIS.
JURISDICTION: fëarlsbad ' U PLAN REVIEWER
U FILE
PLAN CHECK NO.: PC2017-0009 (PREV2017-0213) SET: REV 2, Set I
PROJECT ADDRESS: 2320 & 2330 Faraday Ave.
PROJECT NAME: Spec Suites TI
,
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's, codes.
1 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
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete reôheck.
The check list transmitted herewith is for your information. The plans are being held at EsGil
, Corporation until corrected plans are submitted for recheck
L1 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
El The applicant's copy of the check list has been sent to
Z EsGil Corporation staff dud not advise the applicant that the plan check has been completed
EsGil Corporation staff dud advise the applicant that the plan check has been completed
. Person contacted: Telephone #:
Date contacted (by Email
-
- - Mail Telephone Fax In Person
FT REMARKS /
By: Kurt Culver Enclosures: Previously-approved
EsGil Corporation . plans
Li GA LI EJ [1 MB fl PC 9/25/17
. • ':- •,-
- k /
i
-
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
:.
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Carlsbad PC2017-0009 (PREV2017-0213)
9/28/17
[DO NOT PAY— THIS IS NOT AN INVOICE]
;. • i.. :
••, .. VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: PC2017-0009 (PREV2017-0213)
iT.
•'- -.-. I
PREPARED BY: Kurt Culver DATE: 9/28/17
I - -
-.
1;
BUILDING ADDRESS 2320 & 2330 Faraday Ave
..; 'IBUILDING OCCUPANCY: B
. Jurisdiction Code * cb By Ordinance
I I Bldg Permit Fee by Ordinance V
I 001 Plan Check Fee by Ordinance 1W
Type of Review Complete Review Structural Only :
• .
LI Repetitive Fee E Other •
- • - • 1 • - Repeats . LIHourlv 0.5 Hr. @ *
EsGil Fee $120.00 I • $60.00I
* Based on hourly rate
•••Z .,.
. 4
-
-
- - I
.....• -
. •• -
Cornrrients
Sheet of I
'.- . . . . . -
--
4 ......
-'..
- -• macvalue.doc'+