HomeMy WebLinkAbout2780 CARLSBAD BLVD; ; PCR09132; Permit05-25-2010
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Plan Check Revision Permit No:PCR09132
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
PC#:
Project Title:
Applicant:
SACHIN
2780 CARLSBAD BL CBAD
PCR
2031721400 Lot#:
$0.00 Construction Type:
0
NEW
CB090599
CARLSBAD BEACH GRILL: FORMERLY
GAUYULE GRILL: WINDOWS & DOORS, ON PATIO
Status: ISSUED
Applied: 10/07/2009
Entered By: RMA
Plan Approved: 05/25/2010
Issued: 05/25/2010
Inspect Area:
Owner:
GRIGORAS LUDVIK&VERONICA
760685-1807
2802 CARLSBAD BLVD
CARLSBAD CA 92008
Plan Check Revision Fee
Additional Fees
$250.00
$0.00
Total Fees:$250.00 Total Payments To Date:$250.00 Balance Due:$0.00
Inspector:
FINAL APPROVAL
Date:Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." 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 capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
C ! 1 V
PLAN CHECK REVISION
APPLICATION
B-15
Development Services
Building Department
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
Plan Check Revision No.
Project Address ^? &O
Contact SA cm H
riginal Plan Check No.
7O '
Ph Fax
Contact Address \ftLu)City
General Scope of Work
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
I Elements revised:
Plans Calculations Soils G Energy Other
Describe revisions in detail List page(s) where
each revision is
shown
4
List revised sheets
that replace
existing sheets
TH c -PA i i o H
C i - c
1 P u 1^2 . ro / T u
A-N'o A 1
A- (
5 Does this revision, in any way, alter the exterior of the project?
O Does this revision add ANY new floor area(s)? G Yes
7 Does this revision affect any fire related issues? G Yes
8 Is this a complete set? G Yes
^Signature.
No
No >C£
k PA T L O
1 635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-27 1 7 / 27 1 8 / 27 1 9
www.carlsbadca.gov
Fax: 760-602-8558
f) FiLJL~-ur
fiAjrf- 0^''
&T(
A-PP M<^1^ H/^ C_)F-t /vTvf^p Si Crf
PATH 0-t
H
EsGil Corporation
In Partnership with government for Quitting Safety
DATE: May 2O, 201O ' a JURIS
JURISDICTION: Carlsbad "O^PLAN REVIEWER
a FILEII II • IJ I l\Sl I 1 ->-»PLAN CHECK NO.: 090599
PROJECT ADDRESS: 2780 Carlsbad Blvd.
PROJECT NAME: Guayole's Grill at the Blvd. Restaurant Addition & TI
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.
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.
The applicant's copy of the check list has been sent to:
XI 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: ) Fax #:
Mail Telephone Fax In Person
REMARKS: On sheet A-1.0, specify thatyi&stair handrails will extend at least 12" beyond the
top of the stair (both sides of stair).
By: Kurt Culver Enclosures: Previously-approved
EsGil Corporation plansn GA n MB n EJ n PC 5/17/10
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576
EsGil Corporation
In Partnership -with government for (RuiUing Safety
DATE: May 17, 2O1O a AE^tiQANT
OLJUE1S3
JURISDICTION: Carlsbad a PLAN REVIEWER
PLAN CHECK NO.: 09O599 REV ft/ 0? /2ASET: IV
PROJECT ADDRESS: 2780 Carlsbad Blvd.
PROJECT NAME: Guayole's Grill at the Blvd. Restaurant Addition & TI
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.
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.
The applicant's copy of the check list has been sent to:
Sachin Parlikar
1495 Clearview Way, San Marcos, CA 92078
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
X] Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Sachin Parlikar Telephone #: (760) 685-1807
Date contacted: s \ \1 Ao (by: v— ) Fax #: (760) 591-9399
Mail ^--Telephone Fax ^ In Person
REMARKS:
By: Kurt Culver Enclosures:
EsGil Corporation
D GA D MB D EJ D PC 5/11/10
9320 Chesapeake Drive, Suite 208 +• San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576
Carlsbad O9O599 REV
May 17, 201O
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/underline are current.
GENERAL
1. Please make all corrections, as requested in the correction list. Submit three new
complete sets of plans for commercial/industrial projects (two 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 one 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.
PLANS
3. Please revise the "Plan Check Revision Application B-15" paperwork to specify that the
ramp system has been revised. Please go to the city and revise the paperwork you
submitted back on 10/7/09. A. The plans now specify a hydromechanical grease
interceptor: Please provide manufacturer's cut sheets. The exception in Section
1014.2 of the CPC allows listed grease interceptors to be installed, but only if the
flow controls are INTEGRAL with the unit. The footnote in the literature you
provided states that the flow control is EXTERNAL to the unit (not integral with
the unit), so it cannot be used.
B. Where on the plans does it show all the required information for the proposed stair
(rise/run, handrail, tread stripes, etc.)? First, the plans must be revised to make it
clear that the handrails are to be installed on each side of the stair. Second, the
handrail height must be shown on the plans. Third, the plans must specify color-
contrasting stripes at each tread.
4. Quite a few other sheets from the approved plans must also be revised, to show the
changes indicated on A-1.0. Why weren't the other corresponding sheets revised?
Such as S-2, E-1, etc. Revised electrical plans have not been provided yet. The
electrical sheets have not been signed vet.
Carlsbad O9O599 REV
May 17, 2O1O
5. Please provide a dimension on the plans to show the width of the ramp. The plans
have now been revised to propose a wheelchair lift instead of a ramp:
B. When you show the stair (next to the lift) on A-4.0, be sure to show the required
handrail extensions. The handrail must extend 23" beyond the bottom riser.
Handrails are required on EACH side of the stair, and both handrails must have
the 23" extension.
7. It appears that the deck area (next to the ramp) is being increased in size. Please
clarify. What about the roof over this area? Will it be increased? Please compare
sheet S-2 to A-1.0. You'll see that the deck extends out further now. Please revise the
sheets so that they match. The 4x10 girder has no footing shown below its
intermediate support. Please revise. The plans now specify a 4x6 girder. It is
undersized for the assembly live load. Also, the concrete footing is too small.
ADDITIONAL
To speed up the review process, 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: U Yes U No
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 Kurt Culver at
Esgil Corporation. Thank you.
EsGil Corporation
In (Partnership -with government for Quitting Safety
DATE: May 10, 2O1O ___ J APPIJCANT
JURISDICTION: Carlsbad ^— O-PC^Ni REVIEWER
a FILE
PLAN CHECK NO.: 090599 REV SET: III
PROJECT ADDRESS: 2780 Carlsbad Blvd.
PROJECT NAME: Guayole's Grill at the Blvd. Restaurant Addition & TI
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.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
XI 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.
XI The applicant's copy of the check list has been sent to:
Sachin Parlikar
1495 Clearview Way, San Marcos, CA 92078
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: Sacjnin Parlikar Telephone #: (760) 685-1807
Date contacted ^/V<y/<5(by^y^ Fax #: (760) 591-9399
MailK Telephone Fax^/ln Person
REMARKS:
By: Kurt Culver Enclosures:
EsGil Corporationn GA n MB n EJ n PC 5/4/10
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576
CarTsbad 090599 REV
May 10, 201O
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/underline are current.
GENERAL
1. Please make all corrections, as requested in the correction list. Submit three new
complete sets of plans for commercial/industrial projects (two 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 one 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.
PLANS
2. All sheets of the revised plans are required to be signed by the ORIGINAL licensed
architect or engineer responsible for the plan preparation.
A. The plans have not been signed by K. Zayat. Sheet A-1.01 has not been
signed.
3. Please revise the "Plan Check Revision Application B-15" paperwork to specify that the
ramp system has been revised. Please go to the city and revise the paperwork you
submitted back on 10/7/09. A. The plans now specify a hydromechanical grease
interceptor: Please provide manufacturer's cut sheets. B. Where on the plans
does it show all the required information for the proposed stair (rise/run, handrail,
tread stripes, etc.)?
4. Quite a few other sheets from the approved plans must also be revised, to show the
changes indicated on A-1.0. Why weren't the other corresponding sheets revised?
Such as S-2, E-1, etc. Revised electrical plans have not been provided vet.
, Carlsbad 090599 REV
May 10, 2O10
5. Please provide a dimension on the plans to show the width of the ramp. The plans
have now been revised to propose a wheelchair lift instead of a ramp:
B. When you show the stair (next to the lift) on A-4.0, be sure to show the required
handrail extensions. The handrail must extend 23" beyond the bottom riser.
D. Please provide structural information on the plans for the stair next to the lift. This
information isn't on the plans (stringer size, connections, etc.).
7. It appears that the deck area (next to the ramp) is being increased in size. Please
clarify. What about the roof over this area? Will it be increased? Please compare
sheet S-2 to A-1.0. You'll see that the deck extends out further now. Please revise the
sheets so that they match. The 4x10 girder has no footing shown below its
intermediate support. Please revise.
8. Please explain the glass shutters mentioned on sheet A-1.0: Will they completely fill in
the openings between the patio posts? Has this been considered in the design? The
previous plans showed an open patio (light wind loads). By installing the
windows/walls, the wind loads will increase. Please discuss the need for additional
lateral bracing with your engineer and be sure to show the added windows/walls on the
structural plans. Please provide a written response from your structural engineer
on this issue.
ADDITIONAL
To speed up the review process, 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: U Yes U No
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 Kurt Culver at
Esgil Corporation. Thank you.
EsGil Corporation
In Partnership -with government for (Building Safety
DATE: December 8, 20O9
JURISDICTION: Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO.: 090599 REV SET: II
PROJECT ADDRESS: 2780 Carlsbad Blvd.
PROJECT NAME: Guayole's Grill at the Blvd. Restaurant Addition & TI
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.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
XI 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.
[Xj The applicant's copy of the check list has been sent to:
Sachin Parlikar
1495 Clearview Way, San Marcos, CA 92078
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
XI Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Sachin Parlikar Telephone #: (760) 685-1807
Date contacted :'t I *(*>°\ (by:i^-) Fax #: (760) 591-9399
Mail ^-'•'Telephone Fax^^ In Person
REMARKS:
By: Kurt Culver Enclosures:
EsGil Corporation
D GA D MB D EJ D PC 12/2/09
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576
Carlsbad 090599 REV
December 8, 2OO9
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 are current.
GENERAL
1. Please make all corrections, as requested in the correction list. Submit three new
complete sets of plans for commercial/industrial projects (two 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 one 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.
PLANS
2. All sheets of the revised plans are required to be signed by the ORIGINAL licensed
architect or engineer responsible for the plan preparation.
A. The plans have not been signed by K. Zayat.
B. Please explain the sheet numbering system: There are two sheets
labeled as "A-1.0," yet they contain different information. Please revise.
C. Sheet C-1.0 shows the grease interceptor in a different location than
sheet PC-1.0. Please omit all such conflicts.
3. Please revise the "Plan Check Revision Application B-15" paperwork to specify that the
ramp system has been revised. Please go to the city and revise the paperwork
you submitted back on 10/7/09.
4. Quite a few other sheets from the approved plans must also be revised, to show the
changes indicated on A-1.0. Why weren't the other corresponding sheets
revised? Such as S-2, E-1, etc.
Carlsbad 090599 REV
December 8, 2O09
5. Please provide a dimension on the plans to show the width of the ramp. The plans
have now been revised to propose a wheelchair lift instead of a ramp:
A. The ramp is still reflected on A-4.0. Please revise.
B. When you show the stair (next to the lift) on A-4.0, be sure to show the
required handrail extensions.
C. Please provide proof that the wheelchair lift is approved/listed for being in an
exterior location.
D. Please provide structural information on the plans for the stair next to the lift.
7. It appears that the deck area (next to the ramp) is being increased in size. Please
clarify. What about the roof over this area? Will it be increased? Please compare
sheet S-2 to A-1.0. You'll see that the deck extends out further now. Please
revise the sheets so that they match.
8. Please explain the glass shutters mentioned on sheet A-1.0: Will they completely fill in
the openings between the patio posts? Has this been considered in the design? The
previous plans showed an open patio (light wind loads). By installing the
windows/walls, the wind loads will increase. Please discuss the need for
additional lateral bracing with your engineer and be sure to show the added
windows/walls on the structural plans.
ADDITIONAL
To speed up the review process, 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: U Yes U No
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 Kurt Culver at
Esgil Corporation. Thank you.
EsGil Corporation
In (Partnership with government for (Buiftfing Safety
DATE: October 9, 2009 q>PpyqANT
JURIS.
JURISDICTION: Carlsbad tTPCANREVlEWER
Q FILE
PLAN CHECK NO.: 090599 REVPt*. Q ^ )-*&. SET: I
PROJECT ADDRESS: 2780 Carlsbad Blvd.
PROJECT NAME: Guayole's Grill at the Blvd. Restaurant Addition & TI
I | 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.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
A! 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.
XI The applicant's copy of the check list has been sent to:
Sachin Parlikar
1495 Clearview Way, San Marcos, CA 92078
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
X3 Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Sachin Parlikar Telephone #: (760) 685-1807
Date contacted:/0/4/o$ (by: ^ ) Fax #: (760) 591-9399
Mail —' Telephone Faxu-- In Person
REMARKS:
By: Kurt Culver Enclosures:
EsGil Corporation
D GA D MB D EJ D PC 10/8/09
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576
Carlsbad 090599 REV
October 9, 20O9
PLAN REVIEW CORRECTION LIST
COMMERCIAL
PLAN CHECK NO.: O9O599 REV
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 10/7/09
DATE INITIAL PLAN REVIEW
COMPLETED: October 9, 2OO9
JURISDICTION: Carlsbad
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 10/8/09
PLAN REVIEWER: Kurt Culver
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in 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 2007 CBC, which adopts the 2006 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 2006 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.
Carlsbad O9O599 REV
October 9, 2OO9
• GENERAL
1. Please make all corrections, as requested in the correction list. Submit three new
complete sets of plans for commercial/industrial projects (two 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 one 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.
• PLANS
2. All sheets of the revised plans are required to be signed by the ORIGINAL
licensed architect or engineer responsible for the plan preparation.
3. Please revise the "Plan Check Revision Application B-15" paperwork to specify
that the ramp system has been revised.
4. Quite a few other sheets from the approved plans must also be revised, to show
the changes indicated on A-1.0.
5. Please provide a dimension on the plans to show the width of the ramp.
6. The intermediate landing of the ramp must have a length of 6' (not 5'), per Title
24.
7. It appears that the deck area (next to the ramp) is being increased in size.
Please clarify. What about the roof over this area? Will it be increased?
8. Please explain the glass shutters mentioned on sheet A-1.0: Will they
completely fill in the openings between the patio posts? Has this been
considered in the design?
Carlsbad O90599 REV
October 9, 2OO9
. ADDITIONAL
To speed up the review process, 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: U Yes U No
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 Kurt Culver at
Esgil Corporation. Thank you.
Carlsbad O9O599 REV
October 9, 20O9
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Kurt Culver
BUILDING ADDRESS: 2780 Carlsbad Blvd.
PLAN CHECK NO.: 090599 REV
DATE: October 9, 2009
BUILDING OCCUPANCY:TYPE OF CONSTRUCTION:
BUILDING
PORTION
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq.Ft.)
cb
RIHn Pprmit- FPP hu Orrlinanra ^
Valuation
Multiplier
By Ordinance
Reg.
Mod.
VALUE ($)
Plan Check Fee by Ordinance
Type of Review:
Repetitive Fee
I Repeats
D Complete Review
D Other
r-i Hourly
EsGH Fee
$250.00
Structural Only
Hrs.
$200.00
Based on hourly rate
Comments:
Sheet 1 of 1
macvalue.doc +
City of Carlsbad
Public Works Engineering
DATE: .
BUILDING ADDRESS:
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:
BUILDING PLANCHECK CHECKLIST
PLANCI^ECK NO.:
EST. VALUE:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
D A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please see the attached report of deficiencies
marked with D. Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
By:
Pate:
Date:
Date:
FOR OFFICIAL USE ONLY
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
Date: /•
ATTACHMENTS
D Dedication Application/Checklist
D Encina Wastewater Screening Survey
D Encroachment Application/Checklist
D Final Map (Reference)
D Grading Plan Application/Checklist
D Improvement Application/Checklist
D Neighborhood Improvement Agreement
D Right-of-Way Permit Submittal Checklist
and Information Sheet
0 Storm Water Compliance Forms
[] Other
ENGINEERING DEPARTMENT CONTACT PERSON
Name: Linda Ontiveros/
City of Carlsbad CT^V) (Q ££
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2773 Fax: (760)602-1052
Email: Linda.Ontiveros@carlsbadca.gov
CFD INFORMATION
Reference No(s):
Lot No.:
Recordation:
Subdivision/
Carlsbad Tract:
1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562
BUILDING PLANCHECK CHECKLIST
SITE PLAN
D 1 • Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow /-F.-x, Right-of-Way Width & Adjacent Streets
B. Existing & Proposed Structures (^G^) Driveway widths — 5£E:^13 f^ MO^E"
C. Existing Street Improvements 1T^ Existing or proposed sewer lateral
D. Property Lines I. Existing or proposed water service
E. Easements J. Existing or proposed irrigation service
[H C] 2. Show on site plan:
A. Drainage Patterns
1. Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
B. Existing & Proposed Slopes and Topography
C. Size, type, location, alignment of existing or proposed sewer and water service (s)
that serves the project. Each unit requires a separate service, however, second
dwelling units and apartment complexes are an exception.
D. Sewer and water laterals should not be located within proposed driveways, per
standards.
D D 3. Include on title sheet:
A. Site address
B. Assessor's Parcel Number
C. Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE
C CH CH 4a. Project does not comply with the following Engineering Conditions of approval for
Project No.
d CH 4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
IX L~H D 5- Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $ 17,000 . pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 1/2" x 11" plat map and
submit with a title report. All easement documents must be approved and signed
by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
GU f\ D D 6a. All needed public improvements upon and adjacent to the building site must be1 constructed at time of building construction whenever the value of the
construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section
18.40.040.
Public improvements required as follows:
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil Engineer must prepare the
appropriate improvement plans and submit them together with the requirements
on the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
BUILDING PLANCHECK CHECKLIST
, ST 0ND2NU 3KU IMPROVEMENT REQUIREMENTS continued
CD Cl 6b. Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $441 so we may
prepare the necessary Neighborhood Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Future public improvements required as follows:
D D D 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please
return agreement signed and notarized to the Engineering Department.
Completed by: Date:
6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
15.16.010 of the Municipal Code.
D D 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities in cubic yards (cut, fill import,
export). This information must be included on the plans.
D D D 7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
O EH EH 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
D D D 7d .No Grading Permit required.
D D D 7e. If grading is not required, write "No Grading" on plot plan.
BUILDING PLANCHECK CHECKLIST
MISCELLANEOUS PERMITS
D D RIGHT-OF-WAY PERMIT
8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private
work adjacent to the public Right-of-Way. Types of work include, but are not
limited to: street improvements, tree trimming, driveway construction, tying into
public storm drain, sewer and water utilities. To see requirements, visit our
website: www.carlsbadca.gov/engineering
Right-of-Way permit required for:
D D INDUSTRIAL WASTE PERMIT
9. If your facility is located in the City of Carlsbad sewer service area, you need to
contact the Carlsbad of Carlsbad, Development Services Division, located at
1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and
assistance. You may telephone (760) 602-2750 for assistance
D D NPDES PERMIT^^^^^»««^^^^™^^««^^^»
10. Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
D D STORM WATER COMPLIANCE
10a. Q Requires Project Storm Water Permit: PSP
Q Tier I/Tier II (Requires SWPPP) - Please complete attached forms
Q No threat - Please complete attached Storm Water Exemption form
D D DEVELOPMENT FEES
11. Q Required fees are attached
Q More information needed
II No fees required
BUILDING PLANCHECK CHECKLIST
..ST ~ND ,RD WATER METER REVIEW
r\D D 12a.Domestic (potable) Use
Ensure that the meter proposed by the owner/developer is not oversized.
Oversized meters are inaccurate during low-flow conditions. If it is oversized, for
the life of the meter, the City will not accurately bill the owner for the water used.
• All single family dwelling units receive "standard" 1° service with 5/8" meter.
• All residential units that need to be fire sprinkled receive a 1" meter. See
Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing
systems criteria.
• If owner/developer proposes a size other than the "standard", then
owner/developer must provide potable water demand calculations, which
include total fixture counts and maximum water demand in gallons per minute
(gpm). Once the gpm is provided, check against the "meter sizing schedule"
to verify the anticipated meter size for the unit.
• Maximum service and meter size is a 2" service with a 2" meter.
• If a developer is proposing a meter greater than 2", suggest the installation of
multiple 2" services as needed to provide the anticipated demand, (manifolds
are considered on case by case basis to limit multiple trenching into the
street).
NOTE: Upon declaration of Drought Response Level 3 condition, no new
potable water service shall be provided and no new temporary meters or
permanent meters shall be provided. See Ordinance 44 for more information.
12b. Irrigation Use (where recycled water is not available)
All irrigation meters must be sized via irrigation calculations (in gpm) prior to
approval. The developer must provide these calculations. Please follow these
guidelines:
• If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled T, and
potable water is typically a circled "W". The irrigation service should look
like:
STA1+00 Install 2" service and
1.5: meter (estimated 100 gpm)
If the improvement plans do not list the irrigation meter and the service/meter
will be installed via another instrument such as the building plans or grading
plans (w/ a right of way permit of course), then the applicant must provide
irrigation calculations for estimated worst-case irrigation demand (largest
zone with the farthest reach). Typically, the landscape consultant has
already reviewed this if landscape plans have been prepared, but the
applicant must provide the calculations to you for your use.
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD WATER METER REVIEW continued
12b. Irrigation Use (continued)
Once you have received a good example of irrigation calculations, keep a set
for your reference. In general the calculations will include:
Hydraulic grade line
Elevation at point of connection (POC)
Pressure at POC in pounds per square inch (PSI)
Worse case zone (largest, farthest away from valve
Total Sprinkler heads listed (with gpm use per head)
Include a 10% residual pressure at point of connection
In general, all major sloped areas of a subdivision/project are to be irrigated via
separate irrigation meters (unless the project is only SFD with no HOA). As long as
the project is located within the City recycled water service boundary, the City is in
the process of switching these irrigation services/meters to a new recycled water line
12c. Irrigation Use (where recycled water is available)
Recycled water meters are sized the same as the irrigation meter above.
• If a project fronts a street with recycled water, then they should be
connecting to this line to irrigate slopes within the development. For
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit for the
applicant since they are exempt from paying the San Diego County
Water Capacity fees. However, if they front a street which the recycled
water is there, but is not live (sometimes they are charged with potable
water until recycled water is available), then the applicant must pay the
San Diego Water Capacity Charge. If within three years, the recycled
water line is charged with recycled water by CMWD, then the applicant
can apply for a refund to the San Diego County Water Authority
(SDCWA) for a refund. However, the City of Carlsbad cannot guarantee
the refund. The applicant must deal with the SDCWA for this.
<'"~~^^
D D D 13. Additional Comments:
/
TRASH
ENCLOSU
ENCLOSUR•
REPLACI
W/NEW
NO PARKING WHITE L
NO LESS THAN 12"
EXISTING BUILDING EX ERIOR WALL
AND PROTECTION SE £81 WER LATERAL
INTERCEPTOR
NANT IMPROVEMENT
RESTAU
NO ENTRY
SIGNAGEMIXED USE
CONGO'S
RAMP WILL BE
SLIR RESISTANT
I PROPOS
ADDITION
NEW COVEREDDECK WITH RAILING
SIGNAGE
ENTRY
JO, IAREATOBEREWO
BITY „-,WATER METER 27 N 34 391 24-W
EXISTG CONCRETE>RIVEWAY/APRON
16-0"EXISTO CONCRETESIDEWALKJORTH WALL EXISTIN(i EXTERIOR
fO COMPLY W/ TABLI;
OR FIRE REQUIREMEN
C3 D D
% S 3
-c .c ^O O Oc c c(o ro toQ_ Q. Q_
D
HDD
D D
D D
REDEVELOPMENT DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB 0*106^
HV'STiM
Address
Planner
APN:
Phone (760) 434-
Type of Project & Use:
Zoning: V P- General Plan:
(in/out) #_Date of participation:
TV . Net Project Density:,DU/AC
Facilities Management Zone: /_
Remaining net dev acres:
Circle One (For non-residential development: Type of land used created by this
permit: )
Legend: IXI Item Complete I I Item Incomplete - Needs your action
Environmental Review Required: YES NO ^ TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required:
APPROVAL/RESO. NO.
PROJECT NO.
YES NO-TYPE
DATE
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:
NO
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone?YES^>
CA Coastal Commission Authority? YES_
If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite
103, San Diego CA 92108-4402; (619) 767-2370
Determine status (Coastal Permit Required or Exempt):
Habitat Management Plan
Data Entry Completed? YES NO
If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application
and assess fees in Permits Plus
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat
Type impacted/taken, UPDATE!)
Inclusionary Housing Fee required:YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Data Entry Completed? YES NO
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing
Y/N, Enter Fee, UPDATE!)
H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06
D
Site Plan:
Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines,
easements, existing and proposed structures, streets, existing street improvements, right-of-
way width, dimensional setbacks and existing topographical lines (including all side and rear
yard slopes). Provide legal description of property and assessor's parcel number.
D
n
T±] D
D D
a n n
0 n n
0 n n
HDD
Policy 44 - Neighborhood Architectural Design Guidelines
1. Applicability: YES
2. Project complies YES N0_
Zoning: tg j j
Setbacks:
Front:
Interior Side:
Street Side:
Rear:
Top of slope:
Required
Required
Required
Required
Required
2. Accessory structure setbacks:
Front:
Interior Side:
Street Side:
Rear:
Structure separation:
3. Lot Coverage:
4. Height:
5. Parking:
Required
Spaces Required
Shown
Shown
Shown
Shown
Shown
Required
Required
Required
Required
Required
Required
Shown
Shown
Shown
Shown
Shown
Shown
Shown
Shown
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
<*.*Additional Comments To
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H:\ADMIN\COUNTER\BldgPlnchkRevChklst
DATE
Rev 3/06
Carlsbad Fire Department
Plan Review Requirements Category: PCR ,
Date of Report: 05-25-2010 Reviewed by:
Name:
Address:
Permit #: PCR09132
Job Name: CARLSBAD BEACH GRILL: FORMERLY
Job Address: 2780 CARLSBAD BL CBAD
INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot
adequately conduct, a review to determine i'iUII|lli'ii il^hfiapplir.ahle codes and/or standards. Please review
carefully all comments attached. Please resubmit the necessary pTaHs*a»d/aiLSDecifications, with changes "clouded",
to this office for review and approval.
Conditions:
Cond: CON0003775
[NOT MET]
1. Plan shall be legible. Clearly state patio area as being enclosed and part of building square
footage.
2. Indicate egress and door hardware on plans.
3. Show seating arrangement on floor plan. Show square footage and occupant load factor used to
determine new occupant load.
Entry: 12/08/2009 By: cwong Action: CO
Cond:CON0004018
[NOT MET]
1. Sheet A-1.0 - Reevaluate "Sitting Area" and "Patio Sitting" areas. These shall have square
footage and occupant load factors calculated and shown. Include calculations for kitchen area.
Explain how TI square footage is listed at 534 sq feet when the west "Sitting Area" is 575 sq ft.
In addition, the calculated number of occupants and the floor plan seating chart shall match in
numbers.
Entry: 05/17/2010 By: cwong Action: CO
Cond:CON0004031
[MET]
**i
THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A
BUILDING PERMIT.
THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT
NOTATIONS,
CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS.
THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW.
Entry: 05/25/2010 By: cwong Action: AP
Carlsbad Fire Department BLDG- D-EPT COPY
Plan Review Requirements Category: PCR ,
Date of Report: 12-08-2009 Reviewed
Name: SACHIN
Address:
Permit #: PCR09132
Job Name: GAUYULE GRILL-REVISIONS TO
Job Address: 2780 CARLSBAD BL CBAD
The item you have submitted for review is incomplete. At this time, this office cannot
adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review
carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded",
to this office for review and approval.
Conditions:
Cond: CON0003775
[NOT MET]
1. Plan shall be legible. Clearly state patio area as being enclosed and part of building square
footage.
2. Indicate egress and door hardware on plans.
3. Show seating arrangement on floor plan. Show square footage and occupant load factor used to
determine new occupant load.
Entry: 12/08/2009 By: cwong
Carlsbad Fire Department
Plan Review Requirements Category: PCR ,
Date of Report: 05-17-2010 Reviewed by:/vLX
Name: SACHIN ^
Address:
Permit #: PCR09132
Job Name: CARLSBAD BEACH GRILL: FORMERLY
Job Address: 2780 CARLSBAD BL CBAD
INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot
adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review
carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded",
to this office for review and approval.
Conditions;
Cond: CON0003775
[NOT MET]
1. Plan shall be legible. Clearly state patio area as being enclosed and part of building square
footage.
2. Indicate egress and door hardware on plans.
3. Show seating arrangement on floor plan. Show square footage and occupant load factor used to
determine new occupant load.
Entry: 12/08/2009 By: cwong Action: CO
Cond:CON0004018
[NOT MET]
1. Sheet A-1.0 - Reevaluate "Sitting Area" and "Patio Sitting" areas. These shall have square
footage and occupant load factors calculated and shown. Include calculations for kitchen area.
Explain how TI square footage is listed at 534 sq feet when the west "Sitting Area" is 575 sq ft.
In addition, the calculated number of occupants and the floor plan seating chart shall match in
numbers.
Entry: 05/17/2010 By: cwong Action: CO
CAS A Engineering, Inc.
STRUCTURAL DESIGN AND ANALYSIS
9225 Dowdy Drive Suite 219
San Diego CA 92126
Tel(858) 695-2761, Fax (858) 695-3367
Date:5-12-2010
Project address:Terramar Enterprise, LLC
2780 Carlsbad Blvd.
Carlsbad, Ca
To:Esgil Corporation
Subject: Wind Load Calculation.
Dear Esgil:
We design the exterior shear walls for this building to resist the wind load on the entire
structures including the exterior cover patio.
In case you have any question call me @ (858)695-2761
Kamel Zayat
Ph.D./P.E California, SE Arizona.
2 1/2"~\ r
Side View
Keyed Call Comrol _
Interlock inside _
Gate Frame
Steel Panel •
rormed._
Steel Frame
Upper Landing
Piatform Side
33"
Clear Opening
Ml f
i
\
21 7/8" to Center
of Clear Opening
\ ,
v Clear Opening
\ — to be Centered
\ on Platfoim
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Plan View
-47 1/2"
Front View
from Landing
_ Steel Tube
Gate Frame
43 114"
Top Landing
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54" Clear
. Non Slip Surface
Plan View
Model
RPL/CPL 400
PL 600
CPL 800
CPL 1000
"X*
68"
88"
112"
136"
53"
77"
101"
125'
Side View
(
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Folding
Ramp -16"
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Tower Width
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AmeriGlide
TNs drawing is furnished oniy for informational purposes on a confidential oasis,
and neither the drawing or Kerns thereon are to be reproduced or used In any manner
PRODUCT:
Vertical Platform Lift
DRAWN:
TB
SCALE:
NTS
DATE:
05/13/09
SIZE:
CPL 1200 158'149"USTPLOT:REVISION:
CPL 1400 182"171
JOB:
PLTYP
ADA Accessibility Guidelines (ADAAG) Sections 1-4 Page 1 of 1
4.2.4* Clear Floor or Ground Space for Wheelchairs!
4.2.4.1 Size and Approach. The minimum clear floor or ground space required to accommodate a single,
stationary wheelchair and occupant is 30 in by 48 in (760 mm by 1220 mm) (see Fig. 4(a)). The minimum clear
floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object (see Fig. 4
(b) and (O). Clear floor or ground space for wheelchairs may be part of the knee space required under some
objects.
4.2.4.2 Relationship of Maneuvering Clearance to Wheelchair Spaces. One full unobstructed side of the clear floor
or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear
floor space. If a clear floor space is located in an alcove or otherwise confined on all or part of three sides,
additional maneuvering clearances shall be provided as shown in Fig. 4(d) and (e).
4.2.4.3 Surfaces for Wheelchair Spaces. Clear floor or ground spaces for wheelchairs shall comply with 4.5.
ct
/--c r~ ^J <L/^cuc^ L,
4C-
3o
http://trace.wisc.edu/docs/adaag_only/adaag.htm 11/4/2009
ADA Accessibility Guidelines (ADAAG) Sections 1-4 Page 1 of 1
4.11 Platform Lifts (Wheelchair Lifts).
4.11.1 Location. Platform lifts (wheelchair lifts) permitted by 4.1 shall comply with the requirements of 4.11.
4.11.2* Other Requirements. If platform lifts (wheelchair lifts) are used, they shall comply with 4.2.4, 4.5, 4.27, and
ASME A 17.1 Safety Code for Elevators and Escalators, Section XX, 1990.
4.11.3 Entrance. If platform lifts are used then they shall facilitate unassisted entry, operation, and exit from the lift in
compliance with 4_J 1.2.
http://trace.wisc.edu/docs/adaag_only/adaag.htm 11/4/2009
Steve Borossay
From: Austin Silva
Sent: Wednesday, September 02, 2009 4:51 PM
To: Steve Borossay
Cc: Clyde Wickham
Subject: GuayulesGrill Ramp• f~*•>•*•«•••~~*nmamf*t
Steve,
I just spoke with Clyde and we are both okay with the revised design of the handicap ramp. The drive aisle will be
reduced to 21 feet and will be a one-way (entrance) aisle off of Carlsbad Blvd. We have asked the applicant to bring in a
revised plan showing this and Clyde and myself will sign it and I will keep it in the file here in our office. Please contact
me if you have any questions.
Austin Silva
Assistant Planner
Redevelopment Dept.
City of Carlsbad
P: 760-434-2813
F: 760-720-2037
austin.silva@carlsbadca.Rov
December 7, 2009
TO: BUILDING DEPARTMENT
FROM: Assistant Planner, Redevelopment Department
PCR09132
I have reviewed the building plans for the above referenced project. The
Housing and Redevelopment Department can support the plan check revision.
This information was entered into Permits Plus on December 7, 2009. If you or
the architect has any questions, please contact me at x2813.
AUSTIN SILVA
October 16, 2009
TO: BUILDING DEPARTMENT
FROM: Assistant Planner, Redevelopment Department
PCR09132
I have reviewed the building plans for the above referenced project. The
Housing and Redevelopment Department has denied the plan check revision at
this time. The revision increases the size of the seating area resulting in an
increase in parking requirements. The footprint and seating area need to be
consistent with the plans that were originally approved as part of the
Redevelopment Permit (RP 08-61).
This information was entered into Permits Plus on October 1, 2009. If you or the
architect has any questions, please contact me at x2813.
AUSTIN SILVA
CAS A Engineering, Ine»
Structural design and analysis
9225 Dowdy Drive
Suite 220
San Diego, CA 92126
TEL (858) 695-2761
FAX (858) 695-3367
PROJECT #013 09
TerraMar Enterprice
2780 Carlsbad Blvd.
Carlsbad, Ca 92008.
03/29/2009
TASK:
Structural Design & Analysis for a Restaurant remodel
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Results for LC 1. DULL
CASA Engineering, Inc.
kamel
September 17, 2009
12:32 PM
restaurant.r2d
Company
Designer
Job Number
CASA Engineering, Inc.
kamel
September 17, 2009
12:32PM
Checked By:_
Joint Displacements, By Combination
LC Joint Label X Translation Y Translation Rotation
(in) (in) (radians)
1 N1
1 i N2
1 N3
1
1
1
1
1
1
1
1
N4
N5
N6
N7
N8
N9
N10
N11
0
0
0
0
0
0
0
0
0
0
0
0
0
-.859
-1.536
-1.737
-1.419
-.803
-.443
-1.727
-1.228
-1.617
-1.653e-2
1.549e-2
-1 .462e-2
-1 .026e-2
3.096e-3
8.803e-3
1.3586-2
-1.602e-2
-3.774e-3
-1 .25e-2
5.786e-3
Reactions, By Combination
LC
1
1
A\
1
Joint Label X Force Y Force Moment
(Ib) (Ib) (Ib-ft)
N1
N2
Totals:
COG (ft):
0
0
0
X: 13.5
2430
2430
4860
Y:0
0
0
Story Drift, By Combination
LC Story
Number Joint Label
X Direction
Drift
(in)
% of Ht.
No Stories Defined...
Alternate Shapes
Section
Set
Member
Label Replacement
Suggested Alternate Shapes
1st Choice 2nd Choice 3rd Choice
Redesign Not Performed...
Material Takeoff
Material Shape Length Weight
(ft) (k)
PSL
NOTCH
REINFORCEMENT
WOODSIZE 7X12
WOODSIZE 7X8
DFLARSEL 6X8
22.5
4.5
9
.409
.053
.09
Member Section Forces, By Combination
LC Member Label Section Axial Shear Moment
(Ib) (Ib) (Ib-ft)
1 M1
1
1
1
1
1
M2
M3
M4
M5
M6
1 M7
1
2
1
2
1
2
1
2
A
2
1
2
1
0
0
0
0
0
0
0
0
0
0
0
0
0
2430 ! 0
2025
2025
1620
1620
1215
1021.015
616.015
564.771
159.771
323.257
-81.743
38.797
-5011.875
-5011.875
-9112.5
-9112.5
-12301.875
-10383.264
-12224.922
-8663.842
-9478.951
-9478.951
-9750.654
-13789.838
RISA-2D Basic Version 5.5 [J:\RISA2d\restaurant.r2d]Page
Company :
Designer :
Job Number :
CASA Engineering, Inc.
kamel
September 17, 2009
12:32 PM
Checked By:
Member Section Forces, By Combination, (continued)
LC Member Label Section Axial Shear Moment
(Ib) (!b) (Ib-ft)
1
1
1
M8
M9
M10
1 ; M11
-H
1
1
1
M12
M13
M14
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-366.203
-405
-810
-810
-1620
-1620
-2430
193.985
193.985
245.229
245.229
81.743
81.743
-38.797
-38.797
-13421.506
-15946.875
-14580
-14580
-9112.5
-9112.5
0
-1918.611
-2355.078
-5916.158
-6467.924
-6467.924
-6651 .846
-2612.662
-2525.369
Member Stresses, By Combination
LC Member Label Section Axial Shear Bending top Bending bot
(ksi) (ksi) (ksi) (ksi)
1
1
1
1
1
\
1
1
1
1
M1
M2
M3
M4
M5
M6
M7
M8
M9
M10
1 i M11
1 M12
1
1
M13
M14
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.039
.033
.033
.026
.026
.02
.016
.01
.014
.004
.008
-.002
0
-.006
-.007
-.013
-.013
-.026
-.026
-.039
.006
.006
.007
.007
.002
.002
-.001
-.001
0
.42
.42
.763
.763
1.03
.87
1.024
1.706
1.867
1.867
1.92
1.155
1.124
1.336
1.221
1.221
.763
.763
0
.447
.548
1.377
1.505
1.505
1.548
.608
.588
0
-.42
-.42
-.763
-.763
-1.03
-.87
-1.024
-1.706
-1.867
-1.867
-1.92
-1.155
-1.124
-1.336
-1.221
-1.221
-.763
-.763
0
-.447
-.548
-1.377
-1.505
-1.505
-1.548
-.608
-.588
Member Deflections, By Combination
LC Member Label Section x-Translation
(in)
y-Translation
(in)
(n) L/y Ratio
1
1
1
M1
M2
M3
1 i 0
2
1
2
1
2
0
0
0
0
0
0
-.443
-.443
-.859
-.859
-1.228
NC
NC
NC
NC
NC
NC
RISA-2D Basic Version 5.5 [J:\RISA2d\restaurant.r2d]Page 2
Company
Designer
Job Number
CASA Engineering, Inc.
kamel
September 17, 2009
12:32 PM
Checked By:
Member Deflections, By Combination, (continued)
LC Member Label Section x-Translation
JjnL
y-Translation
(in)
(n) Uy Ratio
1 M4
1 M5
1
1
1
-j
A
<j
1
M6
M7
M8
M9
M10
M11
M12
1 ! M13
1 M14
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-1.228
-1.536
-1.536
-1.727
-1.727
-1.737
-1.737
-1.617
-1.617
-1.419
-1.419
-.803
-.803
0 J
-1.228
-1.536
-1.536
-1.727
-1.727
-1.737
-1.737
-1.617
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
Member NDS Code Checks, Bv Combination
LC Member Label Code Chk Loc Shear Chk Loc Eqn Message
(ft) (ft)
1 ! M1
1
1
1
1
1
1
1
1
1
1
1
1
1
M2
M3
M4
M5
M6
M7
M8
M9
M10
M11
M12
M13
M14
.210
.382
.515
.512
.933
.962
.578
.668
.611
.382
.365
1.004
1.032
.405
2.25
2.25
2.25
2.25
2.25
1.791
.207
0
0
0
2.25
2.25
2.25
0
.244
.203
.163
.102
.087
.050
.037
.081
.163
.244
.066
.084
.028
.013
0
0
0
0
0
0
2.25
2.25
4.5
4.5
0
0
0
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
3.9-3
0 | 3.9-3
Member NDS Code Details, Bv Combination
LC Member Label Fc1 Ft1 Fb1 Fv1 RB CL CP
(ksi) (ksi) (ksi) (ksi)
1
1
1
-1
J
M1
M2
M3
M4
.722 .5
.722 | .5
.722
.722
1 i M5 i .722
H
1
1
1
1
1
1
1
M6 ^
M7
M8
M9
M10
M11
M12
.722
.722
.722
.712
.712
1.136
1.136
M13 I 1.136
.5
.5
.5
.5
.5
.5
.5
.5
1
1
1
2
2
2
2
2
2
2
2
2
2
1.5
1.5
1.5
.16
.16
.16
.16
.16
.16
.16
.16
.16
.16
.085
.085
.085
2.711
2.711
2.711
2.711
2.189
2.189
2.711
2.711
3.834
3.834
2.587
2.587
2.587
1
1
1
1
1
1
1
1
1
1
1
1
1
.996
.996
.996
.996
.996
.996
.996
.996
.982
.982
.988
.988
.988
RISA-2D Basic Version 5.5 [J:\RISA2d\restaurant.r2d]PageS
Company
Designer
Job Number
CASA Engineering, Inc.
kamel
September 17, 2009
12:32 PM
Checked By:
Member NDS Code Details, By Combination, (continued)
LC
I 1 !
Member Label
M14
Fc'
(ksi)
1.136
Ft'
(ksi)
1
Fb1
(ksi)
1.5
Fv'
(ksi)
.085
RB
! 2.587
CL
1
CP
.988 |
Wood Material Parameters
Wood Set NDS Species
Label Database Fb Ft Fv Fc E Poisson's Coef. Density
(ksi) (ksi) (ksi) (ksi) (psi) Cm Cr E mod Ratio (10A5F) (k/flA3)
L PSL
NOTCH
REINFORCE...
WOODSIZE 7X12
WOODSIZE 7X8
DFLARSEL 6X8
22
1.5
.5
.5
-]
.16
.16
.085
.725
.725
1.15
2e+6
2e+6
1 .6e+6
1
1
1
.3
.3
.3
r .3
.3
.3
.035
.035
.035
Member Data
Shape / Material Phys End Releases End Offsets Inactive
Member Label I Joint J Joint Rotate Section Set Memb l-End J-End l-End J-End Code Length
(degrees) Set TOM AVM AVM (in) (in) (ft)
M1
M2
M3
M4
M5
M6
M7
M8
M9
M10
M11
M12
M13
M14
N1
N8
N3
N10
N4
N9
N5
N11
N6
N7
N10
N4
N9
N5
N8
N3
N10
N4
N9
N5
N11
N6
N7
N2
N4
N9
N5
N11
PSL
PSL
PSL
PSL
WOODSIZE_...
WOODSIZE ...
PSL
PSL
PSL
PSL
DFLARSEL 6..
DFLARSEL 6..
DFLARSEL_6..
DFLARSEL 6..
PSL
PSL
PSL
PSL
NOTCH
NOTCH
PSL
PSL
PSL
PSL
REINFO...
REINFO...
REINFO...
REINFO...
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
2.25
2.25
2.25
2.25
2.25
2.25
2.25
2.25
4.5
4.5
2.25
2.25
2.25
2-25J
Load Combinations
Num
1
Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor
DL+LL y y 1 1 1 2 1
Joint Coordinates
Joint Label X Coordinate
Jffl
Boundary Conditions
Y Coordinate
ffiL
Joint Temperature
JELN1
N2
N3
N4
N5
N6
N7
N8
N9
N10
N11
0
27
4.5
9
13.5
18
0
0
0
0
0
0
22.5 I 0
2.25
11.25
6.75
15.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Joint Label X Translation Y Translation Rotation
(k/in) (Win) (k-tt/rad)
N1
N2
Reaction
Reaction
Reaction
Reaction
RISA-2D Basic Version 5.5 [J:\RISA2d\restaurant.r2d]Page 4
LIGHT
COMMERCIAL
GT2702 Polyethylene Grease Interceptor
TAG
Dimensional Data (inches and [mm]) are Subject to Manufacturing Tolerances and Change Without Notice
Product
__ GT2702-04
GT2702-07
GT2702-10
GT2702-15
GT2702-20
GT2702-25
f GT2702-35
GT2702-50
'A' & 'B'
Inlet /Outlet
2 [51] Female NPT
2 [51] Female NPT
2 [51] Female NPT
2 [51] Female NPT
2 [51] Female NPT
3 [76] Female NPT
3 [76] Female NPT
3 [76] Female NPT
Flow Rate
G.P.M.
[L/M]
4 [15]
7 [26]
10 [38]
15 [57]
20 [76]
25 [95]
35 [132]
50 [189]
Grease
Capacity
Lbs. [kg]
8 [4]
14 [6]
20 [9]
30 [14]
40 [18]
50 [23]
70 [32]
100 [45]
Dimensions In Inches
C
9 1/2 [241]
11 [279]
12 [305]
13 [330]
14 [356]
17 [432]
18 [457]
18 [457]
D
2 [51]
3 1/4 [83]
3 1/2 [89]
3 1/2 [89]
3 1/2 [89]
4 [102]
4 [102]
4 [102]
E
2 [51]
3 1/4 [83]
3 1/2 [89]
3 1/2 [89]
3 1/2 [89]
4 [102]
4 [102]
4 [102]
F
15 [381]
20 [508]
23 [584]
23 [584]
29 [737]
32 1/2 [826]
32 1/2 [826]
37 [940]
G
10 [254]
141/2 [368]
14 1/2 [368]
191/2 [495]
19 1/2 [495]
191/2 [495]
22 [559]
25 [635]
-•'Jjf
GT2702 Grease Interceptor
Recommended for removing and retaining grease from wastewater in kitchen and restaurant areas where food is prepared.
Constructed of non-corrosive polyethelene, the interceptor handles continuous temperatures to 212° F. Trap is furnished with
NPT connections, removable flow diffusing baffles and external vented flow control device.
ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS » 2640 South Work Street » Falconer, NY 14733
Phone: 1-800/906-5060 « Fax: 716/665-3126 « World Wide Web: www.zurn.com
Rev. E Date: 9/30/05
Dwg. No. 63804
C.N. No. 93840
Product No. GT2702
PCR09132 2780 CARLSBAD BL
CARLSBAD BEACH GRILL: FORMERLY
(SS6-ic
(3.UO
C-\.
c TO FROMAPPUCAMT APPLi,,wr
.BUILDING
.PLANNING
.ENGINEERING
.FWEAPPR/FORM
MEAITHDEPT
HAZMAT/AWQU*.
OTHER SEWER OVm
io.
.SCHOOLFORM.CFOKWM-PE*MWOMKM
.SPEC IN8P
-PLAN CORN
IOCMI