HomeMy WebLinkAbout2656 STATE ST | 2658 STATE ST; ; CBC2020-0334 | CBC2021-0290; PermitBuilding Permit Finaled
Commercial Permit
Print Date: 08/05/2021
Job Address: 2656 STATE ST, CARLSBAD, CA 92008-1626
(city of
Carlsbad
Permit No: CBC2020-0334
Status: Closed -Finaled
Permit Type: BLDG-Commercial Work Class: Tenant Improvement
Parcel#: 2031011900 Track#:
Valuation: $209,481.04 Lot#:
Occupancy Group: B
#of Dwelling Units:
Project#:
Plan#:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
14
2019
No
Construction Type:VB
Orig. Plan Check#:
Plan Check#:
Applied: 09/02/2020
Issued: 11/10/2020
Fina led Close Out: 08/03/2021
Inspector:
Final Inspection:
TAlva
07/21/2021
Description: SMITH: 1,975 SF SF Tl OFFICE TO OFFICE (189 SF RESTROOM ADDITION) (SEE CBC2021-0290 FOR 2658 STATE ST)
Property Owner:
SMITH EDMUND AND EDITH FAMILY
3271 WESTWOOD DR
FEE
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
CARLSBAD, CA 92008
ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
FIRE Plan Review Per Hour -Office Hours
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-COMMERCIAL
WATER METER FEE 0. 75" (3/4") Displacement (P)
WATER SERVICE CONNECTION 0.75" (3/4") DISP (P)
Total Fees: $4,572.70 Total Payments To Date: $4,572.70
Contractor:
CLTVT
PO BOX4118
CARLSBAD, CA 92018
(760) 400-9994
Balance Due:
AMOUNT
$1,016.50
$711.55
$89.00
$544.00
$175.00
$55.00
$9.00
$58.65
$18.00
$1,896.00
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to 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 limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
Ii"' ' (.___ City of
Carlsbad
COMMERCIAL
BUILDING PERMIT
APPLICATION
B-2
Plan Check ~d.0-033~
Est Value q. ~'61 • 61./ . '
PC Deposit -~~~--r-----
Date -~--=-~+->~~()~~._(J.,.._
2.LJ>5lll ~ 21.P'S ~
Job Address -2.-(, > {p ,S /-7ife S jylzj: Suite: ___ APN: '2.0J-/ D/-/'f-60
Tenant Name: __________________ CT/Project#: _______ Lot#: ___ _
Occupancy:_B~--Construction Type: VB Fire Sprinklers: 0 YES~ NO Air Conditioning:j81 YES O NO
BRIEF DESCRIPTION OF WORK:
RetwY.e,bul) of-hvv ex:irh.,,,, sh:1.H11Av'eJ. f:emaval 011.J rerldllll11~1 of ]P,,-ii. roofs-.
~ Addition/New: __ f~f3_/e~ ______ New SF and Use, __________ ,New SF and Use,
_____ Deck SF, _____ Patio Cover SF (not including flatwork)
@Tenant Improvement: ¼ ~D t SF, Existing Use Oft,·u Proposed Use tJ{-f; M
_____ SF, Existing Use ______ Proposed Use ______ _
0 Pool/Spa: _____ SF Additional Gas or Electrical Features? ___________ _
D Solar: ___ KW, __ Modules, ___ Mounted, Tilt:QYON, RMA:QYQN, Panel Upgrade:OYON
0 Plumbing/Mechanical/Electrical Only: _______________________ _
D Other: ________________________________ _
APPLICANT (PRIMARY CONTACT)
Name: 611~ L.o /e..m"n
Address: 39 i Herm"'n Ave.
City: Sai ?'~~ State: ut Zip: 1zto.Z
Phone:0_-_ Je ·-/,,£/(,
Email: JYfj ey{A;,lem()/V\(f\YC.b. ?eM
DESIGN PROFESSIONAL
Name: 6 G>l:em,,n Acc"l,,;frct
Address: 3 N'i H-e tMl<f'\ A Ve
City: Jei Y1 fll~ o State: CA Zip: Cf 21 0 '-I
Phone: f9£-11.f(e -'4£/(p
Email: ~ t'je j Co }e,1:Y]aV).are-J.... ,e..o m
Architectate License: C 3 5 7 /,, /
PROPERTY OWNER
Name: The fdo,un.l qnef Ed,·tfo [rn,11, Fem,'i., TVIAJ/
Address: 327/ Wer}Wov,f Pr,Vl J
City: U"( r /J b,.p{ • State: Co.. Zip: 12 oof
Phone: ___ ~---------------
Email: r1 e w-h. :J 2/S <2 j Yl'lft i I. t:-oTYl
CONTRACTOR BUSINESS
Name: CL--CVT
Address: 5' D 7 V1 d::ei W ~
City: 0ce.P11 [,·J✓ State:(E Zip: -f'2-or'/
Phone: ]/t;,t) -1/00 -112'i
Email: Y;1,(/rl7on,[ Q clfvf, <-om
State License: / 0/3fOt Bus. License: (21/2 ]/;&,
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law
{Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
B-1 Page 1 of 2 Rev. 03/20 --------······-····----------------------------··--·· ·•
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations: DI have and will maintain a certificate of consent to self~insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued.
5 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the
My workers' ~-0my~nsation insurance carrier and policy number are: Insurance o/:mpany f"ame: -~·"'-C.:.J'-"!.L_..,r.:..1.._~....L."'-C..'-f<::!!'.Ll:J---"-'---'-'"-"....J'-'-'
Polley No. W,,\_ 12 $"0 5 3 :3 71 Expiration Date: /Z7 {ZO 2 f , +,
D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverqe Is unlawful, and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code,
interest and attorney's fees.
CONTRACTOR SIGNATURE: ___ 0 __ ?+--CL-__________ ~}QAGENT DATE: °I /1 /~oz_o
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
DI, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work
himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the ownerMbuilder will have the burden of proving that he did not build or improve for the purpose of sale).
DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
DI am exempt under Section ________ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. QYEs Q NO
2. I (have/ have not) signed an application for a building permit for the proposed work.
3. l have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/
contractors' license number):
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work):
OWNER SIGNATURE: __________________ □ AGENT DATE: _____ _
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: EnJe,0vor: \3Pll"l.!s Lender'sAddress: JC:o B .rl; # 31/D,. s .. n Di>;o, lA "'IZ/o/
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 2S533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? I Yes@
Is the applicant or future building occupant required to obtain a permit from the air pollution con~district or air quality management district? Yes@
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / ~
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
APPLICANT CERTIFICATION:
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with alt
City ordinances and State laws relating to building construction.
l hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. l ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAJNST SAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over S'O' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such pennit is not commenced within 360 days from the date of such pennit or if the building or work authorized by such pennit is suspended or abandoned at any time after
the work is commenced for a period of 180 days (AB2JY3l-/ ,,,,..--/
APPLICANT SIGNATURE: {!/J;J c..-z__._ DATE: "J J / I 2-o Z,I)
1635 Faraday Ave Carlsbad, CA 92008
B-1
Ph: 760-602-2719 Fax: 760-602-8558
Page 2 of 2
Email: Building@carlsbadca.gov
Rev. 03/20
Permit Type: BLDG-Commercial
Work Class: Tenant Improvement
Status:
Scheduled
Date
Closed -Finaled
Actual Inspection Type
Start Date
BLDG-Structural Final
BLOG-Electrical Final
Wednesday, July 21, 2021
Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Issue Date: 11/10/2020
Expiration Date: 10/27/2021
IVR Number: 28450
Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Inspection No.
July 21, 2021:
Inspection
Status
Primary Inspector
Final building inspection certificate of
occupancy walk-through-approved.
1. Scope of structural, plumbing, electrical,
and mechanical work-Approved.
2. site address on building-approved.
3. waste and recycling management 8-59
forms & receipts-approved.
4. Mechanical test and Air balance report
and lighting title 24 Energy mandatory
measures -approved
5. Electrical panels required to be identified,
and lab!eled.
6. Electrical room identified on
door-approved.
Ju~ 21, 2021:
Final building inspection certificate of
occupancy walk-through-approved.
1. Scope of structural, plumbing, electrical,
and mechanical work-Approved.
2. site address on building-approved.
3. waste and recycling management 8-59
forms & receipts-approved.
4. Mechanical test and Air balance report
and lighting title 24 Energy mandatory
measures -approved
5. Electrical panels required to be identified,
and labeled.
6. Electrical room identified on
door-approved.
Reinspection Inspection
Yes
Yes
Page 16 of 16
Permit Type: BLDG-Commercial
Work Class: Tenant Improvement
Status:
Scheduled
Date
Closed -Finaled
Actual Inspection Type
Start Date
Checklist Item
BLDG-Plumbing Final
BLDG-Plumbing Final
BLDG-Mechanical Final
Wednesday, July 21, 2021
Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Issue Date: 11/10/2020
Expiration Date: 10/27/2021
IVR Number: 28450
Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Inspection No.
COMMENTS
July 15, 2020:
Inspection
Status
Primary Inspector
Final building inspection certificate of
occupancy walk-through-Failed.
1. Scope of structural, plumbing, electrical,
and mechanical work-Not ready.
2. Needs site address on building.
3. need waste and recycling management
B-59 forms & receipts.
4. Mechanical test and Air balance report
and lighting title 24.
5. Project superintendent Jeremiah will call
1/vhen ready for reinspection.
6. Electrical panels required to be identified,
and labeled.
7. Electrical room needs to be identified on
door.
8. More corrections may follow.
July 21, 2021:
Final building inspection certificate of
occupancy walk-through-approved.
1. Scope of structural, plumbing, electrical,
and mechanical work-Approved.
2. site address on building-approved.
3. waste and recycling management 8-59
forms & receipts-approved.
4. Mechanical test and Air balance report
and lighting title 24 Energy mandatory
measures -approved
5. Electrical panels required to be identified,
and labeled.
6. Electrical room identified on
door-approved.
July 21, 2021:
Final building inspection certificate of
occupancy walk-through-approved.
1. Scope of structural, plumbing, electrical,
and mechanical work-Approved.
2. site address on building-approved.
3. waste and recycling management 8-59
forms & receipts-approved.
4. Mechanical test and Air balance report
and lighting title 24 Energy mandatory
measures -approved
5. Electrical panels required to be identified,
and labeled.
6. Electrical room identified on
door-approved.
Reinspection Inspection
Passed
No
Yes
Yes
Page 15 of 16
Permit Type: BLDG-Commercial
Work Class· Tenant Improvement
Status: Closed -Finaled
Scheduled
Date
07/21/2021
Actual Inspection Type
Start Date
BLDG-Structural Final
BLDG-Electrical Final
07/21/2021 BLDG-Final Inspection
Wednesday, July 21, 2021
Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
Issue Date: 11/10/2020
Expiration Date: 10/27/2021
IVR Number: 28450
FAMILY
Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
July 15, 2020:
Final building inspection certificate of
occupancy walk-through-Failed.
1. Scope of structural, plumbing, electrical,
and mechanical work-Not ready.
2. Needs site address on building.
3. need waste and recycling management
B-59 forms & receipts.
4. Mechanical test and Air balance report
and lighting title 24.
5. Project superintendent Jeremiah will call
When ready for reinspection.
6. Electrical panels required to be identified,
and labeled.
7. Electrical room needs to be identified on
door.
8. More corrections may follow.
July 15, 2020:
Final building inspection certificate of
occupancy walk-through-Failed.
1. Scope of structural, plumbing, electrical,
and mechanical work-Not ready.
2. Needs site address on building.
3. need waste and recycling management
8-59 forms & receipts.
4. Mechanical test and Air balance report
and lighting title 24.
5. Project superintendent Jeremiah will call
VVllen ready for reinspection.
6. Electrical panels required to be identified,
and labeled.
7. Electrical room needs to be identified on
door.
8. More corrections may follow.
162388-2021 Passed Tony Alvarado
No
No
Complete
Page 14 of 16
Permit Type: BLDG-Commercial
Work Class: Tenant Improvement
Status: Closed -Finaled
Application Date: 09/02/2020
Issue Date: 11/10/2020
Expiration Date: 10/27/2021
IVR Number: 28450
Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
Checklist Item
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
Wednesday, July 21, 2021
COMMENTS
Not ready. Needs site address on building,
need waste and recycling management
forms & receipts, test and balance, and
lighting title 24. Call for reinspection when
ready.
July 15, 2020:
Final building inspection certificate of
occupancy walk-through-Failed.
1. Scope of structural, plumbing, electrical,
and mechanical work-Not ready.
2. Needs site address on building.
3. need waste and recycling management
B-59 forms & receipts.
4. Mechanical test and Air balance report
and lighting title 24.
5. Project superintendent Jeremiah will call
When ready for reinspection.
6. Electrical panels required to be identified,
and labeled.
7. Electrical room needs to be identified on
door.
a. More corrections may follow.
July 15, 2020:
Final building inspection certificate of
occupancy walk-through-Failed.
1. Scope of structural, plumbing, electrical,
and mechanical work-Not ready.
2. Needs site address on building.
3. need waste and recycling management
B-59 forms & receipts.
4. Mechanical test and Air balance report
and lighting title 24.
5. Project superintendent Jeremiah will call
When ready for reinspection.
6. Electrical panels required to be identified,
and labeled.
7. Electrical room needs to be identified on
door.
8. More corrections may follow.
9. Public works clearance required.
Passed
No
No
No
Page 13 of 16
Permit Type: BLDG-Commercial
Work Class: Tenant Improvement
Status:
Scheduled
Date
Closed -Finaled
Actual Inspection Type
Start Date
Checklist Item
Application Date: 09/02/2020
Issue Date: 11/10/2020
Expiration Date: 10/27/2021
IVR Number: 28450
Inspection No.
COMMENTS
Inspection
Status
Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Primary Inspector Reinspection Inspection
Passed
BLDG-Building Deficiency Not ready. Needs site address on building,
need waste and recycling management
forms & receipts, test and balance, and
lighting title 24. Call for reinspection when
ready.
No
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
0711512021 0711512021 BLDG-Final Inspection
Wednesday, July 21, 2021
161889-2021 Failed Tony Alvarado
No
No
No
No
Reinspection Incomplete
Page 12 of 16
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
Work Class: Tenant Improvement
Status: Closed -Finaled
FAMILY
Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Expiration Date: 10/27/2021
IVR Number: 28450
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
05/03/2021
05/2712021
0710112021
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
COMMENTS
January 21, 2021: (canceled).
"No building deficiencies"
April 23, 2021:
No Underground Electrical/building
deficiencies.
1. New secondary 4":electrical conduit,
Point of connection from new south
buflding structure to Point of connection,
located at new transformer pad area.
2. All electrical and data conduit lines inside
3'fl deep utility trench with electrical
conduit and electrical conduit indicator
tape.
2. New 2" data conduit line, low-voltage
conduit located at 2' ft. depth, located in
same trench above 4" inch electrical
conduit line -approved.
04/30/2021 BLDG-11 155359-2021 Partial Pass Tim Kersch
Foun dation/Ftg/Piers
(Robar)
Checklist Item COMMENTS
BLDG-Building Deficiency
05/27/2021 BLDG-Electric Motor
Release
Checklist Item
158352-2021
COMMENTS
Failed
BLDG-Building Deficiency No contractor on site
BLDG•Flnal Inspection
Checklist Item
158353-2021
COMMENTS
Failed
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
No contractor on site
07/01/2021 BLDG•Flnal Inspection 160956-2021 Failed
Chris Renfro
Chris Renfro
Chris Renfro
Wednesday, July 21, 2021
Passed
No
Yes
Reinspection Incomplete
Passed
No
Re inspection Incomplete
Passed
No
Reinspection Incomplete
Passed
No
No
No
No
No
Re inspection Incomplete
Page 11 of 16
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Work Class; Tenant Improvement Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Status: Closed -Finaled Expiration Date: 10/27/2021
IVR Number: 28450
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector
Date Start Date Status
03/23/2021 03/23/2021 BLDG-84 Rough 153325-2021 Passed Tim Kersch
03/26/2021
04/15/2021
04/23/2021
Combo(14,24,34,44)
Checklist Item
BLDG-Building Deficiency
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
Not ready inspected. Need dry in.
03/26/2021 BLDG-18 Exterior
Lath/Drywall
153753-2021 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
March 25, 2021: (virtual inspection)
Interior drywall-partial pass.
1. No Building Deficiencies.
2. Drywall and moisture resistive
cement/Hardy*backer board, type and
nailing pattern, scope of work per plan -
approved.
04/15/2021 BLDG-18 Exterior
Lath/Drywall
154991-2021 Passed Tony Alvarado
Checklist Item
BLDG*Building Deficiency
BLDG*Building Deficiency
COMMENTS
April 15, 2021:
1. No building exterior stucco lath
Deficiencies.
2. Final exterior stucco lath installation
lnspection*Approved.
March 25, 2021: (virtual inspection)
Interior drywall*partial pass.
1. No Building Deficiencies.
2. Drywall and moisture resistive
cement/Hardy*backer board, type and
nailing pattern, scope of work per plan -
approved.
04/23/2021 BLDG-34 Rough
Electrical
155806-2021 Partial Pass Tony Alvarado
Wednesday, July 21, 2021
Reinspection Inspection
Passed
Yes
Yes
Yes
Yes
Yes
Complete
Reinspection Incomplete
Passed
Yes
Complete
Passed
Yes
Yes
Reinspection Incomplete
Page 10 of 16
Permit Type:
Work Class:
Status:
Scheduled
Date
03/12/2021
03/17/2021
03122/2021
BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Tenant Improvement Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Closed -Finaled Expiration Date: 10/27/2021 Address: 2656 STATE ST
IVR Number: 28450 CARLSBAD, CA 92008-1626
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
Checklist Item
BLDG-Building Deficiency
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
03112/2021 BLDG-84 Rough
Combo(14,24,34,44)
152639-2021 Failed Tim Kersch
03117/2021
03/2212021
Checklist Item
BLDG-Building Deficiency
BLDG-14
Frame-Steel-Bolting-welding
(Decks)
BLDG-24 Rough-Top out
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
Not ready inspected.
BLDG-84 Rough 152883-2021 Failed Tim Kersch
Combo(14,24,34,44)
Checklist Item COMMENTS
BLDG-Building Deficiency Not ready inspected. Need dry in.
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
BLDG-16 Insulation 153175-2021 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
COMMENTS
March 22, 2021: (Virtual inspection).
No Building Deficiencies.
1. Wall and ceiling insulation, installed per
engineer plans and detail specifications,
scope of insulation work-approved.
February 9, 2021: (virtual inspection).
(No building deficiencies).
Approval for south side single story
commercial building structure-only)
1. Verified title -24 energy insulation,
scope of work-approved.
Passed
No
No
No
No
No
Re inspection
Passed
No
No
No
No
No
Reinspectlon
Passed
No
No
No
No
No
Reinspection
Passed
Yes
Yes
Incomplete
Incomplete
Incomplete
Wednesday, July 21, 2021 Page 9 of 16
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Work Class: Tenant Improvement Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Status:
Scheduled
Date
03/02/2021
03/09/2021
03/10/2021
03/11/2021
Closed -Finaled Expiration Date: 10/27/2021
IVR Number: 28450
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector
Checklist Item
BLDG-Building Deficiency
COMMENTS
February 22, 2021: (virtual inspection).
1. No building deficiencies.
2. Underground domestic water plumbing
lines, 40-schedule PVC pipe, underground
plumbing water lateral line to buildings
stubbed-out, scope of work-approved.
3. South commercial building, interior
drywall type, and drywall nailing pattern,
scope of drywall work-approved.
03/02/2021 BLDG-17 Interior
Lath/Drywall
151759-2021 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
COMMENTS
February 22, 2021: (virtual inspection).
1. No building deficiencies.
2. Underground domestic water plumbing
lines, 40-schedule PVC pipe, underground
plumbing water lateral line to buildings
stubbed-out, scope of work-approved.
3. South commercial building, interior
drywall type, and drywall nailing pattern,
scope of drywall work-approved.
March 2, 2021: (virtual inspection).
1. no building deficiencies.
2. Insulation size and type installed and
verified installation certificate-approved.
3. Interior drywall type and nailing pattern,
scope of work-approved.
03/09/2021 BLDG-31 152249-2021 Passed Paul Burnette
Underground/Conduit -
Wiring
Checklist Item
BLDG-Building Deficiency
COMMENTS
03/10/2021 BLOG-81 Underground
Combo(11, 12,21,31)
152499-2021 Partial Pass Tony Alvarado
Checklist Item
BLDG-31
Underground-Conduit Wiring
COMMENTS
March 1 0, 2021: (virtual inspection).
1. Underground electrical conduit, 40' foot
electrical conduit run, approved depth of
top of pipe to top of finish grade, scope of
work-approved.
2. Virtual inspection completed on Monday,
March 8, 2021, with superintendent
Jeremiah.
03/11/2021 BLDG-84 Rough
Combo(14,24,34,44)
152515-2021 Cancelled Chris Renfro
Wednesday, July 21, 2021
Reinspection Inspection
Passed
Yes
Complete
Passed
Yes
Yes
Complete
Passed
Yes
Reinspectlon Incomplete
Passed
Yes
Reinspection Incomplete
Page 8 of 16
Permit Type: BLDG-Commercial
Work Class: Tenant Improvement
Status:
Scheduled
Date
02/17/2021
Closed -Finaled
Actual Inspection Type
Start Date
BLDG-44
Rough-Ducts-Dampers
02/17/2021 BLDG-11
Foundatlon/Ftg/Plers
(Rebar)
Checklist Item
Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Expiration Date: 10/27/2021
IVR Number: 28450
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Inspection No. Inspection
Status
Primary Inspector Relnspection Inspection
February 9, 2021: follow-up to MEPS
inspection (virtual inspection).
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-approved.
2. Contractor representative Jeremiah
addressed all MEPS corrections.
ME PS-approved.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
4. OK to continue and install title-24 Energy
insulation.
150638-2021 Passed Tony Alvarado
COMMENTS
Yes
Complete
Passed
BLDG-Building Deficiency February 17, 2021: (virtual inspection).
No Building Deficiencies.
Yes
02/22/2021 02/22/2021 BLDG-17 Interior
Lath/Drywall
Checklist Item
1. "Tissue Culture"/Heppa-Laboratory
building, plywood roof deck-type, size, and
nailing pattern per plan-approved.
151097-2021 Partial Pass Tony Alvarado
COMMENTS
BLDG-Building Deficiency February 22, 2021: (virtual inspection).
Wednesday, July 21, 2021
BLDG-21
Underground/Underflo
or Plumbing
1. No building deficiencies.
2. Underground domestic water plumbing
lines, 40-schedule PVC pipe, underground
plumbing water lateral line to buildings
stubbed-out, scope of work-approved.
3. South commercial building, interior
drywall type, and drywall nailing pattern,
scope of drywall work-approved.
151054-2021 Partial Pass Tony Alvarado
Relnspection Incomplete
Passed
Yes
Reinspectlon Incomplete
Page 7 of 16
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
Work Class: Tenant Improvement
Status: Closed -Finaled
Issue Date: 11/10/2020
Expiration Date: 10/27/2021
IVR Number: 28450
FAMILY
Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
Wednesday, July 21, 2021
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
COMMENTS
February 9, 2021: follow-up to MEPS
inspection (virtual inspection).
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-approved.
2. Contractor representative Jeremiah
addressed all MEPS corrections.
MEPS-approved.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
4. OK to continue and install title-24 Energy
insulation.
February 9. 2021: follow-up to MEPS
inspection (virtual inspection).
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-approved.
2. Contractor representative Jeremiah
addressed all MEPS corrections.
MEPS-approved.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
4. OK to continue and install title-24 Energy
insulation.
February 9, 2021: follow-up to MEPS
inspection (virtual inspection).
1. Rough combination inspection for
plumbing, electrical. mechanical, and
structural framing scope of work. Per
architectural/structural engineers plans
and design specifications-approved.
2. Contractor representative Jeremiah
addressed all MEPS corrections.
MEPS-approved.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwalt nailing, scope of
work-approved.
4. OK to continue and install title-24 Energy
insulation.
Passed
Yes
Yes
Yes
Page 6 of 16
Permit Type: BLDG-Commercial
Work Class: Tenant Improvement
Status:
Scheduled
Date
Closed • Finaled
Actual Inspection Type
Start Date
Checklist Item
Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Expiration Date: 10/27/2021
IVR Number: 28450
Inspection No.
COMMENTS
Inspection
Status
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Primary Inspector Reinspection Inspection
Passed
BLDG-Building Deficiency
BLDG-Building Deficiency
Not ready
February 9, 2021: (virtual inspection).
No
Yes
Wednesday, July 21, 2021
BLDG-16 Insulation
Checklist Item
1. Partial pass shearwall nailing, scope of
work-approved, on February 3, 2021.
2. Shearwall panels type of plywood and
nailing pattern, scope of work, per
engineered plans and details
specifications-approved.
3. OK to wrap with Tyveks fire-rated
siding.
150221-2021
COMMENTS
Partial Pass Tony Alvarado
BLDG-Building Deficiency February 9, 2021: (virtual inspection).
(No building deficiencies).
BLDG-84 Rough
Combo(14,24,34,44)
Approval for south side single story
commercial building structure-only)
1. Verified title -24 energy insulation,
scope of work-approved.
150220-2021 Partial Pass Tony Alvarado
Reinspectlon Incomplete
Passed
Yes
Relnspectlon Complete
Page 5 of 16
~ ":: : -";:~:;f~",1']!_ -~-z""'4½'!Et'f¾-,:: " r ";c;¼ 7;0.,¥?-W"• a,,_,_ " . ;~ .· a&IBJs· INSP&gll&ON' IRSTflfl:'l,,for (C-BC2020-0334l . :. ef,. . ,,ff
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Work Class: Tenant Improvement
Status: Closed -Finaled
Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Expiration Date: 10/27/2021
IVR Number: 28450
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Relnspection Inspection
02/05/2021 02/05/2021
02/09/2021 02/09/2021
Wednesday, July 21, 2021
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
February 3, 2021:
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-partial pass.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
February 3, 2021:
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-partial pass.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
February 3, 2021:
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-partial pass.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
February 3, 2021:
1. Rough combination inspection for
plumbing, electrical, mechanical, and
structural framing scope of work, Per
architectural/structural engineers plans
and design specifications-partial pass.
2. Notching/boring more than 40%, bottom
sole plate of load bearing wall requires
straps connectors.
3. Partial pass shearwall nailing, scope of
work-approved.
BLDG-13 Shear 149860-2021 Failed Chris Renfro
Panels/HD {ok to wrap)
Checklist Item COMMENTS
BLDG-Building Deficiency Not ready
BLDG-13 Shear 150062-2021 Partial Pass Tony Alvarado
Panels/HD {ok to wrap)
Passed
Yes
Yes
Yes
Yes
Relnspection Incomplete
Passed
No
Reinspection Incomplete
Page 4 of 16
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Work Class: Tenant Improvement Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Address: 2656 STATE ST
CARLSBAD, CA 92008-1626
Status:
Scheduled
Date
01/21/2021
01/25/2021
02/03/2021
Closed -Finaled
Actual Inspection Type
Start Date
01/21/2021 BLDG-15 Roof/ReRoof
(Patio)
Checklist Item
Expiration Date: 10/27/2021
IVR Number: 28450
Inspection No.
148848-2021
COMMENTS
Inspection
Status
Cancelled
Primary Inspector
Tony Alvarado
BLDG-Building Deficiency January 21, 2021: (canceled).
"No building deficiencies"
BLDG-34 Rough
Electrical
Checklist Item
148847-2021
COMMENTS
Cancelled Tony Alvarado
BLDG-Building Deficiency January 21, 2021: (canceled).
"No building deficiencies"
01/2412021 BLDG-15 Roof/ReRoof
(Patio)
Checklist Item
148955-2021
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency January 22, 2020: No building deficiencies.
(Virtual inspections).
BLDG-34 Rough
Electrical
Checklist Item
1. (2) sloped roof, (2);flat roof systems,
roof deck sheathing type and nailing
pattern, scope of work-approved.
148956-2021 Cancelled Tony Alvarado
COMMENTS
BLDG-Building Deficiency January 22, 2020:
02/0312021 BLDG-84 Rough
Combo(14,24,34,44)
1. Contractor representative Jeremiah
called and canceled inspection. Scope of
rough electrical work not ready.
149744-2021 Partial Pass Paul Burnette
Wednesday, July 21, 2021
Reinspection Inspection
Reinspectlon Incomplete
Passed
No
Reinspection Incomplete
Passed
No
Complete
Passed
Yes
Relnspectlon Incomplete
Passed
No
Reinspection Incomplete
Page 3 of 16
Permit Type: BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
Work Class: Tenant Improvement
Status: Closed -Finaled
FAMILY
Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Expiration Date: 10/27/2021
IVR Number: 26450
Address: 2656 STATE ST
CARLSBAD, CA 92006-1626
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
12/1512020
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
COMMENTS
December 9, 2020:
1. Footings at interior of building structure
and exterior addition new footings scope
of work, per engineered plans and detail
specifications -approved.
2. Verified deputy inspector (ghost Rider)
reports for the compaction test of
(3)footings locations and slab and epoxy
doweling into existing footings, per
structural and civil engineers requirements
-approved.
3. First grout lift, at exterior masonry block
bearing wall-approved.
4. Verify deputy inspectors report for
masonry block wall grout lift-approved.
November 30, 2020:
1. Partial pass for (East) new commercial
building addition footings, and new
restroom areas footings, and (South)
building and (North) CMU block wall
footings, scope of work -OK.
2. Pending geotechnical report/compaction
report verification for footing bottoms and
pad certification.
3. Informed superintendent Jeremiah
regarding required documentation pending.
BLDG-66 Grout
Checklist Item
145932-2020
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency December 9, 2020:
1. Footings at interior of building structure
and exterior addition new footings scope
of work, per engineered plans and detail
specifications -approved.
2. Verified deputy inspector (ghost Rider)
reports for the compaction test of
(3)footings locations and slab and epoxy
doweling into existing footings, per
structural and civil engineers requirements
-approved.
3. First grout lift, at exterior masonry block
bearing wall-approved.
4. Verify deputy inspectors report for
masonry block wall grout lift-approved.
12/15/2020 BLDG-66 Grout
Checklist Item
146289-2020
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency December 15, 2020:
1. CMU block wall , second grout lift
inspection, per structural engineers plans
and detail specifications -approved.
Wednesday, July 21, 2021
Passed
Yes
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Page 2 of 16
Building Permit Inspection History Finaled
(Cityof
Carlsbad
Permit Type:
Work Class:
Status:
Scheduled
Date
11/19/2020
11/24/2020
11130/2020
12/09/2020
BLDG-Commercial Application Date: 09/02/2020 Owner: TRUST SMITH EDMUND AND EDITH
FAMILY
Tenant Improvement Issue Date: 11/10/2020 Subdivision: SEASIDE LANDS
Closed -Finaled Expiration Date: 10/27/2021 Address: 2656 STATE ST
IVR Number: 28450 CARLSBAD, CA 92008-1626
Actual Inspection Type
Start Date
11/19/2020 BLDG-21
Underground/Underflo
oi' Plumbing
Checklist Item
Inspection No.
144209-2020
COMMENTS
Inspection
Status
Primary Inspector
Partlal Pass Tony Alvarado
BLDG-Building Deficiency November 19, 2020:
1. Partial pass -for underground 4"inch
sewer plumbing line under water test Dash
approved.
2. OK to backfill trench.
11/24/2020 BLDG-21 144 719-2020 Passed Tony Alvarado
Underground/Underflo
or Plumbing
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
COMMENTS
November 19, 2020:
1. Partial pass -for underground 4"inch
sewer plumbing line under water test Dash
approved.
2. OK to backfill trench.
November 24, 2020: (Virtual inspection).
1. pass -for underground 4 "inch sewer
plumbing line under water test, and
underground waste and vent lines under
1 0'feet of head pressure water
test-approved.
2. OK to backfill trench.
11/30/2020 BLDG-11 144910-2020 Partial Pass Tony Alvarado
Foundatlon/Ftg/Piers
(Robar)
Checklist Item
BLDG-Building Deficiency
COMMENTS
November 30, 2020:
1. Partial pass for (East) new commercial
building addition footings, and new
restroom areas footings, and (South)
building and (North) CMU block wall
footings, scope of work -OK.
2. Pending geotechnical report/compaction
report verification for footing bottoms and
pad certification.
3. Informed superintendent Jeremiah
regarding required documentation pending.
12/09/2020 BLDG-11 145703-2020 Passed 'Tony Alvarado
F ou n datlon/Ftg/P lers
(Robar)
Reinspection Inspection
Reinspectlon Incomplete
Passed
Yes
Complete
Passed
Yes
Yes
Relnspectlon Incomplete
Passed
Yes
Complete
Wednesday, July 21, 2021 Page 1 of 16
Gnostrider inc.
PH. 760-473-5052
PH. 858-212-5660
E-mail, twghostrider01@yahoo.com
CLIENT Owner
DATE 11/30/2020
ARCHITECT G Coleman Architect
3594 Herman Ave San Diego, CA 92104
ENGINEER Qualls Engineering
Any Where Any Time
Around the World, Around the Clock
P.O. Box 1120 Fallbrook, CA 92088
E-mail, sdmosch@gmail.com
PROJECT Tyra
ADDRESS 2656 State Street
c1TY Carlsbad, CA 92008
JOB# Ghostrider, Inc.
4403 Manchester Ave# 203 Encinitas, CA 92024
BUILDING PERMIT/DSA/OSHPD# CBC2020-0334
PLAN FILE# Not Applicable
CONTRACTOR CL TVT w. D. # Not Applicable
INSPECTION SAMPLES QTY. MATERIAL DESCRIPTION CHECKLIST
Epoxy Doweling Concrete, PSI:
Epoxy Type:
Batch Number:
Rebar: Gr/Type:
# Unknown/Existing
# Simpson SET-XP (ESR-2508)
# 1000054466, Exp.09/21
# A-615/Grade 60
Approved Plans Available
Compressed Air Blow,Brush,Blow
Bottle Brush Nylon 5/8" Dia.
Edge Distance Approved
Weather Sunny Bright
Safety Gear Hardhats,Glasses
REMARKS: Inspected epoxy doweling into existing footing/slab sections as shown on approved plans
per details {11&12/5D2) for project (Along GL 9 & 11 and in GL Area A-0&16-19/S2.0). Contractor
drilled 5/8"Dia. X 4"deep holes. Holes were cleaned with a 5/8"Dia. bottle brush and dry clean
compressed air. Contractor filled holes with epoxy and installed rebar dowels. Work on project is
ongoing.
CERT/FICA TION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with appr011ed plans, specifications and
applicable sections of the building codes. For this report to be valid It must have o final report, signed by the special inspector, stating "Final Report of inspection and material
testing". Without a final report this document is invalid. This report covers the locations of the work reported only and doesn't constitute engineering opinion or project control.
Time in: Time out:
~uthorization: THE DEPUTYS
--
Signature_~--:~;c-=--=--~-,,,.,--· ____;;_ __ _
Taylor White
I.C.C. & San Diego# 1287:
This Is not p government form. The Federal. State. County and Citv seals onlvslqni(y that Inspections are conducted under Federal. State. County and City Codes /2010 C.B.C./. This document Is
not used for advertising, marketing or promotions. This document Is used to convey compliance with the Codes.
Gnostrider inc.
PH. 760-473-5052
Fax 619-367-5791
E-mail, twghostrider01@yahoo.com
cu ENT Owner
DATE 11/25/2020
ARCHITECT G Co leman Architect
3594 Herman Ave San Diego, CA 92104
ENGINEER Qualls Engineering
Any Where Any Time
Around the World, Around the Clock
P.O. Box 1120 Fallbrook, CA 92088
E-mail, sdmosch@gmail.com
PROJECT Tyra
ADDRESS 2656 State Street
c1TY Carlsbad, CA 92008
Joe# Ghostrider, Inc.
4403 Manchester Ave # 203 Encinitas, CA 92024
BUILDING PERMIT/DSA/OSHPD# CBC2020-0334
PLAN FILE# Not Applicable
CONTRACTOR CL TVT w. o. # Not Applicable
INSPECTION SAMPLES QTY. MATERIAL DESCRIPTION CHECKLIST
Epoxy Doweling Concrete, PSI:
Epoxy Type:
Batch Number:
Rebar: Gr/Type:
# Unknown/Existing
# Simpson SET-XP (ESR-2508)
# 1000070750, Exp.02/22
# A-615/Grade 60
Approved Plans Available
Compressed Air Blow,Brush,Blow
Bottle Brush Nylon 5/8" Dia.
Edge Distance Per Plans
Weather Sunny Bright
Safety Gear Hardhats,Glasses
REMARKS: Inspected epoxy doweling into existing footing/slab connecting into new footings/slab as
shown on approved plans per details (5D2/10, 11) for project along GL 16 between GL's A+D, along
GL 3 between GL's C+D, along GL C between GL's 1 +3 and at GL G intersecting at GL 4. Contractor
drilled 5/8"Dia. X 6"deep holes. Holes were cleaned with a 5/8"Dia. bottle brush and dry clean
compressed air. Contractor filled holes with epoxy and installed 2'-6" long #4 rebar dowels. Work
on project is ongoing.
CERT/FICA TION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and
applicable sections of the building codes. For this report to be valid it must have a final report, signed by the special inspector, stating "Final Report of Inspection and material
testing". Without a final report this document is invalid. This report covers the locations of the work reported only and doesn't constitute engineering opinion or project control.
Time in: Time out:
~uthorization: THE DEPUTYS
Signature_-=~'---_.,,,,,,._ __ ~ .... ;r:-=::'------
Guillermo Myers
I.C.C. # 9338071 & Soil Technician
This Is not a government form. The Federal. State, County and City seals only signify that inspections are conducted under Federal, State. County ond City Codes /2010 C.B.C./. This document is
not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes.
Ccityof
Carlsbad
California
City of Carlsbad, Inspection Services Division
Planning & Development Review
1635 Faraday Ave. Carlsbad, CA 92008
DATE: 6/16/2021
TO: Building Official, City of Carlsbad
Inspection Services, Planning and Development Review
1635 Faraday Ave.
~ •• Carlsbad, CA 92008 HC>Mf
SUBJECT: Satisfactory completion of work requiring Special Inspection
PERMIT NUMBERj CBC2020-0334, _
PROJECT ADDRESS: 2656 State Street, Carlsbad, a. 92008 /
SPECIAL INSPECTT N SERVICES WERE PROV DE'D BY: {A L OF
Special Inspection Agency/
Construction Materials Testing
Laboratory Final Report
SPECIAL INSPECTION AGENCY: Ghos rider, In . v:..
ADDRESS: P.O. ~ox 1120 Fal!Jarook, CA 9208i
SPECIAL INSPECTOR'S NAME: Taylor White
(Each special inkpector i required to complete and submit this Final Report form) I I •
J) ...
SPECIAL INSPECT , R'S c RTIFICAJION NUMBER: San Diego# 1287
CONSTRUCTION MATltlALS TESTING WAS PERFORMED BY: I . ( J -..
TESTING LABORA ·O Y/AGENCY: N/A ••. .
I \. .
ADDRESS: N A ..-• l I
.,.
) _, I
i• PIRAT?N-0~TE: 12/2~22 y ,
. . . .\. ,.....\
~ •,. .; . ~ \'"f\ I
. .. -----,-
RESPONSIBLE MA AGING CJVIL ENG INEIR OF THE TE~TING LABORATORY'. N/ A l , • \
STATE OF CALIFO (IA ~EGISTRATION NUMBER: N4A . ' EJ;(PIR?ION.,D r t;:/A
COMMENTS: Com leted All S ecia/ Ins ections on Pro·ect lncludin
,i . /
All-Thread Hi h
Stren th Grout Urider Steel Base /ates & Sho Weldin /
, I -I declare unde pe alty of perjury that, to the best of my knowledge_ or aSJ noted above, all the wo k requiring
special inspectip n anp/or material sampling and,-testing for the structure o' structures construct d under the
subject permit \s in co formance wi~h the approved pla_ns !' nd wnstruction do uments, the app'r ved inspection
and testing program an the applicable workmanship pr-o~iso s clf the Catifqrnia Building Cod7 as amended by
CityofCarlsba~cl. -, /; _ / . -~~ ' c;.. f'.,._ .,. "-.. ·-✓-f~z,. ¥~, • ./'I / . \ Y"' . f,.t··· .. ~-:-.:~;~
Signature: -----~..__ __ '-_____ .....___......,_ .......... .,... / Signature: ~-+-_._'---___ ..:_______ -ii
)
(Special Inspector) '-~ .J (Responsi~M'anaging Civil Engineer) "' · . lY
Executed on: 6
1
16/2021, ~:.._ ' __ Ex~ted ::.,.n':.J:J/A
This Is not o government form, The State, County and City seals only signifies, the Inspections ore conducted under Federal, State, County and City Codes
(2015 C.8.C.J. This document Is not used for advertising, marketing or promotions. This document is used to convey compliance with the Code.
C cityof
Carlsbad
California
Special Inspection Agency/
Construction Materials Testing
Laboratory Final Report
City of Carlsbad, Inspection Services Division
Planning & Development Review
1635 Faraday Ave. Carlsbad, CA 92008
DATE: 6/16/2021
TO: Building Official, City of Carlsbad
Inspection Services, Planning and Development Review
1635 Faraday Ave.
~*•Carlsbad, CA 92008
HOME
SUBJECT: Satisfactory completion of work requiring Special Inspection
PERMIT NUMBERj CBC2020-0334, -~--..._
PROJECT ADDRESS: 2656 State Street, Carlsbgd,"'Ca. 92008 · ' -..................
SPECIAL INSPECTI N SERVICES WERE PROVIDED BY: 0 • ' ' . '-.. / vP..l-F 1 \,.
SPECIAL INSPECTI N AGENCY: Gh(}strider, Inc.} .. . ly
ADDRESS : P.O. ox 1120 Fallprook, CA 92088 ~
SPECIAL INSPECT . R's NAME/ Taylor White •
(Each special inl pector is required to complete and submit this Final Report form) I , .
SPECIAL INSPECT~R'S S · RTIFICATJON NUMBER: San Diego# 1287
CONSTRUCTION MATERIALS TES'rlNG WAS PERFORMED BY: I . c '1
TESTING LABORA ,o,RY/AGENCY: N/A
ADDRESS: N/ A I . / I
RESPONSIBLE MA fGING CIVIL ENGINEER OF THE TESTING LABORATORY: N//!4.
STATE OF CAUFORL
1 i ARrn/;rnAno~ NUMBER:· N/4A ,~,,•~r,i,N D f' N/A
COMMENTS: Co leted All S ecia/ Ins ections on Pro·ect lncludin : E ox
,, .
> EXPIRATl1 11J 0ATE:
I -. . .
~ ·.?
12/2022
. ' ~
----....
Stren th Grout Urider Steel Base fates & Sho Weldin .
o_
I declare unde pe~alty of perj~~Y that, to the best of my~knowledge._or as ~oted ab~ve, all the wo k requiring
special inspecti n and/or material sampling and testing for the structure or structures construct d under the
subject permit s in co {orrnance wit;h the approved plans and construction dor um';nts, the apprlo:ved in spection
and testing pror ram and the applicable workmanship pro':'.isio s df th~ Ca!ifornia Building Codr as amended by
City of Carlsbad~~__.:.. J _ _j, /
~adr?_ ''\ . ~, \ \>' /
Sig nature: ~ ¥~, ..q / . Sjgn~tai;e: _ ,'
)
(Special Inspector) ~ / V l • (Responsi~naging Civil Engineer)
. ' ,,,, Executed on: 6 !16/2021, ___ __:xecut~ ~: ~/A ...
This Is not a government form, The State, County and City seals only signifies. the Inspections are conducted under Federal, State, County and City Codes
(2015 C.B.C./. This document is not used for advertising. marketing or promotions. This document is used to convey compliance with the Code.
~ ~ ~()~ I Y) 1 ~J
CHEMICAL CLASSIFICATION FORM
COMMON NAME CHEMICAL %Cone CAS# FORM QUANT. QUANT.IN Total LOCATION HAZ. JUSTIFICATION
NAME STORED USE(Open/ Quantity (Storage& CLASSES
Closed) (Storage+ Use)
Use)
NewBlot Nitro Inorganic Basac ,,,.~ . I~,-Stripping Buffer, 5X Water 95-99 7732-18-5 L 100ml 100ml 100ml Lab
/ {-Oral Rat LOSO=
7060 mg/kg
(Ethanol) 6200
t mg/kg
(methanol);
Denna I Rabbit
Ethanol 69-71 64-17-5 ~~ LOSO= 15800
Methanol 0-3 67-56-1 mg/Kg
Ethanol 70% Water 26-31 7732-18-5 L ll 1L ll Lab (methanol)
Polyethylene '-'-' -
Glycol p-tert-$!?+ Octylphenyl Oral RatLDSO =
Triton X-100 Ether >95 9002-93-1 L ll -ll ll Lab .-x 1800mg/kg
70 67-63-0 , ~-1B) V V
lsopropanol lspropyl Alcohol 30 7732-18-5 L 500ml 500ml 500ml Lab
sodium dodecyl --BoltMESSDS sulfate / 1-• ..) 151-21-3 ~ Causes mild skin
Running Buffer (20X) water ' 95-99 7732-18-5 L 500ml 500ml 500ml Lab C and eye irritation
sodium dodecyl
c~
Bolt MOPS SOS sulfate c 1-5 151-21-3 Causes mild skin
Running Buffer (20X) water 95-99 7732-18-5 L 500ml 500ml 500ml Lab and eye irritation
Dimethyl Sulfoxide Dimethyl -~ C0, / _.,_
(DMSO) Sulfoxide >95 67-68-5 L 100ml 100ml 100ml Lab FL-3A
Company Name: Tyra Biosciences, Inc. Page: 1 of 7
Company Address: 2656 State St., Carlsbad CA 92008 Area: Lab
CHEMICAL CLASSIFICATION FORM
COMMON NAME CHEMICAL %Cone CAS# FORM QUANT. QUANT.IN Total LOCATION HAZ. JUSTIFICATION
NAME STORED USE(Open/ Quantity (Storage& CLASSES
Closed) (Storage+ Use)
Use)
. ~ ,rn---J. -\ ..j LOSO Oral -rat-rros,n~"0) ~~ ✓ 4,700mg/kg
<=100\
-'-'-,/1 ).DS0 Derma I -QYl \Cl ' llJ-V f ~) I~ rabbit -10,626
100% Ethylene Glycol Ethylene Glycol L 100ml 100ml 100ml Lab mg/kg
LOSO Oral -rabbit
T✓ > 2.000 mg/kg;
Sodium possibly
Sodium Cacodylate Cacodylate <=100 6131-99-3 L 250ml 250ml 250ml Lab carcinogeneic
Sodium .
propionate
Sodium LOSO Oral -rabbit
cacodylate 137-40-6 > 2. 000 mg/kg;
MD2-61-Part A & B trihydrate 6131-99-3 w possibly
(PCTP pH 4.0 & 9.5) Bis-Tris propane 64431-96-5 L 200ml 200ml 200ml Lab carcinogeneic
" V ' Lithium and its
✓ compounds are
2.0 M Lithium sulfate possible
monohydrate Lithium sulfate 10102-25-7 L 200ml 200ml 200ml Lab I' teratogens
✓ Carcinogen.
Reagent 79 (G7) Formamide 50 75-12-7 Teratogen,
Additive Screen Water 50 7732-18-5 L 1ml 1ml 1ml 1ml TOX ChronicTox
ox?-Oral LDS0 = 8200
✓ mg/kg (Rat);
Sodium
COR/T\x Dermal LDS0 =
aorox Bleach hypochlorite 10-May 7681-52-9 L 3.75L 3.75L 3.75L 3.75L l0000mg/kg
Company Name: Tyra Biosciences, Inc. Page: 2 of 7
Company Address: 2656 State St., Carlsbad CA 92008 Area: Lab
CHEMICAL CLASSIFICATION FORM
COMMON NAME CHEMICAL %Cone CAS# FORM QUANT. QUANT.IN Total LOCATION HAZ. J usn Fl CATION
NAME STORED USE(Open/ Quantity (Storage& CLASSES
Closed) (Storage+ Use)
Use)
Protein A-Sepharose
4B, Fast Flow from
Staphylococcus Ethanol 20-30 64-17-5 Oral Rat LOSO=
aureus Water 70-80 7732-18-5 L 1ml ll ll Lab FL-1B; h;ix 7060mg/kg
\
Company Name: Tyra Biosciences, Inc. Page: 3 of 7
Company Address: 2656 State St., Carlsbad CA 92008 Area: Lab
CHEMICAL CLASSIFICATION SUMMARY SHEET
Hazard Class: COR
Chemical Name Amount O.S. Use C.S.Use Totally Quantity Location of Location of Use
Stored (storage+ Use) Storage
NewBlot Nitro Stripping
Buffer, SX (inorganic base) 0 0 100ml 100ml Lab Lab
Sodium dodecyl sulfate 0 0 ll ll Lab Lab I
Sodium hypochlorite 0 0 3.75L 3.75L Sink Sink fc \ ij----1 -
= jlnterior Storage: 4.8SL Exterior Storage: DL Open System Use: DL Closed System Use: 4.85L
[Total Quantity: 4.SSL
Company Name: Tyra Biosciences, Inc. Page: 4 of 7
Company Address: 2656 State St., Carlsbad CA 92008 Area: Lab
CHEMICAL CLASSIFICATION SUMMARY SHEET
Hazard Class: TOX
Chemical Name Amount o.s. Use C.S. Use Totally Quantity Location of Location of Use
Stored (storage+ Use) Storage
Ethanol 0 0 ll ll Lab Lab
Triton X-100 0 0 ll ll Lab Lab
Ethylene Glycol 0 0 2L 2L Lab Lab
Sodium Cacodylate O.SL O.SL Lab Cyrstallography Bench
Lithium sulfate 0.2L 0.2L Lab Cyrstallography Bench
Formamide 0.001L 0.001L Lab Cyrstallography Bench
Ethylene Glycol O.ll 0/ll Lab Cyrstallography Bench
Sodium hypochlorite 3.75L 3.75L Lab Cyrstallography Bench
!interior Storage: 8.6L Exterior Storage: OL Open System Use: OL Closed System Use: 8.6L I
!Total Quantity: s_6L I
Company Name: Tyra Biosciences, Inc. Page: 5 of 7
Company Address: 2656 State St., Carlsbad CA 92008 Area: Lab
CHEMICAL CLASSIFICATION SUMMARY SHEET
Hazard Class: FL-1B
Chemical Name Amount O.S. Use C.S. Use Totally Quantity Location of Location of Use
Stored (storage+ Use) Storage
Ethanol 0 0 2L 2L Lab Lab
lsopropyl alcohol
= ilnterior Storage: DL ,-Exterior Storage: OL Open System Use_: OL Closed System Use: OL
Total Quantity: OL
Hazard Class: c::Pft\~,C3A
7
Chemical Name Amount O.S. Use C.S. Use Totally Quantity Location of Location of Use
Stored (storage+ Use) Storage
Dimethyl Sulfoxide
!interior Storage: OL Exterior Storage: OL
'!Total Quantity: OL
Open System Use: DL Closed System Use: OL
Company Name: Tyra Biosciences, Inc. Page 6 of 7
Company Address: 2656 State St., Carlsbad CA 92008 Area: Lab
FL-1B:
Interior Storage:
Exterior Storage:
Open System Use:
Closed System Use:
TOTAL
COR
Interior Storage:
Exterior Storage:
Open System Use:
Closed System Use:
TOTAL
Company Name:
Company Address:
2.SL
2.SL
Z.SL
4.85L
4.85L
4.BSL
Tyra Biosciences, Inc.
CHEMICAL CLASSIFICATION SUMMARY TOTALS
FL-3A
Interior Storage: O.ll
Exterior Storage:
Open System Use:
Closed System Use: O.ll
TOTAL 0.lL
TOX
Interior Storage: 8.6L
Exterior Storage:
Open System Use:
Closed System Use: 8.6L
TOTAL 8.6L
Page 7 of
2656 State St., Carlsbad CA92008 Area:
7
Lab
✓• EsG1I
DATE: 10-12-2020
JURISDICTION: Carlsbad
PLAN CHECK#.: CBC2020-0334.RC1
PROJECT ADDRESS: 2656 State Street
SET II
g;{PPLICANT
/ JURIS.
PROJECT NAME: Office Building 4,554 sqft TI and new attached 186 sqft building
cgJ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
cgJ EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
~ontacted:/0 /12 .. ./-w (by$f'\ ) Email:
~ Telephone Fax In Person
0 REMARKS:
By: Erich A. Kuchar, P.E. Enclosures:
EsGil
10-7-2020
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560--1468 ♦ Fax (858) 560-1576
DATE: 9-21-2020
JURISDICTION: Carlsbad
✓• EsG1I
A SAH'.buitt'Company
PLAN CHECK#.: CBC2020-0334
PROJECT ADDRESS: 2656 State Street
SET: I
□ APPLICANT
□ JURIS.
PROJECT NAME: Office Building 4,554 sqft TI and new attached 186 sqft building
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
1:8:J The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
D EsGil staff did not advise the applicant that the plan check has been completed.
1:8:J EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Greg Coleman Telephone#: 805-746-6516
Date contacted: (by: ) Email: greg@gcolemanarch.com
Mail Telephone Fax In Person
0 REMARKS:
By: Erich A. Kuchar, P.E. Enclosures:
EsGil
9-8-2020
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
·----·····----
PLAN REVIEW CORRECTION LIST
COMMERCIAL
PLAN CHECK#.: CBC2020-0334
OCCUPANCY: B
TYPE OF CONSTRUCTION: V-B
ALLOWABLE FLOOR AREA:
SPRINKLERS?: No
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 9-2-2020
DATE INITIAL PLAN REVIEW
COMPLETED: 9-21-2020
FOREWORD (PLEASE READ):
JURISDICTION: Carlsbad
USE: Offices
ACTUAL AREA: 4,554 sqft TI
186 sqft New
STORIES: 1
HEIGHT: 20'-0"
OCCUPANT LOAD:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 9-8-2020
PLAN REVIEWER: Erich A. Kuchar, P.E.
This plan review is limited to the technical requirements contained in the California version of
the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy conservation, noise attenuation and access for
the disabled. This plan review is based on regulations enforced by the Building Department.
You may have other corrections based on laws and ordinances enforced by the Planning
Department, Engineering Department, Fire Department or other departments. Clearance from
those departments may be required prior to the issuance of a building permit.
Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2018 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed. i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
\
GENERAL
1. Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all
remaining sets of plans and calculations/reports directly to the City of Carlsbad
Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
2. Plans may be submitted in electronic format, subject to the jurisdiction's
approval. If so, they must have restrictions removed from the security settings.
Electronic plans with restrictions to markups, printing, or stamping will not be
approved.
3. A reminder that due to Covid-19, the City will not permit counter corrections.
Please make sure all the items are satisfied; otherwise, another round of
corrections will be necessary.
PLANS
4. Provide completed Climate Action Plan (CAP) Consistency Checklist, city form B-
50, and show on title sheet of plans completed CAP template, city form B-55.
5. Specify on the plans the uses of all rooms or areas. Sec. 107 .2.
6. On the cover sheet of the plans, specify any items that will have a deferred
submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following
note on the plans, per Sec. 107.3.4.1: "Submittal documents for deferred
submittal items shall be submitted to the registered design professional in
responsible charge, who shall review them and forward them to the building
official with a notation indicating that the deferred submittal documents have
been reviewed and that they have been found to be in general conformance with
the design of the building. The deferred submittal items shall NOT be installed
until their design and submittal documents have been approved by the building
official."
Open web wood roof trusses.
STRUCTURAL
7. Provide truss details and truss calculations for this project.
8. Please provide evidence that the engineer-of-record (or architect) has reviewed
the truss calculation package prepared by others (i.e., a "review" stamp on the
truss calculations or a letter). Section 107.3.4.1.
9. Update detail 9/SD2 to show (3) #3 or (2) #4 ties with in the first 5" from the top
of the pedestal per ACI 318-14 Section 10.7.6.1.6.
ADDITIONAL
10. See below for Architectural and MEP comments.
11. To speed up the review process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
12. Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans. Have changes been
made to the plans not resulting from this correction list?
Please indicate: □ Yes □ No
13. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding
these plan review items, please contact Erich A. Kuchar, P.E. at Esgil. Thank
you.
ARCHITECTURAL, PLUMBING, AND MECHANICAL COMMENTS
PLAN REVIEWER: Steven Miller SET: I
ARCHITECTURAL
14. Provide a note on the plans indicating if any hazardous materials will be stored
and/or used within the building which exceed the quantities listed in IBC Tables
307.1 (1) and 307.1 (2). And Provide the County of San Diego form.
INTERIOR WALL AND CEILING FINISHES
15. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling
materials shall not exceed. the flame spread classifications in IBC Table 803.13."
EXITS
16. The plans shall designate the number of occupants to be accommodated on
every floor, and in all rooms and spaces. Section 107.2.3.
17. Note on the plans: "All egress doors shall be readily openable from the egress
side without the use of a key or special knowledge or effort." Section 1010.1.9.
In lieu of the above, in a Group B, F, Mor S occupancies (or places of religious
assembly or Group A occupancies having an occupant load of 300 or less), you
may note on the plans "Provide a sign on or near the exit door, reading THIS
DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This
signage is only allowed at the main exit. Section 1010.1.9.4.
18. Regardless of occupant load, a floor or landing not more than ½ inch below the
threshold is required on each side of an egress door. Section 1010.1.7.
EXIT SIGNS/ILLUMINATION
19. Exit signs are required whenever two exits are required. Show all required exit
sign locations. Section 1013.1.
20. A tactile sign stating "EXIT" and complying with ICC A 117 .1 shall be provided
adjacent to each door to an exit stairway, an exit passageway and the exit
discharge. Section 1013.4.
21. Show that the means of egress path will be lighted with at least one foot candle
at floor level. Section 1008.
22. Show separate sources of power may be required for exit illumination. Review
Section 1008.3.
GLASS AND GLAZING
23. Glazing in the following locations should be of safety glazing material in accordance
with Section 2406.4 (see exceptions): Please State on Window and Door Schdule.
a) Fixed and openable panels of door assemblies.
b) Fixed or operable panels adjacent to a door where the nearest vertical edge
of the glazing is within a 24-inch arc of either vertical edge of the door in a
closed position and where the bottom exposed edge of the glazing is less
than 60 inches above the walking surface.
c) Individual fixed or operable panels that meet all of the following conditions:
i) Exposed area of an individual pane is greater than 9 square feet,
and:
ii) Exposed bottom edge is less than 18 inches above the floor, and:
iii) Exposed top edge is greater than 36 inches above the floor, and:
iv) One or more walking surfaces are within 36 inches horizontally of the
plane of the glazing.
PLUMBING (2019 CALIFORNIA PLUMBING CODE)
24. Provide calculations to show compliance with CPC 422.0 and Table 422.1
"Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please
include the occupancy classification and the number of occupants. Note: If
additional bathroom fixtures are required, the handicap access requirements
must be maintained.
25. Please show the location of the required mop/service sink per CPC Table
422.1. Make sure to specify it within the fixture schedule.
MECHANICAL (2019 CALIFORNIA MECHANICAL CODE)
26. Page M2.1 please show the location of Key Note 6.
27. Please provide UL listing and or Manufactures Instillation instructions for all
Mechanical Equipment, Or state the Manufactures Name and Model number on
the plans especially for proposed future equipment that is shown as NIC on the
plans.
Note: If you have any questions regarding this Plumbing and Mechanical plan review
list please contact Steven Miller at (858) 560-1468. To speed the review process, note
on this list (or a copy) where the corrected items have been addressed on the plans.
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Erich A. Kuchar, P.E.
BUILDING ADDRESS: 2656 State Street
BUILDING OCCUPANCY: B
BULDING AREA Valuation
PORTION (Sq.Fl) ~ier
Tl 4554 49.93
New Bl.ildi~ 186 112.49
Air Conditioring
Fire Sprinklers
TOTAL VALUE
Jurisdiction Gode cb By Ordinance
I 1997 uec Building P<rmit Foe iJ
I .'."; ,;fli
I 1997 uec Plan Chock F ..
I J\i :-~i
Type ofRelliew: P-Complete Review
r RepetitiveFee -. I .,.-, Repeats
r Other
r Hoooy
EsGilFee
~
Reg.
Mod.
PLAN CHECK#.: CBC2020-0334
DATE: 9-21-2020
VALUE ($)
22738122
20923.14
248304.36
J ,
r Structural Only
f--------1] Hr. @ •
$750.761
Building valuation from city was incorrect showing $209,481.04. Correct valuation is shown above for Tl
of an office at $49.93 per sqft and $112.49 per sqft for new office Sheet 1 of 1
2656 State Street
2656 State Street
Carls bad, CA 92008
Structural Calculations -20151
Qualls Engineering
Structural Engineering Services
~re..:,-,-' ..... ·-V L:.....,
OCT -7 2020
OCT 1 b 2020
Greg Coleman -:it:,
G Coleman Architect
gcolemanarch.com (, e,
Phone: 805-7 46-6516
GBC2020-o?~
Qualls Engineering
Structural Engineering Services
GOVERNING CODE:
CONCRETE:
REINFORCING STEEL:
STRUCTURAL STEEL:
MASONRY:
SAWN LUMBER:
ENGINEERED WOOD
Project: 2656 State Street
Engineer: Jacob Farabaugh
DESIGN BASIS
2019CBC
f, = 2,500 psi (MINIMUM)
ASTM A615, F, = 60 ksi
ASTM A992, F, = 50 ksi ("W" SHAPES ONLY)
Sheet: _1:.,./..:;8 __ _
Job#: 20151
Date: 09/25/20
ASTM A36, F, = 36 ksi (STRUCTURAL PLATES, ANGLES, CHANNELS)
ASTM A500, GR C, F, = 50 ksi (STRUCTURAL RECT & SQ HSS TUBES)
f m = 2,000 psi (MIN !MUM)
DOUGLAS FIR LARCH, ALLOWABLE STRESS DESIGN PER 2019 CBC.
BOISE CASCADE OR EQUIVALENT
BC! WOOD "I' JOISTS -ICC-ESR 1336
BC VERSAI..AM 2.0E/L VL/LSL -ICC-ESR 1040
PROJECT SCOPE
Project consists of a proposed remodel of two approximately 2500 square foot commercial
buildings located at 2656 State Street, Carlsbad, CA 92008. The proposed residence is primarily
constructed utilizing wood frame construction with a new roof consisting of 2x metal plated
girder roof trusses with 2x framing between trusses and typical slab on grade with turned down
footings and existing CMU walls. There has not been a soils report provided for this project.
Therefore, the foundation design will be based on minimum soils values per 2019 CBC chapter
18.
______ ,. ___ _
Qualls Engineering
Structural Engineering Services
Correction 9;
Project: 2565 State Street
Engineer: Brian Qualls
Correction Responses
See revised detail 9 /SD2 for (3) #3 ties added to top of pedestal.
Sheet: _lb~--
Job #: 20151
Date:
Qualls Engineering
Structural Engineering Services
Design Loads:
Pitched Roof:
Dead Load ( DL )
Roofing
1 /2" Plywood
Truss Frnming
Insulation
I /2" Gyp. RJ.
Mcch./Elcc.
Misc.
I:DL=
J.L =
'i II
1.8
4.0
0.5
2.2
0.5
1.0
I ~ 0
2110 DL+LI.=,..! ____ _ 35.0
Walls:
Dead Load ( DL ):
Exrcrior StuJ W:dls
I ntcrior StuJ W,tlls
Vill -{)
Allowable Soils Bearing Pressure:
t\SBP = I 51KI
Seismic:
Sire Class: D
S,=1081
S,= Cl .WI
Occupancy
C:11cgc1ry
II
Wind Load: (Simplified Envelope Procedure)
r sf
psf
r sf
r sf
psf
psf
psf
psf
psf (RcJuciblc)
!rsf
psf
psf
Project: 1 676 S71iE O r f:-7'
Engineer: J 'F ___ ____c:;;...a__ _______ _
psf@ 18 inches bdnw lowest adjacent finishcJ grnJc
Sheet: 2
Job #: -,L-o-, 2-,-
Date: -----
i:. = 1.200
F, = -
s~,3 = 1 .21r
S,11 =
s,.,,, = 0.865
Sm= -
Response RcJumfancy pCs
lmportllncc Mod. Factor l'nctor S1)$/(R/l)
Factor, I ll p I I.IU·I)) r \!'-I > i
1.rn, ,,.'i I 3 0.173 0.124
Basic \'<~nd Speed: ,,:; mph
Exposure: I •
MWFRS
P = 0.6•>.•i-.:,,-1\.w >-= I 21
(],RFD): P = 16.0 psf K,, = 1 II
(ASD): P =I 9.6 !rsf l\10= 1\.2
C2m12201.:0111 ik Clad!!.ing
P = 0.6•>.•K./P,.111 Pnu~= 1 <, 2
(I.RFD): P = 19.6 psf
(,\SD): P=I 11.8 !rsf
Qualls Engineering
Structural Engineering Services Project:
Engineer:
Sheet: _ _,__ __
'c,,b~6 t;7filf c:JCfff Job#: tc>l~I
JF Date:
Vertical Design Levd: ~f_ov_f ____ _
DL = \') psf psf LL= ___ psf
Member: ~~-\ ------
~
t t
Member: _____ _
t t
I, ,, It 1
R1.= ____ _ lbs
RR=-----lbs
Member: _____ _
t t
It 1
R1.= ____ _ lbs
Rk = ____ _ lbs
W1~1vi)l IS-(lu)=-lq? p,,C
\X.'2=
P,=
P2=
Ymax =
Mma~ =
l,cq'd =
13 y ~ lbs
Y,Tlq ft-lbs
l I~ in•
W1=C ~) ( c;{6):. \7'-1 pl+:
w-P1; 7,;rl )(' '1'X'Z)( 1:,; ?v .,1-:.. 3 7 S1Ji
P2=
Vmax= ~ ,SIB lbs
Mmax = n 0 Li B ft-lbs 7 10 l ,cq'd = in•
w·-,-
W'2=
P1=
P2=
v ..... = lbs
Mnux = ft-lbs
l,cq"d = in◄
W,=
W2=
P1 =
P2=
Vm_. = lbs
Mn,.,= ft-lbs
lrc4'd = in•
Use: :2)1 /. qi V;L
Va11 = C31~
M.u= 13/?5~
I= --~ 50
Use: ~6x \~
V.u= 1q cx;,c:;
M.u = 7.,f!/t5U
I= ~'Z...
Use:
V.u=
M.u=
I=
Use:
Y,11=
M.u=
I =
lbs
ft-lbs
in4
lbs
ft-lbs
in4
lbs
ft-lbs
in4
lbs
ft-lbs
in4
Qualls Engineering
Structural Engineering Services Project: J(c66 ':-7"1lf ~i'.ef.,..
.2i::-
Sheet: '3 ----
Job#: ?.o!SJ
Date: Engineer: ---------
Lateral Design
Seismic V = C, W ::. . , 1., v\ vJ
W= Total Dead Load
Roof Diaphragm ~ ~fp) X 17 =
Exterior Walls'. \ 0. S/1., )( 'LcJD '/. S5 ..:
Interior Walls .' SD x 10/1 f 7 ·.
Base Shear V = C,W:: \ Cb, 150 x. l'UI --\1_ 1 Y 1q;it
Vpsf = S ,O p5-f
Wind Check
N -S = ( 4-b psf x
E -W = ( ~ -~ psf x
10 /2 + 2) + ,~ . o, 7 f5f-
10 /2 + 2) + 1S : 7_,7f~.f
'37,SO(.)
roo,1()c.J
\ I 75cJ
L \ () 01 1$ 0 lbs
-tr----..:=-=----==:===-:::......::=:.-:-:::===.·--
Qualls Engineering
Structural Engineering Services
Engineer: ___ ..:,,,,L...:..r ____ _
Sheet: _'i~j __
Job#: 1o1~ (
Date:
Shearwall Design Level: _(._Oo_F-____ _
Direction: 111-7 Vp,f (Unit Shear): ? psf
Gridline: _1-__ _ !.,/ lw = __________ __!,__ ft
A, (frib. Area)= .,._(1-_1);._('-7._,_>/_,1,_,_)_~ ______ ~::,__-163 ft2
l?I? ~ ~~ ~ =-7~0~~=-Y_5_~ __________ ~ lbs
~1. B Vp11(Unit Lateral Load)= _11_\_?_/_i,_I _~ _______ .:._=:._ plf
H:W Adjusanent (VplfX h /2w) = 3 i B ')( I Div "I-.. L//0 plf
Overturning Force _ OK by inspection
[,,,.=_ft Uplift= ~10x 10 -(Yn X,b)(\o-<1S')-;. 1 1v lbs
Gridline: __ L{.,;___ lw =
A, (frib. Area)= ....,.tl-"-S--').a:..( vf_,_Cf-'-'-/-=-1,~) _-:. ______ ---=....(i:..:::../3_ ft2
Fx (Lateral Load) = _;6::_1--'2:::.......:...:x ....:;.S_-:.. ________ ?:.....;U0:.....;:_.:=..3_ 1bs
Vp1r(Unit Lateral Load)= 1;;06 ?/B -=-'½3'3 plf
H:W Adjustment (Vp1rx h /2w) = ___________ plf
Overturning Force _ OK by inspection
L,.. = -ft Uplift = ~2~g,e_?,._X_I_0_:. _______ ., _8_~ _u_ lbs
Gridline: ____,b..._ __ lw = ________ \7_,___ ft
A, (f rib. Arca) = .J..( 1,..;....:J.\)...l..( ....:.:7:0.:.:...,(~'Z,c..,&.)....:.:'_-_______ ~_7_0_ ft2
F, (Lateral Load) = ____..2::....7__::::6 :.....;"....:S=--::. _______ ___:_.:18::....q-.:o:.___ lbs
V plf (Unit Lateral Load) = I f,CJ ()Ile --\ s B plf
H:W Adjusancnt (Vp1rx h/2w) = plf
Overturning Force _ OK by inspection
1..,,.. = __ ft Uplift = ---'-\ >.....;6:..:.X__::ID_-<'---------u6:..IJ9,c.:::O;__. lbs
Gridline: __ l \__ 1.., = _________ ,,__b __ ,s::;.__ ft
A, (Trib . Area) = ....,(_,'1...,_\).,_,.G_b---'B/--'1'-')'----______ 7_/ lf..;____ ft2
F, (Lateral Load) = _'?_l---'1.-\:...:.)(.:_S..::.--:. ________ 's--=--=S_.:.7...:0:::__ lbs
Vp11(U nit Lateral Load)= '?? 7o /JO · S -= ?, L.J () plf
H:W Adjustment (Vp1,x h/2w) = ___________ plf
Overturning Force _ OK by inspection
L.. = ft Uplift = _'3_t..!...;....=u:.....;xc.:.......:.l..c.t>_-:. _______ ~..::........:.Y_v_o_ 1bs
SWType: '2;E
V.u= <:>? 0 plf
HD Type: f/.Pv '-/
T,n = _____ lbs
S\XI Type: _~_L __
V,11 = 9>5 V plf
HD Type: 1/.0v'-/
T,u = _____ lbs
SWTypc: {;E
V,u= ?60
HD Type: 1../..ttJ,i"(
T,11= :S07~
SW Type: y f..
V,11= ~50
HD T ype: l-l()v4
plf
lbs
plf
T,u = _____ lbs
Qualls Engineering
Structural Engineering Services Project:
Engineer:
'2, 0~ c;T~7i r;:,Lff'<
~p-
Sheet: _S___._; __
Job#: 7-ot~/
Date:
(001: Shearwall Design Level: _______ _
Direction: N -$ Vpsf (Unit Shear): S psf
Grid.line: ,c. 11_
lw = -------------=--ft
A, (Trib. Area)= f'l:2) (6Sl1,) ::..
F, (Lateral Load)= ---"-I_O_G_3_x._.S'----_________ ;___
loG~ ft2
')~)> lbs
L.{~ 3 Vr1r(Unit Lateral Load)= _5_?_1)__,_~.....,/2,::;.._._--_________ ----'~ plf
H:W Adjustment CVr1rx h/2w) = ___________ _ plf
Overturning Force _ OK by inspection
u4 ~ )(1() -_ L,.. = __ ft Uplift=_-_, __________ ;__ __ L/ t,\ ?V lbs
ll Grid.line:____ lw = ___________ .:.i,.___ \? ft
A, (Trib. Arca)= re, ?11 \ ('1 \}:. 55 7 ft2
F, (Lateral Load) = _'3~?-'7-'-I~?_·--------=--_:::....-
V r1r (Unit Lateral Load) = _1_7_:f:3:....?;__I_J?-__ -:.. _____ ...:::....:.:.....=_
'l 7~'S lbs
'l,3c_ plf
H:W Adjustment (Vp1rx h/2w) = ___________ _ plf
Overturning Force _ OK by inspection
'1 2->Z O 1...,.. = __ ft Uplift = __,'.]-2_7..;;..C _Y_f "----------=-----lbs
Grid.line: \ 7 lw = ___._Y_+ -"'o_-f_l,/'--:.-------'--"--16 fr
sis A, (Trib. Arca) = _..;.(So,.:...:..:.v....::'l_:X::,;__?. ~' ):,_'_~ _______ ...:;_;::....:....._ fr2
F, (Lateral Load) = _c;....:;__;.1.J::....S::.....,;..;.x...,,;;S_-_-________ ....::;__
Vp1r(Unit Lateral Load)= __,J1,J :::........!olo1,"-'S:::..-:-/_/6-----=-_______ _
H:W Adjustment (Vp1rx h/2w) = \6 X I0/71 Y ::
1. 61. s lbs
l6 ~ plf
7. 0) plf
Overturning Force _ OK by inspection
L_,. = __ ft Uplift= __.7"-c-'-~X_l..c...O_:. ________ .;___ Mo lbs
Grid.line: ___ _ lw = ft
A, (Trib. Area) = fl2
F, (Lateral Load)= _______________ _ lbs
Vr1r(Unit Lateral Load) = _____________ _ plf
H:W Adjustment (Vp1rx h/2w) = ___________ _ plf
Overturning Force _ OK by inspection
L,.. = __ ft Uplift= ______________ _ lbs
SW T ype: ~ .£
V,u= 5So
HD Type: H:'PvL-/
plf
T.u = _____ lbs
S\Xt Type: b E
V.11 = '?CO plf
HD Type: /..J.t),., 7...
T.u = '3 o75 lbs
SW Type: _b_£ __
Vall = ,z, c) plf
HD Type: fft?vc..
T.n = '.3o75 lbs
S\X1 Type:
v.u = plf
HD Type:
T.n= lbs
Qualls Engineering
Structural Engineering Services Project: 1,,,65,6 S74-TE 9lEfT
Sheet: ..... O,.._._I __
Job#: '7017/
Date: Engineer: ..:;-
Shearwall Design Level: _E:_-_w ____ _
Direction: f -vJ Vp,f (Unit Shear): ____;S;.___ psf
Gridline: _ _.()'----_ lw = 8 1
-t f 6 1 -t 7S 1 + /1,)
1
:.
A, (f rib. Area) = ( ZV'l-) (\\'-I ) =
Fx (Lateral Load)=• fl_? l-\ 'f..) i b,S/'1. -::::.
V plf (Unit Lateral Load) = 1-f 'J 70/ Y ~ --
Y3 ft
\1.54 ft2
1_ o,) 7f3 lbs
Y 7 Y plf
H:W Adjustment (Vp11 x h/2w) = ___________ plf
Overturning Force _ OK by inspection
i_,. = 2.:L ft Uplift= '17'.M ID -( 7S1i {,e, )L 1ox 1s '): L-/ Yo 3 lbs
Gridline: \? lw = YI-q ~ ~.►-, '\ ) ft
A, (frib. Area) = ( s1i + \0 J ('U) --'1AY
F. (Lateral Load)= 'LAL\ X ')x '•)/1,,-:_ L-\7, e lbs
ft2
Vpl((Unit L11.teral Load)= _4.:.,..J_7-=6'-'-/---'-/c....;./ ,>~--_____ t,j_;__I S=---plf
H:W Adjustment (Vp1rx h/2w) = '-\I'?')( ~I'll~& --')~I plf
Overturning Force _ OK by inspection
L,..=_ft Uplift = y 1S.tO\-(t,s,,7)(.G)(14tvrS+-qxtS)-::'1;,\..\'-l"I lbs
Grid.line: ___ _ 1,.. = ____________ fr
A (frib. Arca) = ________________ fc2
F, (Lateral Load)= _______________ lbs
Vp1r(Unit Lateral Load)= _____________ plf
H:W Adjustment (Vp1rx h /2w) = ___________ plf
Overturning Force _ OK hr inspection
L,,. = __ ft Uplift= ______________ lbs
Gridline: ____ lw = ____________ fr
r\, (Trib. Area) = ________________ ft'
F, (Lateral Load)= _______________ lbs
Vp1;(Unit Lateral Load)= _____________ plf
H:W Adjustment (Vp1;x b/2w) = ___________ plf
Overturning Force _ OK by inspection
L_,. = __ ft Uplift = ______________ lbs
SWType: 3,;
V.u = 2$" 0
HD Type: HC>..JY
plf
T.11 = _____ lbs
SWTypc: "2;£
':>'?u V.u = _____ plf
HD Type: HPv L..)
Tau= _____ lbs
S\X/ Type:
V.u= plf
HD T ype:
T ,11 = lbs
S\'\1 Type:
V.11 = plf
HD Type:
T~u = lbs
Qualls Engineering
Structural Engineering Services
our 0 F-fl /2 iVf..,
Lu4 tJ (V w J.-l L
v,
I I I
I
I
I ,
I
I
tlr-7
Sheer: 7
Projecr: 1..&'?b sr-tTf ~T~Pe r Job #: 10):>I
Engineer: __ __,.i....i_ __ _
fp --(t)(\&0)( \ )(SB )
f p :-1.,,,0 prf
Date:
✓' t. v5S 5f ,1c !./tJ{.,
'-01-=--fr ('611 )
W,--)6 B ? ~
(<.r --l~~ x ,e)_i;/t
{1-;_ 640#-
4:x::tA-i lo,t D oN TfJ.h
Pyit-11 Cl1ot.D
\Jx-;.. C/)Scq/-
---
Qualls Engineering Sheet: 8
Structural Engineering Services Project: 2656 State Street Job#: 20151
Engineer: Jacob Farabaugh Date:
FOUNDATION DESIGN
Use: inch wide x Allowable Soils Bearing Capacity
Foundation design
1,500 psf
b = 12
d= 16
12
16
2#4
inch deep footing with
top and bottom
Allowable Max Line Load
W max = b X ASBP
Allowable Max Point Load
P max = b X 2d X ASBP
Spread Footing Design
= 1,500 plf
= 4,000 lbs
2 Pmax = b X ASBP
F2= 2 foot square footing with 3 # 4 each way @ btrn
Pmax = 6,000 lbs
F2.5 = 2.5 foot square footing with 3 # 4 each way @ btrn
Pmax = 9,375 lbs
F3 = 3 foot square footing with 4 # 4 each way @ btrn
Pmax = 13,500 lbs
F3.5 = 3.5 foot square footing with 4 # 4 each way @ btm
Pmax = 18,375 lbs
F4= 4 foot square footing with 5 # 4 each way @ btrn
Pmax = 24,000 lbs
FS = 5 foot square footing with 6 # 4 each way @ btrn
p max = 37,500 lbs
Max Point Loads:
RxnRH-1 =4,518# ------------
Typ. Truss = (18/2)(25/2)(15+20) = 3,938 #
F2
(E) Single Story Footing
•
Hazardous Materials Questionnaire
County of San Diego, Department of Environmental Health
PO Box 129261, San Diego, CA 92112-9261
Record ID #: Not in System
Plan Check #: DEH2020-HHMBP-009237
(858) 505-6700 (800) 253-9933 www.sdcdeh.org
Business Name Business Contact Telephone# Plan File#
Tyra Biosciences Curtis Clave 7606834631
Project Address City I State Zip Code APN#
2656 State St Carlsbad CA 920081626 203-101-19-00
Applicant Applicant E-Mail Applicant Telephone #
Curtis Clave 7606834631
The following questions represent the facility's activities, NOT the specific project description.
PART I· EIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.)
Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must
contact the Fire Protection Agency with jurisdiction prior to plan submittal.
Occupancy Rating: Facility's Square Footage (including proposed project): 4934
D Explosive or Blasting Agents D Organic Peroxides D Water Reactives @ Corrosives
00 Compressed Gases 00 Oxidizers D Cryogenics D Other Health Hazard! ')
@ Flammable/Combustible Liquids D Pyrophorics D Highly Toxic or Toxic Materials D None of These
D Flammable Solids D Unstable Reactives D Radioactives
D
PART U· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH • HAZARDOUS MATERIALS DIVISION (HMDI: If the answer to any of the questions is
yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858)
505-6700 prior to issuance of a building permit. FEES ARE REQUIRED.
Project Completion Date: 4/1/2021
1.
2.
3.
4.
5.
6.
7.
8.
YES NO
00 D
00 D
D
00
D
D
D
Is your business listed on the reverse side of this form? (check all that apply).
Will your business dispose of Hazardous Substances or Medical Waste in any amount?
Will your business store or handle Hazardous Substances in quantities equal to or greater than
55 gallons, 500 pounds, or 200 cubic feet?
Will your business handle carcinogens or reproductive toxins in any quantity?
Will your business use an existing, or install an underground storage tank?
Will your business store or handle Regulated Substances (CalARP)?
D
Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)?
00 Will your business store petroleum in tanks or containers at your facility with a total storage capacity
equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act).
D
D
D
CalARP Exempt
CalARP Required
CalARP Complete
Review Date:
PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDI: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant
must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to
the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at
least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at
10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information.
1.
2.
3.
4.
YES NO
00 D
00 D
D 00
D 00
Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.)
Has a survey been performed to determine the presence of asbestos containing materials?
Will the project involve handling or disturbance of any asbestos containing materials?
5. D 00
Will the project involve the removal of any load supporting structural member?
Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD
factsheet at http://www.sdapcd.org/info/facts/permits.pdf
(ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)?
Search the California School Directory at http://www.cde.ca.gov/relsd/ for public and private schools or contact the appropriate school district. 6. D
Briefly describe business activities:
BSL2 lab space conducting r&d of biology. There is no chemistry done at the
space.
Briefly describe proposed project:
Adding a new roof, exterior and Interior walls. New restrooms and all other
infrastructure Is being upgraded.
I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. liil: Fees Acknowledged: 00
Curtis Clave 10/23/2020
Name of Owner or Authorized Agent Date
FOR OFFICIAL USE ONLY
FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:
BY: DATE: ___________ _
EXEMPT OR NO FURTHER INFORMATION
REQUIRED
RELEASED FOR BUILDING PERMIT BUT NOT FOR
OCCUPANCY
RELEASED FOR OCCUPANCY
COUNTY-HMO" APCD COUNTY-HMO APCD COUNTY-HMO APCD
o~ CON'f,9 ',)"'-" o<' v 0
cf F!EVtEWED B'I' ~ ct. ;..
a:: A. Lazo Flores ~ -4 ~
~~i,'<OFS,WO
c.,O ~CB
RE\/tF.'M:0 SY
S. Khalid
11/4/2020 • <'lo o,o
v1,,,. ""«; f'oF sP..\'\
10/27/2020
"A stamp in this box J2111x exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply.
DEH HMO Plan Check Questionnaire v1.2 (10/2015)
Printed on:1111012020@1:24 PM
ENCINA WASTEWATER AUTHORITY
INDUSTRIAL WASTEWATER DISCHARGE PERMIT
SCREENING SURVEY
6200 Avenida Encinas, Carlsbad, CA 92011
Phone: 760-438-3941 Fax: 760-476-9852
SourceControl@encinajpa.com
SEP 1, 2020
Date: ____ ~-
Tyra Biosciences, Inc. Business Name: ___________________ _
Street Address: ___ .,..... _______________ _
E .1 Add tharris@tyra.bio maI ress: ____________________ _
PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) □
Check all below that are present at your facility:
o Acid Cleaning
o Assembly
o Automotive Repair
o Battery Manufacturing
o Biofuel Manufacturing
){ Biotech Laboratory
o Bulk Chemical Storage
o CarWash
o Chemical Manufacturing
o Chemical Purification
o Dental Offices
• Dental Schools
• Dental Clinics
o Dry Cleaning
o Electrical Component
Manufacturing
o Fertilizer Manufacturing
o Film/X-ray Processing
o Food Processing
o Glass Manufacturing
o Industrial Laundry
o Ink Manufacturing
o Laboratory
o Machining/Milling
o Membrane manufacturing
(i.e. water filter membranes)
o Metal Casting/Forming
o Metal Fabrication
o Metal Finishing
• Electroplating
• Electroless Plating
• Anodizing
• Coating (i.e. phosphating)
• Chemical Etching/Milling
• Printed Circuit Board
Manufacturing
o Metal Powders Forming
o Nutritional Supplement/Vitamin
Manufacturing
o Painting/Finishing
o Paint Manufacturing
o Personal Care Products
Manufacturing
o Pesticide Manufacturing/ Packaging
o Pharmaceutical Manufacturing
(including precursors)
o Porcelain Enameling
o Power Generation
o Print Shop
){ Research and Development
o Rubber Manufacturing
o Semiconductor Manufacturing
o Soap/Detergent Manufacturing
o Waste Treatment/Storage
March 2021
New Business? YesO No~ SIC Code(s) if known:______ Date operation began/will begin: ______ _
Tenant Improvement? Yes~NU If yes, briefly describe improvement: _________________ _
Refurbished office space with a supporting / ancillary research lab.
Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __________ _
Glassware cleaining
Estimated volume of industrial wastewater to be discharged (gal/ day): _S_g_a_ll_d_a_y ______________ _
List hazardous wastes generated (type/volume):_N_o_n_e_. ________________________ _
Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesO Date: ____ No~
Pagel of 2
ENCINA WASTEWATER AUTHORITY
INDUSTRIAL WASTEWATER DISCHARGE PERMIT
SCREENING SURVEY
6200 Avenida Encinas, Carlsbad, CA 92011
Phone: 760-438-3941 Fax: 760-476-9852
SourceControl@encinajpa.com
The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater
discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater
(i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to
negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions
should be referred to EWA Source Control staff.
o Automobile Detailers o Hotels/Motels (no laundry)
o Barber/Beauty Shops o Laundromats
o Business/Sales Offices o Libraries
o Cleaning Services o Medical Offices (no x-ray developing)
o Carpet/Upholstery o Mortuaries
o Childcare Facilities o Museums
o Churches o Nail Salons
o Community Centers o Nursing Homes
o Consulting Services o Office Buildings (no process flow)
o Contractors o Optical Services
o Counseling Services o Pest Control Services (no pesticide repackaging for sale)
o Educational Services (no auto repair/film developing) o Pet Boarding/Grooming Facilities
o Financial Institutions/Services o Postal Services (no car wash/auto repair)
o Fitness Centers o Public Storage Facilities
o Gas Stations (no car wash/auto repair) o Restaurants/Bars
o Grocery Stores (no film developing) o Retail/Wholesale Stores (no auto repair/film developing)
o Residential based Businesses o Theaters (Movie/Live)
CERTIFICATION STATEMENT
I certify that the infarmation above is true and correct to the best of my knowledge.
Signature: )n/f {J~
I
Todd J. Harris Print Name: ___________ _ Sep 1, 2020 DATE: _____ _
Todd J. Harris Facility Contact: ___________ _ CEO Title: ______________ _
ENCINA WASTEWATER AUTHORITY
6200 AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852
SourceControl@encinajpa.com
Page 2 of 2
( City of
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance
requirements apply to their projects. The completed checklist must be included in the building permit application. It may be
necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate
full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach
to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as
specified by the ordinances.
NOTE: The following type of permits are not required to fill out this form
❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool
.,. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
an explanation must be provided to the satisfaction of the Building Official.
.,. Details on CAP ordinance requirements are available on the city's website .
.,. A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be
completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and
download the latest form.
Project Name/Building
Permit No.:
Property Address/APN:
Applicant Name/Co.:
Applicant Address:
Contact Phone:
Appllcatlon Information
____________ BP No.: CJtC...2D20-t)'3o4
2-oJ -Jo / -11-00
? o.[-7'-ltL -IR f i b
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
Contact Phone:
Contact Email:
Applicant Signature: ___ f_'.YJ._u-,-+-~---------Date: ----'-1_,_/-=--1 _/_Zo_Zo_ I
B-50 Page 1 of 6 Revised 08/19
City of Carlsbad Climate Action Plan Consistency Checklist
Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project.
For alterations and additions to existing buildings, attach Building Permit Valuation worksheet.
Building Permit Valuation (BPV) from worksheet:$ '2 / 3 , crt/ b
j Construction Type I Complete Section(s) I Notes:
D Residential
□ New construction
□ Additions and alterations:
□ BPV < $60,000
□ BPV ~ $60,000
□ Electrical service panel upgrade only
□ BPV ~ $200,000
@ Nonresidential
□ New construction
~ Alterations:
E BPV ~ $200,000 or additions ~ 1,000
square feet
□ BPV ~ $1,000,000
□ ~ 2,000 sq. ft. new roof addition
Checklist Item
A high-rise residential building is 4 or more stories, including a
Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor
area is residential use
2A, 3A, 1B, 2B,
4A 3B,4A
NIA NIA All residential additions and alterations
1A,4A 4A 1-2 family dwellings and townhouses with attached garages
only
*Multi-family dwellings only where interior finishes are removed
1A, 4A* 1B, 4A* and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
1 B, 2B, 3B, 4B and 5
1B, 5
1B, 2B, 5 Building alterations of~ 75% existing gross floor area
2B, 5 1 B also applies if BPV ~ $200,000
CAP Ordinance Compllance
Check the appropriate boxes, explain all not applicable and exception ttems, and provide supporting calculations and documentation as necessary.
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the Galifomia Green Building Standards Code (CAL Green) for
more information when completing this section.
A D Residential addition or alteration ~ $60,000 building permit valuation.
See CMC section 18.30.190.
Year Built Single.family Requirements
□ Before 1978 Select one:
□ Duct sealing □ Attic insulation □Cool roof
□ 1978 and later Select one:
□ Lighting package □ Water heating Package
□ Between 1978 and 1991
□ 1992 and later
□ NIA _________ _
□ Exception: Home energy score~ 7
(attach certification)
Multi.family Requirements
□ Attic insulation
Select one:
□ Duct sealinq □ Attic insulation □Cool roof
Select one:
□ Lighting package □ Water heating package
B. ~ Nonresidential* new construction or alterations ~ $200,000 building permit valuation,
or additions~ 1,000 square feet □ NIA
Updated 8/15/2019 2
City of Carlsbad Climate Action Plan Consistency Checklist
See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2 -Energy Efficiency.
A5.203.1.1 Choose one: l{ 1 Outdoor lighting □ .2 Warehouse dock seal doors
□ .3 Restaurant service water heating (comply with Cal~omia Energy Code section 140.5, as amended) D N/A ----------□ .4 Daylight design PAFs □ .5 Exhaust air heat recovery
A5.203.1.2.1
Choose one as applicable: □ .95 Energy budget Ji.90 Energy budget □ N/A
A5.211.1 ..
□ On-site renewable energy □ N/A
A5.211.3 ..
D Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A
A5.212.1
□ Elevators and escalators
A5.213.1
s N/A no+ M_ t~e. t.11st1,-,1 ,/If' r r Of Q.Je'A. .5 (_ c(i!-
IXSteel framing □ N/A
• lndudes hotels/motels and high-rise residential buildings
.. For alterations 2: $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply
wrth CMG 18.30.130 instead.
2. Photovoltaic Systems
A. D Residential new construction (for low-rise residential building pennit applications submitted after 1/1/20). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic
requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B)
(high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected.
Floor Plan ID (use additional CFA #d.u. Calculated kWdc•
sheets if necessary)
Total System Size:
kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.)
•Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
Exception
□
□
□
□
kWdc
B. D Nonresidential new construction or alterations i!:$1,000,000 BPV and affecting i!:75% existing floor area, or addition that increases roof
area by i!:2,000 square feet Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to
high-rise residential and hotel/motel buildings.
Choose one of the following methods:
0 Gross Floor Area (GFA) Method
GFA:
0 If< 10,000s.f. Enter: 5 kWdc
Min. System Size:
0 If:?: 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ••
__ kWdc
**Round building size factor to nearest tenth, and round system size to nearest whole number.
0 Time-Dependent Valuation Method
Updated 8/15/2019 3
City of Carlsbad Climate Action Plan Consistency Checklist
Annual TDV Energy use:*"* ______ x .80= Min. system size: _____ kWdc
***Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A. D Residential and hotel/motel new construction
Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section.
D For systems serving individual dwelling units choose one:
D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
D Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise
residential hotel/motel) or CA Energy Code section 150.1 ( c) 14 (low-rise residential)
D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher
D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
0 Exception:
D For systems serving multiple dwelling units, install a central water-heating system with all of the following:
D Gas or propane water heating system
D Recirculation system per CMC 18.30.150(B) (high-rise residential, hotel/motel) or CMC 18.30.170(B) (low-
rise residential)
D Solar water heating system that is either:
D .20 solar savings fraction
D .15 solar savings fraction, plus drain water heat recovery
□Exception:
B. D Nonresidential new construction
Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section.
O Water heating system derives at least 40% of its energy from one of the following (attach documentation):
D Solar-thermal D Photovoltaics D Recovered energy
□Water heating system is (choose one):
D Heat pump water heater
D Electric resistance water heater(s)
□Solar water heating system with .40 solar savings fraction
0 Exception:
Updated 8/15/2019 4
City of Carlsbad Climate Action Plan Consistency Checklist
4. Electric Vehicle Charging
A D Residential New construction and major alterations*
Please refer to Carlsbad Ordinance CMC section 18.21.140 when com
One and two-family residential dwelling or townhouse with attached garage:
Done EVSE Ready parking space required D Exception:
□Multi-family residential· D Exception·
Total Parking Spaces EVSESpaces
Proposed Capable I Ready
I
Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number)
EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number)
EVSE other= Total EVSE spaces -EVSE Installed
(EVSE other may be "Capable," "Ready" or "Installed.")
Installed I Total
I
*Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building perm~ valuation;:: $60,000
or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit
valuation ;:: $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing
systems are proposed.
B. D Nonresidential new construction (includes hotels/motels) D Exception :
Total Parking Spaces EVSE Spaces
Proposed Capable I Ready I Installed I Total
10 2 I 5 I 1 I 8
Calculation: Refer to the table below:
Total Number of Parking Spaces provided Number of required EV Spaces Number of reouired EVSE Installed Spaces
0-9 1 1
10-25 2 1
26-50 4 2
51-75 6 3
□ 76-100 9 5
101-150 12 6
n 151-200 17 9
201 and over 10 percent of total 50 oercent of Required EV Spaces
Updated 8/15/2019 5
City of Carlsbad Climate Action Plan Consistency Checklist
5. gJ Transportation Demand Management (TDM): Nonresidential ONLY
An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT.
City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your
permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
EmpADTI
1000 s.f.1
Office (all)2 20
Restaurant 11
Retai'3 8
Industrial 4
Manufacturing 4
Warehousin 4
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 1ClhEdition
13
11
4.5
3.5
3
1
2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to
calculate employee ADT
3 Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
Sample calculations:
Office: 20,450 sf
1. 20,450 sf/ 1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
1. First 1,000 sf = 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo 88 ADT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should
my permit require a TOM plan and7frsland th n approved TOM plan is a condition of permit issuance.
Applicant Signature: ___ r---'-f-:-i'--'.-:;..-"<.::=---------Date: j ! t J 'Zo Z,o , I
Person other than Applicant to be contacted for TOM compliance (if applicable):
Name (Printed): __________________ _ Phone Number: ------
Email Address: ___________________ _
Updated 8/15/201 9 6
Building Permit Finaled
Revision Permit
Print Date: 08/03/2021
Job Address: 2656 STATE ST, CARLSBAD, CA 92008-1626
(city of
Carlsbad
Permit No: PREV2021-0030
Status: Closed -Finaled
Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision
Parcel#: 2031011900 Track#:
Valuation: $209,481.04 Lot#:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#: CBC2020-0334
Plan Check#:
Description: SMITH: REVISION STRUCTURAL DETAILS AND MEP LAYOUTS
FEE
BUILDING PLAN CHECK REVISION ADMIN FEE
FIRE Plan Review Per Hour -Office Hours
MANUAL BLDG PLAN CHECK FEE
Property Owner:
SMITH EDMUND AND EDITH FAMILY
3271 WESTWOOD DR
CARLSBAD, CA 92008
Total Fees: $567.13 Total Payments To Date: $567.13
Building Division
Applied: 02/24/2021
Issued: 03/17/2021
Fina led Close Out: 08/03/2021
Inspector: TAlva
Final Inspection:
CoApplicant:
CLTVT
PO BOX 4118
CARLSBAD, CA 92018
(760) 400-9994
Balance Due:
AMOUNT
$35.00
$204.00
$328.13
$0.00
Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
{cicyof
Carlsbad
PftVX~ -()()36 PLAN CHECK REVISION OR Development services
DEFERRED SUBMITTAL
APPLICATION
B-15
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
0 . . 1 Pl Ch k N b CBC2020-0334 Plan Rev·,s,·on Number #6 typ. (#2 on S sheets) rigma an ec um er ________ _
Project Address 2656 State Street
G I S f . . f The flat roof at the rear of the north building was raised up 3 feet. enera cope o Rev1s1on/De erred Submittal: __________________ _
The associated structural details were updated and the MEP layouts were adjusted.
CONTACT INFORMATION:
805-7 46-6516 Name Greg Coleman Phone Fax --------~--------
Address 3594 Herman Ave City San Diego zip 92104
Email Address greg@gcolemanarch.com
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1 . Elements revised: [j) Plans D Calculations D Soils D Energy D Other
2. 3.
Describe revisions in detail list page(s) where each
revision is shown
Roof framing was moved up 3' to make room for mechanical ducting A2.3, A4.1
Structural framing and associated details relating to adjusted roof have been updated S2.0, S3.0, SD1, SD2
See attached narrative of changes from the electrical engineer E3.1, E3.2, E3.3, E4.2
See attached narrative of changes from the mechanical and plumbing engineer M0.2, M0.4, M2.1, M2.2, M3.1, M3.2
See attached narrative of changes from the mechanical and plumbing engineer P2.1, P2.3
4. Does this revision, in any way, alter the exterior of the project? Iii Yes 0 No
5. Does this revision add ANY new floor area(s)? D Yes □ No
6. Does this revision affect any fire related issues? D Yes Iii No
7. Is this a complete sefl/1 Jr Yes D No
A!'.$'Signature ~ ~ Date _2_12_2_/_2_1~~~-
1635 Faraday Avenue, Carlsbad. CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov
DATE: 3-11-2021
JURISDICTION: Carlsbad
✓• EsG1I
A S.".Ff::'huilfCornpany
PLAN CHECK#.: CBC2020-0334 (PREV2021-0030)
PROJECT ADDRESS: 2656 State Street
□ APPLICANT
□ JURIS.
SET: I
PROJECT NAME: Revision # 1-Roof Raised and MEP Updates
['gJ The plans transmitted herewith have been corrected where necessary and substantially
comply with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed
check list and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at
EsGil until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the
applicant contact person.
D The applicant's copy of the check list has been sent to:
IZ[ EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted:
Date contacted:
Mail Telephone
(by:
Telephone#:
) Email:
Fax In Person
['gj REMARKS: Office Building 4,554 sqft TI and new attached 186 sqft building
By: Erich A. Kuchar, P.E. Enclosures: Approved Set
EsGil
2-25-2021
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
0334 (PREV2021-0030)
PLAN CHECK#.: CBC2020-
PREPARED BY: Erich A. Kuchar, P.E.
BUILDING ADDRESS: 2656 State Street
BUILDING OCCUPANCY: B
BUILDING AREA Valuation
PORTION ( Sq. Ft.) Multiplier
Revision #1
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb
----------------
1997 UBC Building Permit Fee
1997 UBC Plan Check Fee
Type of Review: □
0 Repetitive Fee · ·-;; ! Repeats
• Based on hourly rate
By Ordinance
' Yi
...
Complete Review
D Other
0 Hourly
EsGil Fee
DATE: 3-11-2021
Reg. VALUE ($)
Mod.
3Jg. 13
D Structural Only
1--___ 2_.-151 Hrs.@•
$105.00_ $262.501
Sheet 1 of 1