HomeMy WebLinkAbout1736 CEREUS CT; ; CB981580; Permit08/1 1/98' '08
Page 1 .of
Job flddress
Permit Type'
' B II I L D
42 -
1 " - • ' '
1736 CEREUS CT.'
; RES I DENTAL flOD/flLT
ING R N
Suite:
Permit
Project
No
No
C6981 580
R98021.00
Parcel Nos 215-502-23-00 . •
. U.a.Hiat ions- ' 47,040 , .
Occupancy Group- : . Reference^
Description: 480 SF SINGLE STORY. fiDDITION
D e y e 1 o p rn e n t N o
C d n s t r u c t i o n T y p e
Status
flpr/Issue.s
Entered By a
UN.
ISSUED
05/21/98
08/1.1/98
Rllf-1
•flppl/Owrir
•Fees*
fi d j u s t trie n t s "
.Tota 1 Fees s
MONACO, JOE-'
1736 CEREUS CT
CflRLSBfiD Cfl •-. 92009
u i red * * * <
725/00, .;oo •
725,00.
descr i pt i on
760 438-0450
9914Fees- Co 1 leetea i
. Total. Credits:
Total Paymentss
Ba Lance Dues •
Units _ ' Fee/Unit
, 0001 01 02
,00
254,00 '
471,00 .
Ext fee' Data
Building Permit .•.'-..-.
P 1 an Check -. ' - •, ' • -
Stronq Motion Fee ' ; .
.* BUILDING TOTflL . -_-, / •
Enter "Y" for P1 urnb'ing Issue-..Fee' ' >
Each .P 1 umb i ng Fixture or Trap " ;• >
Each In.sta 1 1/Repa i r .Water L i ire :-' >
• Enter "Y" for Electric Issue Fee .'>
Enter "Y" for Remodel - >
E n t e r '' Y ' f o r fie c h a n i 6 a 1. J. s s u e Fee >
Each Insta'l 1 Fireplace ' ' ," >.
7,00
7 ,00
1590,00
254,00 •
5 . 0 0
649,00
20,00 Y
7, 00
7,00
10,00 Y
10,00 Y
15 ,00' Y
6 , 50
FINAL APPRO
INSR;DATE
/ ^
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (6i9) 438-1161
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760)438-1161
1, PROJECT INFORMATION
FOR OFFICE USE ONLY
PLAN CHECK NO. ^f. A/5 W
EST. VAL. Hi
Plan Ck. Deposit
Validated By
Da"
Business Name (at this addrJsl^9 #5/2!/?S 0001 Oi 02
l^W . C-PRMT 254-00
Address (include Bldg/Suite #)
Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units
Assessor's Parcel #Existing Use Proposed Use
Description of Work
fa50/^ PrOO
2. CONTACT PERSON {if different from applicant)
SQ. FT.#of Stories # of Bedrooms
ADD. ••
# of Bathrooms
Name Address
3. APPLICANT O Contractor Q Agent for Contractor
J0E ^vXofvlikc^ l~73o
City
JS" Owner d Agent for Owner
State/Zip Telephone #Fax #
Name
4. PROPERTY OWNER
Address City State/Zip Telephone
Name Address City State/Zip Telephone #
5. CONTRACTOR - COMPANY NAME
(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 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 is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
Name
State License #
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name . Address City State/Zip Telephone
State License # '
6. WORKERS'COMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
l~l I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
n I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
f~) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE DATE
7, OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License 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 owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
^3 I, 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).
l~l I am exempt under Section Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. l~l YES ffiNO
2. l(fiav§y have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / 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
number / 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 number / type
of work):
PROPERTY OWNER SIGNATURE
COMPLETE THIS SECTION FOR NO&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, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? C] YES Q NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES O NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O YES O NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
8, CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME S&• Cgg.. Pfl^gUNcC<S-ft LENDER'S ADDRESS (/14 \Ji^ Qe. L-«*. VoJU-g., ^K- lO"2- . 3o W<»^ Egflei./^
9. APPUClPfelRlFlCATlON C\TLa*1f
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 all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of triis Code shall expire by limitation and become null and void if the building or
work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE
WHITE: File YELLOW: Applicant PINK: Finance
City of Carlsbad Bldg Inspection Request
For: 1/12/2000
Permit# CB981580
Title: 480 SF SINGLE STORY ADDITION
Description:
Inspector Assignment: PY
1736 CEREUSCT
Lot
Type: RAD Sub Type:
Job Address:
Suite:
Location:
APPLICANT MONACO, JOE
Owner: MONACO JOSEPH&NANCY S
Remarks: AFTER 1PM PLEASE
Phone: 7604380450
Inspector:
Total Time:Requested By: JOE MONOCO
Entered By: CHRISTINE
CD
19
29
39
49
Description
Final Structural
Final Plumbing
Final Electrical
Final Mechanical
Act Comments
ffifll \\
Associated PCRs
Inspection History
Date Description Act Insp
1/27/1999 14 Frame/Steel/Bolting/Welding WC PY
1/27/1999 17 Interior Lath/Drywall AP PY
1/11/1999 14 Frame/Steel/Bolting/Welding AP PY
10/20/1998 17 Interior Lath/Drywall AP PY
10/16/1998 23 Gas/Test/Repairs AP PS
10/14/1998 14 Frame/Steel/Bolting/Welding AP PY
10/14/1998 16 Insulation AP PY
10/14/1998 34 Rough Electric AP PY
10/7/1998 14 Frame/Steel/Bolting/Welding PA PY
10/7/1998 18 Exterior Lath/Drywall AP PY
10/7/1998 34 Rough Electric AP PY
10/7/1998 44 Rough/Ducts/Dampers AP PY
9/21/1998 83 Roof Sheathing/Ext Shear AP PY
9/21/1998 84 Rough Combo WC PY
8/21/1998 11 Ftg/Foundation/Piers AP PY
8/21/1998 12 Steel/Bond Beam AP PY
Comments
BEDROOM & HALLWAY
APPROVED GAS INSTALLED
NEED APPROVED GAS VALVES
NEED APPROVED GAS VALVES
ADD COLLAR TIES
EsGil Corporation
APPLICANT
"JURIST
'REVIEWER
a FILE
In Partnership with government for ^Building Safety
DATE: 8/6/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-1580 SET: III
PROJECT ADDRESS: 1736 Cereus Ct.
PROJECT NAME: Monaco Room Addition
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially .comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
I I The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mr. Monaco In person plan review
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
REMARKS:
By: Mike Puckett
Esgil Corporation
D GA D CM Q EJ
-Enclosures:
D PC log trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (619)560-1468 + Fax (619) 560-1576
EsGil Corporation
In Partnership u>itfi government for 'Bultding Safety
DATE: 8/3/98
JURISDICTION: Carlsbad
Q FILE
PLAN CHECK NO.: 98-158O SET: II
PROJECT ADDRESS: 1736 Cereus Ct.
PROJECT NAME: Monaco Room Addition
] The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
I | The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Mary Wilkinson
Fax# 619-584-7775
Esgil Corporation staff did not advise the applicant, except by FAX, that the plan check has
been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
D GA D CM D EJ D PC 7/21/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (619)560-1468 4 Fax (619) 560-1576
Carlsbad 98-158O
8/3/98
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 1736 Cereus Ct.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 7/21/98
REVIEWED BY: Mike Puckett
PLAN CHECK NO.: 98-158O
DATE REVIEW COMPLETED:
8/3/98
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and disabled access. 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
or other departments.
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. 106.4.3,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
To facilitate rechecking, please identify, next to each item^ the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the revised
plans.
Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list. If there are other changes, please briefly describe them and where
they are located on the plans. Have changes been made not resulting from this list?
Yes a NO
A
/
Carlsbad 98-1580
8/3/98
1. The following corrections are items that were not completely addressed from the
previous plan review or in response to new information provided.
2. Item #19 Please show on the floor plan where the Section B is taken as was done with the
Section A. In Section B where the beam is shown between the proposed addition and the
existing dwelling, the size and type of beam is different that called out on the roof framing
plan. Please clarify which one is to be specified. Please show a header at the interior
bearing wall that will span over the hallway and will receive the load from the ceiling joists.
Please dimension the interior footing on the foundation plan.
3. Item # 29 Please show on the CF1R form the U-value of the new glazing to be a minimum
of .75 dual glazed. Please show the area of the addition on the CF1R form.
4. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the
plan review for your project. If you have any questions regarding these plan review items,
please contact Mike Puckett at Esgil Corporation. Thank you.
EsGil Corporation
In Partnership With, (government for Quitting Safety
DATE: 6/4/98 a APPLICANT
TURI5T-
JURISDICTION: Carlsbad "DrPCATTRiviEWER
G FILE
PLAN CHECK NO.: 98-1580 SET: I
PROJECT ADDRESS: 1736 Cereus Ct.
PROJECT NAME: Monaco Room Addition
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff. . .
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Joe Monaco
1736 Cereus Ct. Carlsbad, Ca. 92009
Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed. ' ' -
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
D GA D CM D EJ D PC 5/26/98, tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619)560-1468 + Fax (619) 560-1576
Carlsbad 98-15SO
6/4/98
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 98-1580
PROJECT ADDRESS: 1736 Cereus Ct.
FLOOR AREA: 480sfRmAdd
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 5/21/98
DATE INITIAL PLAN REVIEW
COMPLETED: 6/4/98
JURISDICTION: Carlsbad
STORIES: 1
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 5/26/98
PLAN REVIEWER: Mike Puckett
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform 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 ordinance 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.
Present California law mandates that residential construction comply with Title 24 and the
following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994
UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95).
The above regulations apply to residential construction, regardless of the code editions
adopted by ordinance.
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. 106.4.3,
1994 Uniform 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.
LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot
Carlsbad 98-158O
6/4/98
1. Please make all corrections on the original tracings, as requested in the correction
list.
Submit three sets of plans for commercial/industrial projects (two sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City
of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009,
(619) 438-1161. The City will route the plans to EsGil Corporation and the
Carlsbad Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-
1468. Deliver all remaining sets of plans and calculations/reports directly to the City
of Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code).
3. Provide a statement on the Title Sheet of the plans that this project shall comply
with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC.
4. When the valuation of a room addition or repair exceeds $1,000, or when sleeping
rooms are created, smoke detectors shall be provided, except that smoke detectors
added at existing construction need only be battery powered. Section 310.9.1.2.
Please note on the plans that smoke detectors will be installed in all existing
bedrooms and the halllways leading to the bedrooms.
5. Please show the openable windows in the great room adjacent to the new room
addition for the minimum light and ventilation requirements as follows:
• Window area must be at least 1/10 of the floor area and a minimum of 10 square
feet per Section 1203.3.
• Openable window area in habitable rooms must be 1/20 of the floor area and a
minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms, 1/20 of
area is required and minimum is 1.5 sq. ft. Section 1203.3.
6. If the minimum light and requirements cannot be met either add the necessary
windows or provide as follows:
• At least 1/2 of the common wall must be open and have an opening not less than 25
sq. ft., or one tenth of the floor area of the interior room, if light and ventilation is
being supplied from an adjacent room. Section 1203.1.
Carlsbad 98-1580
6/4/98
ROOFING
7. Specify on the plans the following information for the roof materials, per Section
106.3.3:
• Manufacturer's name.
• Product name/number.
• ICBO approval number, or equal.
8. Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attic
area if at least 50% of the required vent is at least 3 feet above eave vents or
cornice vents). Show area required and area provided. Section 1505.3. Please
show this for the area with attic space.
FIREPLACE
9. If the fireplace is masonry please provide fireplace construction details or note
construction to be per attached fireplace standard drawing. Chapter 31.
10. If the fireplace is a manufactured type please specify on the plans the following
information for the fireplace(s), per Section 106.3.3:
• Manufacturer's name.
• Model name/number.
• ICBO approval number, or equal.
• Show height of chimney above roof per I.C.B.O. approval or Table 31-B.
11. Note on the plans that approved spark arresters shall be installed on all chimneys.
UBC, Section 3102.3.8.
12. For the masonry chimney please show on the elevation that the fireplace chimney
termination is 2'-0" above any portion of the roof within 10'-0" measured
horizontally.
Carlsbad 98-1580
6/4/98
FOUNDATION REQUIREMENTS
13. Note on plans that surface water will drain away from building and show drainage
pattern and key elevations. Section 1804.7.
14. Please provide a foundation plan showing all supporting footings and dimension
foundations per U.B.C. Table 18-l-D:
Floors Footing
Supported*
1
2
3
Thickness
6"
8"
10"
Width
12"
15"
18"
Depth
12"
18"
24"
Stemwall
6"
7"
8"
*Foundations may support a roof in addition to the floors. Where only a roof is
supported, use foundation for one floor.
15. Show foundation sills to be pressure treated, or equal. Section 2317.4.
16. Please describe the use of the steps shown on the rear elevation.
FRAMING
17. Please attach the Minimum Construction Specifications to the plans.
18. Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated
wood members shall be given to the building inspector prior to installation. Section
2305.
19. Please provide a cross section in the long dimension to show the supporting
framing members and foundation dimensions. Show size and spacing of the rafters,
beams, ceiling joists, wall construction, wall plate attachment, and all required
insulation values per Section 106.3.3 UBC. Show rafter tie size and spacing at the
California fill.
20. Specify plywood and/or OSB grade and panel span rating. Table 23-I-S-1.
21. In open beam construction, provide strap ties across the beams at the ridge
support. Section 2303.8.
Carlsbad 98-158O
6/4/98
22. Both the ridge beam and the glu lam are undersized for the supports and the loads
shown. Please provide calculations from a licensed Engineer or Architect for the
design of the beams.
23. Plans, specifications and calculations shall be signed and sealed by the California
state licensed engineer or architect responsible for their preparation, for plans
deviating from conventional wood frame construction. Specify expiration date of
license. (California Business and Professions Code).
MECHANICAL (UNIFORM MECHANICAL CODE)
24. Every dwelling unit shall be provided with heating facilities capable of maintaining a
room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms.
Show basis for compliance. UBC, Sec. 310.11. Please show how the rooms are to
be heated i.e. extend a duct, add heating unit etc.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
25. Please show on the plans all required receptacles per NEC Art. 210-52(a).
26. Please show on the plans a light with switch or a receptacle controlled by a switch
for the required light in each room.
27. Please show the electrical box for the ceiling fan to be UL rated for support of the
fan.
ENERGY CONSERVATION
28. Provide plans, calculations and worksheets to show compliance with current energy
standards.
29.The regulations require a properly completed and properly signed Form CF-IR to be
either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to
allow the building inspector to readily compare the actual construction with the
requirements of the approved energy design.
30. All energy items shown on the plans must be in agreement with the information
shown on the properly completed Form CF-IR.
31. Specify on the building plans all of the mandatory energy conservation requirements
as listed on the enclosure titled, "Mandatory Measures Checklist".
32. Show the make, model, type and efficiency of the space heating (or cooling) system.
33. Provide a note on the plans stating "All new glazing (fenestrations) will be installed
with a certifying label attached, showing the U-value."
Carlsbad 98-158O
6/4/98
To speed up the review process, note on this list (or a copy) where each correction
item has been addressed, i.e., plan sheet, note or detail number, calculation page,
etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from.this list. If there are other changes, please briefly describe
them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please
indicate:
Yes a No Q
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468,
to perform the plan review for your project. If you have any questions regarding
these plan review items, please contact Mike Puckett at Esgil Corporation.
Thank you.
MINIMUM CONSTRUCTION
These are minimum specifications established by the Uniform Building Code. These specifications apply in the absence of more restrictive specifications in the approved
plans. Code sections listed refer to the 1994 edition of the UBC _
I. FOUNDATION AND UNDERFLOOR
1. Concrete Strength. Concrete-for footings-must-have a
minimum compressive strength of 2500 psi at 28 days and
composed of: 1 part cement, 2 1/2 parts sand, 3 1/2 parts of
3/4" maximum size rock with not more than 7 gallons of
water per sack of cement.
2. Wood and Earth Separation. Foundations supporting
wood must extend at least 6" above the adjacent finish
grade. [UBC Section 1806.1] Provide 18" clearance under
wood joists and 12" clearance under wood girders which are
not pressure treated. [UBC Section 2317.3]
3. Concrete Slabs. Slabs on grade must be at least 3 1/2"
thick. [UBC Section 1924]
4. Treated Wood. All foundation plates or sills and sleepers
on concrete or masonry which is in direct contact with earth
must be pressure-treated wood or foundation grade
redwood. Wood joists closer than 18", or wood girders or
supports closer than 12" to the ground, must be. pressure
treated. [UBC Section 2317.4]
5. Anchor Bolts and Footing Sills. All sills must have full
bearing on the footing wall or slab and must be bolted to the
foundation with 1/2" nominal diameter steel bolts embedded
at least 7" into the concrete or reinforced masonry or 15"
into unreinforced grouted masonry. Bolts must be spaced
not to exceed 6' on center. There must be 2 bolts per piece .
with bolts not over 12" from cut end of sills. [UBC Section
1806.6]
6. Underfloor Vents. Underfloor areas must be ventilated by
openings in foundation walls. Wall openings must have a
net area of not less than 1 sq. ft. for each 150 sq. ft. of
underfloor area. Openings must be arranged to provide
cross ventilation and must be covered with corrosion-
resistant wire mesh with openings of 1/4-inch in dimension.
[UBC Section 2317.7].
7. Underfloor Access. Underfloor areas must be provided
with an unobstructed crawl hole not less than 18" x 24".
Openings must be effectively screened or covered. [UBC
Section 2317.3].
II. WOOD FRAMING
1. Lumber. All joist, rafters, beams, and posts 2" to 4" thick
.must be No. 2 Grade Douglas Fir-Larch or better. All posts
• and beams 5" and thicker must be No. 1 Grade Douglas Fir-
Larch or better. (See item 13 in this section for lumber
grading requirements for studs.)
2. Wall bracing. Every exterior wood stud wall and main
cross partitions must be braced at each end and at least at
4.
every 25 feet of length with 1-x 4 diagonal let-in braces or
• equivalent. [UBC Section 2326.11.3,2326.11.4, Table 23-
I-W].
Lateral Support Floor joists and ratters more than 10" in
depth and spanning more than 8 feet must be supported
laterally by bridging or solid blocking at intervals no'
exceeding 8 feet. [UBC Section 2306.7].
Blocking. Provide blocking at ends and at supports of floo:
joists, and for rafters at exterior walls. '[UBC Sectior
2326.8.6].
5. Roof Blocking. Provide 2" full depth solid blocking a
ridge line and at exterior walls on trussed roofs. [UBC
Section 2326.12.8].
6. Double Joists. Floor joists must be double under bearin:
partitions running parallel with the joists. [UBC Sectior
2326.8.5].
7. Rafter Purlin Braces. Purlin braces shall be not less tha
45 degrees to the horizontal. [UBC Section 2326.12.7].
8. Rafter Ties. Rafter ties must be spaced not more than
feet on center where rafters and ceiling joists are nc
parallel. [UBC Section 2326. 12.6].
9. Clearance. Provide 1/2" minimum clearances between to
plate of interior non-bearing partitions and bottom chord i
trusses.
10. Top Plate. Provide double top plate with minimum 48" 1?
splice. [UBC Section 2326. 11. 2].
11. -Nailing/ Mailing-shall be in -compliance with UBC Tat
23-I-Q. A copy of this table is reproduced on page 4.
12. Fire Blocks. Fire blocks must be provided for walls
ceilings, floor levels and concealed spaces at 10' o
horizontally. [UBC Section 708.2.1].
13. Studs. In one and two story buildings, studs for exter
walls and interior bearing walls must be not less than 2">
at 16" o.c. Studs for interior non-bearing partitions may
2"x3" at 16" o.c. Studs 2" to 4" thick, 2" to 4" wide and
more than 8 feet long must be "stud grade" Douglas
Larch or better when supporting not more than one fl
and a roof. Studs for beaaring walls must not exceed 8 1
in height.' [UBC Section 2326.1 1.1, Table 23-I-R-3].
14. Laminated Wood. An AITC Certificate of Conforma
for glued laminated wood members must be given to
it/96
1 of
CM
-3aildini> .Inspector prior to their installation. [UBC Section
2305]. '.. .
III. GENERAL MATERIAL SPECIFICATIONS.
1. Mortar Mix. Mortar to be used for construction of
masonry walls, foundation walls and retaining walls must be
1800 psi minimum and may consist of: I part Portland
cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime
putty. Plastic cement may be used with 1 part plastic
cement to 2 1/4 to 3 parts sand. [UBC Table 21-A, UBC
Standard 21-15]
2. Grout Mix. The mix for the grout may be: 1 part Portland
cement, 3 parts sand, 1/10 part hydrated lime or lime putty,
1 to 2 parts pea gravel (3/8" maximum). Water added to
pouring consistency without segregation of grout
constituents. [UBC Table 2I-B] The use of plastic cement
is not allowed for grout. [UBC Section 2103.5]
3. Masonry. The masonry units must comply with ASTM
Spec. C90-75, Grade N for hollow unit concrete blocks.
[UBC Standard 21-4]
4. Structural Steel. Steel used as structural shapes such as
wide flange sections, channels, plates and angles must
comply with ASTM Spec. A-36. Pipe columns must
comply with ASTM Spec. A-53. [UBC Standard 22-1].
IV. ROOFING AND \VEATHERPROOFING.
1. Wood Siding. All wood siding must be placed over an
approved, weather-resistive barrier. [UBC Section 1402.1]
2. Flashing Around Openings. Every opening in any exterior
wall must be flashed with sheet metal or waterproof
building paper. [UBC Section 1402.2. Building Newsletter
17-2]
3. Roof Covering. Mineral-surfaced, built-up roofing must
not be installed on roof having a pitch greater than 3 inches
to 12 inches. The following are minimum pitches:
composition shingles: minimum 2 inches to 12 inches;
wood shingles: minimum 3..Lnches to 12 Inches; wood
shakes: minimum 4 inches to 12 inches; roofing tile:
minimum 2Vz inches to 12 inches; clay or concrete roofing
VI. TABLES
tile: minimum.4 inches to 12 inches. Wood shingles and
wood shakes must be pressure-impregnated with chemicals
to obtain a Class C rating. [UBC Section 1504 and Tables
15-B-l, 15-B-2, and 15-D-l]
4. Weep Screed. A weep screed must be provided at the
foundation plate line for all weather-exposed exterior stud
walls finished on the exterior with stucco. [UBC Section
2506.5] '
5. Basement Walls. Basement foundation walls below grade
must be damp-proofed on the outside. [UBC Section
1402.4]
V. GENERAL
1. Attic Access. Attic areas over 30" high must be accessible
by an opening not less than 22" x 30". With a furnace In the
attic, the opening must not be less than 30" x 30". [UBC
Section 1505.1, UMC Section 319.3]
2. Shower Enclosures. Shower %valls must be finished to a
height of 70" above the drain inlet with a smooth, hard, non-
absorbent surface. [UBC Section 807.1.3]
3. Electric Meter Enclosure. Contact San Diego Gas &
Electric Company, Customer Extension Planning
Department, for meter location. All wiring must comply
with the 1993 National Electrical Code.
4. Smoke Detectors. In new construction, smoke detectors
must receive their primary power from the building wiring
when such wiring is served from a commercial source
Smoke detectors may be battery-operated when installed ir
existing buildings, buildings without commercial power, o;
building which undergo alterations, repairs or addition:
regulated by UBC Section 310.9. In dwelling units, i
detector shall be .installed in each sleeping room anc
centrally located in the corridor or area giving access u
each separate sleeping area, in each story and in the
basement .Where the ceiling height of a room open to th
hallway serving the bedrooms exceeds that of the hallwa;
by 24" or more, smoke detectors shall be installed in th
hallway and the adjacent room. Detectors shall sound a.
alarm audible in all sleeping rooms. [UBC Section 310.9
TABLE 18-I-D FOUNDATIONS FOR STUD BEARING WALLS, MINIMUM REQUIREMENTS1-"
Number of Floors Supported
by the Foundation*
1
2
3
Thickness of Foundation Wall (inches)
Concrete
6
8
10
Unit Masonry
6
8
10
Width of Footing
(inches)
12
15
18
Thickness of Footing
(inches)
6
7
8
Depth Below Undisturbed
Ground Surface (inches)
12
18
24
'Where unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 1806.1.
2The ground under the floor may be excavated to the elevation of the top of the footing.
'Interior stud bearing walls may be supported by isolated footings. The footing width and length shall be twice the width shown in this table and the footings shall
spaced not more than 6 feet on center. . .. • • •.
'Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one floor.
•4/96 CM
2 of 4
TABLE 2J-I-Q NAILING SCHEDULE
CONNECTION NAILING1
. Joist to sill or girder, toenail 3-8d
2. Bridging to joist, toenail each end 2-8d
I. I"x6" subfloor or less to each joist, face nail 2-8d
4. Wider than I'x6" subfloor to each joist, face nail 3-Sd
5. 1" subfloor to joist or girder, blind and face nail 2-16d
6. Sole plate to joist or blocking, typical face nail
Sole plate to joist or blocking, at braced wall panels
16dat 16'o.c.
3-16dperl6"
7. Top plate to stud, end nail 2-16d
8. Stud to sole plate 4-8d. toenail or 2-16d. end nail
9. Double studs, face nail 16dat24"o.c.
10. Doubled top plates, typical face nail
Doubled top plates, lap splice
16dat 16" o.c.
8-16d
11, Blocking between Joists or rafters to top plate, toenail 3-8d
12. Rim joist to top plate, toenail 8d at 6" o.c.
13. Top plates, laps and intersections, face nail 2-16d
14. Continuous header, two pieces 16d at 16" o.c. along each edge
15. Ceiling joists to plate, toenail 3-8d
16. Continuous header to stud, toenail 4-Sd
17. Ceiling joists, laps over partitions, face nail 3-I6d
18. Ceiling joists to parallel rafters, face nail 3-16d
19. Rafter to plate, toenail 3-8d
20. 1* brace to each stud and plate, face nail 2-8d
21. Px8" sheathing or less to each bearing, face nail 2-8d
22. Wider than I'x8" sheathing to each bearing, face nail 3-8d
23. Built-up corner studs 16d at 24" o.c.
24. Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice
25. 2" planks 2-16d at each bearing
26.Wood structural panels and particleboard:1' '
Subfloor, roof and wall sheathing (to framing):
' - ' W or less
I V4"- r^-
Combination subfloor-underlaymcnt(to framing):
'/«" and less
T/V-1"
1VV-11/."
6d'
8d4 or 6d5
8dl
10d'or8d«
6d«
8dJ
lOd'orSd'
27. Panel siding (to framing):
</i" or less
W
6d«
Sd4
28. Fiberboarcf sheathing:7
Vi"
25/32"
No. 11 ga.1
6d'
No. 16ga.'
No. 11 ga.1
8d'
No. I6ga.'
29. Interior paneling
V."4d'°
6d"
it/96 CM
3 of it
IN.G SCHEDULE (CONTINUED)
'Common or box nails may be used except \vhere otherwise stated.
'Nails spaced at 8 inches on center at edges, 12 inches at intermediate supports except 6 inches at all supports where spans are 48 inches or more. For nailing of wood
structural panel and pirticleboard diaphragms and shear walls, refer to Section 2314.3. Nails for wall sheathing may be common, box creasing.
'Common or deformed shank.
'Common.
'Deformed shank.
'Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1
'Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports.
•Corrosion-resistant roofing.nails with 7/16-inch-diameterhead and l'/i-inch length for Vi-inch sheathing and IVi-inch length for 25/32-inch sheathing conforming to the
. requirements of Section 2325.1 - •
'Corrosion-resistant staples with nominal?/16-inch crown and 1%-inch length for '/i-inch sheathing and I'/i-inch length for 25/32-inch sheathing conforming to the
requirements of Section 2325.1
'"Panel supports at 16 inches [20 inches if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches on panel edges,
12 inches at intermediate supports.
"Panel supports at 24 inches-. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
TABLE 23-I-S-l - ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADE CONTINUOUS
OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS'*
Sheathing Grades
Panel Span Rating
Roo I/Floor Span
12/0
16/0
20/0
24/0
24/16
32/16
40/20
48/24
54/32
60/48
Panel
Thickness (inches)
5/16
5/16,%
5/1 6,%
'A.7/16,'/,
7/16,'/3
15/32,'^H
I9/32,«/4,y«,% .
23/32,'/«.TA
%.l
%J.1V4
Single-Floor Grades
Panel Span Rating
(inches)
16 oc
20 oc
24 oc
32 oc
48 oc
Panel Thickness
(inches)
14,19/32,'A
19/32,«/V/«
23/32,'/4
7/4,l
1 3/32, 1%
Roof1
Maximum Span (inches)
With Edge
Support4
12
16
20
24
24
32
40
48
54
60
Without Edge
Support
12
16
20
20'
24
28
32
36
40
48
RooP
Maximum Span (inches)
With Edge
Support4
24
32
48
48
60
Without Edge
Support
24
43
36
40
48
Load5 (pounds per sq.ft.)
Total
Load
40
40
40
40
50
40
40
45
45
45
Live Load
30
30
30
30
40
30
30
35
35
35
Load' (pounds per sq.ft.)
Total
Load
50
40
35
50
50
Live Load
40
30
25
40
50
Floor4
Maximum Span (inches)
0
0
0
0
16
16'
20"
24
32
48
Floor4
Maximum Span (inches)
16'
20"
24
32
48
'Applies to panels 24 inches or wider.
:Floor and roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 2321.
'Uniform load deflection limitations 1/180 of span under live load plus dead load, 1/240 under live load only.
'Panel edges shall have approved tongue-and-groove joints or shall b« supported with blocking unless '/i-inch minimum thickness underlaymcnt or 1 Vi inches of appro*
cellular or lightweight concrete is placed over the subfloor, or finish floor is '/.-inch wood strip. Allowable uniform load based on deflection of 1/360 of span is 100 pou:
per square foot (psf) except the span rating of 48 inches on center is based on a total load of 65 psf.
'Allowable load at maximum span.
Tongue-and-groove edges, panel edge clips [one midway between each support, except two equally spaced between supports 48 inches on center], lumber blocking
other. Only lumber blocking shall satisfy blocked diaphragms requirements.
'For '/i-inch panel, maximum span shall be 24 inches.
'May be 24 inches on center where '/4-inch wood strip flooring is installed at right angles to joist
*May be 24 inches on center for floors where I'/i inches of cellular or lightweight concrete is applied over panels.
4/96CM
it of 4
Carlsbad 98-1580
6/4/98
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Mike Puckett
BUILDING ADDRESS: 1736 Cereus Ct.
BUILDING OCCUPANCY: R3
PLAN CHECK NO.: 98-1580
DATE: 6/4/98
TYPE OF CONSTRUCTION: VN
BUILDING PORTION
Room Addition
Air Conditioning
Fire Sprinklers
TOTAL VALUE
BUILDING AREA
(ft.2)
480
VALUATION
MULTIPLIER
98.00
VALUE
($)
47,040.00
47,040.00
D 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance: $ 389.73
D 1994 UBC Plan Check Fee • Plan Check Fee by ordinance: $ 253.32
Type of Review: D Complete Review _ Q Structural Only f_U Hourly
[HI Repetitive.Fee Applicable , Q Other:
Esgil Plan Review Fee: $ 202.66
Comments:
Sheet 1 of 1
macvalue.doc 5196
DATE:
City of Carlsbad
Engineering Department
BUILDING PLANCHECK CHECKLIST
PLANCHECK NO.: CB
BUILDING ADDRESS:
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:\ 5~-- Z EST. VALUE: 4
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please see trie attached report of deficiencies
marked with D. Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
By:
By:
By:
Date:
Date:
Date:
By:
FOR OFFICIAL USE ONLY
ENGINEEFJJNG AUTHORIZATION TO ISSUE BUILDING PERMIT:
• Date:
ATTACHMENTS
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: Danna Trigs
City of Carlsbad
Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
Phone: (619) 438-1161, ext. 4374
CFD INFORMATION
Parcel Map No: • • • • ,
Lots:
Recordation:
Carlsbad Tract:
Sewer Fee Information Sheet > r\; ,:',
RoajOCaUtM.SI Uuilding Hanthick Ckltt HHUUU1 l-6nrt Ul.dot— 3 :2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (76O) 438-1161 • FAX (760)
A-4
BUILDING PLANCHECK CHECKLIST
SITE PLAN
oND/ oRD/^ O ,
Q , Q ' 1. Provide a fully dimensioned site plan drawn to scale. Show:
"Arrow ^T/Property'Lines
& Proposed Structures JEvEasements
?- Existing Street Improvements ,Fr"Right-of-Way Width & Adjacent Streets
Gx-^Driveway widths
Q Q 2. Show on site plan:
AXDrainage Patterns
1. Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
2. ADJD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
Jfainage of 2% to swale 5' away from building."
Existing & Proposed Slopes and Topography
3. Include on title sheet:
Site address
/Br""Assessor's Parcel Number
Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
. warehouse, office, etc.) previously approved. /
EXISTING PERMIT NUMBER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE
Q Q Q 4a. Project does not comply with the following Engineering Conditions of approval for
Project No._
Q Q 4b. All conditions are in compliance. Date:
H:\WORD\DOCS\CHKLST\BuikJlngPlanchecKCklslBP0001FomnDT.doc r\ I f *S / Rev. 12/26/86
BUILDING PLANCHECK CHECKLIST
DEDICATION REQUIREMENTS
-|ST/ 2ND/ gRD/
Q Q ' Q 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $ , pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows: .__
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 V4" x 11" plat map
and submit with a title report. All easement documents must be approved and
signed by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
6a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds $ , pursuant to Carlsbad Municipal Code
Section 18.40.040. ,
Public improvements required as follows: ;
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil. Engineer must prepare the
appropriate improvement plans and submit them together, with the requirements
on the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: • . Date:
6b. Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $ so
we may prepare the necessary Future Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Future public improvements required as follows:
H:\WORD\DOCS\CHKLST\BuildingPlanctieckCklstBP0001ForniDT.doc O Rev. 12/26/86
BUILDING PLANCHECK CHECKLIST
< st/ pnd/ ord/
U Q Q 6c. Enclosed please find your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Future Improvement Agreement completed by:
Date: ^^_______
Q 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11.06.030 of the Municipal Code.
rj Q Q 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export)'. Write
"No Grading" on plot plan if none is required.
Q - Q Q 7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
Q 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
Q 7d.No Grading Permit required.
Q 7e.lf grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
Q Q 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are
not limited to: street improvements, tree trimming, driveway construction, tieing
into public storm drain, sewer and water utilities.
Right-of-Way permit required for:
H:\WORD\DOCS\CHKLST\BuildingPlanclieckCklslBP0001FomlDT.doc . - Rev. 12/26/96
V
BUILDING PLANCHECK CHECKLIST
HSU >yntU ord/
Q Q Q 9. A SEWER PERMIT is required concurrent with the building permit issuance. The
fee is noted in the fees section on the following page.
Q • Q Q 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for
assistance.
Industrial Waste permit accepted by: .
Date:
Q Q . 11. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge /
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
Q Q 12. QJ^equired fees are attached
w No fees required
Q Q 13. Additional Comments:
H:\WORD\DOCS\CHKLST\BuiBing Plancheck Cklst BP0001 Fom DT.doc
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB
Planner Greg Fisher
APN: <2/5~-
Address
Phone (61 9) 438-1161, extension 4328
Type of Project and Use:
Zone:
CFD (in/out) #
Facilities Management Zone:
Circle One (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building
Department.)
\ I LJ
PD D
Legend
Item Complete
Item Incomplete - Needs your action
YES
&
Environmental Review Required:
DATE OF COMPLETION:
NO TYPE
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval ' '
Discretionary Action Required:
APPROVAL/RESO. NO.
PROJECT NO. '
YES NO TYPE
DATE
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES
CA Coastal Commission Authority? YES _
NO
NOV/7
If California Coastal Commission Authority:. Contact them at - 3111 Camino Del Rio North, Suite
200, San Diego CA 92108-1725; (619) 521-8036
Determine status (Coastal Permit Required or Exempt):
Coastal Permit Determination Form already completed?
If NO, complete Coastal Permit Determination Form now. ^
Coastal Permit Determination Log #:
NO
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
2) Complete Coastal Permit Determination Log as needed.
Inclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Date Entry Completed? YES NO
Site Plan:
1. Provide a fully dimensional site, plan drawn to scale. Show: North arrow,
property lines, easements, existing and proposed structures, streets, existing
street improvements/right-of-way width, dimensional setbacks and existing
topographical lines.
|| 2: Provide legal description of property
Zoning:
~| FT 1- Setbacks: • :
Front: Required (2
Int. Side: Required i
Street Side: Required
Rear: Required
| 2. Accessory Structure Setbacks":• •• , • • -"
Front: ^^^^ Required
Int^-SttieT Required
^^-^treet Side: Required
^""^ Rear: Required
:
[ | 3. Lot Coverage: Required J
, | 1 4. Height: Required
| 5. Parking: Spaces Required
Guest Spaces Required
- """•,'' •
| | Additional Comments
, ._.'.••
and assessor's parcel number.
7(y - Shown /^^
7~-9" Shown <£> r
— Shown —
//•&" Shown r-/ <^~% '
Shown
Shown
Shown
Shown
-—J<-/ /(/ Shown i/U /(?
^ ^U Shown £•-• ^
^ Shown r^^
' Shown ~~~~
..-'.-
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE