HomeMy WebLinkAbout2718 UNICORNIO ST; ; CB973767; Permit500?-
B U l L D I N G P E R M I T
1Jl/3U/98 Ut!:Sb
Pa1.1e 1 of 1
Jub A~dres~: t718 UNICORNIO ~T
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 215-350-54-00
Valuation: 21,1b8
::,uite:
Lot#:
Permit No: CB~737o7
Prcnect No: A97o4t1•,S
Development No:
Occupancy Group: Reference#: Construction Type: VN
Status: ISSUED Description: 216 SF ROOM AuDITION
Appl/Ownr : WOODS, PAUL
3555 01130/%'~oaie&: 1,Y O 9 9 7
Apr /~PRHf : u'fl~.fr,v.&&i
Entered· ·sy : MDP
7b0 480-5807
2383 MOUNTAIN VIEW DRIVE
ESCONDIDO, CA . 92027
Fees Required
----------------------------
Fees:
Adjustments:
Total Fees:
Fee description
Builc..hng Pernu t
Flan Check
Strong Motion Fee
,. BUILDING TOTAL
Enter "Y for Plu
Enter "Y" for Ele
Enter • Y" for
Enter •y· for
~--fees Collected & Credits
.OU
14b.UU
247.0U
Ext fee [Jata
225 .uu
14ti .OO
2.0U
373.00
N
10.0U Y
10.UU Y
N
FINAL APPROVAL
INSP.~-D,\TF ¢;4-r:
CLEARA: ~Ca.: _____ _
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
FOR OFFICE USE ONLY
PLAN CHECK~O-~?:-
EST. VAL. l 1 (_6]
Plan Ck. Deposit / '-{{o • a\
(760) 438-1161 Validated By, ___ 0-:.........~c.,::.,:/J;__ ___ _
Date. ___ __,__j _1.+/-+c+-/2....,4.,__ ___ _ r 11
1. PROJECT INFORMATION ::471 &> /L&c~rm o st. 02
Address (include Bldg/Suite #) ' Business Name (at this address)
~106 12/09/97 0001 01
C PRMf 146-00
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
ci2JS:-350 -S'f-0O s,'XI,~ 1amt.4t eeu~ Sfltn~
Assessor's Parcel # ~ re-mlX(LL -~O\.
Existing U e r 1 Zito c;a. \'"t • c£ Proposed Use
Ip 3
Description of Work SO. FT. #of Stories # of Bedrooms # of Bathrooms
2. CONTl'CT PERSON (If different from applicant) "au L F-liJOIJl)S 23133 moukin. II, ew /J" £SC &
State/Zip T~ phone # Fax #
20.2.'.
Name
4~ROPERTY OWNER H • J 1:-JJCi €, Biehn, --&Jneirv Z?I t L<.t,1urn.io s+. £.tl.. ~os-k tA Q2a:11 ?w) '/3f!j./Sl'/-
Name Address City State/Zip Telephone #
6. 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
ption. Any vi lation oection 7 31.5.sy any applicant for a permit ;Jects the. applic~nt~M. enalty of not more/!,;i fi hun7d dollars ($5 0) .Slb1
City State/Zip Telepho~ #
State License # t/f?L/ 25'//' License Class ,B City Business License # ~O'S,\ ~
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:
O 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. rn-"' 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 ~/~ J,IU1.£,(, Policy No. /,3 7'7'/:S:2 -'j '1 Expiration Date J/-tJ/-/19 f
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
0 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' compen tion coverage Is unlawful, and shall subject an employer to crlmlnal penaltles and clvll fines up to one hundred
thousand dollars ( ,0001. • addltio o th ost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees.
DATE /2,-bf•t:/'-f SIGNATURE:_::z...f:f.-':::::=:::lL.6~~~~..e!!.~-----------------
7. OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
O 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].
0 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).
O 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. 0 YES ONO
2. I (have / 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 I phone number/ type
of work):. ________________________________________________________ _
PROPERTY OWNER SIGNATURE _______________________ _ DATE __________ _
COMPLETE THIS 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, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 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. 309701 Civil Code).
LENDER'S NAME ______________ _ LENDER'S ADDRESS. ________________________ _
9. 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 all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt 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 this Code shall expire by limitation and become null and void if the building or
work authorized by such permit is not ommenced 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 o is co enced Jor a pried of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE W-2--DATE / ,;i._ -0 cs -7 z ,
WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB973767 FOR 05/12/98 INSPECTOR AREA TP
PLANCK# CB973767
OCC GRP
DESCRIPTION: 216 SF ROOM ADDITION
TYPE: RAD
JOB ADDRESS: 2718 UNICORNIO ST
APPLICANT: WOODS, PAUL
CONTRACTOR:
OWNER:
REMARKS: C/PAUL/803-1695
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION
STE :
CONSTR. TYPE VN
LOT:
PHONE: 760 480-5807
PHONE:
PHONE: /7
INSPECTOR ~ --~,.__ _______ _
ACT COMMENTS
19 ST Final Structural Al!.. ______________ _
__JL_ -t---------...!i!i_ __________________ _
--------------------
***** INSPECTION HISTORY*****
DATE
040398
040398
032698
032698
032598
032598
032598
DESCRIPTION
Interior Lath/Drywall
Exterior Lath/Drywall
Insulation
Frame/Steel/Bolting/Welding
Frame/Steel/Bolting/Welding
Rough Electric
Rough/Ducts/Dampers
ACT INSP
AP TP
AP TP
AP TP
AP TP
PA TP
AP TP
AP TP
COMMENTS
SHR PNLS
ND SHR PNLS INT.
ClTY OF CARLSBAD
ATTN: BUILDING DEPT.
2075 LAS PALMAS DR.
CARLSBAD. CA. 92009
PAUL WOODS CONSTRUCTrON
2383 MTN. VIEW DRIVE
ESCONDIDO, CA. 92027
760)480-5807
FAX 760)741-0997
REF: PLAN CHECK NO. 97-3767
2718 UNICORNIO ST.
216 SQUARE FOOT ADDITION
SOILS LETTER
DEAR SIR.
THE EXISTING FOOTINGS ON THIS PROJECT ARE 15"' X 2-r·. WE KNOW THIS
INFORMATION BECAUSE WE HA VE AN ORIGINAL SET OF PLANS. THE ADDJTION
TO THIS HOUSE WrLL BE SECOND STORY AND ON EXISTING FOOTINGS.
IF YOU HA VE ANY QUESTIONS PLEASE FEEL FREE TO CALL ME AT 760)480-5807
PAUL WOODS
PAUL WOODS CONSTRUCTION
DATE: 1/21/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 978-3767
EsGil Corporation
Professional Pfan 'l(wiew 'Engineers
SET: II
PROJECT ADDRESS: 2718 Unicornio St.
PROJECT NAME: Biehm-Hennessy Room Addition
□ APPLICANT
~ JURIS.
□ PLAN REVIEWER
□ FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
■ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified in Remarks 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
Corporation 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 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: Paul Woods
Date contacted: (by:
Mail Telephone Fax In Person
Telephone inquiry regarding plan status
Fax#:
■ REMARKS: Pl ~se make the notes as circled in red on sheets 2 & 5 of the Owner Set II on
the City Set II. ~s per telephone conversation with Mike Peterson at the City of Carlsbad
Building Department the Building Department will complete the only outstanding
correction dealing with the soils report requirement by the City. The addition will be built
onto an existing 2nd story deck. All else O.K.
By: Mike Puckett
Esgil Corporation
0 GA O CM O EJ O PC
Enclosures:
1 /12/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (619) 560-1468 ♦ Fax (619) 560-1576
•
DATE: 12/ 19/97
JURISDICTION: Carlsbad
PLAN CHECK NO.: 97-3767
EsGil Corporation
Professional Plan 'f<!vi~w 'Enginurs
SET: I
PROJECT ADDRESS: 2718 Unicornio St.
PROJECT NAME: Biehm-Hennessy Room Addition
D APP~NT
efJURIS
D PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantial ly comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
■ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
■ The applicant's copy of the check list has been sent to:
Paul Woods
2383 Mountain View Dr. Escondido, Ca . 92027
■ Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed.
D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:
Date contacted: (by:
Mail Telephone Fax In Person
0 REMARKS:
By: Mike Puckett
Esgil Corporation
0 GA O CM O EJ O PC
Telephone#:
Fax#:
Enclosures:
12/11/97 lrnsmll.dol
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (619) 560-1468 ♦ Fax (619) 560-1576
Carlsbad 97-3767
12/19/97
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 97-3767 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2718 Unicornio St.
FLOOR AREA: 216sqft Rm Add
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 12/9/97
DATE INITIAL PLAN REVIEW
COMPLETED: 12/ 19/97
FOREWORD (PLEASE READ):
STORIES: 2
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 12/11/97
PLAN REVIEWER: Mike Puckett
This plan review is limited to the technical requirements contained in the Uniform Bu ilding
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 97-3767
12/19/97
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 . Attach the Minimum Construction Standards to the plans.
3. All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code).
4. 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.
5. Dimension the new addition floor plan to show addition size as well as the adjacent
bedrooms.
6 . Provide a roof framing plan, and a floor framing plan for new addition showing all
structural members size and spacing.
7. Provide a cross section through new addition. Show required insulation values.
8. Show locations of permanently wired smoke detectors with battery backup:
Inside each bedroom.
• Centrally located in corridor or area giving access to sleeping rooms.
• On each story.
• When sleeping rooms are upstairs, at the upper level in close proximity to the stair.
• NOTE: Detectors shall sound an alarm audible in fill sleeping areas of the unit.
Section 310.9.1.
9. When the valuation of a room addition or repair exceeds $1 ,000, or when sleeping
rooms are created, smoke detectors shall be provided per the above, except that
smoke detectors added at existing construction need only be battery powered.
Section 310.9.1.2. Make note on plans that smoke detectors will be installed in
all existing bedrooms and hallways leading to the bedrooms.
•
Carlsbad 97-3767
12/19/97
10. Glazing in the following locations should be of safety glazing material in accordance
with Section 2406.4 (see exceptions):
11 . Fixed and sliding panels of sliding door assemblies and panels in swinging doors other
than wardrobe doors.
ROOFING
12. Specify on the plans the following information for the roof materials, per Section
106.3.3: For new addition roof and new deck covering.
• Manufacturer's name.
• Product name/number.
• ICBO approval number, or equal.
13. Show slope of deck.
GARAGE
14. Garage requires one-hour fire protection on the garage side of walls and ceiling
common to the dwelling. Table 3-B, Section 302.4.
15. All elements supporting floor above garage, including walls supporting floor joists,
must have one-hour fire-resistive protection on the garage side. Section 302.2.
FOUNDATION REQUIREMENTS
16. As per the City of Carlsbad request, all new residential buildings, including
additions, require a soils report. Please submit two copies. Exception: If a room
addition is limited to one story and 1000 sq. ft. in area, then a soils report is not
required.
17. On cross section as required above show existing footing sizes that support new
addition.
FRAMING
18. Show stud size and spacing.
19. Specify truss identification numbers on the plans
20. Show clearance between top plate of interior partitions and bottom chord of trusses.
(To ensure nonbearing condition between supports as designed).
Carlsbad 97-3767
12/19/97
21 . Per UBC Section 2343.6, provide the following note on the plans if trusses are
used: "Each truss shall be legibly branded, marked or otherwise have permanently
affixed thereto the following information located within 2 feet of the center of the
span on the face of the bottom chord:
• Identity of the company manufacturing the truss.
• The design load.
• The spacing of the trusses."
22. Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall
be braced at each end at least every 25 feet of length. Section 2326.11 .3 and Table
23-I-W.
23. Specify plywood and/or particle board thickness, grade and panel span rating.
Table 23-I-S-1 . Show on plans at roof and floor.
24. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive
barrier to protect the interior wall covering and that exterior openings shall be
flashed in such a manner as to make them weatherproof'. Section 1402.
MECHANICAL (UNIFORM MECHANICAL CODE)
25. Show on plans how new room addition is to be heated i.e. extend ducts.
ENERGY CONSERVATION
26. Provide plans, calculations and worksheets to show compliance with current energy
standards.
27. 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.
28. All energy items shown on the plans must be in agreement with the information
shown on the properly completed Form CF-IR.
29. Specify on the building plans all of the mandatory energy conservation requirements
as listed on the enclosure titled, "Mandatory Measures Checklist".
30. Show the make, model, type and efficiency of the space heating (or cooling) system.
31. For room additions, show compliance with the energy standards. See attached.
32. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and
bathrooms.
Carlsbad 97-3767
12/19/97
33. Provide a note on the plans stating "All new glazing (fenestrations) will be installed
with a certifying label attached, showing the U-value."
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 D No □
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 SPECIFICATIONS
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 lo the 1994 edition of the UOC
I. FOUNDATION AND UNDERFLOOR
I. Concrete Strength. Concrete .for footings -must. have a
minimum compressive strength of 2500 psi at 28 days and
composed of: l part cemen~ 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 mus_t b~ 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
Section2317.3].
II. WOOD FRAJ\flNG
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. I 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
every 25 feet of length with J. x 4 diagonal let-in braces or
equivalent. [UBC Section 2326.11.3, 2326.11.4, Table 23-
I-W].
3. Lateral Support. Floor joists and rafters more than 10" in
depth and spanning more than 8 feet must be supported
laterally by bridging or solid blocking at intervals not
exceeding 8 feet. [UBC Section 2306.7].
4. Blocking. Provide blocking at ends and at supports of floor
joists, and for rafters at exterior walls. '[UBC Section
2326.8.6].
5. Roof Blocking. Provide 2" full depth solid blocking at
ridge line and at exterior walls on trussed roofs. [UBC
Section 2326.12.8].
6. Double Joists. Floor joists must be double under bearing
partitions running parallel with the joists. [UBC Section
2326.8.5).
7. Rafter Purlin Braces. Purlin braces shall be not less than
45 degrees to the horizontal. [UBC Section 2326.12.7].
8. Rafter Ties. Rafter ties must be spaced not more than 4
feet on center where rafters and ceiling joists are not
parallel. [UBC Section 2326.12.6].
9. Clearance. Provide 1/2" minimum clearances between toi:
plate of interior non-bearing partitions and bottom chord ol
trusses.
10. Top Plate. Provide double top plate with minimum 48" lai
splice. [UBC Section 2326.11.2].
11. • Nailing.· Nailing-shall be in·compiiance with UBC Tablt
23-I-Q. A copy of this table is reproduced on page 4.
12. Fire Blocks. Fire blocks must be provided for walls a
ceilings, floor levels and concealed spaces at 1 O' o.c
horizontally. [UBC Section 708.2.1 ].
13. Studs. In one and two story buildings, studs for exterio
walls and interior bearing walls must be not less than 2"x4
at 16" o.c. Studs for interior non-bearing partitions may b
2"x3" at 16" o.c. Studs 2" to 4" thick, 2" to 4" wide and nc
more than 8 feet long must be "stud grade" Douglas f
Larch or better when supporting not more than one fl oe
and a roof. Studs for beaaring walls must not exceed 8 fet
in height.' [UBC Section 2326.l 1.1, Table 23-I-R-3].
14. Laminated Wood. An AITC Certificate ofConfonnanc
for glued laminated wood members must be given to ti
4/96 CM
1 of 4
··suilding Inspector prior to their installation. [USC Section
2305].
III. GENERAL l\.1A TERIAL SPECIFICATIONS.
I. Mortar l\lix. Mortar to be used for construction of
masonry walls, foundation walls and retaining walls must be
1800 psi minimum and may consist of: l 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,
l to 2 parts pea gravel (3/8" maximum). Water added to
pouring consistency without segregation of grout
constituents. [UBC Table 21-B] The use of plastic cement
is not allowed for grout. [USC 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. [USC Standard 22-1).
IV. ROOFING AND WEATHERPROOFING.
I. Wood Siding. All wood siding must be placed over an
approved, weather-resistive barrier. [USC 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. inches to 12 inches; wood
shakes: minimum 4 inches to 12 inches; roofing tile:
minimum 2½ inches to 12 inches; clay or concrete roofing
VI. TABLES
tile: minimum 4 inches to 12 inches. Wood shingles an
wood shakes must be pressure-impregnated with chemical
to obtain a Class Crating. [USC Section 1504 and Table
15-8-1, 15-8-2, and 15-D-J]
4. Weep Screed. A weep screed must be provided at th
foundation plate line for all weather-exposed exterior stu
walls finished on the exterior with stucco. [UBC Sectio
2506.5)
5. Basement Walls. Basement foundation walls belo~v grad
must be damp-proofed on the outside. [UBC Sectio
1402.4)
V. GENERAL
I. Attic Access. Attic areas over 30" high must be accessibl
by an opening not less than 22" x 30". With a furnace in th
attic, the opening must not be less than 30" x 30". [US<
Section I 505.1, UMC Section 319.3]
2. Shower Enclosures. Shower walls must be finished to
height of70" above the drain inlet with a smooth, hard, nor
absorbent surface. [UBC Section 807 .1.3)
3. Electric Meter Enclosure. Contact San Diego Gas l
Electric Company, Customer Extension Plannin
Department, for meter location. All wiring must comp!
with the 1993 National Electrical Code.
4. Smoke Detectors. In new construction, smoke detecto,
must receive their primary power from the building wirin
when such wiring is served from a commercial sourc,
Smoke detectors may be battery-operated when installed i
existing buildings, buildings without commercial power, c
building which undergo alterations, repairs or additior
regulated by UBC Section 310.9. In dwelling units,
detector shall b~ installed in each sleeping room an
centrally located in the corridor or area giving access t
each separate sleeping area, in each story and in tr
basement Where the ceiling height of a room open to tr
hallway serving the bedrooms exceeds that of the hallwz
by 24" or more, smoke detectors shall be installed in tl
hallway and the adjacent room. Detectors shall sound C
alann audible in all sleeping rooms. [USC Section 310.'
TABLE 18-1-D FOu-:-."D-HIO:-.S FOR STUD BEARING W ,\.LLS, l\lI:',I:\!Ui\l REQUIRE:'IIE:"\'TS'"
Number of Floors Supponed Thickness ofFoundation Wall (inches) Width of Footing Thickness of Footing Depth Below Undisturbed
by the Foundation' (inches) (inches) Ground Surface (inches)
Concrete Unit Masonry
I 6 6 12 6 12
2 8 8 15 7 18
3 10 10 18 8 24
.. .. '\\-here unusual cond1t1ons or frost cond1t1ons :ire found, lootmgs :ind loundat1ons shall be as required in Section 1806. I.
=1ne ground under the floor may be excavated to the elevation of the top of the footing.
'Interior stud be:iring 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 23-I-Q N.\IL~G SCHEDULE
co:-.'NECTION
I. Joist to sill or girder, toen:iil
2. Bridging to joist, toenail each end
3. I "x6" sub floor or less to each joist. face nail
4. Wider than I "x6" subfloor to each joist. face nail
s. 2" sub floor to joist or girder, blind and face nail
6. Sole plate to joist or blocking, typical face nail
Sole plate to joist or blocking, at braced wall panels
7. Top plate to stud, end nail
8. Stud to sole pl:i.te
9. Double studs, face nail
I 0. Doubled top plates, typic:il face nail
Doubled top plates, lap splice
11. Blocking between joists or raf\ers to top plate, toenail
12. Rim joist to top plate, toenail
IJ. Top plates, l:i.ps and intersections, face nail
14. Continuous he:i.der, two pieces
15. Ceiling joists to plate, toenail
16. Continuous header to stud, toenail
17. Ceiling joists. laps over partitions, face n:iil
18. Ceiling joists to parallel rafters, face n:iil
19. Rafter to plate, toenail
20. 1 • brace to each stud and plate, face nail
21. I "x8" sheathing or less to each bearing, face nail
22. Wider than I •xs• sheathing to each be:iring. face nail
23. Built-up comer studs
24. Built-up girder and beams ..
25. 2" planks
26.Wood structural panels and particleboard::
Sub floor, roof and wall sheathing (to framing):
~;· or less
9/32"-'/,·
•.1.·-1.
I V."-1¼"
Combination subfloor-underlayment (to fr:irning):
¾" and less
¼"-1"
11.lo"-1 '/,"
27. Panel siding (to framing):
½" or less
•;.•
28. Fiberboard sheathing:'
'I,"
25/32"
29. Interior paneling
'I•"
•;.•
NAILING1
J-8d
2-8d
2-8d
J-Sd
2-l6d
16d at 16" o.c.
J-l6d per 16"
2-16d
4-8d, toenail or 2-16d, end nail I
16d at 24 • o.c.
16d at 16" o.c.
8-16d
J-Sd I
8d at 6" o.c. I
2-16d !
16d at I 6" o.c. along each edge I
J-8d
4-8d
J-l6d
J-16d
3-8d
2-8d
2-8d
3-8d
16d at 24" o.c.
20d at 32" o.c. at top and bonom and staggered 2-20d at ends and at each splice
2-I 6d at each bearing
6d'
8d' or 6d5
8d'
!0d' or Sd'
6d'
8d5
I0d' or 8d5
6d'
8d'
No. 11 ga.'
6d'
No. !6ga.'
No. 11 ga.'
8d'
No. 16 ga.'
4d'0
4/96 CM
3 of 4
6d11
TA13LE 23-1-Q NAILL'\G SCHEDULE (CONTI:--.tlED)
'Common or box nails may be used except where otherwise stated.
:"Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at all supports where spans arc 48 inches or more. For nailing of woe
strUctural panel and particleboard diaphragms and shear walls, refer to Section 2J 14.J. Nails for wall sheathing may be common, box or casing.
'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 intem,ediate supports.
'Corrosion-resistant roofing.nails with 7/16-inch-diarneter head and I ½-inch length for ½-inch sheathing and I ¼-inch length for 25/32-inch sheathing conforming to ti
. requirementS of Section 232S. I • •
'Corrosion-resistant staples with nominal 7/16-inch crown and I ¼-inch length for ½-inch sheathing and 11/,-inch length for 25/32-inch sheathing conforming to ti
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 edge
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 23-1-S-1-ALLOWABLE SPANS A.ND LOADS FOR WOOD STRUCTURAL PANEL SHE.ATHll'iG M'D Sll'iGLE-FLOOR GRADE CONTINUOl
OVER nvo OR ;\!ORE SPA.~S WlTH STRENGTII AXIS PERPENDICULAR TO SUPPORTS'.l
Sheathing Grades Roof' Floor'
Panel Span Rating Panel Maximum Span (inches} Load' (pounds per sq.ft.) Maximum Span (inches)
Thickness (inches)
RooC,'Floor Span With Edge Without Edge Total Live Load
Support" Support Load
12/0 5116 12 12 40 30 0
16/0 5/16,>/4 16 16 40 30 0
20/0 5/16.¼ 20 20 40 30 0
24/0 ¼, 7/16,1/, 24 20' 40 30 0
24/16 7/16,½ 24 24 50 40 16
32/16 15/32,1/i.1/4 J2 28 40 30 161
40/20 19/32,1/4,¾,¼ 40 32 40 30 20 ...
48/24 23/32,¼,¼ 48 36 45 35 24
54/32 ¼.l 54 40 45 35 32
60/48 ¼.1.1¼ 60 48 45 35 48
Single-Floor Grades Roof' Floor'
Panel Span Rating Panel Thickness Maximum Span (inches} Load' (pounds per sq. ft.} Maximum Span (inches)
(inches} (inches)
With Edge Without Edge Total Live Load
Support' Support Load
16 oc 1/i.19/32,'/4 24 24 50 40 161
20 oc 19/32,"lo,¼ J2 43 40 JO 2ou
24 oc 23/32.¾ 48 36 35 25 24
32 oc •A, 1 48 40 50 40 32
48 oc 1 3/32, l¼ 60 48 50 50 48
'Applies to panels 24 inches or wader.
'Floor and roof sheathing conforming with th:s 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 be supported with blocking unless ¼-inch minimum thickness underlayment or I½ inches of appro·
cdlular or lightweight concrete is placed over the subfloor. or finish floor is '/4-inch wood strip. Allowable uniform load based on deflection of 1/360 of span is I 00 pou
per square foot (psf) except the -~pan rating of 48 inches on :enter is based on a total load of 65 psf.
'Allowable load at ma"Cimum 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 ½-inch panel, ma"Cimum span shall be 24 inches.
•~tay 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 11/, inches of cellular or lightweight concrete is applied over panels.
4/96CM
4 of 4
Carlsbad 97-3767
12/19/97
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3767
PREPARED BY: Mike Puckett DATE: 12/ 19/97
BUILDING ADDRESS: 2718 Unicornio St.
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA VALUATION VALUE
(ft. 2) MULTIPLIER ($)
Room Addition 216 94.00 21,168.00
Air Conditioning
Fire Sprinklers
TOTAL VALUE 21,168.00
■ 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 225.00
■ 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 146.25
Type of Review: D Complete Review D Structural Only D Hourly
D Repetitive Fee Applicable D Other:
Esgil Plan Review Fee: $ 117.00
Comments:
Sheet 1 of 1
macvalue.doc 5196
City of Carlsbad
• ¥i h· 1 i ,144; 111• 1 ·14 ·!¥i;;, ,t§ 0 I
BUILDING PLANCHECK CHECKLIST
DATE: I 2 -J q -'7 7 PLANCHECK NO.: CB q 7_ 3 7l 7
BUILDING ADDRESS: _,2=-1-----'{....;.8_----""lf?;_;__i_:_:;c'-'-o_r,1...:.;.;_o....,....,.. _____________ _
PROJECT DESCRIPTION: (2.e ,...ck 1 -aJ&\ ~ .. "" .
ASSESSOR'S PARCEL NUMBER: 21>· >£ d -9-f EST. VALUE:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure ~ontinued
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 ~ee e attached report of deficiencies
marked • □. ake necessary corrections to plans
or spec • s for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
By Ql,__I Date:
By: Date:
By: Date:
FOR OFFICIAL USE ONLY
~EERIN_? 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
Sewer Fee Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: David Rick
City of Carlsbad
Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
Phone: (619) 438-1161 , ext. 4324
CFO INFORMATION
Parcel Map No:
Lots:
Recordation:
Carlsbad Tract:
A-4
\\LASPALMAS\SYS\l._lBRARY\ENQ\WQRQ\POCS\CHKLST\Builthno Planchtck Cklsl BP0001 f orm PR doc ,
R•v 913197 2075 Las Palmas Dr.• Carlsbad, CA 92009-G576 • (619) 438-11 61 • FAX (619) 438-0894
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BUILDING PLANCHECK CHECKLIST
SITE PLAN
1. Provide a fully dimensioned site plan drawn to scale. Show:
✓ 1Y_ North Arrow
A. Existing & Proposed Structures
C. Existing Street Improvements
2. Show on site plan:
~Drainage Patterns
Property Lines
Easements ;.,-,.IY.; )rtui,,w' o,.; f~
Right-of-Way Width & Adjacent Streets
Driveway widths
1. Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
B. Existing & Proposed Slopes and Topography
3. Include on title sheet:
A Site address
B. Assessor's Parcel Number
C. Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
Project No. ________________________ _
4b. All conditions are in compliance. Date: __________ _
~~:~~AS\SYSIJ..IBRARY\ENG\WORO\OOCS\CHKLST\Buikiing Plancheck Cklst BP0001 Form OR.doc 2
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BUILDING PLANCHECK CHECKLIST
DEDICATION REQUIREMENTS
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 ½" 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:
\\l.ASPALMAS\SYS\LIBRARY\ENG\'NORO'DOCS\CHKLST\Building PtancheQ Cklsl BP0001 Form OR.doc
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BUILDING PLANCHECK CHECKLIST
6c. Enclosed please find your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Future Improvement Agreement completed by:
Date:
6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11.06.030 of the Municipal Code.
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.
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:
7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
7d . No Grading Permit required.
7e. If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
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:
~~=~~~AS\SYS\LlBRARY'\ENG\WORD\OOCS\CHKLST\Building Plancheck Cklst BP0001 Fonn OR.doc 4
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BUILDING PLANCHECK CHECKLIST
9. A SEWER PERMIT is required concurrent with the building permit issuance. The
fee is noted in the fees section on the following page.
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:
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.
12. O ~-equired fees are attached
IJ"'No fees required
13. Additional Comments:
\\LASPALMAS\SYS\LIBRARY\ENG\WORO\OOCS\CHKLST\Buildk,g Planchecit Ck1SI BP0001 Fonn OR.doc 5 Rev. 9/3/97 •
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PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check }? =11-) '7h}
Planner 61..:-'ib_ ?lt< Address )_ J/fl {Jr'(c r}(l!lo >W-
Phone (619) 438-1161 , extension '-I J:::r&
A PN: 2 1 -2 _) u -~ '1
Type of Project and Use: ~~ Project Density: ______ _,__ __
Zoning: (I-( General Plan: Je U1 Facilities Management Zone: ___ {; __ _
CFD lin/W __ Date of participation: Remaining net dev acres: Circl~ -------
(For non-residential development: Type of land used created by
this permit: ____________________ )
Legend: ~ Item Complete (QJ Item Incomplete -Needs your action
Environmental Review Required: YES __ NO /6.L TYPE ___ _
DATE OF COMPLETION:_______ ~
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required: YES NO Y TYPE----
APPROVAL/RESO. NO. _____ DATE ___ _
PROJECT NO. _______ _
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
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? YES NO
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Requiredn (at minimum
Floor Plans).
2) Complete Coastal Permit Determination Log as needed.
lnclusionary Housing Fee required: YES NO
(Effective date of lncluaionary Housing Ordinance • May 21, 1993.)
Data Entry Completed? YES NO
(Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount (See fee schedule tor amount); Return)
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 and assessor's parcel number.
Zoning:
1. Setbacks:
Front: '.. Required .-z c)
Interior Side: Required g
Street Side: Required -Rear: Required /6 •
Accessory structure setbacks:
Front: Required -------Interior Side: Required -------Street Side: Required -------Rear: Required -------Structure separation: Required ______ _
~ D D 3. Lot Coverage:
~-□ □ 4. Height:
ITI1 D D 5. Parking:
j-C(u i Required _......::;;___.:..,.
Required _.......;;. ____ _ L--;01 --
7---Spaces Required ______ _ ---Guest Spaces Required -------
Shown 2<
Shown
Shown -
Shown 7 /{-/
Shown
Shown
Shown
Shown
Shown
Shown LCfoi
I
Shown LJO ~
Sh~w:L
Shown -
□ D D Additional Comments. _______________________ _
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER