HomeMy WebLinkAbout2906 CORTE CELESTE; ; CB982235; PermitBUILDING
08/11/98 1U36
Page 1 of 1
Job flddress* 2906 CORTE CELESTE
Permit Type* PRTIO/DECK
Parcel No '• 255-146-53-00
Valuations 3.248
Occupancy Group' Referenced
Description* ENCLOSED PflTIO 448 SF .
: NON HftBITftBLE SPftCE
fippl/Ownr « nflTHIS DENNIS
3351 UENftDO STREET
CflRLSBflD Cft 92009
*«* Fees Required *«*
PERMIT
Suite*
Lot#«
-TV
Permit Nos CB98Z21r;
Project Nos 09802958
Development No«
760 436-3435
flpplied' 07/14/98
flpr/Issue* 08/11/98
Entered Bys JM
Credits
Fees!
fid lustrnents'
Total Fees'
Fee description
Bu i 1 ding Perroi t
Plan Check
Strong MotVdn Fee
* BUILDING TOTflL
00
40.00
62.00
Ext fee Data
61 .00
40 00
1 00
102 00
*«*
<NSP.
CITY OF CARLSBAD
207S Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161
!.-, .•*?!
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr, Carlsbad CA 92009
(760)438-1161
FOR OFFICE USE ONLY
PLAN CHECK NO
EST VAL
Plan Ck Deposit
Validated By_
Date
Address (include Bldg/Suite #)Business Name (at this address)
Legal Description Lot No Subdivision Name/Number
MAP IJOIQ
Unit No Phase No Total tt of units
40-00
Description of Work
EUC.U&ev> pftrto Co\j€t£
CONTACT PERSON (if different from applicant)
Name Address City
f~l AgenFfor Contractor - D Owner n.-QiAgenrfor Owner -!!~!'
State/Zip Telephone tt ax tt
Name
4rs" PROPERTYJOWNERRAuPV
Address City State/Zip Telephone #
State/Zip TelephomName
Fr^'CbTIfRACTpR COMPANYnNAME;:
(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 1hat 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 tt
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name
State License #
Address City State/Zip Telephone
Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
Q 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
|~1 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 [$100] OR LESS)
S^ CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit i issued I shall not employ any person in any manner so as
to become subject to the Workers Compensation Laws of California
WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($ 100 OOP) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code mtere^and attorney s fees
SIGNATURED I ^^T" ( \AA <— I DATE "7 ~
NERBUILDERDECUVRATIONifc..,,.,^;!1 ,5irT" :sf*' "^ '?*" ;f: ,:"»:i" :'if" ' "» "u^, ,. ^N* '..^ '::
I hereby affirm that I am exempt from the Contractor s License Law for the following reason
[] 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)
l~l 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)
n 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 QNO
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 / phone number / type
of work)
PROPERTY OWNER SIGNATURE DATE
NO
COMPLETE THIS SECTION FOR/VO/V-fffS«>£W7Mi BUILDING PERMITS ONLY^-a ,,;\Sg • Aff'" .......lij^ JF ' .3T :(„ m£...' „. jl J
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? fj YES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~] YES
Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? d YES fj N°
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
a™ 'cjQNsl!ul:gpNL 3pT" .,.„ JIT ..JT ~f 5p: '"'' "•"" '"i: : 2 "• %.. :pk- :"" ":«;,„
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code)
LENDER S NAME LENDER S ADDRESS
i9 MAPPJLiCANTieERTIFjICATION , v'l., ^"'" .:.. . .'•-.: '•'- - '. iJ. ,'..>..:, .71 " "...." ...... """. •'•'.'
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 this 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 thework is commenced for a period of 1 80 days (Section 106 4 4 Uniform Building Code)
APPLICANT S SIGNATURE DATE
WHITE File YELLOW Applicant PINK Finance
DATE */Wft INSPECTOR
PERMIT #
JOB ADDRESS
DESCRIPTION
CODE DESCRIPTION
PLAN CHECK #
ACT COMMENTS
K^7
UNSCHEDULED BUILDING INSPECTION
DATE
PERMIT #T"
INSPECTOR
PLAN CHECK*
JOB ADDRESS
DESCRIPTION
TIME ARRIVE TIME
CODE DESCRIPTION ACT COMMENTS
n
fir
UNSCHEDULED BUILDING INSPECTION
DATE
PERMIT #
INSPECTOR
PLAN CHECK*
JOB ADDRESS
DESCRIPTION
TIME ARRIVE TIME
CODE DESCRIPTION ACT COMMENTS
60
EsGil Corporation
PLAN REVIEWER
FILE
In 'Partnership with government for 'Bu.ihting Safety
DATE 8/6/98
JURISDICTION Carlsbad
PLAN CHECK NO 98-2235 SET II
PROJECT ADDRESS 2906 Corte Celeste
PROJECT NAME Johnson Enclosed Patio
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 | 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 Glenn Eady In person plan review
Date contacted (by ) Fax #
Mail Telephone Fax In Person
REMARKS
By Mike Puckett
Esgil Corporation
D GA D CM D EJ
Enclosures
PC log trnsmtl dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 •* (619)560-1468 + Fax (619) 560-1576
EsGil Corporation
In Partnership witfi. government for 'BuiUny Safety
DATE 7/29/98 a APPLICANT
JURj]
JURISDICTION Carlsbad Q PLAN REVIEWER
Q FILE
PLAN CHECK NO 98-2235 SET I
PROJECT ADDRESS 2906 Corte Celeste
PROJECT NAME Johnson Enclosed Patio
[ | 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
H The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
I I 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
Dennis Mathis
3351 Venado St Carlsbad, Ca 92009
H Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed
I I 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 7/16/98 tmsmUdot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619)560-1468 + Fax (619) 560-1576
Carlsbad 98-2235
7/29/98
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AMD DUPLEXES
PLAN CHECK NO 98-2235 JURISDICTION Carlsbad
PROJECT ADDRESS 2906 Corte Celeste
FLOOR AREA 448sf Enclosed Patio STORIES 1
REMARKS
DATE PLANS RECEIVED BY
JURISDICTION 7/14/98
DATE INITIAL PLAN REVIEW
COMPLETED 7/29/98
HEIGHT
DATE PLANS RECEIVED BY
ESGIL CORPORATION 7/16/98
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 Cleatance 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
LISTNO 1 GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994UBC) r3forwdot
Carlsbad 98-2235
7/29/98
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 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 show or note that smoke detectors will be installed in all existing bedrooms
and the hallways leading to the bedrooms
4 Please show the receptacles at the enclosed patio to be waterproof as well as the
GFCI protected shown
5 Please show the interior finish if any Note, the interior finish must be as for an
exterior wall covering Are the rafter joists to receive finish?
6 Please show the clear interior height of the enclosure on the cross section Show
the total height of the structure at roof The total height may not exceed 12'-0"
Appendix Chapter 31 UBC
7 Please show the PAHD's on the foundation plan Please add note that a minimum of
two anchor bolts shall be installed between the hold down devices
8 Please show metal strap ties at the new and existing top plates
Carlsbad 98-2235
7/29/98
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 Q No a
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
City of San Diego
Development Services Department
Plan Review Division
Permit Center • 1222 First Avenue • MS-401
San Diego, CA 92101
(619)236-6250
Building Newsletter 31-1
Patio Covers
Interpretations of State and Local Building Codes
~'~ 1994 Uniform Building Code Chapters!
Revision Date January 1996
bnl 49-01/31-01
Page 1 of 3
I Patio Cover Limitations and Requirements
A. Patio covers, as permitted by Chapter 31, Division III
of the Appendix to the current edition of the Uniform
Building Code, have certain limitations
1 They are not designed or intended to be used as
room additions which require compliance with
Code provisions such as waterproofing, heating,
and normal live and wind loads Since patio covers
are not necessarily waterproof, the Development
Services Department should be consulted regard-
ing any improvements, particularly those per-
taining to electrical work
2 Patio covers, moreover, cannot always be con-
verted to complying room additions The Develop-
ment Services Department should be contacted
prior to the anticipated conversion to review the
proposed work and advise on the legality thereof
B Sections 3116 and 3118 of the Appendix to the UBC
specify that patio covers are roofed structures and
must meet certain requirements Patio covers
i1 Are one story structures
2 May not exceed twelve feet in height ' -
3 Require a minimum, distance of six feet eight
inches from floor to soffit of supporting member
4 Are required to have an open area not to be
covered with'any'mafenal except"
Rgure 1/Patio cover with three sides open
a Insect screening with mesh not finer than one-
sixteenth inch by one-sixteenth inch, or
b Readily removable translucent or transparent
flexible plastic not more than one-eighth inch in
thickness
5 M ay be detached or attached to other buildings as
accessories to Group U, Group R, Division 3 or
single units in Group R, Division 1 Occupancies
6 May be used only for recreational or outdoor living
purposes, not as habitable rooms, carports, ga-
rages, or storage rooms ' - ' >
7 Must meet structural requirements as specified
in Sections 3117 and 3119 i ..... ' !;" .
8 Must meet the requirements of Table No 5-Afor
wall and opening protection based on location on
property for a Group R, Division 3 Occupancy
9 May have enclosure walls of any configuration,
provided the open area of the longer wall and one
additional wall is equal to at least 65 percent of
the area below a minimum of six feet eight niches
of each wall, measured from the floor .1, ^ -
II Examples -' - * "• " ;.. -'^"V *-""!-."'.'_!.'.
The following examples are intended to show, how
Chapter 31 of the Appendixto the current UBC applies
to typical patio cover layouts ' . ~£-f ; -- ,
A. A patio cover with three sides open must
,_ have open area provided on the longer side
"and one other side for a total of not less
" than 65 percent of the area of its longer
side plus one additional side as shown in
Figure 1 The height of wall to be used in
calculations shall be six feet eight inches
The remaining area may be of solid mate-
rial and/or sliding glass doors^ See Section
II, Item F for computation of required open
area -
Only insect screening or removable
plastic screening is permitted in required
open area, sliding glass doors are not per-
mitted in required open areas
B A patio cover with two adj acent sides open
must have open area provided on the longer
side and, if necessary, the shorter side for
a total of not less than 65 percent of the
area of the longer side plus the shorter side
as shown in Figure 2 The height of wall to
This information is available in alternative formats for persons with disabilities
To request this information in alternative format, call (619) 236-7703 or (800) 735-2929 (TT)
January 1996 City of San Diego Development Services Department • Building Newsletter 31-1 Page 3 of 3
Figure 5/Patio cover with one side and a portion of a second side open
F Figure 6 illustrates computation of open area for a
patio cover
Question
Does the patio cover shown in Figure Shave sufficient
open area'
Answer ~~
Required open area
= 65% of 15' and 20' walls for a height of 6'-8"
(even though wall exceeds this 6'-8" minimum
height)
= 065x(20>+15')x(666')
= 152 sq ft required
Open area of longer side
= 70m xV12x (20-6-1-1) ft
= 70 sq ft
Note Area of sliding glass door is not included,
Open area of shorter side
= 70m xVjjXdS-Vj-V.pft
= 82 sq ft
Total open area provided
= 70 sq ft + 82 sq ft
= 152 sq ft
Required open space is 152 sq ft, therefore, suffi-
cient open area is provided
Figure 6/Example
Sliding glass door(Note that the area of slidingglass door is not included)
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 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
18066]
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
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]
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 128]
6 Double Joists Floor joists must be double under bearing
partnions running parallel with the joists [UBC Section
2326 8 5]
7 Rafter Purlin Braces Purlin braces shall be not less than
45 dc grees 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 top
plate of interior non-beanng partitions and bottom chord of
trusses
10 Top Plate. Provide double top plate with minimum 48" lap
splice [UBC Section 2326 11 2]
11 Nailing failing-shall be in compliance with UBC Table
23-1 Q A copy of this table is reproduced on page 4
12 Fire Blocks Fire blocks must be provided for walls at
ceilings, floor levels and concealed spaces at 10' o c
horizontally [UBC Section 708 2 1]
13 Studs In one and two story buildings, studs for exterior
walls and interior bearing walls must be not less than 2"x4"
at 16" o c Studs for interior non-bearing partitions may be
2"x3" at 16" o c Studs 2" to 4" thick, 2" to 4" wide and noi
more than 8 feet long must be "stud grade" Douglas fu
Larch or better when supporting not more than one flooi
and a roof Studs for beaaring walls must not exceed 8 fee
in height [UBC Section 2326 111, Table 23-I-R-3]
14 Laminated Wood An AITC Certificate of Conformant
for glued laminated wood members must be given to th<
CM
1 of
Building 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 21 -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. ROOFLNG AND WEATHERPROOFING
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 inches to 12 inches, wood
shakes minimum 4 inches to 12 inches, roofing tile
minimum 2Yi 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 obiain a Class C rating [UBC Section 1504 and Tables
15-B 1, 15-B-2,andl5-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 AttH 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 walls must be finished to i
height of 70" above the drain inlet with a smooth, hard, non-
absorbent surface [UBC Section 807 1 3]
3 Ele< trie Meter Enclosure Contact San Diego Gas &
Electric Company, Customer Extension Planning
Department, for meter location All wiring must compl;
with the 1993 National Electrical Code
4 Smoke Detectors In new construction, smoke detector
must receive their primary power from the building wirin.
when such wiring is served from a commercial source
Smoke detectors may be battery-operated when installed i
existing buildings, buildings without commercial power, c
building which undergo alterations, repairs or addition
regulated by UBC Section 3109 In dwelling units,
detector shall be installed in each sleeping room an
centrally located in the corridor or area giving access 1
each separate sleeping area, in each story and in tr
basement Where the ceiling height of a room open to tf
hallway serving the bedrooms exceeds that of the hallwe
by 24" or more, smoke detectors shall be installed in tl
hallway and the adjacent room Detectors shall sound i
alarm audible in all sleeping rooms [UBC Section 310'
TABLE I8-I-D FOUNDATIONS FOR STUD BEARING WALLS, MIMMUM REQUIREMENTS1-"
Number of Floors Supported
by ihe Foundation*
I
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
"The 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 H
TABLE 23 I Q NAILING SCHEDULE
CONNECTION NAILING1
1 Joist to sill of girder, toenail 3 8d
2 Bridging to joist, toenail each end 2 Sd
3 I*x6" subfloor or less to each joist, face nail 2-8d
4 Wider than I"x6" subfloor to each joist, face nail 3-8d
5 2* 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
16datl6'oc
3-16dper 16"
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"oc
10 Doubled top plates, typical face nail
Doubled top plates, lap splice
I6datl6"oc
8-16d
11 Blocking between joists or rafters to top plate, toenail 3-8d
12 Rim joist to top plate, toenail Sd at 6' o c
13 Top plates, laps and intersections face nail 2-16d
14 Continuous header, two pieces 16dat 16'oc along each edge
15 Ceiling joists to plate, toenail 3-8d
16 Continuous header to stud, toenail 4-8d
17 Ceiling joists taps over partitions, face nail 3-16d
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 1 "x8* sheathing or less to each bearing, face nail 2-8d
22 Wider than I*x8* sheathing to each bearing face nail 3-Sd
23 Built-up comer studs 16dat24"oc
24 Built-up girder and beams 20d at 32" o c it 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)
«/V or less
9/32--V,"
I KM1/.'
Combination subfloor-underlayment (to framing)
'/." and less
IKMW
6dJ
8d' or 6d5
8dJ
lOd'orSd5
6d«
8dJ
lOd'orSd'
27 Panel siding (to framing)
'/."or less
W
6d'
8d*
28 Fiberboard sheathing'
V?
25/32"
No 11 ga.1
6d4
No 16ga.'
No llga-'
8d'
No 16ga.*
29 Interior panel ing
6d"
4/96 CM
1 ABLE 23 I Q NAILING SCHEDULE (CONTINUED)
'Common or box nails may be used except \\here otherwise stated
Vails spaced at 6 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 panicleboard diaphragms and shear walls, refer to Section 23143 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-mch-diameter head and I'/j-inch length for'/j-inch sheathing and IV. inch length for 25/32-inch sheathing conforming to the
requirements of Section 2325 1
'Corrosion-resistant staples with nominal 7/16-inch crown and lV4-inch length for '/j-mch 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 SUPPORTS1-1
Sheathing Grades
Panel Span Rating
RooDTloor Span
12/0
1670
20/0
24/0
24/16
32/16
40/20
4&74
54/32
60/48
Panel
Thickness (inches)
5/16
5/16%
5/16%
ttj/ie,1/:
7/16 '/,
15/32'/J,«/4
19/32 «/4,'/4 %
23/32 '/,.%
%.!
%.! 1%
Single-Floor Grades
Panel Span Rating
(Inches)
16 oc
20 oc
24 oc
32 oc
48 oc
Panel Thickness
(inches)
VU9/32%
19/32%J/4
23/32 V.
%,!
13/32 I VI
Roof1
Maximum Span (inches)
With Edge
Support?
12
16
20
24
24
32
40
48
54
60
Without Edge
Support
12
16
20
207
24
28
32
36
40
48
Load1 (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
Roof*
Maximum Span (inches)
With Edge
Support*
24
32
48
48
60
Without Edge
Support
24
43
36
40
48
Load5 (pounds per sq ft.)
Total
Load
50
40
35
50
50
Live Load
40
30
2i
40
50
Floor4
Maximum Span (inches)
0
0
0
0
16
16*
20"
24
32
48
Floor*
Maximum Span (inches)
16«
20"
24
32
43
'Applies to panels 24 inches or wider
•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 Vi-inch minimum thickness underlayment or l'/j inches of appro\ei
cellular or lightweight concrete is placed over the subfloor or finish floor is V, inch wood strip Allowable uniform load based on deflection of 1/360 of span is 100 pound
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 o
other Only lumber blocking shall satisfy blocked diaphragms requirements
'For Vj-mch panel, maximum span shall be 24 inches
'May be 24 inches on center where V> inch wood strip flooring is installed at right angles to joist
*May be 24 inches on center for floors where l'/j inches of cellular or lightweight concrete is applied over panels
4/96CM
Carlsbad 98-2235
7/29/98
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad
PREPARED BY Mike Puckett
BUILDING ADDRESS 2906 Corte Celeste
BUILDING OCCUPANCY R3
PLAN CHECK NO 98-2235
DATE 7/29/98
TYPE OF CONSTRUCTION VN
BUILDING PORTION
Enclosed Patio
Air Conditioning
Fire Sprinklers
TOTAL VALUE
BUILDING AREA
(ft2)
448
VALUATION
MULTIPLIER
1075
VALUE
($)
4,81600
4,81600
• 1994 UBC Building Permit Fee D Bldg Permit Fee by ordinance $ 69 83
• 1994 UBC Plan Check Fee D Plan Check Fee by ordinance $ 4539
Type of Review n Complete Review Q Structural Only [H Hourly
EH Repetitive Fee Applicable O Other
Esgil Plan Review Fee $ 36 31
Comments
Sheet 1 of 1
macvalue doc 5196
!
v)
D
D
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No CB
Planner
APN
VAN LYNCH
Address
Phone (619) 438-1161, extension 4325
Type of Project & Use
Zoning r£- General Plan
Net Project Density _i
Facilities Management Zone
DU/AC
CFD fm/niit» #_
Circle One
.Date of participation Remaining net dev acres
(For non-residential development Type of land used created by
this permit )
Leoend /\ Item Complete Item Incomplete - Needs your action
Environmental Review Required YES NO (X TYPE
DATE OF COMPLETION
Compliance with conditions of approval7 If not, state conditions which require action
Conditions of Approval
Discretionary Action Required
APPROVAL/RESO NO
PROJECT NO
YES NO K TYPE
DATE
OTHER RELATED CASES
Compliance with conditions or approval7 If not, state conditions which require action
Conditions of Approval
I I Coastal Zone Assessment/Compliance
Project site located in Coastal Zone7 YES NO
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 completed7
If NO, complete Coastal Permit Determination Form now
Coastal Permit Determination Log #
YES 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
D Inclusionary Housing Fee required YES NO ^
(Effective date of Inclusionary Housing Ordinance May 21 1993)
Data Entry Completed? YES NO
(Enter CB # UACT NEXT12 Construct housing Y/N Enter Fee Amount (See fee schedule for 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
[ [ [ j 2 Provide legal description of property and assessor's parcel number
flr
/
X
Zoning
] | | 1 Setbacks
Front
Interior Side
Street Side
Rear
2 Accessory structure
Front
Interio
Street
Rear
Struct
| | 3 Lot Co
r Side
Side
Lire separation
verage Q./C
Required
Required r'6°
r\ jKequireo - • •
Required /-) '
setbacks
Required
Required /
Required /
Required /
Required
Required
Shown
Shown -T '6 " (^n **,
Shown
Shown •+- V0 '
Shown ,
Shown /
Shown /
Shown /
Shown '
Shown
4 Height Required Shown
n
5 Parking c^ Spaces Required
Guest Spaces Required
Additional Comments _
Shown
Shown
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE --