HomeMy WebLinkAbout2714 FERNGLEN RD; ; CB980702; PermitBUILDING PERMIT Permit No: CB980702
04/21/98 11:47 Project No: A9800913
Page 1 of 1 Development No:
Job Address: 2714 FERNGLEN RD Suite:
Permit Type: RESIDENTAL ADD/ALT 6260 04/21/98 0001 01 02
Parcel No: 156-331-18-00 Lot#: C-PRMT 359.00
Valuation: 25,480 Construction Type: VN
Occupancy Group: Reference#: Status: ISSUED
Description: ADD 260 SF IN BASEMENT AREA Applied: 03/06/98
Apr/Issue: 04/21/98
Entered By: RMA
Appl/Ownr : KENPURDY 760 730-3601
2722 FERNGLEN RD
CARLSBAD CA 92008
*** Fees Required *** - Fes-Collected & Credits
---
-,, Fees: 522.90 c •(;)
Adjustments: 0'.' " Tot 1Cr its: .00
Total Fees: 5w'. 00 Total P mert; \ 163.00
/ BaancjDue: \ 359.00
Fee description / ' '... / Uñits\ Fee/LJrt Ext fee Data
-------------------------/----------------- ,-
Building Permit / .'--) / \ 251.00
Plan Check 163.00
Strong Motion Fee 3.00
* BUILDING TOTAL \_4 ,/' 417.00
Enter "Y " for Plumbing l eee1\ I 20.00 Y
Each Plumbing Fixture or Trap -j/j / 'j 7.00 21.00
Each Building Sewer \,, / 1fr' I 15.00 15.00
Each Install/Repair cater Li're ,1 7.0U/ 7.00
Enter 'NY" for Electric isLe Fe j > / / 10.00 Y
Enter 'Y, for Remodel" ,'- N / •-\ / 10.00 y
Enter 'Y' for MechanicaL i. ;ix)F __\\j / 15.00 Y
Each Exhaust Fan .50 6.50
0 0
L FINA ARQVAL
INSP'I- DATE t/1t1
CLEARANCE_
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
Assessor's Parcel #
'p D -
Description of Work
Use Use 01
SQ. FT. #of Stories # i Bedrooms # of Bat—Rooms.—
PERMIT APPLICATION •
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
1. PR0JECT.iNFORMATiON -
FOR OFFICE USE
PLAN CHECK NO
EST.VAL.
Plan Ck. Deposit -
Business Name (at this address) - - Address (include Bldg/Suite #1 (2.. ' (Atc ''k1 TCT 77 — # Legal Description - - Lot No. "S'ubdivision Name/Number
L2' cdisITAdiPRSON(ifrdjfferent from applicantl
Name Address City State/Zip T&ephone # - - Fax #lbo .13 37 3 JPPLIdAN,T 0 Contractor []e Agent for Contractor D Owner 'Agem foiOwner
NanA I - / Address -. -. Cit' State/Zip Telephone #632_
4 PROPERTY OWNER
CJ tAW(r !::?1
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
lChapter 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 ($5001).
Name Address City State/Zip Telephone #
State License # - License Class City Business License # --- - -
Designer Name - I F - 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: C3 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.
0 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 ($1001 OR LESS) C] 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 coat 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:
0 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
~~I,
k himself or through his own employees, provided that such Improvements are not intended or offered for sale. If, however, the building or Improvement is
in 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).
s 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).
0 I am exempt under Section Business and Professions Code for this reason:
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES NO
have not) Signed an application for a building permit for the proposed work.
I have con e&ith the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
I plan to provide portions of the work, but l,have hired the following person to coordinate, supervise and provide the major work (include name / address /phone number / contractors license number):
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 I type of work): T"0—
PROPERTY OWNER SIGNATURE i.jJ LA)J-Y- _- DATE 121 Jg'
COMP.,LIETE..,:,THISktSECTION FOR NON..RESIthIITIAL BUILDING PE9MS 0ILY
Is the applicant or future building occupant required to submit a busiess 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 0 NO
Is the applicanvor future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. ONSTflt!IONiE4PNGj/GENCY
I hereby affirm that there is a,onstruction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME PA LENDER'S ADDRESS_____________________________________________________ 9...... APP LICANT.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 Cite' 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 taOfficial 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 c ithin 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 w ad for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE 7'$ €
WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB980702 FOR 11/20/98
DESCRIPTION: ADD 260 SF IN BASEMENT AREA
JOB ADDRESS: 2714 FERNGLEN RD
APPLICANT: KEN PURDY PHONE:
CONTRACTOR: PHONE:
OWNER: PHONE:
INSPECTOR AREA PY
PLANCK# CB980702
0CC GRP
CONSTR. TYPE VN
STE: LOT:
760 730-3601
REMARKS: C/TOM/720-9548 INSPECTOR
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
071098 Interior Lath/Drywall PA PY NEED SEPARATION AT GARAGE
070298 Rough Combo AP PY
062598 Grout AP PY WATER PROOF WALL& INSTL DRAIN
062298 Ftg/Foundation/Piers AP PY
062298 Underground/Under Floor AP PY
EsGiI Corporation
In Partnership with Government for Building Safety
DATE: 4/15/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-702
PROJECT ADDRESS: 2714 Fernglen Rd.
SET: II
U APPLICANT
7JU RIS.
U PLAN REVIEWER
U FILE
PROJECT NAME: Wang Interior Remodel/Add Bath and Bedroom
LI 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.
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:
U Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: Fax #:
Mail Telephone Fax In Person
U REMARKS:—RWas—e_h—ame--tbgAEdmtectstaWseaI and sign all sheets of the Owner and
City SeLL lans.All&seL.
0
By: Mike Puckett Enclosures:
Esgil Corporation
D GA El CM 1J EJ LI Pc 4/7/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 6 San Diego, California 92123 6 (619) 560-1468 6 Fax (619) 560-1576
lfg 7j Z,,
-0, ( Qu"L 3'5a ô
EsGil Corporation
In Partnership with Government for Bui[1ing Safety
DATE: 3/16/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-702
PROJECT ADDRESS: 2714 Fernglen Rd.
SET: I
U APPLICANT
JU RI S.
U PLAN REVIEWER
U FILE
PROJECT NAME: Wang Interior Remodel/Add Bath and Bedroom
II The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
El 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.
Elli The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
U The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
U The applicant's copy of the check list has been sent to:
Ken Purdy
2722 Fernglen Rd. Carlsbad, Ca. 92008
U Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed.
Lii 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
III REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
U GA U CM U EJ U Pc 3/9/98 trnsmtLdot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576
Carlsbad 98-702
3/16/98
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PPLAN CHECK NO.: 98-702 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2714 Fernglen Rd.
FLOOR AREA: 260sf Rm Add STORIES: 2
HEIGHT:
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 3/6/98
DATE INITIAL PLAN REVIEW
COMPLETED: 3/16/98
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 3/9/98
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 98-702
3/16/98
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:
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.
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. Specify on the Title Sheet of the plans the gross floor area of each element of this
project. Section 106.3.3.
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.
Please fully dimension all rooms of the proposed floor plan as well as all landings at
doors. Please show height of landing above the adjacent floor for step height.
Please show the use of the new room adjacent to the bath and stairs.
Please provide a plot plan showing the footprint of the existing dwelling and
setbacks to property lines for plan review of new openings in exterior wall.
Please show an elevation of the wall with the new opening for the egress window in
the proposed bedroom to verify egress requirements.
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.
In the basement, if part of the dwelling unit.
In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling
height 24 inches or more above the ceiling height in the hallway.
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit.
Section 310.9.1. Please show wired smoke detectors at the ceiling of the new
stair well giving access to the proposed bedroom.
Carlsbad 98-702
3/16/98
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. Please add note to the plans that Smoke Detectors will be
installed in all existing bedrooms and the hallways leading to the bedrooms.
Dimension on the plans 30" clear width for water closet compartments and 24"
clearance in front of water closet. Section 2904.
Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2.
Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10
occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9"
minimum.
Minimum headroom is 6'-8".
Minimum width is 36".
12. Handrails:
Handrails are required on each side of stairways. Stairways less than 44" wide or
stairways serving one dwelling unit may have one handrail (if not open on both
sides).
Private stairways (1 tenant) need only have a handrail on one side if 30" or less in
height.
Stairways having less than four risers and serving one individual dwelling unit need
not have handrails.
Handrails and extensions shall be 34" to 38" above nosing of treads and be
continuous.
Except for private stairways, at least one rail shall extend 12" beyond top and
bottom risers.
All stairs shall have handrails terminating in a newel or safety post. Section 1006.9.
The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more
than 2 inches in cross-sectional dimension. Handrails projecting from walls shall
have at least 1-1/2 inches between the wall and the handrail. Section 1006.9.
Every stairway landing shall have a dimension, measured in the direction of travel,
at least equal to the stairway width. If a door occurs at the landing, such dimension
need not exceed 36 inches. Sections 1006.7 and 1004.10.
Garage requires one-hour fire protection on the garage side of walls and ceiling
common to the dwelling. Table 3-13, Section 302.4. Please show the protection of
5/8 type x drywall on the plans to define the separation between the
occupancies.
Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for
openings between garage and dwelling. Section 302.4.
Carlsbad 98-702
3/16/98
Specify size, l.C.B.O. number and manufacturer of power driven pins and expansion
anchors. Section 1701.7.
Please show a minimum 36" landing at least as wide as the door added to the
garage on the outside.
FRAMING
Please attach the accompanying Minimum Construction Specifications to the plans.
On interior wall cross section show size and spacing of the studs.
MECHANICAL (UNIFORM MECHANICAL CODE)
Please show the size, type and manufacturer of the proposed wall heater. Is it a
direct vent model?
Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree
elbows. UMC, Section 504.3.2.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
Please show the bathroom receptacle to be GFCI protected.
Please show a switch inside at new garage door and show an exterior light
at the door controlled by the switch.
Please show a three way switch and light in the stair enclosure. Light must be
controlled at top and the bottom.
PLUMBING (UNIFORM PLUMBING CODE)
Provide a note on the plans: In showers and tub-shower combinations, control
valves must be pressure balanced or thermostatic mixing valves. UPC Section
410.7
ENERGY CONSERVATION
Provide plans, calculations and worksheets to show compliance with current energy
standards.
The regulations require a properly completed and properly signed Form CF-lR 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.
Carlsbad 98-702
3/16/98
All energy items shown on the plans must be in agreement with the information
shown on the properly completed Form CF-R.
Specify on the building plans all of the mandatory energy conservation requirements
as listed on the enclosure titled, "Mandatory Measures Checklist".
Show the make, model, type and efficiency of the space heating (or cooling) system.
Provide fluorescent general lighting (40 lumens per watt minimum) in bathrooms.
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:
YesU No U
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 to the 1994 edition of the UBC
I. FOUNDATION AND UNDERFLOOR
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.
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]
Concrete Slabs. Slabs on grade must be at least 3 1/2"
thick. [UBC Section 19241
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]
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 112" 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]
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].
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].
H. WOOD FRAMING
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.)
Wail 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 lx 4 diagonal let-in braces or
equivalent. [UBC Section 2326.11.3, 2326.11.4, Table 23-
I-W].
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].
Blocking. Provide blocking at ends and at supports of floor
joists, and for rafters at exterior walls. [UBC Section
2326.8.6].
Roof Blocking. Provide 2" full depth solid blocking at
ridge line and at exterior walls on trussed roofs. [UBC
Section 2326.12.8].
Double Joists. Floor joists must be double under bearing
partitions running parallel with the joists. [UBC Section
2326.8.5].
Rafter Purlin Braces. Purlin braces shall be not less than
45 degrees to the horizontal. [UBC Section 2326.12.7].
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].
Clearance. Provide 112" minimum clearances between top
plate of interior non-bearing partitions and bottom chord of
trusses.
Top Plate. Provide double top plate with minimum 48" lap
splice. [UBC Section 2326.11.2].
Nailing; t4ai1i±igshall be in compliance with UBC Table
23-I-Q. A copy of this table is reproduced on page 4.
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].
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 no
more than 8 feet long must be "stud grade" Douglas fu
Larch or better when supporting not more than one 1100:
and a roof. Studs for beaaring walls must not exceed S fee
in height; [UBC Section 2326.11.1, Table 23-I-R-3].
Laminated Wood. An AITC Certificate of ConformanC
for glued laminated wood members must be given to th
4/96 CM
I of 4
Building Inspector prior to their installation. [UBC Section
2305].
HI. GENERAL MATERIAL SPECIFICATIONS.
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 I part plastic
cement to 2 1/4 to 3 parts sand. [UBC Table 21-A, UBC
Standard 21-15]
Grout Mix. The mix for the grout may be: I part Portland
cement, 3 parts sand, 1/10 part hydrated lime or lime putty,
I 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]
Masonry. The masonry units must comply with ASTM
Spec. C90-75, Grade N for hollow unit concrete blocks.
[UBC Standard 21-4]
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 WEATHERPROOFING.
Wood Siding. All wood siding must be placed over an
approved, weather-resistive barrier. [UBC Section 1402.1]
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]
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 2V2 inches to 12 inches; clay or concrete roofing
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-1, 15-8-2, and 15-D-1]
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]
Basement Walls. Basement foundation walls below grade
must be damp-proofed on the outside. [UBC Section
1402.4]
V. GENERAL
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]
Shower Enclosures. Shower walls must be finished to a
height of 70" above the drain inlet with a smooth, hard, non-
absorbent surface. [UBC Section 807.1.3]
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 in
existing buildings, buildings without commercial power, or
building which undergo alterations, repairs or additions
regulated by UBC Section 310.9. In dwelling units, a
detector shall be installed in each sleeping room and
centrally located in the corridor or area giving access to
each separate sleeping area, in each story and in the
basement. Where the ceiling height of a room open to the
hallway serving the bedrooms exceeds that of the hallway
by 24" or more, smoke detectors shall be installed in the
hallway and the adjacent room. Detectors shall sound an
alarm audible in all sleeping rooms. [UBC Section 310.91
VI. TABLES
TABLE 18-I-D FOUNDATIONS FOR STUD BEARING WALLS, MINIMUM REQUIREMENTS'
Number of Floors Supported
by the Foundation'
Thickness of Foundation Wall (inches) Width of Footing
(inches)
Thickness of Footing
(inches)
Unit Masonry
Depth Below Undisturbed
Ground Surface (inches)
Concrete
1 6 6 12 6 12
2 8 8 15 7 18
3 10 10 18 8 24
Where unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 1806.1.
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 b
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
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TABLE 23-I-Q NAILING SCHEDULE
CONNECTION NAILING'
I. Joist to sill or girder, toenail
Bridging to joist, toenail each end 2-8d
1"x6" subfloor or less to each joist, face nail 2-8d
Wider than 1"x6" subfloor to each joist, face nail 3-8d
2" subfloor to joist or girder, blind and face nail 2-I6d
Sole plate to joist or blocking, typical face nail - I6d at 16" o.c.
Sole plate to joist or blocking, at braced wall panels 3-16d per 16"
Top plate to stud, end nail 246d
S. Stud to sole plate 4-8d, toenail or 2-16d, end nail
Double studs, face nail 16d at 24" o.c.
Doubled top plates, typical face nail 16d at 16" o.c.
Doubled top plates, lap splice 8-16d
- It. Blocking between joists or rafters to top plate, toenail 3-8d
Rim joist to top plate, toenail Sd at 6" o.c.
Top plates, laps and intersections, face nail 2-16d
Continuous header, two pieces 16d at 16" o.c. along each edge
Ceiling joists to plate, toenail 3-8d
Continuous header to stud, toenail 4-8d
Ceiling joists, laps over partitions, face nail 3-16d-
Ceiling joists to parallel rafters, face nail 3-16d
Rafter to plate, toenail 3-8d
1' brace to each stud and plate, face nail 2-8d
I"xS" sheathing or less to each bearing, face nail 2-8d
Wider than l"x8" sheathing to each bearing, face nail 3-8d
Built-up corner studs 16d at 24" o.c.
Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice
2" planks 2-I6d at each bearing
26.Wood structural panels and particleboard:'
Subfloor, roof and wall sheathing (to framing):
or less 6d3
9/32"-%" 8d4 or 6d5
8d3
1W-1W 10d4 or 8d5
Combination sub floor-underlayment (to framing):
%" and less 6d'
8d
lW-lW 10d'or8d'
Panel siding (to framing):
'/' or less 6d'
9/6" Sd'
Fiberboard sheathing:'
No. 11 ga
6d4
No. 16 ga.'
25/32" No. II ga'
Sd4
No. 16 ga.'
Interior paneling
'/4" 4d °
3/2' 6d"
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TABLE 23-I-Q NAILING SCHEDULE (CONTINUED)
'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 are 48 inches or more. For nailing of wood
structural panel and particleboard diaphragms and shear walls, refer to Section 2314.3. 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 intermediate supports.
'Corrosion-resistant roofing.nails with 7/16-inch-diameter head and 11/2-inch length for '1,-inch sheathing and 1%-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 1½-inch length for 'li-inch sheathing and 1'I2-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-I - 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 Root' Floor'
Panel Span Rating Panel
Thickness (inches)
Maximum Span (inches) Load' (pounds per sq.ft.) Maximum Span (inches)
Load
Roo&'Floor Span With Edge
Support6
Without Edge
Support
Total Live Load
1210 5/16 12 12 40 30 0
16/0 5/16,3A 16 16 40 30 0
20/0 5/1634 20 20 40 30 0
24/0 %.7/16,Y2 24 20' 40 30 0
24/16 7/16,'!, 24 24 50 40 16
32116 15I32,'I34 32 28 40 30 16'
4 0/2 0 19/32,%.'h,% 40 32 40 30 20'S'
48124 23/32,%,% 48 36 45 35 24
54/32 Vi.1 54 40 45 35 32
60/48 '/.1.I¼ 60 48 45 35 48
Single-Floor Grades Root' Floor'
Panel Span Rating
(inches)
Panel Thickness
(inches)
Maximum Span (inches) Load' (pounds per sq.ft.) Maximum Span (inches)
Load
With Edge
Support6
Without Edge
Support
Total Live Load
16 o 'l,,19/32,% 24 24 50 40 16'
20 o 19/32,¼,% 32 43 40 30 20L9
24 cc 23/32,3/. 48 36 35 25 24
32 o %,l 48 40 50 40 32
~48oc 13/32, 11/6 1 60 48 50 50 1 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 be supported with blocking unless 'h-inch minimum thickness underlayment or IV: inches of approved
cellular or lightweight concrete is placed over the subfloor. or finish floor is 'h-inch wood strip. Allowable uniform load based on deflection of 1/360 of span is 100 pounds
per square foot (psi) except the span rating of 48 inches on center is based on a total load of 65 psf.
'Allowable load at maximum span.
'Tongue.andgroove edges, panel edge clips [one midway between each support, except two equally spaced between supports 48 inches on center], lumber blocking, or
other. Only lumber blocking shall satisfy blocked diaphragms requirements.
'For V2-inch panel, maximum span shall be 24 inches.
'May be 24 inches on center where %-inch wood strip flooring is installed at right angles to joist.
'May be 24 inches on center for floors where I Vz inches of cellular or lightweight concrete is applied over panels.
4/96CM
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Carlsbad 98-702
3/16/98
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 98-702
PREPARED BY: Mike Puckett DATE: 3/16/98
BUILDING ADDRESS: 2714 Fernglen Rd.
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING PORTION [ BUILDING AREA (ft. 2) VALUATION
MULTIPLIER
VALUE
($)
Room Addition 260 City Value 25,480.00
Air Conditioning
Fire Sprinklers
TOTAL VALUE 25,480.00
1991 UBC Building Permit Fee El Bldg. Permit Fee by ordinance: $ 258.50
1991 UBC Plan Check Fee El Plan Check Fee by ordinance: $ 168.00
Type of Review: El Complete Review El Structural Only El Hourly
El Repetitive Fee Applicable El Other:
Esgil Plan Review Fee: $ 134.42
Comments:
Sheet I of I
macvaiue.doc 5196
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB f8 -70 DATE 3
ADDRESS
(
R [DENT ES
t
IAL
RESIDENTIAL ADDITION MINOR
(<$10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER /Nr12- v/
PLANNER DATE
ENGINEE ) Jilj7 DATE /f
C:\WP51\FILES\BLDG.FRM
Rev 11/15/90