HomeMy WebLinkAbout2719 YORK RD; ; CB901630; PermitB U I L D I N G P £ R M I T Permit No: CB901630
10/07/91 16:37 Project No: A9001845
Page 1 of 1 Development No:
Job Address: 2719 YORK RD Str: Fl: Ste:
Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) 4723 10/07/91 0001 01 02
Parcel No: 167-392-42-00 C-PRMT 536.00
Valuation: 62,163
Construction Type: VN
Occupancy Group: R3M1 Class Code: Status: ISSUED
Description: 845 SF BED/BATH + 126 SF DECK Applied: 10/10/90
(PREVIOUS VIOLATION) Apr/Issue: 10/07/91
Validated By: KZH
Appl/Ownr : HASAN, SAM 714-932-7225
2719 YORKRD
CARLSBAD, CA 920
OWNER : HASAN, SAM
Fees
--
ired Requ
Fees: ,84\00
Adjustments: / c0.Q T 1
Total Fees: / al Pa
I - Fee description
Building Permit
Plan Check
Strong Motion Fee I
* BUILDING TOTAL \ Enter Y for Plumb i g TSZU Fe > / Each Plumbing Fixture or Ta Li > 4 2.5 I'JCORPORATED Each Building Sewer \ 1952 b
-
* PLUMBING TOTAL \ ,47 / Enter "Y 4' for Electric IsuFe r> /
Enter "Y" for Remodel N Li U * ELECTRICAL TOTAL ($10 Mini'murn)
Enter 'Y' for Mechanical Issue-Fe >
Each Install/Reloc Appliance Vent > 1 4.50
* MECHANICAL TOTAL
it
.00
307.00
536.00
Ext fee Data ---------------
473.00
307.00
4.00
784.00
7.50 Y
10.00
6.50
24.00
5.00 1
10.00 1
15.00
15.00 1
4.50
20.00
NOWNER
lleated & Credits --------------------
7:1 4
/ItAJJPPROVALI
DATE 1[3 -7
LURACE______________
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 (619) 438-1161
1. PERMIT TYPE I
A - F1 COMMERCIAL ONEW OTENANT IMPROVEMENT
B - 0 INDUSTRIAL DNEW DTENANT IMPROVEMENT
C -SIDENTIAL DAPARTMENT DCONDO SINGLE FAMILY DWELLING ADDITION/ALTERATION
'4""D DUPLEX DDEMOLITION DRELOCATION 1D MOBILE HOME DELECTRICAL DPLUMBING
DMECHANICAL DPOOL DSPA DRETAINING WALL DSOLAR D1R
ES?. VA
PLAN CE
VALID.
DATE
eIc3/Ic 8ot7 !Oi'io/;) no.. Oi 02
Address auiia'iiig or suite NO.
Nearest Cross Streets "4 A 'l,&. Q..... c.,. c..
LEGAL DESCRIPTION Lot NO. SubdiviSion Na/N1Aiiber Unit NO. Phase No. ç ,, c )CS re c -- 1 i'4
CHECK BELOW IF SUBMITTED:
2 Energy Cates 12 Structural Calcs 02 Soils Report Di Addressed Envelope
AS'ESSOR'S PARCEL EXISTING USE PROPOSED USE
t -v c-Q ç' (4A, (a.lt, I
BLDG. 50. FIG. ' 'j' H OF STORIES
CONTACT PERSON
NAME S 01Y'4', ADDRESS \1('-'L r
CITY STATE ZIP CODE DAY TELEPHONE
SIGNATURE I'&
APPLICANT OCONTRACTOR DAGENT FOR CONTRACTOR DOWNER DAGENT FOR OWNER
NAME ADDRESS
CITY S O'.."" It STATE ZIP CODE DAY TELEPHONE
PROPERTY OWNER OWNER DLESSEE [-]TENANT
NAME ADDRESS
CITY Ss,c__'..r.j.-,. STATE ZIP CODE DAY TELEPHONE
CONTRACTOR
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
STATE LIC. H LICENSE CLASS CITY BUSINESS LIC. H
SIGNATURE TITLE DATE
DESIGNER NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. H
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed with the Building Inspection Department (Section 3808, Lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
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.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
F1 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 Cede: 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 Cede:
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 Cede for this reason:
(Sec. 7031.5 Business and Professions Cede: 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, commencing with Section 7000 of Division 3 of the Business and Professions Cede) 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).
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?
DYES DNo
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES DNO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES DNO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET ON IS MEETING THE REQUIREMENTS
OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION cONTROl. DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Cede).
LENDER'S NAME LENDER'S ADDRESS
APPLICANT'S SIGNATURE
I certify that I have read the application and state that the above information is correct. 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.
Expiration. Every permit issued by the Building Official under the provisions of this Cede shall expire by limitation and become null and void if the building
or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Cede).
'S SIGNATURE \ N. DOWNER CONTRACTOR 0 B PHONE APPROVED BY:
DATE:
WHITE:fle YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD.
INSPECTION REQUEST
PERMIT# CB901630 FOR 11/24/92 INSPECTOR AREA PD
DESCRIPTION: 845 SF BED/BATH + 126 SF DECK PLANCK# CB901630
(PREVIOUS VIOLATION) 0CC GRP R3M1
JOB ADDRESS: 2719 YORK RD
APPLICANT: HASAN, SAN
CONTRACTOR:
OWNER: HASAN, SAM
REMARKS: MH/SAN/729-3566
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION
19 ST Final Structural
CONSTR. TYPE VN
STR: FL: STE:
PHONE: 714-932-7225
PHONE:
PHONE:
INSPECTO
ACT COMMENTS
f I
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
032592 Frame/Steel/Bolting/Welding CO PD
030592 Ftg/Foundation/Piers AP PD DECK FOOTINGS
030492 Final Structural CO PD
121791 Interior Lath/Drywall AP PD
121791 Exterior Lath/Drywall AP PD
121191 Shear Panels/HD's AP PD FRAME OK
121191 Insulation AP PD
120691 0 Rough Combo CO PD
120591 Rough Combo NR PD
111891 Roof/Reroof AP PD
111591 Roof/Reroof NR PD
110491 Frame/Steel/Bolting/Welding AP PD FLOOR FRAMING
101691 Ftg/Foundation/Piers AP PD NEW FTGS/VERIFIED EXISTING
100891 Frame/Steel/Bolting/Welding CO PD MIGHT NOT BE CONSIST/W/PLANS
04/.l'3/93 INSPECTION HISTORY LISTING7/7
FOR PERNIT# CB901630 'V
DATE INSPECTION TYPE INSP ACT COMMENTS
11/24/92 Final Structural RI RI
11/24/92 Final Combo PD AP
03/25/92 Franie/Steel/Bolting/Wel RI RI
03/25/92 Fraine/Steel/Bolting/Wel PD CO
03/05/92 Ftg/Foundation/Piers PD AP
03/04/92 Final Structural RI RI
03/04/92 Final Structural PD CO
12/17/91 Interior Lath/Drywall RI RI
12/17/91 Interior Lath/Drywall PD AP
12/17/91 Exterior Lath/Drywall RI RI
12/17/91 Exterior Lath/Drywall PD AP
12/11/91 Shear Panels/HD's RI RI
12/11/91 Shear Panels/HD's PD AP
12/11/91 Insulation RI RI
12/11/91 Insulation PD AP
12/06/91 Rough Combo RI RI
12/06/91 Rough Combo PD CO
12/05/91 Rough Combo RI RI
12/05/91 Rough Combo PD NR
11/18/91 Roof/Reroof RI RI
11/18/91 Roof/Reroof PD AP
11/15/91 Roof/Reroof RI RI
11/15/91 Roof/Reroof PD NR
11/04/91 Frante/Steel/Bolting/Wel RI RI
11/04/91 Frante/Steel/Bolting/Wel PD AP
10/16/91 Ftg/Foundation/Piers RI RI
10/16/91 Ftg/Foundation/Piers PD AP
10/08/91 'Fraine/Steel/Bolting/Wél PD CO
MH/SAN/729-3 566
RS/SAN/72 9-3 566
DECK FOOTINGS
NH/SAN
MH/LARRY/729-3566
NH/ LARRY/ 729-3566
MH/LARRY/7 29-3 566
FRAME OK
MH/LARRY/729-3 566
MH/LARRY/729-3566
MH/LARRY/729-3566
RS/LARRY/729-3566
MH/ 726-3566
MH/LARRY/471-1001
FLOOR FRAMING
RS/LARRY/471-1001
NEW FTGS/VERIFIED EXISTING
MIGHT NOT BE CONSIST/W/PLANS
HIT <RETURN> TO CONTINUE...
\
JAMES A. CHINNI ARCHITECT
884 QUAIL HILL DR.
SAN MARCOS, CA 92069
(619) 744-4908
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JAMES A. CHINN, ARCHITECT
884 QUAIL HILL DR.
SAN MARCOS, CA 92069
(619) 744-4908
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ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: / / 28
JURISDICTION: CIT Y 'p1Tji. CHECKER
[]FILE COPY
PLAN CHECK NO: go- 16 30 SET: n: us
ITDESIGNER
PROJECT ADDRESS: \,-'c2( .)
PROJECT NAME: HA &:A
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
fl The plans transmitted herewith will substantially comply
with the jurisdiction's building, codes when minor deficien-
cies identified 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.
F-, The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
fl The applicant's copy of the check list is enclosed for .the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
[iJ Esgil staff did not advise the applicant contact person that
plan check has been completed.
[j Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #
REMARKS:
By: PAVIL \(4c2 ' Enclosures:
ESGIL CORPORATION //
GA 11 AA 0 RN 0 DM
V..
1 ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14,68
DATE: Ic? I /c(/ 10
JURISDICTION: CARLSBAD
PLAN CHECK NO: CS 170 -1630 SET: I
PROJECT ADDRESS: Z'7 f
FIJURISDICTION
CHECKER
OFILE COPY
[]UPS
ODES IGNER
PROJECT NAME: HAAN PI.)IT,'c2,4
fl 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 deficien-
cies identified are resolved and
checked by building department staff.
U 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 Corp. until corrected
plans are submitted for recheck.
EJ The applicant's copy of the check list is enclosed for the
- jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
;\I1._
2'71 RD qQ (jc
Esgil staff did not advise the applicant contact person that
plan check has been completed.
LI Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone In
REMARKS:
By: E'AVID /--O Enclosures:____________________ ESGIL CORPORATION 1041
EIGA AA URN 0DM
PLAN NO: _________________
JURISDICTION: CITY OF CARLSBAD
TO: iIc.SGut
C CA
PROJECT ADDRESS: 7/ 1 Yo "'z 1)
FLOOR AREA: - (
STORIES:
HEIc: a6 l t
Plan check is limited to 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
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1987 NEC (eff. 10/28/87)
1988 UMC (eff. 1/1/90)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To steed Ut the recheck trocess. note on this list
(or a copy) _where each correction item has been
addressed i.e.. plan sheet, _specification, etc. Be
sure to enclose the marked un list when you submit
the revised plans .
PLAN CORRECTION t
CITYOFCARlSBAD
SINGLE FANILY AND WPM DWELLINGS
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
10//
Date initial plan check completed:
l rj/l ___By: 2Av2 /O
Applicant .contact person:
sa PN !4OiSetTelephone:_/1
NGTE: PAGE NUMBERS- ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS HEEDING CORRECTIONS WERE DRIVFFfl.
List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 IJBC)
PLANS
1. Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet -of the plans, the name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
Plans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiration date of license. (California
Business and Professions Code).
j. Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d).
Provide a statement on the Title Sheet of the
plans that this project shall comply with Title
24 and 1988 UBC, UIIC and UPC and 1987 NEC.
Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
f existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(d). -
j. Indicate distance from property lines to
proposed building. Section 302(d).
1 . Show on the title sheet all structures, pools,
walls, etc. included under this application.
( Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
/ or a story, based on the definitions in
( Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
/ determination.
12. On the cover sheet of the plans, specify any
( items requiring special inspection, by way of
the following:
REQUIRED SPECIAL INSTRUCTIONS
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec 306
of the Uniform Building Code.
irni REQ. IF REMARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD 1AMMING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
FIRE PROTEX'rION
/3. Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings. Table 5-A.
12/11/89 2
7
Exterior walls closer than 3 feet to a property
line shall have 30 inch parapets when the floor
2h. Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5
area per floor exceeds 1,000 square feet. / square feet. In bathrooms, laundry rooms and
Section 1709. similar rooms 1/20 of area is required and
/ minimum is 1.5 sq. ft. Section 1205 (a).
i%. Projections, including eaves, may not extend
I more than 12 inches into the 3 foot setback '4. At least 1/2 of the common wall must be open
from the property line. Section 1710. / and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the
I,. Eaves over required windows shall be not less interior room if light and ventilation is
than 30 inches from the side and rear property being supplied from an adjacent room. Section
lines. Section 504. 1205 (a).
I
Plastic skylights shall not be installed within 24. Required windows shall not open into a roofed that portion of a roof located within a / porch unless the ceiling height is at least 7 distance to property line where openings in feet, the longer side is at least 65% open,
exterior walls are prohibited or required to be and the porch abuts a street, yard or court. protected. Section 5207 (a) 7. Section 1205 (a).
/
Projections, including eaves, shall be one- J6. Provide mechanical ventilation capable of hour fire-resistive heavy construction, timber providing five air changes per hour in or of noncombustible material if they project bathrooms, water closet compartments, laundry into the 3' setback area from the property rooms and similar rooms if required openable line. Section 1710. windows are not provided. Section 1205 (c).
1. Show location of permanently wired smoke 2/f. Show discharge point for exhaust air to be at
/ detector: / least 5 feet from any mechanical ventilating / Centrally located in corridor or area intake. Section 1205(c).
giving access to sleeping rooms. / On each story. 2. Ductless fans cannot be used in bathrooms if a C. In the basement. / tub or shower is present. Section 1205(c). When sleeping rooms are upstairs, at the / upper level in close proximity to the 2p. No habitable room, other than a kitchen, shall
stair. / be less than 7'0" in any dimension. Section
In rooms adjacent to hallways serving ' 1207 (c).
bedrooms, when such rooms have a ceiling / height 24 inches or more above the ceiling 3. Show that ceiling height for habitable rooms height in the hallway. / is a minimum of 71 6". Section 1207 (a).
NOTE: Detectors shall sound an alarm audible in / all sleeping areas of the unit. Section 1210 I. Show ceiling height for laundry rooms,
/ hallways, corridors, and bathrooms is a 0. When the valuation of a room addition or repair minimum of 7'0". Section 1207 (a).
/ exceeds $1,000, or when sleeping rooms are / I created, smoke detectors shall be provided at 3ft. Dimension on the plans the 30" clear width for existing bedrooms per item 19 above. Section 1 water closet compartments and 2" clearance in 1210. front of water closet. Section 511 (a).
GE MZAL RIDThTIAL RJIRFXENTS 33. Specify safety glazing for glazing in / hazardous locations such as glass doors, I. Habitable rooms, other than kitchens, shall glazing adjacent to doors and glazi.ng adjaceit
/ contain at least 70 square feet of floor area. to walking surfaces. Section 5406. At least one room shall have not less than 120
square feet of floor area. Section 1207 (b). 36. Glazing, in the same wall plane as a door,
/ must be safety glazing if within 121' of the 27. Window area must be at least 1/10 of the floor door and less than 60" above the walking I area and a minimum of 10 square feet per surface, unless the glazing is leaded or Section 1205 (a). Appears to be deficient in faceted glass. Section 5406 (d) 6.
35,L Glazing in shower and tub enclosures shall be
/ tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
2/12/90 3
31. Sleeping rooms shall have a window or exterior
/ door for emergency exit. Sill height shall not
' exceed 44" above the floor. The window must
have an openable area of at least 5.7 square
feet with the minimum openable width 20" and
the minimum openable height 24". Section 1204.
3J. Basements in dwelling units shall comly with
/ the above (even if not designated as sleeping
rooms). Section 1204.
Walls and floors separating units in a duplex
I shall be of one-hour fire-resistive
construction. Section 1202(b).
A mezzanine is an intermediate floor and may
/ not have a floor area exceeding 33 1/3 percent
of the total floor area in.the room below. The
mezzanine floor must have a clear height of 7
feet, above and below, and must have the long
side open to the room below except for posts
and protective walls or railings not exceeding
42" in height. Section 1716.
4. The loft you show does not comply as a
I mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
47. Floors above the second story shall have not
I less than 2 exits. Exceptions: 1. Occupied
roofs may have one exit if such occupied areas
are less than 500 square feet and located no
higher than immediately above the second story.
2. When the third floor within a unit does not
'exceed 500 sq. ft., only one exit need be
provided. Section 3303(a).
4. Required exit doorways shall be not less than
/ 36" in width and not less than 6'8" in height,
and shall be capable of opening at least 90
degrees. Section 3304 (f).
43. Provide 36" high protective railing for
I porches, balconies, and open sides of stair
landings. Openings between railings shall be
less than 6". Section 1711.
4. Show how guardrail connection details are
adequate to support 20 pounds per lineal foot
I at right angle to the top rail. Table 23-B.
45. Provide stairway and landing details. Section
3306 (b), (c)and (p).
() 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'-811.
Minimum width is 36".
4. All handrails per Section 3306 (j), shall
satisfy the following:
A. Provide handrail for stairways with 4 or
/ more risers.
Handrail shall be 34" to 38" above the
nosing of treads.
The handgrip portion of handrail shall be
not less than 1 1/2", nor more than 2" in
cross-sectional dimension.
6/. Every stairway landing shall have a dimension,
measured in the direction of travel, at least
equal to the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (.1).
An interior door may open inward at the top
step of a stairway provided the top step is
not more than 7 1/2" lower than the floor
level. Section 3304 (i).
1 '9. Provide details of winding stairway complying
with Section 3306 (d):
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
Maximum rise is 8 inches.
C. Minimum width is 36 inches.
5/10/90 4
Provide spiral stairway details, per Section
/ 3306 (f):
Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
C. Minimum headroom is 6 feet 6 inches
d. The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
51. Spiral stairways may not be used for required
/ exits when the area served is greater than .400 I sq. ft. Section 3306 (f).
. Provide I.C.B.0. Research Report and number for
/ metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication plans shall be submitted
to and approved by the building official prior
to installation.
3. Exterior stairways shall not project into the 3
/ foot setback from the property lines. Section
3306 (n).
The walls and soffits of the enclosed usable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (in).
Within units, show that corridors have a
/ minimum width of 36 inches. Section 3305 (b).
ROOFING
5/ Specify roof slope.
5/. Roof slope is not adequate for roof type
/ specified. Table 32-B,C,D and E.
sj. Specify roof material and application. Chapter
I 32.
59. Specify I.C.B.0. or U.L. approval number for
roof materials not covered in U.B'.C., e.g.,
tile, etc. Section 107. C1.1,77
0.'. Provide skylight details to show compliance
/ with Sections 3401 and 5207 or provide
I.C.B,.0. approval number.
Plastic skylights must be separated from each
/ other by at least 4 feet. Section 5207 (a) 6.
Ie. Show attic ventilation. Minimum vent area is
/ 1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least
3 feet above eave vents or cornice,vents.
Show required area and area provided.
Section 3205 (c).
MASONRY
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
6/. Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)l and Section 2515
(a). Show ties and #9 wire in horizontal
joints.
Show height and construction details of all
masonry walls. Chapter 24.
98. Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
lineal foot or the actual design load,
whichever is greater. Cross grain tension or
bending in wood ledgers is not permitted.
Section 2310.
Show a minimum 2" air space and flashing
between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARS
7. Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
'the dwelling. Table 5-B, Section 503 (d).
i4. All elements supporting floor above garage,
I including walls supporting floor joists, must
have one-hour fire-resistive protection on the
- garage side. Section 503 (b)
Show 1 3/8",solid core self-closing door for
/ openings between garage and dwelling. Section
503 (d).
()Specify minimum 1/4 inch per foot roof slope . Garages are not permitted to open into a room
for drainage or design to support accumulated / used for sleeping purposes. Section 1104.
water. Section 3207 (a) and Section 2305 (f).
/ bo dpckI
Show roof drains and overflows. Sectron 3207.
12/11/89 ' ' ' 5
/4. An occupancy separation is not required between
carport and residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
7A. Show garage framing sections, size of header
( over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowflS if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-I.
7. Doors may open into the garage only if the
J floor -or landing in the garage is not more than
one inch lower than the door threshold.
Section 3304 (i).
J7. Provide an 18" raised platform for any FAU, water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508,. UPC Section 1310(a).
FOUNDATION RFX)UIRE)(F2TS
78. Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing value.
Section 2905 (c).
7. The foundation plan does not comply with the
/ soils report recommendations for this project.
( Please review the report and modify design,
notes and details as required to show
compliance:
Provide notes on the foundation plan listing
the soils report recommendation for
foundations, slab and building pad preparation.
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
The soils engineer recommended that he/she
review the foundation excavations. Note on
the foundation plan that "Prior to the
contractor requesting a Building Department
foundation inspection, the soils engineer
shall advise the building official in writing
that:
The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
The foundation excavations comply with
the intent of the soils report".
/3- Show height of all foundation walls. Chapter
23.
8/ Show height of retained earth on all
/ foundation walls. Chapter 23.
8'. If cut or fill slopes exist, show distance of
/ foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
Note on plans that surface water will drain
I away from building and show drainage pattern
and key elevations. Section 2905 (f).
Dimension foundation per U.B.C. Table 29A:
Floors Footing
Supported' Sternwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" 8"
Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure treated,
/ or equal. Section 2516 (c) 3.
94 Show foundation bolt size and spacing.
Section 2907 (f).
Specify size, I.C.B.0. number and manufacturer
/ of power driven pins. Show edge and end
distances and spacing. Section 302 (d).
/
2/13/90 6
94. If required, show size, imbedment and location
/ of hold down anchors on foundation plan.
Section 302 (d).
If hold downs are required, note on plan that
/ hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
4. Show adequate footings under all bearing walls
I and shear walls. Section 2907 (b).
15. Show on the plans stepped footings for slopes
/ steeper than 1:10. Section 2907 (c).
9. Show minimum 18" clearance from grade to bottom
/ of floor joists and minimum 12" clearance to
bottom of girders. Section 2516 (c) 2.
9/. Show pier size, spacing and., depth into
/ undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 24". 1 Section 2516 (c).
9. Show minimum underfloor ventilation equal to 1
/ sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners as
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c) 6.
FRG
Show wall bracing. Every exterior wood stud
I wall and main cross-stud partition shall be
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
1l. In 2-story buildings, shear panels at the first
story (at least 48 inches in width) shall be
located at each end or as near thereto as
possible and comprise at least 25 percent of
the linear length of the wall, or provide
design. Section 2517(g)3, Table 25-V.
12. Note cross bridging or blocking. Floor joists
I and rafters 12" or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h), 2517 (d) 6.
11
3. Show blocking at ends and at supports of floor
joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
144. Bearing partitions, perpendicular to joists,
/ shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
i$. Show rafter ties. Rafter ties shall be spaced
/ not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
Show rafter purlin braces to be not less than
/ 45 degrees to the horizontal.
Section 2517 (h) 5.
107 Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
108. Show nailing will be in. compliance with Table
8 25-Q.
19. Show or note fire stops at the following
/ locations per Section 2516 (f):
In concealed spaces of stud walls and
partitions, including furred spaces, .at
the ceiling and floor levels and at 10
foot intervals along the length of the
wall;
At all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
C. In concealed spaces between stair
stringers at the top and bottom of. the
run and between studs along and inline
with the run of stairs if the walls under
the stairs are unfinished; and
d. In openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials.
l7. In duplexes, draft stops shall be provided in
/ floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areas.
ill Show stud size and spacing. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101; Non-bearing: 2 x • max. 141, 2 x 6
max. 20'. Table 25-R-3.
14. Studs supporting two floors, a roof and
/ ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
13 Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section' 2505.
2/12/90 . 7
114 Detail all post-to-beam and post-to-footing () connections and reference the detail to the
Plan. Section 2516 (in).
Detail shear transfer connections, including
I roof and floor diaphragms, to shear walls.
Section 2513.
Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements 'and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless 'approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
1. Specify nail size and spacing for all shear
/ walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, .3, K and
Section 4714 (d)].
Provide truss details and truss calculations / for this project. Specifytrussidentification
numbers on the plans.
Show 1/2" minimum clearance between top plate
/ of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
1l. Provide roof framing plan and floor framing
" plan. Section 302 (d).
/0- Provide framing sections through
Section 302 (d).
Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5.
Provide calculations for main vertical and
/ horizontal framing members and post footings.
Section 302 (b).
3. Provide calculations for lateral loads, shear
( panels, shear transfer and related. Section
/ 302 (b).
In Seismic Zones 3 and 4, the allowable shear
wall values for drywall in Table 1+7-I must be
reduced 50 percent when considering earthquake
loads. This does, not apply to wind loads.
Footnote 1.
Show on the plans 'all, structural equirements
/ developed in the structural calculations.
/ Section 302 (d). (See comments below or at
end.)
1. Individual concrete or masonry piers shall
/ project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
128 Show location of attic access with minimum
size 22" x 30". Section 3205.
10'. Show draft separation for attic areas between
/ units in a duplex. Section 2516 (f).
l). Specify plywood and/or particle board
/ thickness, grade and panel identification
index. Table 25-S.
When roof pitch is less than 3:12, design
/ ridge as a beam. Section 2517 (h).
1. If foundation cripple wall studs are less than
/ 14" high, framing shall be solid blocking, or
sheathed with plywood. Section 2517 (g) 4.
i1. Cripple wall studs exceeding 4 feet in height
/ shall be 3 inch by 4 inch or 2 inches by 6
/ inches when supporting 2 stories.
Section 2517 (g) 4.
Show plywood sheathing over exposed eaves, or
/ other weather exposed areas, is "bonded with
/ exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
Detail truss layout for 30" x 30" attic
access, if required for equipment in the
/ attic.
1/6. Ridges, hips, and valleys shall be at least
I one size larger than supported rafters.
Section 2517 (h) 3.
1/7. In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
ME&NTCAL (uNIF01 ?4ANICAL (X)DE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
2/12/90 8
138'. Show the size, location and type of all heating
/ and cooling appliances or systems.
Show source of combustion air to furnace, per
/ chapter 6, UMC.
i49 Every dwelling unit shall be provided with
/ heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1212.
Show minimum 30" deep unobstructed working
/ space in front of furnace. Section 505, UMC.
142< Furnace shall not be installed in any bedroom,
/ bathroom or in a closet or confined space with
access only through such room unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704 UMC.
141 Show I.C.B.0. approval number for prefab
/ fireplace. Show height of chimney above roof
per I.C.B.0. approval or Table 37-L
Show access to the attic containing.equipment
to be minimum 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the
equipment can be removed through such opening.
Section 708 UMC.
4/
Where equipment is installed in the attic, the
distance from the attic access to such
equipment shall not exceed 20 feet.
Note that passageway to the attic furnace shall
be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708 UMC.
Show, permanent electrical outlet and lighting
fixture controlled by a switch for the attic
furnace. Section 708 UMC.
/ 143. Show details to comply with Section 709 for
furnace under the, floor, or Section 710 for
roof or outside furnace.-
149. Note on plan: Gas 'vents and non-combustible
piping, in walls, passing through --three floors
or less shall be effectively draft stopped at
each floor or ceiling. -
UBC, Section 1706 (a) 6.
I . Provide dryer vent to outside. UMC, Section
/
1903.
All wiring shall comply with the National
Electrical Code.
Show on the plan the amperage of the
electrical service, the location of the
service panel and the location of any sub-
panels. If service is over 200 amps, submit
single line diagram, panel schedule and load
calculations.
(D152~ Show location of all electrical receptacles.
53. Electrical receptacle oc.ations and/or spacing
is not adequate in fl&) bN fl)pbJ
i4. Show at least one convenience outlet other
/ than outlets for laundry, etc., outdoors, in
garages and basements. NEC, Art. 210-52.
155 Note convenience outlets in bathrooms, kitchen
counter top(s) within 6 feet of the kitchen
sink, outdoors, and in garages and basements
(other than for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8.
1,16. Note electrical system ground to be provided
/ per NEC, Art. 250-81.
PUNBING (mioi PUNBI CODE)
Show water heater size, type and location on
/ plans. UPC, Section 1301.
/8 . Show source for providing combustion air to
fuel burning water heater. If wall openings
in an enclosure are used, at least one-half of
the required opening area shall extend into
the upper twelve inches of the enclosure and
one-half within the lower twelve inches. UPC,
Section 1307.
9. Fuel combustion water heater shall not be
/ installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
140. Provide adequate barrier to protect water
heater from vehicle damage. An.18" platform
forthe water heater does not satisfy this
requirement. UPC, Section 1310.
]f61 Show T and P valve on water heater and show
I route of discharge line to exterior.
UPC, Section 1007 (e).
1/19/90 9
1 . Show that water heater is adequately braced to
I resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
Show shower stall can accommodate a 30" circle ~3_
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
'6. Provide clothes washer hook-up for each unit.
/ Title 24, Part 3.
NOISE INSULATION (IXJPLCES)
Show details of duplex common (party) walls and
/ floor/ceiling assemblies to achieve a Sound
/ Transmission Class (STC) rating in walls of 50
decibels and an Impact Insulation Class (IIC)
rating on floor/ceiling of 50 decibels.
Title 24.
1,16. Show how penetrations of assemblies for piping,
/ electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 24.
147. Provide insulation in walls and ceiling to
1 achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
16,1 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.
All energy items shown on the plans must be in
( agreement with the information shown on the
properly completed Form CF-1R.
Specify on the building plans all of the
/ mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
l7. Show the 'make, model and efficiency of the
/ space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
ii4'. For room additions, show that the glazing area
/ of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
44. Provide fluorescent general lighting in
I kitchen(s) per CAC, Title 24, 2-5352(3).
CARLSBAD S.F.D. & DUPLEX SUPPID(ENT
lJI. Energy conservation design should be for Zone
/ 7.
17. Floor drains must have auto-prime (city
policy).
177 Note exhaust fans cannot be ductless type
(city policy).
178. New residential units must be pre-plumbed for
/ future solar water heating. Note "two roof
jacks must be installed" where the 'water
heater is in the one story garage and directly
below the most south facing roof (City
Ordinance No. 8093).
l74. Note "two 3/4" copper pipes must be installed
/ to the most convenient future solar panel
/ location when the water heater is not in a one
story garage and is not directly below the
most south facing roof. (City Ordinance No.
8093).
i6. All piping for present or future solar water
/ heating must be insulated when in areas that
I are not heated or cooled.by mechanical means
(city' policy).
,
1. Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
82. Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383.
183 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. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans.
Heavy timber framing, minimum 6" x 10" beams
/ and minimum 8" x 8" post, for the structural
beam and column supporting the fire separation
between the garage and living area above, is
acceptable if shown on. the plans. (city
policy).
2/26/90 10
185 All structures require a Class. B roof covering,
except room additions. . If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn't
apply.
l?. City Ordinance 9792 requires two parking
/ spaces/unit with clear area of 201 x20' i.e. no
/ washingmachines, etc. Show compliance.
Enclosures:
All chimneys attached to any appliance or
fireplace that burns solid fuel shall be
equipped with an approved spark arrester. The
net free area,of the spark arrester shall be
not less than four times the net free araof
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion resistance
equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.
1--f t)iI
1
8. Please see additional corrections, or remarks,
/ on the following page.
189 To speed up the recheck 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.
190 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
check.
Yes No
The City of Carlsbad has •contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123;' telephone number
619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact
DAI YIA
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad, 2075
Las Palmas Dr., telephone 619/438-1161.
Thank you.
2/14/90
Date i 10/17 Jurisdiction CARLSBAD
Prepared byi D Bldg. Dept.
DAVID Ao VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO._ C9 q0._ ic
BUILDING ADDR ESS 7/ 'i'OR RD
APPLICANT/CONTACT PHONE NO.7(cI?z-7ç
BUILDING OCCUPANCY - R-3 /1--( DESIGNER PHONE____________
TYPE OF 'CONSTRUCTION V '—NI CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
flvj• crp o,00 4-
Air Conditioninz
Commercial
Residential
Res. or Comm.
- Fire Scrinklers ' '
Total Value
Buildirid Permit Fee. $ '7 00.
Plan Check Fee ,$ ' ' ' ' '307
COMMENTS?
SHEET I. OF 12/87
BUILDING PLANCHECK
ENGINEERING CHECKLIST
a
123
S R
TOO
C C C
H H H
E E E
C C C
K K K
EEE
'EE
DATE: I(')191(0 ITEM COMPLETE
PLANCHECK NO.___________ ITEM INCOMPLETE -
z ibRi pr NEEDS YOUR ACTION
,QPNL lD1-32-4a XITEM SELECTED
PROJECT ID: / ; -'
LEGALREQUIREMENTS
SitePlan
Provide a fully dimensioned site plan drawn to scale. Show:
north arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-
way width and dimensioned setbacks.
Show on site plan: Finish floor elevations, pad elevations,
elevations of finish grade adjacent to building, existing
topographical lines, existing and proposed slopes, driveway
with percent (%) grade and drainage patterns.
Provide legal description and Assessors Parcel Number.
Discretionary _Approval Compliance
No Discretionary approvals were required.
Project complies with all Engineering Conditions of Approval
for Project No._______________________
Project does not comply with the following Engineering
Conditions of Approval for Project No.______________________
Conditions complied with by: Date:__________
FieldReview
V'1 7. Field review completed. No issues raised.
8. Field Review completed. The following issues or discrepancies
with the site plan were found:
Site lacks adequate public improvements.
Existing drainage improvements not shown or in conflict
with site plan.
Site is served by overhead power lines.
Grading is required to access site, create pad or provide
for ultimate street improvement.
FRM001O.DH 08/29/89
Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
Other:______________________________________________
Dedication Requirements
/-9. No dedication required.
Dedication required. Please have a registered Civil Engineer
or Land Surveyor prepare the appropriate legal description
together with an 8½" x 11" plat map and submit with a, title
report and the required processing fee. All easement documents
must be approved and signed by owner(s) prior to issuance of
Building Permit. The description of the dedication is as
follows:
Dedication completed, Date: By:
Improvement Requirements
No public improvements required. SPECIAL NOTE: Damaged or
be repaired to the satisfaction of the City inspector orior
to occuoancv.
Public improvements required. This project requires
construction of public improvements pursuant to Section 18.40
of the City Code. Please have a registered Civil Engineer
prepare appropriate improvement plans and submit. for separate
plancheck process through the' Engineering Department.
Improvement plans must be approved, appropriate securities
posted and fees paid prior to issuance of permit. The required
improvements are:___________________________________________
Improvement plans signed, Date: By:
FRM0010.DH 08/29/89
13. Improvements are required. 'Construction of the public
improvements may be deferred in accordance with Section 18.40
of the City Code. Please submit a letter requesting deferral
of the required improvements together with a recent title
report on the property and the appropriate processing fee so
we may prepare the necessary Future Improvement Agreement.
The Future Improvement Agreement must be signed, notarized and
approved by the City prior to issuance of a Building Permit.
Future Improvement Agreement completed, Date________________
By:______________
Grading Reguirements
______13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
1 14. No grading required as determined by the information provided
on the site plan.
15. Grading Permitrequired. A separate grading plan prepared by
plan check and approval through the Engineering Department.
a registered Civil Engineer must be submitted for separate
Inspector prior to issuance of Building Permits.
Grading Inspector sign off. Date: By:
Miscellaneous Permits
/ 16. Right-of-Way Permit not required.
Right-of-Way Permit required. A separate Right-of-Way Permit
issued by the Engineering Department is required for the
following:______________________________________________
Sewer Permit is not required.
Sewer Permit is required. A Sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
Industrial Waste Permit is not required.
FRM001O.DH 08/29/89
._., . 1,4
21. Industrial Waste Permit is required. Applicant must complete
Industrial Waste Permit Applicantion Form and submit for City
approval prior to issuance of Building Permits. Permits must
be issued prior to occupancy.
Industrial Waste Permit accepted -
Date: By:_________________
Fees Required S
r,J 114 22. . Park-in-Lieu Fee
Quadrant:_____ Fee per Unit: Total Fee:_______
KIA 23. Traffic Impact Fee
Fee Per Unit: Total Fee:________
N/A 24. Bridge and Thoroughfare. Fee
Fee per Unit: TOtal Fee:
N(P 25. Public Facilities Fee required.
N!PI 26. Facilities Management Fee Zone: Fee:
,\J1P 27. Sewer Fees Permit No. EDU's________________
I Fee:
28. Sewer Lateral required:
Fee:
REMARKS:
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY:.SHEtELL Date:2OCT
FRM001O . DH 08/29/89
PLANNING CHECKLIST
Plan Check No. I Address 2 -21q '1'ô (< RA APN: / 7-372-- '-/2
Planner o )Q. Phone 438-1161
(Name)
Type of Project and Use F.c4 dd
Zone - 7 Facilities Management Zone 2
i
Legend
E . Item Complete
Item Incomplete - Needs, your action
1, 2, 3 Number in., circle, indicates plancheck number where deficiency was
identified
0 Enron mental Review Required: YES - NO
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
E1'fEi 0 Discretionary Action Required: YES NO TYPE
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
0 Coastal: YES NO DATE OF APPROVAL:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
2/0 0 Landscape Plan Required: YES ___ NO
See attached submittal requirements for landscape plans
Front: Required Shown 2o
Int. Side: Required 7 Shown IV?'
Street Side: Required 7 Shown /?'
Rear: Required ('1 ' Shown 79'
Lot coverage: Required g Shown ok.
Height: Required 3 ' Shown a 9'
Parking: Spaces Required Shown
Guest Spaces Required Shown
3.
Site Plan:
Provide,, a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
streets, existing street improvements, right-of-way width and
dimensioned setbacks.
Show on Site Plan: Finishfloor elevations, elevations of finish-grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
3.
51
Provide legal, description of property.
Provide assessor's parcel.number.,
Zoning:
1 Setbacks:.
E E E Additional Comments
OK TO ISSUE DATE
C: Data Entry PLNCK.FRM
AJ
Carlsbad Unified School District
801 Pine Avenue, Carlsbad, California 92008-2439 (619) 729-9291 FAXII (619) 729-9685 "All Students Can Learn"
BOARD OF TRUSTEES
J. EDWARD SWITZER, JR.
President
JOE ANGEL
Vice President
MARX D. PACKARD
Clerk
JAMES MCCORMICK
Member
SHARON FAITHFUL
Member
February 12, 1991
Mr. Sam Hasan
2719 York Road
Carlsbad, CA 92008
Subject: Remodeleling Work at 2719 York Road
Confirming your conversation with Nancy Gillespie Friday,
February 8, 1991, there is no school developer fee due on the
square footage you are adding to the attic bedroom to bring
it up to code. Of course, any future construction at this
location will be considered separately regarding collection
of school developer fees.
Sincerely,
o H. Blair
s'stant Superintendent
Business Services
DISTRICT
ADMINISTRATION
THOMAS K. BRIERLEY, Ed.D.
Superintendent
SIJSAN.HARUMI BENTLEY, E
Assistant Superintendent
Instructional Services
JOHN H. BLAIR
Assistant Superintendent
Business Services
GERALD C. TARMAN
Assistant Superintendent
Personnel Services
CHERYL ERNST
Director
Elementary Education
DEWAYNE L FEASEL
Manager
Facilities/Maintenance/
Operations
njg
C:
Distinguished School Board Award 1984. United States Denartment of Education