HomeMy WebLinkAbout2852 ESTURION CT; ; CB911286; Permitw
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B I L D I.NG P ER.'M I T. Permit. No: CB911286
12/20/91 16:48 .'• • Project-NO:• A9101614
Page lof- 1 . . . Development No:.
Job. Address: 2852 ESTURION.ST . . Str: Fl:5695 12/21t1: 0001 01 0
Permit Type: RESIDENTAL ADD/ALT (OVER $1-OK) . C-PRIIT 643..06
Parcel No: 215-380-29-00
Valuation: . 78,329
Construction Type: VN . .
Occupancy Group: R3 -' Class'Cde: - Status: ISSUED
Description: 983 SF FAM:RM.& BED RM/2 STORY, Applied: 09/12/91
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- : ENLARGMT OF 'EXIST. FAM/LI-V/2 BR.& GARAGE Apr/Issue: 12/20/91
* . Validated By: SBB
Appl/Ownr : SAMIMI, BEHZAD (619)931-9088
' 2852 ESTURION ST . . ..• -
Cii~LSBAb CA 92
Fe6s Required le ted & Cxedits.
AdjList
Fees: '977 00
mt: T
Tbtal Fees: 334
Balan 643.00
Fee description e nit Ext .fee Data'
Building Permit ,5 4 5 .'o 0
Plan Check 354.00
Strong Motion Fee 8.0
' 0 BUILDING TOTAL.. 907.00.
Enter "Y',' for Plumbing I
S
Fe 7.50 Y
Each Plum6ing Fixture oi~lrura > .6 2.5 15_00
Each Building Sewer-,, \ f\ . ,NCORPORATED . 1 '6.5j0 -6.50
1952 1b 1 9.00
- Enter Ufl f Or Remddr . .'\V ,9> • \.) . - 10. 00 '
* ELECTRICAL TOTAL ($1'O Min'murn. Cl . 0 15.00
Enter '.Y' for Mechanical Issue- Fee> 15.00 Y ;
.,Each Install/Reloc Appliance Vent 1. _-4.50 ',- ., 4.50
Each Hood/Fireplace -
> . . 1., 650 6.50 . -.
* MECHANICAL ,TOTAL . . , - , - . . 26.00
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FJPtA2APPROVAL ;
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CLLARANCE
CITY OF CARLSBAD •
2075LásPa1mas Dr., Carlsbad, CA 92009 (619) 438-1161
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PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr.., Carlsbad, CA 92009 (619) 438-1161, :
L. PERMIJ TYPE -
A - U Commercial U New Building U Tenant Improvement
B - ojndustrial 0 New Building 0 Tenant Improvement 1$ -
C -V (esidential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration
- 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar U Other__________
2.
PLAN CHECK NO.
j
PLAN CXD/ w;
VALID. BY - A
'V.
4394 09/12/91 000l OF 02
FOR OFFICE JJLY 334.00
A~Uress Z&52 E-ru$zloL-t ouiiaingorauiteiNo.,
Nearest Cross Street -Li . . LEGAL DESCRIPTION Iot !o. subdivision Name/Number-7 Unit No. Phase No.
. c-ii ,-) . /-k iAi—..— -Ae .
02 Energy Calcs .82 Structural Calcs 02 Soils Report 0 1 Addressed Envelope -
E.A1) I II'ilj U)C ..2 • I • rrturjty Ur - .F. AC..
DESCRIPTION OF WORK t'LAgC. fo. 'Fsl-4 I '- Y*&' t-4 0464 P
SQ. F. 'q 63 # OF STORIES —.• ... . •1
J. JNALT PERSON (it thtlerent from applicant) - -
NAME EA$4 Azp4 , ADDRESS
CITY f) STATE (. ZIP CODE 12 i'- DAY TELEPHONE ('M
APPLICANT U CONTRACTOR,, DAGENT-FOR CONiHACIOR -pWNER .. U AGENT FOR OWNER
NAME BHzt7 54a.,M I - 1ADDRESS 2.8-IM r_r-S-rUf_l diJq 5t.
CflYlLA,. STATE CA. ZIP CODE DAY TELEPHONE 131 '10
PROI4fl1Y O!RNER
NAME , ADDRESS t-ft A,.s Icsv.
CITY STATE ZIP CODE DAY TELEPHONE -.
(DNTRACIOR •.
NAME ADDRESS'
CITY STATE ZIP CODE DAY TELEPHONE
STATE UC. #. LICENSE CLASS CITY BUSINESS UC. #
DESIGNER NAME ADDRESS 3 q Th. AV tie
CITY , STATE (4. ZIP CODE '7'Z (,3 .DAY TELEPHONE 2'13 3 11 o STATE UC. #
'7. WORKERS' WMPENSA11ON .
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-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 3800, Lab. C).
INSURANCE COMPANY , . ' POLICY NO. EXPIRATION DATE
CertiFicate 01 Exemption: 1 certify that in the performance 01 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' CornpensationV Laws of California.
SIGNATURE ... DATE ... - V .
8. OWNER-BUilDER DECLARA11ON
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law For the Following reason:
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1, as ownr of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
- with contractor(s) licensed pursuant to the Contractor's License Law). .
.0 I am exempt under Section Business and Professions Code for this reasons -.
(Sec. 7031.5 Business and Professions Code: Any City or County which requir&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 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). ,
SIGNATURE . . .. DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicart or future building occupant required to submit a business plan, acutely hazardous naterials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
V DYES 1.0 N I -
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES ONO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? V
DYES ONO . .
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 OR IS MEETING THE REQUIREMENTS OF TILE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISFRICr.
9. WNSIRUCHON LENDING AGENCY ,V ., ..
I hereby aFFirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS V•
V 10. APPLICANT CERTIFICATION V - ,•. .
I certify that I have read the application and state that the above in formation 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 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIlITIES, JUDGMENTS, (X)STS
-. AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF lullS 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: irmW'lssued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work
Wisded
,6)hIrized by such permit..is not commenced within 365 days from the date of such permit or if the building or work authorized by
such pe or abandoned at any time afterthe work is commenced for a period of 180 days (Section303(d) Uniform Building Code).
RE - .. DATE:'f
1-ilTE File YELLOW Applicant PINK. Finance
S:. -
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB911286 . FOR 05/26/93 - INSPECTOR AREA TP
DESCRIPTION: 983 SF FAN.RN & BED'RN/2 STORY - . PLANCK# CB911286
ENL.RGMT0F EXIST. FAN/LIV/2 BR'.& GARAGE .0CC GRP R3
TYPE:, RADMAJ' , CONSTR. TYPE VN-
JOB ADDRESS: 2852 .ESTURION ST STE: LOT:
APPLICANT: SANIMI, BEHZAD PHONE: (619)931-9088
CONTRACTOR: S ,, PHONE:,
OWNER: . . -' .
.
PHONE: .
--REMARKS: MH/AL/?93-3118 INSPECTOR
SPECIAL-INSTRUCT:,
TOTAL TIME
CD LVL DESCRIPTION . ACT COMMENTS . .. .
19 Si Final Structural
29 PL Final Plumbing
39 EL Final Electriäal
49 ME Final Mechanical
'*****. INSPECTION HISTORY-*****
DATE DESCRIPTION •.• ACT INSP ' COMMENTS
051893 Final Combo CO PD " NO ACCESS 9. . .
-041493 Compliance Investigation P1' TP WORK CONTINUES
031693 'Final Combo CO TP
010793 Frame/Steel/Bolting/Welding 'CO TP GARAGE FIRE DOOR' -:
122992 Final Combo CO PD ., OK TO RELEASE GAS METER
100992 Interior Lath/Drywall AP TP
100992 Exterior Lath/Drywall AP, TP. - ' ' ' ' '
100292, Insulation - .. ':AP PD . .
100192 Insulation - CO TP " ' SEE NOTE, 8' -CLPN LIGHTS,F.P.
092992 Rough/Ducts/Dampers '. ' ,CO TP ACCESS TO" 'ATTIC -FAU., '
-.092392 Rough Electric ' AP TP - S '
092392 Rough/Topout i , AP TP
092392 Frame/Steel/Bolting/Welding AP - TP ' . •• S
092192 Rough Electric AP TP
091792 Rough Combo ' ' CO TP '
091792 Shear Panels/HD's ' CO TP
090992 Frame/Steel/Bolting/Welding CO TP' .
082592 Ftg/Foundatioñ/Piers AP PY, FTNG AT N/W CORNER OF HOUSE
08219,2 Ftg/Foundation/Piers - CO TP SEE JOB CARD
081092 . Roof/Reroof ' - AP TP
080792 Roof/Reroof-_ ' 'AP TP
'- 080692 Roof/Reroof ' - NR TP" -- ' ' ' S ' • -;
073192 Sewer/Water Service AP TP - •,
5'
072892 Underground/Under' Floor , CO TP • SEWER LINE COVERED
071792 -Grout . ' 'AP TP ' ,, S • ' •
071092 Ftg/Foundation/Piers AP TP
070892 Underground/Under Floor AP TP
C' _•,
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BEJANARFAA J
ARCHITECT
3611 FIFTH AVENUE, SUITE K, SAN DIEGO, CA 92103 TEL: (619) 293-3118
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Jo 'SA-1IMI Rt
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ESGIL CORPORATION' .,'
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE : c
JURI
JURISDICTION: flPLAN CHECKER
- []FILE COPY
PLAN CHECK NO: SET: . , UPS
EDDESIGNER PROJECT ADDRESS: t-."--,".- 5 : -•
PROJECT NAME .5 0
P
- The plans transmitted herewith4 have been corrected, where -
mecessary and substantially comply with the jurisdiction's
building codes. .-
E1 The plans transmitted herewith will- subtantially comply .
withthe jurisdiction's building codes when minor deficien-
cies identified . are resolved and
checked by building -department -staff.
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L The plans transmitted herewith haé significant deficiencie-s
identified onthe enclosed-check lit'and should becorrected
and resubmitted for a complete recheck.-'
E The check list transmitted herewith is
.
'f or your ihforrnation.
The plans are being held at Esgil Corp. until corrected
4 plans are submitted for recheck.
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fl. The applicant's copy of the check list is enclosedf or the -' jurisdiction to return.to theapp-licant contact person.
The applicant's copy of the check list has been sent to
Esgil staff did not advise the applicant contact person that
'plan,.check has been completed..f.. - - •-.' -
Esgil staff did advise applicant that the plan -check has
been completed. Person contacted-:.-
Date contacted: Telephone [
REMARKS:
'4 4.
By: L _L,,SC::?4n
ESGIL CORPORATION
ii GA-- AA 17 RN
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( ,• -I - - - - t, .• 4 ., . . •
ESGIL CORPORATION
9320 CHESAPEAKE DR.,. SUITE 208 .. •..•
SAN DIEGO, CA 92123
(619)560-1468
DATE 9/ jAPPLICANT
JURISDICTION: 4 . .. - -EPAN CHECKER
- -flFILE COPY
PLAN CHECK NO: ' / i28 SET: . . 3UPS
I I- "DESIGNER.
PROJECT ADDRESS c±2 7i -i,-I f
PROJECT NAME
E The -plans transmitted herewith have e'r.
necessary and substantially comply with the jurisdiction's
building codes
--•
The plans transrnitted herewith will substantially com-ly, L with the jurisdiction's buildingcodes when rnii-ior deficien-
cies identified . are resolvecl.and
checked by. building .departmentstaff.- . .
El The plans -transtnitted' herewith have signifiant deficiencies-
idehtified on the enclosed check list and should be corrected
C nd resubmitted for a complete recheck.,
The check list transmitted herewith is for your infrmation.
J The plans are being held at Esgil Corp.; until corrected
plans are submitted for recheck;. - .•- - :_
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person. .
.---,- •. jTJ The applicant's co,y of the check list has been sent to:
/ c-1 A,
y— ,. •:.- c72/c'
[] Esgil staff did n'ot' advise the applicant contact person that
plan check has been completed.
[7J Esgil staff did advise applicant that the Vlan- chec) has
'been completed. Person contacted:4v-ct .
Date.contacted: - 2 Telephone #
D REMARKS:
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PLAN CHECK NO 91- /&8 READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
JURISDICTION: -__'' _s5 __'-- Plumbing Code, Uniform Mechanical Code, National
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. Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan .check is based on
TO: .2I'_j_ regulations enforced by the Building Inspection
Department. You may. have - other corrections based
on laws and ordinances by the Planning Department,
- - -. Engineering Department, ., Fire Department or other
departments. . •
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ENCLOSURES: ___- Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
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1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90) -
PROJECT ADDRESS:_ 2- 8 b 2.. (G 1 Tr 1990 NC (eff. 7 /1/91)
1988 UMC (eff. 1/1!90) -
The above regulations apply to residential
FLOOR AREA: C(c7t of _1 -1 0 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
REMARKS: . . . •with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform -Building Code, the approval of
........... --- --fl..- .• . . does.. not permit
state, county or city law..
To speed up the. recheck process, note onthis list
PLAN (X)RrION sip (or a copy) where each correction item has been
addressed i.e., plan sheet, specification, etc. Be
Sfl.E FAMILY AND IXIPLU IME(LINCS sure to enclose the marked up list when you.submit
the revised plans. •' . . . . .
Date plans received by jurisdiction: . -. .
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Date plans received by Esgil Corporation:
Dateinitial plan. check co •eted:
By____________
Applicant contac\Person:
/iAi4se1ePhone:
NOTE:. PAM NUMBERS An NOT IN SEQUENCE AS PAM HAVING NO.ITEMS NEE])INO CORRECTIONS WERE DR.RTT.
List No. 10, General Single Family Dwelling and Duplex Without Supplements. (1988 UBC)
4 . .
PLANS 16. Show on the titl&,sheet all'structur'es, pools,
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Please make 'all corrections on the original
/ walls,etc. included under this application.
Any portion of the project shown on the site J tracings and submit two new sets of prints, and ,' plan that is not included with' the building
any original plan, sets that may have been , permit application filed- should 'be clearly
returned to you by the jurisdiction, to: . - identified as "not included."
Esgil Corporation, 9320 Chesapeake Drive, 'l'I. clearly show if-the lower level is a basement
Suite #208, San Diego', California 92123, . or a story, based on the definitions in
(619) 560-1468. Sections 403. and 420. Plot the finish grade
(as defined) on the elevations and dimension
2':' Please,make all corrections on the original - the distance to the floor above, for story
tracings and submit 'two new sets of prints, . determination.
and any original plan sets that may have been returned to you by the jurisdiction,, to: . On the cover shet of the plans, specify any
/ items requiring special inspection, in a
The jurisdiction's building department. format similar -to that shown below or sticky
back.
Indicateon the Title Sheet of, the plans, the name of the legal owner and name of person REQUIRED SPECIAL INSPECTIONS
responsible for the preparation of the plans. In addition to the . regular inspections, the
Section 302(a)7. , ' following checked items will also require
Special Inspection in accordance with Sec. .306
.4. All sheets of plans must, be signed by the I of the Uniform'Building Code.
person responsible for their preparation. , .. S
(California. Business and Professions Code). - ,. ITEM REQ. IF REMARKS
5. Plans, specifications and alculations shall be
CHECKED ,
SOILS COMPLIANCE
signed by the Californ state licensed . PRIORTO .. ,
engineer or architect responsible for their FOUNDATION INSP.
preparation,, for plans deviating from
conventional wood frame construction. Specify • STRUCTURAL CONCRETE
expiration date 'of , license. (California OVER 2500 PSI
Business and Professions Code).
PRESTRESSED STEEL ( Specify on the Title Sheet of the plans the
gross, floor area of each element of this FIELD WELDING ' project including dwelling, garage, carport, -
patio, deck and balcony. Section 302(d). , . HIGH STRENGTH BOLTS . . .
7. Provide a statement on the Title Sheet of the . EXPANSION ANCHORS plans that this project shall comply with Title
24 and 1988 UBC, UMC and UPC and 1990 NEC. ..
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SPECIAL MASONRY . .
Submit' fully. dimensioned plot plan drawn to ' SPRAYED ON FIRE
scale showing location, size, and use of all ' . ' PROOFING
existing and proposed structures on the lot.
Identify property lines ho lot_ imas ions T-'.:,.:-,'.• . PILE [CAl and, all easements. Show location of all cut or
fill slopes. Show finish floor elevations,and - ' ' ..DESIGNER -SPECIFIED
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.' ,- OTHER
Section 302(d)
9< Indicate distance from property lines to - : -' - FIRE PROT=ON . .
proposed building. .Section 302(d).
'-'/_ - - 1-3. Exterior walls closer than 3-feet to property
- lines shall be one-hour rated construction and
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have no openings. Table 5-A. -
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14': Exterior walls closer than 3 feet to a property '-
I. . . '. - Openable window area in habitable rooms must
7 line shall have 30 inch parapets when the floor 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). - 15,' Projections, including eaves, may not extend more than .12 inches into the 3 foot setback 24. 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 lfr 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).
Plastic skylights shall not be installed within 25/I Required windows shall not open into aroofed 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).: ---;'. :
18". Projections, including eaves, shall be one- . Provide mechanical ventilation capable of hour fire-resistive construction, heavy timber .7 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 , L,. 'rooms and similar rooms if required openable -. line. Section 1710. , V • windows are not provided. 'Section 1205 (c).
19. Show location of permanently wired smoke ' •. '7.. Show discharge point for exhaust air to be at detector: • V 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. 28. . 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 ,.'29. No habitable room, other than a kitchen, shall stair. ' be less than 710" '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 .)O. Show that ceiling height for habitable rooms height in the hallway. is a minimum of P0. Section 1207(a). NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 31. Show ceiling height for laundry rooms, / hallways, ' corridors, and bathrooms is a 20. When the valuation of a room addition or repair 'minimum of.71 0". , Section 1207 (a). exceeds $1,000, or when sleeping rooms are . created, smoke detectors shall be provided at 32. Dimension on the plans the 30" clear 'width for existing bedrooms per item 19 above. Section ' water closet compartments and 24" clearance in 1210. ' front of water,closet. Section 511 (a).
RESIDENTIAL V ' 33(.Specify safety glazing for-, glazing--'in-----
• hazardous locations such as glass doors, •'. Habitable rooms, other than kitchens, shall ' ' - glazing adjacent to doors and glazing adjacent
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).
17X Glazing, 'in the same wall plane as a door,
must be safety glazing if within 12" of the Window area must'be at least 1/10 of . the floor , door and less than 60" above the walking / 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. '
3Z Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
(including windows within 5 feet of tub or - *
shower floor). Section 5606 (d)5.
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36'( Sleeping rooms shall have a window or exterior ' 45./Provide.stairway and landing 'details. Section
door for emergency exit. Sill height shall not ', ,/ 3306 (b), (c) and (p).
exceed 44" above the floor. The window must
have an openable area of at least 57 square a. Maximum rise is 7" and minimum run is
feet with the minimum openable width 20" and 11". When the stairs serves less than 10
the minimum openable height 24". Section 1204. occupants, or serves an unoccupied roof,
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' rise may be '8'' maximum and run 9"
. in dwelling Basements units shall comly with :.. minimum.
the above (even if not designated as sleeping I . . •
rooms). Section 1204. • b. Minimumheadroom is 61 -811.
31 Walls and floors separating units in a duplex C. Minimumwidthis 36".
shall be of one-hour fire-resistive -
construction. Section 1202(b). .46' All hà.ndrails per Section 3306 (.j), shall
satisfy thefo1lowing:.-
39. A mezzanine is an intermediate floor and may. . - ' - - / nothave a floor area exceeding 33 1/3 percent Provide handrail :for stairways with 4 or
of.the total floor area in the room below. The. - more risers.,,
mezzanine floor must have a clear- height of 7
feet, above and below, and must have the long Handrail shall be 34" to 38" above the
side open to the room below except for posts •- nosing 'of treads.
and protective walls or railings not exceeding r -
42" in height. Section 1716. C. The handgrip -portion of handrail shall be
not less than 1 1/2", nor more than 2" in
40. The loft you show -does not comply as a: - cross-sectidnal dimension. --
• mezzanine floor and is, by Uniform Building
Code definition, ,a story. Section 1716. . 47. Every stairway landing shall have a dimension,
measured in the direction of travel, at least
EXITS, STAIRWAYS, AND RAILINGS equal to, the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
41. ' Floors above the second story shall have not t .
less than 2 exits. Exceptions: 1. Occupied 3304 (i). . roofs may have one exit if such occupied areas - -
are less than 500 square feet and located no An interior door may open inward at the top
higher than immediately above the second story. /' ste of a stairway provided the top step is
2. When the third floor within a unit does not not more than 7 f 1/2" lower than the floor
exceed 500 sq. ft., only one exit need be level. Section 3304 (i). -
• provided. Section 3303(a).
Provide details of winding stairway ,complying
1 2'. Required exit doorways shall be not less than with Section 3306 (d):
36" in width and not less than 6'8" in height,
• and shall be capable of opening at least 90 'a. Minimum tread. is 6-inches at any-point
degrees. Section 3304 (f). . and minimum 9 inches at a point-12 inches
• from where the treads:are narrowest.
4 Provide 36" .. high-protective railing for .., • "•. ,,,.,. ••,,, .•. •
/ porches, balconies, and open sides of stair ,-
.
b. Maximum rise is 8 inches. ' • landings. Openingsbetween, railings shall be, , ' • ' . less than 611. Section 1711. • C. Minimum width is' 36 inches.
Show how guardrail connection details are
adequate to support 20 pounds per lineal foot - - ' • , at a right angle to the top rail. Table 23-B. '
'
' .• • • ' •
. ' -
3 *
I,.,
•
.
,
• • • •
' .-
'•.
'•
.
' . - • • .1
5/10/90 , '•
' . 4 •
- • . ' S
, .. '' •
'
17
4 '
50./' Provide spiral 'stairway details,; per Section ' -'62' Provide skylight detils to--show-compliance
..' 3306 (f): .' with Sections 3401 and '5207, or provide
I.C.B.0. approval number. =
a.. Minimum run'is 7.71/2 inches measured at a
.point 12 inches from where the treads are .' .. 63. Plastic skylights-must be separated from each
the'narrowest. . other by at least 4-feet. Section 5207 (a) 6.
b. Maximum- rise is 9 1/2 inches. Maximum .- 64. Show attic ventilation. Minimum vent area is
clear opening between risers is 6 inches. '- 1/150 of attic area or 1/300 of attic area if
- . .. at least 50% of the required vent is -at least
C. Minimum headroom is 6 feet 8 inches =, 3 feet above eave vents or cornice vents.
Show required area and area provided.' -
d. The tread must provide a clear walking " ', Section 3205 (c). . ,, • area measuring at least 26 inches from the .' ' '.
outer edge of the supporting column to the MASONRY
inner edge of the handrail. '' - . . ,. _..•=4
4.
Provide fireplace construction details or note
151. Spiral stairways may not- be'used .f or required / , construction to be, per attached fireplace
• exits when the area served is greater than 400 standard drawing. Chapter 37. -
sq. ft. Section 3306 (f).--
- Show anchored -veneer s'upport and connections
52'. Provide I.C.B.0. Research Report and number for -' attached to wood in' Seismic Zones '3 and 4,
metal stairway, 4- or submit plans and :. comply with. Section (d)1 and Section 2515 .3006
calculations and approved fabricator registered - * (a). Show ties. and #9 wire in horrizontal
with -the building department or note that the joints. - . . ..T.. stairway fabrication plans shall be submitted ' ' . ' - ''' '
to and approved by the building official prior
. ' . •
.' 67. Show height and 6onstruction details of all
to installation. ' .• - - masonry walls. Chapte 24...
Exterior stairways shall not project into the 3 -. 68. Show floor and roof connections to masonry
foot setback from the property lines. Section - walls.' Connection shall resist 200 pounds per
3306 (n). ' ' lineal foot or the actual design load,
- whichever is graater. Cross grain tension or
The walls and soffits of the enclosed usable ,- bending in wood ledgers is not permitted.
space under interior stairs shall be protected ,- Section 2310.
on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). ' -'69. Show a minimum 2" air space and flashing
between planter and building walls.
Within units, show that corridors have a Section 2516(c) 7. 4- • , minimum width of 36 inches. Section 3305 (b).
GARAGE AND CARPORTS .
ROOFING
-. 70. Garage requires one-hour fire protection on 5. Specify roof slope. . ' the garage side of walls and ceiling common to - . the dwelling. Table 5-B, Section-503 (d).
Roof slope . is not, adequate for roof type
specified. Table 32-B,C,D and E. ' 71 All elements suppàrting floor above garage..
walls. .supporting_fio.or..jois.ts,must
Specify roof material and application.. Chapter , ,' have one-hour fire-resistive protection on the
- 32.•garage side. Section 503 (b)
1
59.
- - .
Specify I.C.B.O or U.L. approval number for
4
4 . -
72'.. Show 1 3/8" solid core self-closing door for
roof materials not covered in IJ.B.C., e.g., '' * openings between garage and dwelling. Section
tile, etc. Section 107. 503 (d).
-
66.' Specify minimum 1/4 inch per' foot roof slope. '73. Garages are not permitted to open into a rooth
for drainage, or design to support accumulated ' used for sleeping -purposes.. Section 1104. - water. Section 3207 (a) and Section 2305(f). ' , . -
61 Show roof drains and overflows Section 3207 F
I '' . - • ' •, -. . . . I 4- ", 4 , ' . . . . .- . 4--, ,
4 - - . * .•' -
,' .•
'4-
12/18/90
4- 4
1
- 1
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-4, ,.
44
74 An occupancy separation is not required between ( 82."The soils engineer recommended that he/she
carport and residence, provided the carport is Y' -' review the foundation -excavations. Note on, *
open on two or - more sides and has no enclosed the foundation plan that "Prior to the
uses above Section 503 (a) Exception 3. contractor requesting a Building Department -
foundation inspection, the soils engineer
75 Show, garage framing sections, size of header, shall advise the building official in writing
over garage opening, lateral cross bracing at _>' . that: ,-
' plate line, method bracin ara e front and —
jddowns if require pter,,3 ,. ) 1 The building pad was prepared in
14 C 1'4L Y accordance with . the soils report,
NOTE: Maximum shear panel height-to-width ' - .
ratio is 3 1/2 to 1 for plywood.-Table 25-I. - .;* 2. The utility trenches have been properly
- backfilled and compacted,-and
7/. Doors may open into the garage only if the -
S.
floor or landing in the garage is not more than . . 3. 'The foundation excavations comply with *
one inch lower than the door, threshold. • ' -' the intent of the soils report".
Section 3304 (i). - - 83. Show height of all foundation walls. Chapter
Provide an 18" raised platform for any FAU, .-" 23.
water heater, or other device in the garage
which may generate a flame or spark. UMC 84.-' Show height Of,4 retained earth on all
Section 508, UPC Section 1310 (a). - ' ' - foundation walls.' -.Chapter,23.
'85'i FOUNDATION REQUIREMENTS -. If cut ,or fill sloes .exist, show distance' of
foundation to edgeof cut or fill slopes and
Per soils' report, note-..on the plan the'soils ' , show steepness and heights of cuts and fills.
-classification, whether, or not the soil is- -Chapter 29.
expansive and note the allowable bearing value.
' Section 2905 (c). . - - 6. Note on plans that wood shall be 6" minimum
above finish grade: Section 2907 (a).
The foundation plan does not comply with the " -,,
1 ' - '
soils 'report recommendations for this project. 87. ,Note on plans that surface water will drain
Please review the report and modify design, away from building and show drainage pattern
notes and details as required to show . ' and key elevations. Section 2905 (f).
compliance:
.88'(Dimension foundátion.per U.B.C.-Table 29A:-
'Floors . - Footing
Provide notes on the foundationplan listing Supported* Stemwall Width Depth Thickness - the soils report recommendation for
foundations, slab and building pad preparation. 1 , 6" 121", 12" . 610. -
. - - 2 8" •15" '- - 18" 7", , ,Ai. Provide a letter from the soils engineer' . '3 '-- 10" . 18" 24" - 811 -- .7 confirming that the foundation plan, grading
plan and specifications 4 have been reviewed and : Foundations may support a roof in addition.to the
that it has been determined that 'the floors. ' Where only a. roof is supported, use -, -
recommendations -a'.. in--- . the. .-- soils *repor-t--.. are *-------L.. foundation-for one -floor.---- -------------------------- ------'-/ properly incorporated into the construction'.
'documents (when required by the soil report). - p9'' Show foundation "sills to be pressure treated,
. . / or equal. Section 2516 (c.) 3. - 4 *
Show foundation bolt size Land spacing. -,
Section 2907 (f)
91 Specify size, I C B 0 number and manufacturer
of, power driven pins. Show edge and end "
distances and spacing. Section 302 (d).
4. *•'
'- • - - - - • *
* -_4 -. --4 •'
2/13/90 6
,L '•. - -- ' ..
-4
-4 .4
- S.*-•, -
f
92. If requiied, show size, embedment and location 105. Showrafter ties. Rafter ties shall be spaced
of hold down anchors on foundation plan. not more than 4 feet on center and be just Section 302 (d). ', above the ceiling joists, where rafters and
93< hold downs ceiling joists are not parallel. Section 2517 If are required, note on plan that 5, (h).4.
hold down anchors must be tied in place prior
to foundation inspection. Section' 305 (e) 1. .-1'66. Show rafter purlin braces to benot less than.
94<" Show adequate footings under all bearing walls
45 degrees to the horizontal.
Section 2517.(h) 5. -
and shear walls. Section 2907 (b). .
1O7.- Show double top plate . with minimum 48" lap
' 95. Show on the plans stepped footings for slopes splice. Section-.2517 (g) 2 steeper than 110. Section 2907 (c). . ..
96<'
.108. / Show nailing will be in compliance with Table
Show minimum 18" clearance from. grade to bottom 25-Q.
-' of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 109. Show or note fire4 stops at the following
locations per Section 2516 (f): /97. Show pier -size, spacing and depth into
undisturbed soil. Table 29-A. - ' a. In concealed spaces of stud walls and
partitions, including furred spaces, at Show minimum underfloor access of 18" x 24". . , the ceiling and floor levels and at 10 Section 2516 (c). ' foot intervals along" the length of the
Show minimum underfloor ventilation equal to 'l
wall;
sq. ft. for each 150 sq. ft. of underfloór b. At all interconnections between concealed • area. Openings shall be as close to corners as ', '- vertical and horizontal spaces such as practicable and shall provide' cross ventilation occur at soff its, drop ceilings and cove on at least two approximately opposite sides. - ' . ceilings;
Section 2516 (c) 6. - =
c. In concealed. spaces between stair • FR).XLNG . ' , •, ' stringers at the top and bottom of the
, l,9d. . Show wall bracing. -Every exterior wood stud
run and between studs along and inline - with the if run of stairs the walls under wall and main cross-stud partition shall be
,
the stairs are unfinished; and; braced at each end at least every 25 feet of -
length with-1 x 4 diagonal let-in braces or . . d. In openings around vents, pipes, ducts, equivalent. Section 2517 (g) 3, Table 25-V. ',, chimneys, fireplaces and similar openings
101. In 2-story buildings, shear panels at the first
which afford a passage for fire at
. ceiling and floor levels, with 'story (at. least 48 inches in width) shall be noncombustible materials. located at each end or as near thereto as / . - - - -•, - possible and-comprise at least 25 percent of 110. In duplexes, draft stops shall be prOvided in the linear length of the wall, or provide floor-ceiling assemblies and attics in line design. Section 2517(g
'
)3, Table 25-V. with walls separating units and separating - ' 'units from common areas. 102. Note cross bridging.or blocking. Floor joists
and rafters 12" or more in depth shall be 211. Show stud size and spacing. Maximum allowable ---'------'--supported -iatera1ly by bridging' at intervals ,/ stud--heights: Bearing'- wall 2"x6''id2 16"
- not exceeding 8 feet, unless both edges are - - max. 101; 2 x 4 max. 141 ,2 x 6 Non-bearing:
'Sec. held inline. 2506 (h), 2517 (d) 6. max. 201. -Table 25-R-3.
103. Show blocking at ends and at supports of floor ,-l'2. Studs supporting two, floors, 'a roof and " joists, rafters and trusses at exterior walls. ceiling must be 3, x 4 ''Or 2 x 6-at 16" o.c. - - Section 2517 (d) 3, 2517 (h) 6. . - ,.' Table 25-R-3.
Bearing partitions, perpendicular to joists, - :113 Note on A.I.T.C. Certificate of Compliance for shall not be offset- from supporting girders, - glued laminated wood members shall be given to beams, walls or partitions, more than the depth. - the building inspector prior to installation. of the joist. Section 2517 •(d) 5. ', -. Section 2505. - .'-
I
I
S • S.
119. Detail all post-to-beam and post-to-footing , 126 Columns and posts located on concrete or
" connections and reference the detail to the - : masonry floors or decks exposed to the weather
plan. Section 2516 (m). - or to water splash or in basements and which
-! support permanent structures shall be
15. Detail shear transfer connections, including supported by concrete piers or. metal pedestals
roof and floor diaphragms, to shear walls. . -. projecting above floors unless approved wood
Section 2513. - of:natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
116. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate . 127. Individual concrete or masonry piers shall
required blocking. Maintain maximum diaphragm / project at least 8 inches above exposed ground
dimension ratios. [Tables 25 I, .J, K and .,. unless the columns or posts which they support
Section 4714 (d)]. are.of approved wood of natural resistance to
- decay or treated wood is used.
117. Provide truss details and . truss calculations . Section 2516 (c) 4.. ..
for this project. Specify truss identification . numbers on the plans. . Show location of attic access with minimum
'size 22" x 30". Section,3205.
/2 Show 1" minimum clearance—between top plate 0 .
of interior partitions and bottom chord of Show draft separation"for attic areas between trusses. '(To ensure loading will be as- units in a duplex. ' Section, 2516 (f).
designed).' . . . . -i'
- . - Specify plywood -and/or particle board
119. Provide roof -framing plan and floor framing . thickness, grade :'--nd.Spanel identification
plan. Section 302 (d).' . index. Table 25-S. -' -
120. Provide framing sections through , , . 13i. When roof pitch is less than 3:12, design
ridge-as a beam., Section 2517 (h).
If foundation cripple wall studs are less than
14" high, framing shall be solid blocking, or
Section 302 (d).
, . sheathed with plywood. Section 2517 (g) 4.
12'. Specify all header sizes for opening over 4' Cripple wall studs exceeding 4 feet in'height
wide. Section 2517 (g) 5. . shall be 3 inch by-4 inch or 2 inches by 6
121.
inches -when supporting 2 stories.
Provide calculations for, main 'vertical and Section 2517 (g) 4.. , ; / horizontal framing members and post footings. / Section 302 (b). 134. Show plywood sheathing over exposed eaves, or
other weather exposed areas, is "bonded with
Provide calculations for lateral loads, shear , exterior glue." Plywood used for exterior panels, shear transfer and related. Section wall covering shall be. the exterior type.
302 (b). . Section 2516 (i), 2516(g)3.
In Seismic Zones 3 and 4, the allowable shear '135. Detail truss layout for 30" x 30" attic wall values for drywall in Table 47-I must be -' access, if required for equipment in the attic
reduced 50 percent when considering earthquake and detail 30" x 30" clearance through truss
loads. This does not- apply to wind loads. webs. , ,• , Footnote 1
' 136. Ridges, hips, and valleys shall be at least
Show on the plans all structural requirements - one size larger than supported rafters.
developed in the structural calculations. Section 2517 (h) 3. Section 302 (d). (See comments below or at
end.) - -- , 137. In open beam construction, provide strap ties
- - - across the beams, at the ridge support.
- - - . - -Section 2501 (b).
- -
8 - 7/5/91
4
- .
138.' Note on the plans that "all weather-exposed 149< Show I.C..B.O. approval number for prefab
surfaces shall, ha,te a weather-resistive barrier
- . ' fireplace. Show height of chimney above roof
to protect the interior wall covering and that '.' , per I.C.B.O. approval or Table-37-B.
exterior openings shall be flashed in such a ,-
manner as to make them weatherproof". Section ' 150. Note-on plan: Gas vents and non-combustible
1707. .. piping, in walls, passing through three floors
. . . , ,,. or less shall be effectively draft stopped at
MEtANICAL (UNIFOIN MFXAJ1ICAL (X)DE) each floor or ceiling.
UBC, Section 1706 (a) 6. •,.
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical 151 Provide dryer vent to outside UMC, Section
Code. 4 •. '
1903. '
139 Show the size, .location and type of all heating . . ELErRICAL'(NKrI0(ALELXIRICAL CODE)
and'cooling appliances or systems.
All wiring shall comply 'with the National
Every dwelling unit shall be provided with-. Electrical-Code.'",
heating facilities facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet . 152. Show on ' the plan, the amperage • of the
above the floor in all habitable rooms.. Show, electrical service,, the location of tJi
• basis for compliance. !.TBC, Sec. 1212. . '- service panel and the location of any sub-
- . • , - panels. If service is over 200 amps, submit '
Note on the plans that the FAU closet or alcove . single ithe diagram, panel , schedule and load
• must be 12,inches,-wider than the furnace or , calculations. '-• .
• furnaces being installed. UMC Section 704. - - /
--
. . , .
S -/ . 153. Note on the plans: "Electrical outlets shall
142. Show minimum 30" deep unobstructed working , be installed in accordance with NEC Article
space in front of furnace. Section 505, UMC. - - 210-52". •'. ',<. -
143. Furnace shall-not be installed in any bedroom, 154. Note 'on the plans: "Lighting outlets
bathroom or in a closet or confined space with . " - controlled by' a wall switch shall be provided
access only through such room unless specified , in accordance with NEC Article 210-70".
as direct vent.appliance, -enclosed furnace or electric heating appliance. 155—Note on the plans:. "Light '. fixtures installed
Section 704 UMC.. ' . in clothes closets will comply with NEC
, -
- • Article 410-8".
Show source,of combustion air to furnace, per
• Chapter 6, UMC. - 156< Note convenience outlets in bathrooms, kitchen
. . • Show -to
- counter top(s) within 6 feet of -the kitchen
access the attic containing equipment 'garages sink, outdoors, 'and in and basements
to be minimum' 30 inches by 30 inches. The . (other than for laundry and similar equipment)
opening may be 22 inches by 30 inches if the - shall be GFI protected. NEC, Art. 210-8.
equipment can be removed through such opening. : . ' ' .' . ,• . .
Section 708 UMC. 157. Note electrical system -ground to be provided
per NEC, Art. 250-80(a), 81(c). . .
146. . Note that passageway to the attic furnace shall - be unobstructed and have continuous solid -. - , . PUJMBIW (UNIFO14 PLUMBING CODE) -
flooring not less than 24 inches wide, not more
than 20 feet in length through the attic. - ' 158. Show water heater size, type and location on
* Section 708 UMC - - - - plans Section 1301 ' ,UPC,
147 'Show permanent electrical outlet and lighting - '].5'. Show source for providing combustion air to fixture controlled by a. switch for furnace - . • fuel burning water heater. If wall openings located in attic or underfloor space. Section . in an enclosure are used;-at least one-half of 708 & 709 UMC. .
- the required opening area shall extend into
/ :. . • the upper twelve inches' ofthe enclosure and '
,14+8. Show details' to comply ,with Section 709 for - one-half within the lower twelve inches. UPC, • furnace under, the floor, or Section 710 for - Section 1307. . . roof or outside furnace
.b .
16< Fuel combustion water heater shall not be, 172. Specify on the building plans' all of tIe " installed ,in bath or bedroom or in a closet ,- mandatory energy conservation requirementsás
opening into bath or bedroom. UPC, Section :. . listed on the enclosure titled, "Mandatory .
1309. - ' Energy. Conservation Requirements"".
161.Provide adequate barrier to protêc€ water 173. Show the make, model and efficiency of the
heater from vehicle damage. An 18" platform space heating (or cooling) system and provide
for the water heater does not satisfy this - heat loss calculations if the output exceeds ..
requirement. UPC, Section 1310. 45,000 BTU/Hr. -
1p2. Show T and. P valve on waterheater and show
S..- .
For room additions, show that the glazing area
route of discharge line to exterior. . / of the addition does not exceed 16% of the
UPC, Section 1007 (e). . / newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
Show that water-heater is adequately braced to
resist seismic forces, when not connected by 175. Provide -fluorescent 'general lighting in
rigid pipe. UMC Section 504(d).
. -kitchen(s) per CAC, Title 24, 2-5352(J). -
Show shower stall can accommodate a 30" circle - MISELLANFXXJS
and has a minimum floor area. of 1,024 sq. in. ' ; . . -.3'• . S •S
UPC 909 (d). S . , 176. Please see additional corrections, or remarks,
. ... on the following-page. •- . .
165. Provide clothes washer hook-up for each unit. S S
Title 24, Part 3. 177. To speed up the recheck process, note on this
list (or a copy) where each correction item
NOISE INSULATION (DUPLEXES)'•. -has been addressed, i.e., plan sheet, note or
'detail number, calculation page, etc. - 166. Show details of duplex common (party) walls and .
floor/ceiling assemblies to achieve a Sound 178. Please indicate here if any changes have been
Transmission Class (STC) rating in walls of 50 made to the plans that are not •a result of
decibels and an Impact Insulation Class (IIC) . corrections from this list. If there are
rating on floor/ceiling of 50 decibels. - other changes, please describe them briefly
Title 24. -,. and where they are located in the plans.
167. Show how penetrations of assemblies for piping, Have changes been made to the plans not
electrical devices, recessed cabinets, .. resulting from this correction list? Please - bathtubs, soffits, or heating ventilating, or .' check. exhaust ducts shall be sealed, lined, or .... -
insulated to maintain required sound .
Yes No
transmission rating. Title 24.
The jurisdiction has . contracted, with Esgil 168. Provide insulation in walls and ceiling to Corporation located at 9320 Chesapeake Drive, Suite
achieve SIC of 50 between garage and living -, 208, San Diego, California 92123; telephone number
area if garage use is not controlled by of 619/560-1468, to perform the plan check for your
resident. Title 24. •. - project. If you h,,ave any questions regarding these
S S , p lan--the items please ntac1 ,7
..GYNSVAIION
169. Proi.ide' plans, calculations and worksheets to
show compliance with current energy standards.
t Esgil Corporat9z.
- - .(j . ,-------"- Thank U. 170. The regulations require a properly completed - ................----
. . S
and properly signed Form CF-1R to be either
imprinted on the plans, taped, to the plans or . . .
.•
-
. "sticky backed" on the plans, to allow the 5,
...-
building inspector to readily compare the - - . - , .
.
-'
. actual construction with the requirements of
5
the approved energy design. - - -
171. -All energy items shown on the plans 'must be in .. . - agreement with the information - shown on the - -
properly completed Form CF-lR.
10 7/9/91
- -. • - •
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- , .5 - 3. - • - - *
' -: - 5, - '
!.-• . '
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• - '- - :', - '. :- •- -- SS"
Date:Jurisdiction______________ :
o Bldg. Dept Prepared by . '*.
VALUATION AND PLAN CHECK FEE 0 Esgil
ell
PLAN CHECK No._91 — 1' 4 -
BUILDING ADDRESS
APPLICANT/CONTACT PHONE NO.
BUILDING OCCUPANCY T7. - DESIGNER PHONE..
TYPE OF CONSTRUCTION I'J
.•
. CONTRACTOR PHONE -
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
..
983 --
1
::
:1. •
Air Conditioning'
Commercial . . '•. ''
Residential
Res. or Comm.
Fire Sprinklers ______________ @_
- -
.__________________
Total Value' ' "
.
77(3
I
• fl •,. . - • I ,..fl •., •
B uild in g Permit. e e $ /8 / _____x -7 9,
Plan Check F• e e $ - ' $
COMMENTS:
'fl 2,• . fi. SHEET /OF 7. ' 12/87'
r .' • . ''• •
I BUILDING PLANCHECK
1 ENGINEERING CHECKLIST
DATE O - ITEM COMPLETE
PLANCHECK NO CR 'q1-1Z863 ITEM INCOMPLETE -'
iL NEEDS YOUR ACTION
1 2 3 ZSZ +urr - S+r ITEM SELECTED
S R 0
T D D SF AiTiO
C C C PROJECT ID ARN Z'-3O-Z -
H H H
E E E LEGAL REQUIREMENTS
K K K Site Plan
EZ1 1 11 I_J L_J ,• , Provide a fully, dimensioned site plan' drawn to scale.
- Show: north arrow, propertylines, easements, existing and
* proposed structurs, streets, existing street improvements,
right-of-way width and dimension setbacks.
Show on site plan:•i' Finish, floor eiéations, pad
elevations, elevations of finish grade.' adjacent. to
building, existing topographical lines, existing and
proposed slopes, driveway with percent gradeand
drainage patterns. t . ,. Y• ,
n-p i II
3. Provide legal.description and Assessors Parcel Number.
Discretionary Approval Compliance
4 No Discretionary approvals were required 4
E1 ii:i : . Project complies with' all Enginering 'Conditions of ..
Approval for Project No
. '-• ., •. . 0 -,
L_J L_J L_J 6 Project does not comply with • the following Engineering
Conditions of Approval for Project No.__________________
I I
4 . . •, .•,t •q .f ',, .' . ' .
Conditions...complied-with,by: ____' '.. Date: '
Field Review
7 Field review completed No issues raised
El El El
8. Field,, review completed. The following issues or,
discrepancies with the site plan were found
A Site lacks adequate public improvements
1:11:11 El B ExI1sting drainage improvements not shown or in
conflict with site plan
El El El oc.Site is served by overhead power lines
P:\D0CS\M1SF0RMS\FRM0010.DH I REV 02/27/91
.4. S•'.4___ 4. ,f' -*
r-i i ri
i—' H LJ D Grading is required to access site, create pad or
provide for ultimate streetimprovement
r1 ri ri -- L_LJ H- E. Site access visibility problems exist. Provide onsite,
turnaround or engineered solution to problem.
. . ,. . S ......4.4.4. ,.
r1 ni El -
F Other
_# - 4 . * 1 . -. . S
- I - -# . •4..•
.4-
4, •4. 4
.454•
- .5. - 4. 44
4
4-'
DediôationReâuireInents -
9 No dedication required
10' Dedication required Please have' eistered Civil
Engineer or Land Surveyor prepare the appropriate leal
déscritibn 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 4.of Building Permit. The description;-of
the dedication is as follows
4
.3 .,.. . . • ....4•' -'' 4.
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4Dedication completed, Date By
4
r 4
Improvement Requirements 4..
d o El . . S 4 . 4 11 No public improvements required SPECIAL NOTE Damaged or
3 , defective improvements found adjacent to'büilding site must
be repaired'to the satisfaction of the City inspector prior-
to occupancy. . .• . S . . :
12 Public improvements required This ' project requires
,construction of public ,improvements pursuant to. SectiOn
. 18.40 of the City Code Please have a regitered 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: . - ..
4
4• . . S -. •,• .. -4- . . . -S -. ''
4!
Improvement, plans signed, Date
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by
P \DOCS\KISFORHS\FRMOO1O DH , REV 02/27/91
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13 Improvements are required Construction of the public • improvements maybe deferred in accordance -'with Section •
- 18.40 of the City Code: PIease..subinit a ,let€er requesting
deferral of the required improvements together with a4
recent tit1e report on the property and the appropriate
processing fee • so we may prepare the nedessary Future.
Improvement Agreement •. The Future 1mpr0vement' Agreement
* must be signèd,.nbtarized and approved by theCity -prior to
issuance of a Bui1ding, Permit -
Future Improvement Agreement completed, Date-.-
By:-
I1 11 F U1 I_J LJ _4 • • -•
13g. Inadequate informatioh aväilàble on site• plan to make a
determination on grading requirements. Please provide more
• de€ái1ed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, ,export).'
No grading requited as determined by the information
provided on the site plan
Grading Permit required. A separate gradihg plan prpred
by, a registered Civil Engineer, must be surnitted . for..
- separate plan check and approval through the Engineering.
Department. NOTE: The Gradinci Permit must be issued and
grading substantially complete and found acceptable to the
City Inspeátor prior to issuance of Building Permits.
Grading Inspector sign of f Date by
Miscellaneous Permits
I
16 Right-of-way Permit not required'.'-
E - Right-of-way Permit required. A separate' Right-of-Way '.
• Permit issued by the Engineering Department is requiredVfor
the following
* 4 •
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Sewer.Permit is not required. • r •,--.,: -
118n1 r1 g • Sewer Permit :is required. A sewer Permit is required
•• concurrent with Building Permit issuance. ..,The fee required
- is noted below in the fees section 7
•
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a
• 20. Industrial Waste Permit isnotrequired. ' •
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P:\D0CS\MISF0RMS\FRM0010.DH • • - *J• 02/27/91
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Industrial Waste Permit is required Applicant must
complete Industrial Waste Permit Application Form and
- '-submit for City approval prior to issuance of.a Buiiding
Permits Permits must be issued prior to occupancy
Industrial Waster Permit accepted -
-
• Date: - By: • - -
Fees Required
o
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27 Park-in--Lieu Fee
Quadrant: Fee per Unit:_____________
Total Fees
-
O ' 23 Traffic Impact Fee
Fee Per Unit:__'. -, 'Total.. Fee:
o
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24 Bridge and Thorough fare Fee
FeePer Unit: Total.Fee:_________
o 25 Public Facilities Fee required
o 26..Facilities Management Fee Zone ' Fee
O 27.- SewerFees Permit No. -' - EDtJ's_______
77-Benefit Area 4'Fee
o 28 Sewer Lateral Required
Fee
0 29 -REMARKS:,
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY DATE
-:
-
P \DOCS\MISFORMS\FRMOO1O DR REV 02/27/91
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PLANNING'CHECKLIST
Plan Check No. /26 Address
Planner DAIL' RC Phone 438-1161 ext.
(Name)
APN: 2j, 4
Type of Project and Use SF dJ
Zone R I Facilities Management Zone
Legend
Item Complete
I 8
Item Incomplete Needs your action
1, 2, 3 Number in circle indicates planchek number where deficiency was
identified
.0 Environmental Review Required: YES NO 1E . .s
'. .. . .
: DATE OF COMPLETION:
Comphance with conditions of approval? If not, state conditions which require action.
Conditions f Approval
Discretionary Action Required YES - NO
APPROVAL/RESO. NO. DATE:__. . .
PROJECT NO
OTHER RELATED CASES:.
Compliance with conditions of approval' If not, state conditions which require action
Conditions of Approval
- -- 4
California Coastal Comson Permi t Required YES NO
DATE OF APPROVAL
I I
San Diego Coast Dist nct, 3111 Canuno Del Rio South, Suite 200, San Diego, CA 92108-1725
(619) 52178036 . •- :'
Compliance with conditions of approval If not, state conditions which require action
Conditions of Approval
* *1
4..-
ndsape Plan Required S NO
. .Settached submittal requirements for lartdscape.plaris 1
SiteP1an
r • -
r 'S
17 I Provide a fully dirrknsioned site plan drawn to scale Show Nor
arrow, propertyhnes, easements, existing 4and proposed structures
streets, existing street .improvements,nglt df way width a-'
dimensioned setbacks. *
2 Show on Site Plan Fish floor elevatio, elevatio or rnsh fade
adjacent to building, existing topographical,lilies, existir1g and pro Doseo..
slopes and driveway.
I 3 Provide legal description of property.
I - . . -
-- r• -
4 Provide assessor's parcel number.
Zoning. -
1 Setba'cks
Front - Required'4 / Shown ,,2-
tnt ide Required 7/ Shown 7 '3"
Street Side '' Required A'Shown4'
Rear Required (9' Shown 701
2 Lot coverage Required Shown
-. 3. Height: - Required
4 Parkmg Spaces Required-- O' Shown
-
Guest-Spaces Required'' . wry.
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O 0 0 Additional C6nunents
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OK TO ISSUE AND ETEDAPROAL INTO COMPUTER DATE
TPLNCKFRM
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BENTON ENGINEERING,'!NC.
-
' APPLIED SOIL MECHANICS FOUNDATIONS
6741 EL CAJON BOULEVARD
- SAN DIEGO CALIFORNIA 92115
PHILIP ;cNYINGBENTON October 19; 1972 583-5654
.469-5654
La Costa Land Company
Costa Dl Mar Food
Rancho La Costa, CaI,for'nia 97008 :
• Subject Project No 71-7-7D
V Gradingt- Pcrm, No. L--590 • * VVVZSS V
V Final Report on Compacted Filled Ground
And ClasiFicatio'i of Soil Conditions
Lots 413 to 584, inclusive
And Ccr:in Street Areas Ir
La Costa M.ecidows Unit No. 3
CHsb&I'Coli for nia .. -
. t
Gentlemen:
V
This is to report the results of tests and oeatin made in oder to inset the compaction
filled ground placed on certain arias of La Costa Meadows Unit No; 3 in Carlsbad, California,
formerly apri- of the County of San Diego. The fills were placed during the period between
July15, 1971 and July 20, 1972.
-.
•V V •V.4 V V
The Lipproximate, areas and depths of filled ground placed under our inspection in cccordonce
:/1tu1 the approved specifications are shown on the attached -Drawing We 1, entitled "Location
V ofCoinpacted Filled Ground." The grading plan used for the placement of filled ground was
V prepared by Rick Engineering Company and approved March 15, 197t';• .'. -
The approximate locations at which the lests were ken and the Final test prcsnted
on pages 1-1 to 1-26, inclusive, under the "Table of Test Results.". The laboratory determina-
tions of the ma>irnum dry densities and optimum moisture contents of the major fill materials ore
presented on pages T-27 and 1-28, under the "Laboratory Test Results." 'Some of the maximum
dry densities shown In the "Table of Test Results" were combinations of these., The tests were
taken during the eekly periods indicated below
Test Number Week Endirg
1, to 4, Inclusive V - July 17, 1971 •V
- 510 21, Inclusive • V
V
July 24i 1971.
- ,'•, V 22-to 35, inclusive V August 7, 1971
V 36 to 63, inclusive
V V: ..August 14, 1971 -
V
64 lo 113, inclusive August 21, 1971
- 114 to 153, inclusive S - '-' August 28, 1971. VS , 154 to 218, Inclusive - September 4, 1971
- 219 to 275,, Inclusive VS - - September 1V1 1971 - V'
VV.1, V•' •
- 276 to 318, Inclusive - -
.-. -
- - September 18, 1971
319 to 360, Incluslvo V
5
- September 25, 1971 46 9/_i2
.ojdct Nb. 71-717D ..-October 1, 1972
a Costa Land Company
Test Number Week Ending
361 to 404, inclusive :. October 2, 1971 .•
405 to 456, inclusive October 9,. 1971 .
•. .
- 457 to 507, inclusive October 16,'197
500 to 538, inclusive October 30, 1971
539 to 570, inclusive November 6, 1971
571 to 621, inclusive November 13, 1971
622 to 675, inclusive November 20, 1971.
676 to 701, inclusive November 27, 1971 ..
702 to 771, inclusive December 4, 1971
..772 to 835, inclusive December 11,-19.71,
836 to 905, inclusive December 18, 1971
• 906 to 924, Inclusive . December 25, 1971
925 to 930, inclusive July 15,-.1972
931 to 935, inclusive July 22, 1972
-
..
'. -.•. '.
The final results of tests and observations indicate that the ornactedfilléd ground hs been
placed at 90 percent of the maximum dry density or greater. It has been determined that the •
fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing vOiUC.
of 1930 pounds per square foot for one foot wide continuous footings founded-at a minimum
depth and placed five feet or more inside the top of compacted filled ground slopes. If foo tings:
are placed clot-or to the exposed slopes than 5 feet inside the top of compacted filled ground
slopes, these should be deepened one foot below a 1 1/2 horizontal tol vertical line projected :
outward and downward from a poin!' .5 feet horizontally inside thQ top of compacted filled
ground slopes. Tests indicate that the compacted filled ground is adequateJo satisfactorily
support the proposed wood frame dwellings without detrimental 'Settlements,'-
Expansive clay, silty cloy, and sandy clay soils were placed in the upper three feet in cer1ain
compacted fill areas and also exist in the upper three feet below finished grade in certain cut
areas. The final classifications of 'the Soil conditions existing on each lot ore presented as.
follows
Type A - Critically Expansive Soils
Lots Lots
413 tó 430, inclusive " '53L to 5341 inclusive
432 to 435, inclusive 536 to 540, inclusive
437 to 441, Inclusive . 543 to 552, inclusive''
446
to
'150, inclusive 554, 556, 557, 558
2 to 454, inclusive 563, 564, 570, 574
459 to 4.66, inclusive 575, 576
470 to 487, Inclusive 578 to 581, inclusIve
489 to 510, inclusive / 584
512 to 527, Inclusive
I
'. ..•.•- - ,- t
I
a Costa Land Company
Type B - Marginally [xpcinive Soils
Lots
.,431 dnd 436 ' 528, 529 530,'535 .
442-to 445 ncJve 542 555 560, 565 V
,451to Lj)iclusivo V 566, 568, 569,571. V.
V 467 to 469"Tnclu5ive 572 and 573
488,511
Type C - Nonexpansive Soils
Lots
' V : ..'
V
-
'V • V
, ' . . _
541, 553, 559, 561, 562
567, 577, 582, and 583
It is rocomrnendèd that the following special design and precautions ba taker for the housed to
be constructed on the above ipis in order to minimize the, possible damaging effects due to VVV V
V
dificrential movements of the potentially expansive soils: -
V
Type A Lots -
-
-. . V •• .:
1 '. Avoid the use of isolated interior piers. Use continuous interconnected V V V
V reinforced foot ings.throughoui', and place these at a minimum depth of
V '
V two feet below the lowest adjacent exterior Final ground surface. .
V,'ft
V •VV • V.
2. Reinforce and interconnect continuously with steel.bcri all interior and . . -.
exterior footings with one 5 bar at 3 inches above the bottom of the V V
V •
, footings and one #5 bar placed 1 1/2 inches below the top of the stems
- of the footings.
V 4 <3. Exerc'iso every effort to a.sure thdt the moisture content of the soils in H .
RORT the upper 18 inches below finished grade is 1 percent to 3 percent greater'.V
4.'
t?oivi than optimum at the. time of placing foundations and slabs ' •' V
V V . . •. V V4
V •. Raised iooden Floors that span bet C0VflfjnUOUS footihg4s are best, or use
V
concrete slabs with at least 6x6 -10/10 welded wire reirilorc'ement and a 'V
V jjri of 4 Inches of crushed rock 3/4 to 1 inch in size beneath all
V ..
'. concrete slobs. , A moisture barrier should be provided over the crushed iVock
-' and this should be covered with 2 inches of sand below conciete slabs
5. Separate garage slabs from perimeter footings by a 1/2 inch thickness of
construction felt or equivalent, to allow independent movement of garage
.
V
V
- slabs relative to perimeter footings. Assure complvil'e separation by extending •
the felt over tho full depth of the front thickened odg df the garage slab. .
Also, cut off the garage door stops at 10a3t 1/2 inch above the slab.
V • • UENYON ENGINEERING. INC. '
V
•
V
Pro ict No. 71-7-17D -4- October 19 1972
La Costa Land Company .
6. Provide positive drainage away from all perimeter footings witha'
"vertical fall of at least 6 Inches in a horizontal distance of 5 t
feet outside- the house walls.
1( ctJ ft 577 P L 4 A) Ar" / 5.
Type B Lots
Those'los listedas Type B lots should Follow all the above-listed rec6rnmédatioñs wIth the
following exceptions
1. The continuous Footings may be placed at a minimum depth of 18
Inches below the lowest adjacent exterior final ground surface rather
than the two feet recommended for Type A lots
2 'Single 4 bar placed as directed (above) near tops and bottoms of all
interior and exterior footings may be substituted for the 15 bars
recommended for Type A lots
Pec-ommendotions 3 to 6, inclusive, as listed ,for the Type A lot-s1 are also applicable ro the
Type B lots
Only nonexpansive soil conditions were observed in the upper three feet on the Type C lots
and therefore specially designed footings and slabs will not be required on these lots
Respectfully submitted,
bENTON ENGINEERING, INC.
R.C.Rerner
p -
-t
Reviewed by
*
Philip H Ben{'on, Civil Engineer
Dtstr (4) Mdre.ssco
(1) Rancho La Costa, Inc
77 Atten~tioni Mr. Burton L. Kramer C.
Rick Engineering Company -
San Diego County Building Inspection, Vista Office-
(2) Department of County Engineer
(1) Attention Mr. H M Taylor
(1) Attention Mr. Joe Sovolla
(2) City of Carlsbad
-
4 - : - --- -
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City '' of Carlsbad
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\ N SCHO L FEES ' ,
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Please fill out t e form on the r side of this page and take it to the
appropriate schoo distri
Once you ha naprit e school fpp a crhric&off,r,i1 h,..curincr4 Ahe.schri
fee \for and all other Iancheck'réquirements4 have been it,-' a building
per cart be'issued & City of CaiIsbadwill nt isueany building
ermit withouta completed, chool fee form?- * S
- ,•'...J' *S
*4
BUILDING DEPARTMENT
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-S 2075 Las Palmas Dru 438-1161
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CERTIFICATION. OF OF COMPLIANCE
CITY OF CARLSBAD Plan Check No
DEVELOPMENT PROCESSING SERVICES DIVISION
2075'LAS PALMAS DR , CARLSBAD, CA 92009
(619)438-1161
This formftshall be used to, determine the amount of rschool fees for a project and to verify
that 'the, project applicant has complied with the' school fee requirements N6 buildings
-permits for theprojects shall be issued until,the certification is signed by the appropriate
school district and returned to the.City of Carlsbad Building Department
SCHOdLDiSTRICT:
Carlsbad Unified "San Marco Unified
801 Pine -Avenue, 1290 West San Marc s,Blvd-.- i"- -
Carlsbad, CA 92009 (1434-0610) San Marcos, CA 92024 (744-476)
Encinitas Union San Diguito Union High School
101 South Rancho Santa Fe Rd 710 Encinitas Boulevard
Encinitas',CA 92024 '(619) 9'4k-4300 Encinitas, CA 920214 (753-6491)
Project A pl i cant E i92 Q 1,1/ A PN /5 3j oZ
Project Address c2 2d 7 q ,, 'i 4. ,V
RESIDENTIAL SQ.,FT of living area number of dwelling units / ..
SQ. FT of covered area :SQ. FT of garage area______________
COMMERCIAL/INDUS IAL'SQ..FT AREA______
red* Da te
-------------------------------i
FEE CERTIFICATION :.
(To be completed by the School District)
pplicant has complied with fee requirement under Government Code 53080
Project is subject to an existig fee agreement
-S
Project is exempt from Government Code 53080
Final...aSp approval and construction started before September 'I, 1986-. -
(other, school fees paid)
- .-Other --
Residential Fee Levied $/553,'V___based on sq.ft
: _____ based on . sq. ft. .@ . _-•.•.-. _-'
- S lOI Ii-s4trict- Utticial I itie uae 5---;, •;/••.; -. --
26andSB2O1- fees are, ;capped at $1.58 persquare. foot for residential.
AB 2926 is capped at 26 per square foot for commercial/industrial
12 . . -. -.-. - 4- - - - -. S - - -;.• - .............. - •
-,
. *
B U I L D IN G .P E R M 5 IT . PCR No: PCR92051
08/14/92 13:34 - Project No: A9101614
Paged. 1 of 1 - •. Development .No:
Job Address: 2852 ESTURION ST Suite:
Permit Tpe: PLAN CHECK REVISION- 890008/14/92 000101 02
Parcel No:. 215-380-29-00 - - Lot#: . C PRMT - 17600
Valuation: 5,340 Construction Type: VN; . L4-
Occupancy Group:.R1 . Reference#: 91-1286 Status: ISSUED
Description: ADD 60 SF TO DINING ROOM .- : - Applied: 08/03/92
Apr/-Issue: 08/14/92
Validated-By: SEE
App1/Ownr : SAMIMI, BEHZAD (619)931-9088 5
2852 ESTURION ST.
CARLSBAD, CA-9200 . .•
*** Fees Required **grFer s Co ected & Credits
Fees: - .'kS<'n\
- Ad justments: / .00 . Tot Geits:\ .- .00 -
Total Fees: : '/17\ 0 T •Pay i?€t': \ .00
.Ba1at%e\ci: \ 176.00
Fee description f \FPi\ Ext fee Data
- Plan Check Revi si -1; .00
INCORPORATED
1952
H U ... .
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. 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 1YPE
A - U Commercial Li New Building U Tenant Improvement
B - 0 Industrial . 0 New Building 0 Tenant Improvement
C 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration
0 Duplex U Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
- 0 Mechanical 0 Pool D Spa 0 Retaining Wall 0 Solar 0 0ther__________
PLAN CHECK NO. C
EST. VAL
PLAN CR DEPOSIT_______________
VALID. BY V
V
DATE
2: PRQJFCU INFORMATION V FOR OFFICE USE ONLY,
Address Building or S ite No.
iarestCrossrt2 E'4uv ro -e- \b cA qoo9Z8S V
LEGAL DESCRIPTION Lot No. Subdivision Name/Number. . Unit No. Phase No.
CHECK BEWW IF SUBMUITED:
02 Energy Calcs 02 Structural Calcs 02 Soils Report 0 1 Addressed Envelope
ASSESSOR'S PARCEL V EXISTING USE PROPOSED USE
DE5WTION OF WORK
SQ yr. () C ' # OF STORIES ()%"t e V V
LAM IA(J1 PERSON (if different from applicant)
NAME V ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
V
V APPUGANT UCONTHACIUR DAGENVIV FOR CONTRA(JIUR Li OWNER LIAGEN'I FOR OWNER
NAME ADDRESS i V
V
CITY . . STATE ZIP CODE V DAY TELEPHONE
S. PROPER-IT OWNER V V
NAME L7A ininq I ADDRESS r25'Z s
,-<Iiy Cotr I<'b ac\ STATE CA ZIP CODE ?ZOO 9 DAY TELEPHONE 5 q q-.4670
(DNTRACIOR V
NAME V
, V ADDRESS
CITY . STATE ZIP CODE DAY TELEPHONE
. STATE UC. # . LICENSE CLASS ,.' CITY BUSINESS UC. #
L)ESIUNER NAME V ADDRESS V
V
V
CITY V STATE ZIP CODE DAY TELEPHONE STATE UC. #
V
WORKERS' WMPENSflON
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-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 3800, Lob. Q.
INSURANCE COMPANY V
'. 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 emp!oy any person in any manner V
so as to become subject to the Workers'. Compensation Laws of California. '
SIGNATURE ' DATE
OWNER-BUILDER DECLARATION V
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon,and who does such work himself or through his own employees, provided that such improvements are not intended V 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.). V
0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: 'The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
- with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
- (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve;' demolish, or rpair
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 V V provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
V
V or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
V
SIGNATURE V - DATE
V -
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 13 NO
Is the applicant or future building occupant required to obtain a permit from the air pollutioncontrol district or air quality management district?
DYES 'ONO .
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES. ONO V
IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFFER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISmIcr.
WNSTRUC11ON LENDING AGENCY V
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code).
- LENDER'S NAME V LENDER'S ADDRESS V
APPLICANT CER11FICATION V V V
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 CI1Y OF CARlSBAD AGAINST ALL LIABIU11ES, JUDGME94TS1 COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA An OSHA permit is required for excavations over 5,0' deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
suchV,permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
NTSSSIGNA7 , - . 'DATE:At.{j 3) CJ
ri-K] . - V
ESGIL CORPORATION :
.9320 CHESAPEAKE DR., SUITE 208 H
SAN DIEGO, CA 92123
(619)560-1468
DATE - I - P CANT
V JURISDIC'T
JURISDICTION: • '- PLAN CHECKER
V V V .' V
V FILE COPY *
• V
Vul
PLAN CHECK NO: /e'SET :'
P •V V ) V • []DESIGNER •
V PROJECTADDRESS: lc~t- , ,-j
- 'i'. V ••-,• -.
PROJECT NME JI
: The -plans transmitted. herewith- have been corrected- where - V KJ necessary and substantially comply with the jurisdiction's -
. - building codes. V •
- --
- V V V - 4. _.V 4 V•V\ S -.
The plans transmitted herewitn will substantially comply
~with the juidicin's building codes 'when 'minor deficien-
des identified Vi,- V V ' are rsolved and
checked by building department staff
-
V The plTans transmitted herewith'have significant deficiencies' El
identified .on th'e enclosed check list and hould be corrected
and, r6subinitted;f6r a'complete -recheck.
V D,The check listtranslf%jt€ed herewith i's fo'your information'.The plans re being held- at Esgil Corp. 'until, corrected
plans are submitted for recheck
J The applicant's copy of the check list is enclosed for the
-jurisdiction to return to the applica-nt contact person.
The applicants copy ofthe check list has ben sent to
.VVEsgil52staff did not adise the ppficant contact.person that '
T' plan checkhas been completed.
D Esgil--stiff- did advise' app1-icnt that the plan check -has V
been -completed. 'Person contacted: -
V
V Date contacted: ', - - • V Telephone I r
U REMARKS
By.: Enclosures:
GIL CORPORATIO 4
DGA 11 CM ,
V.,
V,
'!-
- z
t - - -
Datei8/ -92_ Jurisdiction
Prepared byt - D Bldg. Dept.
VALUATION AND PLAN CHECK FEE Esgii
I I PLAN CHECK NO./ -: '-
BUILDING -'ADDRESS'
APPLICANT/CONTACT • PHONE NO. :
BUILDING OCCUPANCY R DESIGNER PHONE
..
TYPE OF CONSTRUCTION IJ'J CONTRACTOR PHONE
BUILDING PORTION BUILDING AREA VALUATION 2 VALUE
MULTIPLIER
62 AoU
•, :.ç
- .•
I - - •1
- . p
Air ConditioniE •" ••*- ••-•. --i- •
Commercial.-
Residential ' _____________ -•..
¼ - • -% .UL(UIt. •
- - - • Firer Sprinkl'rs • ____________ -- - -- -.• •
-
Total Valu
Building 'Permit Fee, 7 ±
-9 •
0
•
-Plan •CbeckFee -$
:
- -.
-.
¼$ •
coTMrEwls i
a I o - -. -: -
Z
SHEET '1 OF
12/87