HomeMy WebLinkAbout2381 BUENA VISTA CIR; ; CB891460; PermitBUILDING PERMIT Permit No: CB891460
11/28/89 11:45 Project No: A8902528
Page 1 of 1 Development No: ' Job Address: 2381 BUENA VISTA CR Str: F1: Ste: Permit Type: SINGLE FAMILY DWELLING I646 .u/2e/m OQOI 01 02 C-F'RHT 3.2787 j. o(i Parcel No: 155-221-07-00
Valuation: 265,636
Construction Type: NEW
Occupancy Group: Class Code: Status: ISSUED
Description: 3400 SF LIV 915 SF GAR Applied : 09/28/89
: 414 SF DECK 1114 SF COVERED WALKS Apr/Issue : 11/28/89
LA&- 123
Validated By: JPY
OWNER : LEVY, JOHN
P.O. BOX 803
CAEtLSBAD,CA 9 *** Fees Reauired **
Fees : 13
Adjustments:
Total Fees:
Fee descriDtion .-*-
Building Permit
Plan Check Stronq Motion Fee
b 2.50
Enter-'Y' to Autoc
F.M.F./G.M.F. and
Enter 'Y' to Autoc
Enter Number of ED
or manually enter M * BUILDING TOTAL
Enter I'Y 'I for Plumbing
Each Plumbing Fixture o
Each Building Sewer
Each Water Heater and/or Vent
Gas Piping System > 1.00 2.50
Each Vacuum Breaker > 5.00 2.50 * PLUMBING TOTAL
Enter "Y" for Electric Issue Fee >
Single Phase Per AMP > 200.00 .25 * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee>
Install Furn/Ducts > 1.00 9.00
Each Install/Reloc Appliance Vent > 5.00 4.50 Each Hood/Fireplace > 3.00 6.50 * MECHANICAL TOTAL
.oo
853.00
12,987.00
Ext fee Data --------------
1221.00
794.00
19.00
9297.00 Y
1.00
600.00 Y .oo
1713.00
13645.00
7.50 Y
42.50
6.50
2.50
2.50
12 50
-
74.00 j.
5.00 Y
50.00
55.00
15.00 Y
9.00
22.50
19.50
66.00
CrrY OF CARISBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161
PERMIT APPLICATION
City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE I
A - nCoMMERClAL u NEW OTENANT IMPROVEMENT
B - 0 INDUSTRIAL ONEW OTENANT IMPROVEMENT
C - QESIDENTIAL OAPARTMENT OCONDO MINGLE FAMILY DWELLING ~ADDITION/ALTERATION
ODUPLEX ODEMOLITION ~RELOCATIM OHOBlLE HOME OELECTRICAL OPLUM8lNC
EST. VAL
PLAN CK DEPOSIT
VALID. BY I/
DATE [q7pa * / -v o/
OMECHANICAL OPOOL USPA URETAlNlNG WALL OSOLAR ODTHER
FOR OFFICF USF ONLY 4 2. PROJECT INFORMATION PLAN CHECK No.
Bui ding or Suite No. Address Z.3& I A oWA Vt%A &,p~~-j+p, 0 .
Nearest Cross streets
LEGAL DESCRIPTIDW Lot No. Suhiivi sion Name/Number Unit NO. Phase No.
CHECK BELW IF SUBWITTED: n2 Energy Calcs 02 Structural Calcs 02 SolIs Report 0 1 Addressed Envelope A.P.~ z~t /' PROPOSED USE tn4 k Grzc, f\r ASSESSOR'S PARCEL
DESCR-m UORK
BLDG. SO. FTG.
3. CONTACT PERSON 0'
NAME @her+ gq or LI~~~ADDRESS bz75cP eoOWElX 5T. Sd;* 3
STATE C$ ZIP CODE G$w00 DAY TELEPHONE [q - e34-625 '3
SIGNATURE
4. APPLMNT CONTRACTOR 0 AGENT FOR CONTRACTOR OUNER AGENT FOR OWNER
NAME kbt) r+ 4. r.A ADDRESS +,?? A &
ADDRESS p.0 Box 803
CITY /A e STATE fA. ZIP CODE 9 '-0 8 DAY TELEPHONE \q - -4-b
5. PROPERTY OWNER OUNER ULESSEE OTENANT
STATE dc ZIP COGE 9 DAY TELEPHONE CITY p/A . LSRAD
ADDRESS 6. CONTRACTOR NAME
CITY STATE ZIP COOE DAY TELEPHONE
STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. 11
SI GNATURE TITLE DATE
DESIGNER NAME ADDRESS
STATE LIC. # CITY STATE ZIP CODE DAY TELEPHONE
7. 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 Uorkers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed uith the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COHPANY POLICY NO. EXPIRATION DATE
Certificate of Exemtion: I certifv that in the oerformance of the uork for uhich this Dermit is issued. I shall not envlov anv Derson in anv manner . . .. so as to become sudject to the iJorlrers1 C-nsaiion Laus of California.
0
0
0
SIGNATURE DATE
8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Lau for the following reason:
I as ouner of the property or my eTloyees uith uages as their sole compensation, uill do the uork and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Lau does not apply to an owner of property uho builds or improves thereon,, and who
does such uork himself or through his oun 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 uill have the burden of proving that he did not build or improve for the purpose
of sale.).
I, as ouner of the property, am exclusively contracting uith licensed contractors to construct the project (Sec. 7044, Business and Professions Code:
The Contractor's License Lau does not app,ly to an ouner of property uho builds or improves thereon, and contracts for such projects uith contractor(s)
licensed pursuant to the Contractor's License Law).
I am exempt under Section
(Sec. 7031.5 Business and Professions Code: Any City or County uhich 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, comnencing uith 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 [f5001).
Business and Professions Code for this reason:
SIGNATURE DATE
COHPLETE 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?
c] YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES 0 NO Is the facility to be constructed within 1.000 feet of the outer boundary of a school site?
0 YES 0 NO
IF ANY OF THE ANSERS ARE YES. A FINAL CERTIFICATE OF OCWANCY MAY HOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS ET OR IS MEETING THE REPUIREMEYTS
OF THE OFFICE OF EMERGENCY SERVICES AMI TIE AIR WLLUTlDY CONTROL DISTRICT.
9. CONSTRUCTION LENDING AGENCY
1 hereby affirm that there is a construction lending agency for the performance of the uork for uhich this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information IS correct. I agree to comply uith all City ordinances and State laws relating
to building construction. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE ClTl OF URLSEAD AGAINST ALL LIABILITIES. JU)GIIEYTS. COSTS AND EXPENSES YHlCH MY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEWENCE OF THE GRANTING OF THIS PERMIT.
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 uork authorized by such permit is not cmnced uithin 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 uork is comnenced for a period of 180 days (Section 303(d) Uniform Buildlng Code).
I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes.
0 OWNER OCONTRACTOR 0 BY PHONE APPROVED BY:
DATE:
WHITE: File YELLOW: Applicant PINk FinanLe
..
I,
--
FINAL BUILDING INSPECTION
6-1 9-90 ~-. DATE: 891060 PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS: 2381 Buenra Vista Ctrcla
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: SFD NUMBER OF UNITS:
CONTACT PERSON: Jim
CONTACT TELEPHONE: 4 n.
,,- Rid& Em Pla&-!&a&aerr, Utll
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED -
INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - f
a
COMMENTS:
\
1 I
Rev. 1/66 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY Utilities PINK: Planning GOLD Fire
FINAL BUILDING INSPECTION
$91460 6-1 9-90 PLAN CHECK NUMBER: DATE:
PROJECT NAME:
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: 3FD NUMBER OF UNITS:
CONTACT PERSON: Jim
CONTACT TELEPHONE: 727-8284
DATE ,/f 1 INSPECTED: '' 7' APPROVED DISAPPROVED INSPECTED BY:
INSPECTED DATE BY: INSPECTED: APPROVED ___ DISAPPROVED ___
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED c:
' COMMENTS: I
Rev. 1/86 WHITE: Suspense BLUE Water District GREEN: Engineering CANARY: Utilities PINK Planning GOLD Fire
e FINAL BUILDI~G' INSPECTION
6-1 9-90 DATE: 891 460 PLAN CHECK NUMBER:
PROJECT NAME
ADDRESS: 2381 Buena Vista Circle
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: FFD NUMBER OF UNITS:
CONTACT PERSON: Jim
- CONTACT TELEPHONE: 4
Bids, Fnq, Plan, Water, Uti1
INSPECTED: e APPROVED ~ J DISAPPROVED - INSPECTED DATE BY:
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED ____
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED ~
(61 9) 438-3367
N
Rev. 1/86 WHITE: Suspense BLUE Water District GREEN: Engineering CANARY Utilities PINK Planning GOLD: Fire
FINAL BUILDlkd INSPECTION
6-1 9-90 DATE: 891 460 PLAN CHECK NUMBER:
PROJECT NAME
ADDRESS: 2381 Buena Vista Ci rcle,
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: SFD NUMBER OF UNITS:
CONTACT PERSON: Jim
CONTACT TELEPHONE: 4 J
Bldg, Fng, Plan, Ha&tr, Uti1
/ DATE
INSPECTED: -.!- APPROVED - DISAPPROVED -
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED -
INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED -
COMMENTS:
3
Rev. 1/86 WHITE Suspense BLUE: Water District GREEN: Engineering CANARY Utllitles PINK Planning GOLD: Flre
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB891460 FOR 06/21/90 INSPECTOR AREA PD
DESCRIPTION: 3400 SF LIV 915 SF GAR PLANCK# CB891460
TYPE: SFD CONSTR. TYPE NEW
JOB ADDRESS: 2381 BUENA VISTA CR STR: FL: STE :
APPLICANT: ROYCE, ROBERT PHONE: 434-6259
CONTRACTOR:
OWNER: LEVY, JOHN
REMARKS: Tl/MH/JIM INSPECTOR
SPECIAL INSTRUCT: REINSPECTION FOR SUSPENDED CEILING
414 SF DECK 1114 SF COVERED WALKS OCC GRP
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
14
24
34
44
ST Frame/Steel/Bolting/Welding
PL Rough/Topout
EL Rough Electric
ME Rough/Ducts/Dampers
***** INSPECTION HISTORY *****
DATE
050490
050490
050490
041390
041390
032790
030690
010490
121589
121289
DESCRIPTION
Underground/Under Floor
Sewer/Water Service Underground/Conduit-Wiring
Interior Lath/Drywall
Exterior Lath/Drywall
Rough Combo
Roof/Reroof
Underground/Under Floor
Ftg/Foundation/Piers
Sewer/Water Service
ACT INSP COMMENTS
AP PD
AP PD
AP PD
AP PD
AP PD
CO PD
AP PD
AP PD
CO PD SOILS REPORT
AP PK U.G. WASTE ONLY
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 56014438
fi! IT JURISDICTION: Y DF rnnLsAAP
DATE : A)ouEm-be L I /98?
PLAN CHECK NO: . $39 N&D SET:-///' OUPS
PROJECT ADDRESS : d -3 9 \jjST.* P! *
OFILE COPY - D DES IGNER
PROJECT NAME : u Y 5pB
The plans transmitted herewith have been corrected where
building codes.
0 necessary and substantially comply with the jurisdiction's
The plans transmitted herewith will substantially comply
with the jurisdic on's building codes when minor def icien-
checked by building department staff. cies identified FUd are resolved and
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
0 identified on the enclosed check list and should be corrected
The check list transmitted herewith is for your information.
plans are submitted for recheck. 0 The plans are being held at Esgil Corp. until corrected
The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person.
0 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.
Esgil staff - did advise applicant that the plan check has been completed. Person contacted:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE : AIQK&~@E& A 19~9
JURISDICTION: ~FILE COPY
PLAN CHECK NO: 539 -/4b SET : _E EUPS TI DESIGNER L--I PROJECT ADDRESS VlST* a.
PROJECT NAME: LEVY ;5FD (Lpp(, /& fw me-\
The plans transmitted herewith have been corrected where
building codes.
0 necessary and substantially comply with the jurisdiction's
The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
0 identified on the enclosed check list and should be corrected
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
m
The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
RnaEler RDYEi?f d95L RDosL"ut= -LT s7, s TE. 7
Esgil staff did not advise the applicant contact person that plan check has been completed.
/ /
~
0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone # . 0 REMARKS: -.
\
By : Enclosures: /
OGA UAA Ovw ODM
ESGIL CORPORATION /O*&*l?9
_. .. . . . - . . .. . .. . .. .
* - ,,
..a
-.. -
Citp of CarIs’bab
PROXCT ADDRCSSr dm $?dEfifi&nii fx.
TO:
d4.fb &&<G wm sr. 5 7F. 3
PLAN CORRECTION SMET
(‘A&LW?U,. fA 92tk.lP
Plan Check NO. B-/Y&+o z
Date plans received by the jurisdiction
Date plans received by plan checker /D db *f?
Date, ;fL- plan check completed //I2 4@
BY tG/ud !fJfiLK R;tc
FOREWORD: PLEASE READ
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.
regulations enforced by the Building Inspection
Department.
based on laws and ordinances enforced by the
Planning Department, Engineering Department or
other departments.
The plan check is based on
You may have other corrections
The items circled below need clarification,
modification or change.
to be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 503 (e), of the Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
All circled items have
A. PLANS
make all corrections on the original
tracings and submit two netm sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction,
tot ~GWL a& 60 SrDrn,
I I- t I I I
n lo facilitate rechecking, please identify, !
wnext to each circled item, the sheet of
the plans upon rhich each correction on
this sheet has been made and return this
heck aheet with the revised plans,
+' . ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(6lQ) 560-1468
DATE : DCTDRf5-E 9. /98? APPLICANT
JURISDICTION: CITY OF CARLSBAD FILE COPY
PLAN CHECK NO: 89 -/c/bD SET: 7- DUPS
PROJECT NAME: I/Y 5F& LOD+//fi rk, USPj
rj DES IGNER
PROJECT ADDRESS: a3 %?/ RUEOP d ISTp ?-k
The plans transmitted herewith have been corrected where
building codes.
0 necessary and substantially comply with the jurisdiction's
The plans transmitted herewith will substantially comply 0. with the jurisdiction's building codes when minor def icien- cies identified are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
0 identified on the enclosed check list and should be corrected
The check list transmitted herewith is for your information.
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 0 jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
R~AEIZI pnye t / d9Sb RDQWUELT AT. =T,C, 7
Esgil staff did not advise the applicant contact person that plan check has been completed.
Esgil staff - did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone # m REMARKS:*/?, fipBgflps Ilp od 6/dG mkGr YPFE!
7-d b SFLl
By: q&J ddJ w Enclosures: Eu~pqq
ESGIL CO ORATION /m-B OGA OAA Ow QDM
Date plans received by jurisdiction:
9-Aa-29
/o-a- 89
Date plans received by Esgil Corporation:
Date initial plan check completed:
loNy-d4' By: E/& WIkKFR
Applicant contact person:
bYCC Telephone: 4/3(/- 62s 9
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:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
1985 UMC (eff. 8/28/87)
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), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To speed UD the recheck urocess. note on this list
Jor a CODV) where each correction item has bean
addressed i.e., 01an sheet. sDecification. etc. Be
sure to enclose the marked UD list when YOU submit
the revised ulans.
rmm: pmrmsits mm m -~rs ~mcsmvm130 rms ~MG anuuamoxs WEKB D-.
List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC)
- PLANS $. Show on the title sheet all structures, pools, walls, etc. included under this application. Plase make all corrections on the original Any portion of the project shown on the site 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 ."
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 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
Esgil Corporation, 9320 Chesapeake Drive, Suite P208, San Diego, California 92123, (619) 560-1468.
returned to you by the jurisdiction, to: FrRl3pRcnEmIoN
. Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)).
P 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 *e plans. Section 302(a)7.
All sheets of plans must be signed by the . Projections, including eaves, may not extend person responsible for their preparation. more than 12 inches into the 3 foot setback (California Business and Professions Code).
'
from the property line. Section 1710. n 1
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).
Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling,.. ara e carport, patio, deck and balcony. Sectihbic). G Re hk IU 5 M*f, Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC.
Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proFosed 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( c) . . Indicate distance from property lines to
{.
t proposed building. Section 302(c). '
. Eaves over required windows shall be not less f than 30 inches from the side and rear property
$I. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. . Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710.
Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. ArlcDI' AOR/)rsdf 243 nAP/K
L~~OK~C bt57ELr~K fir EarLwfirsm ~.(&'DLJoP~ . A smoke detector shall be installed in the 't basement of dwelling units having a staimay which opens from the basement into the dwelling. Such detector shall be connected to
a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. . When the valuation of a room addition or '1 repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existinq bedrooms per item 16 above.
lines. Section 504.
~ ~
5110189 2
n Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking
Roon SIZES. LIm. VEHIZLATIM m GLAZMG
Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b).
Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in I ..
36.
Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)).
2$ At least 112 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a).
Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laund - rooms and similar rooms if required opd windows are not provided. $ No habitable room other than a kitchen, shall be less than 7'0'' in any dimension. Section 1207 (c).
Show that ceiling height for habitable rooms is ' a minimum of 7 '6". Section 1207 (a). . Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7IO". Section 1207 (a). 4. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet.
Specify safety glazing for glazing in hazardous locations such as glass doors,.glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406.
WlhJGGU.5 PkFtfPk Z3 E.c [-if FIAGD GLFiS
Section 1205 (a).
Section 1205 (a).
.
Section 511 (a).
surface, unless the glazing is leaded 0; faceted glass.
Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor).
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.
Section 5406 (d) 6.
Section 5406 (d) 5.
A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 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 €or posts and protective walls or railings not exceeding 42" in height. Section 1716.
34 The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716.
Floors above the second story shall have not less thvl 2 exits. 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. Section 3303 (a). . Required exit doorvays 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 (e).
Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711.W~DuKI fi~,~
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.
LdROhCHT !Rod L~;L.
5/10/89 3
Provide stairway and landing details. Section 3306 (b) i5 (C).
@ mjmm rise is 7" and minimum run is 11". men the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8'' maximum and run 9'' minimum.
@ Minimum headroom is 6'6".
4. Minimum width is 36".
All handrails per Section 3306 (j), shall satisfy the following:
@ Provide handrail for stairways with 4 or more risers. 8 Handrail shall be 30" to 34'' above the nosing of treads.
0 The handgrip portion of handrail shall be not less than 1 114" nor more than 2" in cross-sectional dimension.
. Every stairway landing shall have a dimension, f measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. 3304 (i). . A 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 (h).
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.
~aximum rise is 8 inches.
Minimum width is 36 inches.
Section 3306 (g),
P
@
@
j. . Provide spiral stairway details, per Section
a. Minimum run is 7 112 inches measured at a inches from where the treads are
t's 3306 (f):
point 12 the narrowest.
b. Maximum rise is 9 112 inches. Maxu 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.
12*
Spiral stairways nay not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f).
Provide I.C.B.O. 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.
In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway.
An exit balcony with 2 separated stairways is exempt. Section 3306 (1).
Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair semes a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (I).
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
(m)
Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b).
ROOPIHG
Specify roof slope.
Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h).
@ Specify roof material and zpplication. Chapter 32.
Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107.
. ne maximxu slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3
inches in 12 inches. Section 3203 (e) 2.
ne minimum slope for a fire retardant built- UP roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3. 6. Specify mind 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6.
Show roof drains and overflows.
61. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number.
. Plastic skylights must be. separated from each other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Minimum vent area is 1/150 of attic area or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show
?
$.
Section 3207.
RL5D fR3U1M L3tTiiIL qJ-5
ed area and area Drovided. fi1.5~5p~~d~ti~
an 3205 (c). u~%~ rL,,~ ;Z.J,; . - r-t -_
HASOWRY
Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37.
Show anchored veneer support and connections 6id. attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a!. Show ties and 89 wire in horizontal joints.
Show height and construction details of all masonry walls.
Note that cleanout openings shall be provided 67' at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection.
Show floor and roof connections to masonry 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 h 2312 (j)3A.
69. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d).
P
Chapter 24. GU55 BLOCK
6f' walls.
Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7.
GARM;EmcARpoFzTs
Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dw lling. Table 5-B, Section 503 (d).
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NOTE 4 /d"fYPF I 7D Ef,'r/JD FF2 CcwL fl 231.: 5.b- . All elements supporting floor above garage, 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). ALSo A'I'T~L rt&% OooR. . Garages are not permitted to open into a room used for sleeping purposes.
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.
Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. S&w beArr
NOTE: Maximum shear panel ratio is 3 112 to 1 for height-to-width. Table 25-1. . Doors may open into the garage only if the floor or landing in the garage is not more than one inch. lower than the door threshold. Section 3304 (h).
. 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).
Section 1104.
LTDP~ AAE. nmzS .7~5~me tmta~-
lxxmDmtoR-
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).
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
P mrvtmw 4 F 9''rcCtrq.
compliance: bh?~F nd & 14kJ TW7 SC*A/J 7-3 r4r
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 Lhe 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 (a#n required by the soil report).
The soils report recommendations excavations be reviewed by soils engineer. 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:
k. The building-pad was prepared in .
!
accordance with the soils report,
. The utility trenches have been properly backfilled and compacted , and 0 The foundation excavations, formings and reinforcements comply with the soils report and approved plan."
Show height of all foundation walls. Chapter
23.
Show height of retained earth on all foundation walls. Chapter 23.
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 away from building and show drainage pattern and key elevations.
For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent.
Dimension foundation per U.B.C. Table 29A:
Section 2905 (f).
Floors FootinP; SupDorted* Stemwall Width DeDth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7
3 10" 18" 24" 8"
4. Show foundation sills to be pressure treated,
9L. Show foundation bolt size and spacing.
or equal. Section 2516 (c) 3.
Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c).
If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c).
lf hold downs are required, note on plan that hold dom anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
$. Show adequate footings under all bearing walls and shear valls. Section 2907 (b).
L7. Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c). a Show minimum 18" clearance from erade to
@
@
91.
Y w bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 IC) 2. . Show pier size, spacing and depth into gp undisturbed soil. Table 29-A.
100. Show minimum underfloor access of 18" x 24". Section 2516 (c).
101. 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. . Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1.
0 0
Section 2516 (c) 6.
PRhWMG . Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3.
first story (at least 48 inches in width) shall be located at ea& 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.
In 2-story buildings, shear panels at the
ttFoundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor.
5/10/89 6
Note cross bridging or blocking. Floor joists 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.
Show blocking joists, rafters Section 2517 (d) 3, 2517 (h) 6.
Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5.
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 (&I 5.
at ends and at supports of floor and trusses at exterior walls.
Show rafter ties. Rafter ties.shal1 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 thl 4. ,,
0. Show rafter purlin braces to be not less than 41 45 degrees to the horizontal.
1 1. Show double top plate with minh 48" lap
Section 2517 (h) 5.
splice. Section 2517 (g) 2. n 112. Show nailing will be in compliance with Table w 25-4.
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 occut at soffits, drop ceilings and cove ceilings;
@ 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
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.
114. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3.
. 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.
16. 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 306 (f) . . Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).
8. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. . Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)].
1 0. Show 3" x 4" or 2'' x 6" studs in first story of three story building.
121. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans.
minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed).
. Provide roof framing plan and floor framing
0
J
Table 25-R-3. 0
0 122. Show 1/2"
'28 plan. Section 302 (c).
4. Provide framing sections through
Section 302 (c).
145. Specify all header sizes for opening over 4'
6. Provide calculations for main vertical and post footings.
wide. Section 2517 (g) 5.
horizontal framing members and Section 302 (b).
. Provide calculations for lateral loads, shear panels, shear transfer and related. Section
302 (b).
Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end. )
. Colms 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.
130. 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
Section 2516 (c)
0
1. Show location of attic access with minimum size 4A 22" x 30". Section 3205.
Show draft separation for attic areas between units in a -.
QUEST morrx, - LOO h:rJz: ~UCSL . Specify plywood thickness, grade and panel identification index. Table 25-N.
14. When roof pitch is less than 3:12, design ridge 4 as a beam. Section 2517 (h).
15. If foundation cripple wall studs are less than f 14" high, framing shall be solid blocking.
6. Cripple wall studs exceeding 4 feet in height Ib shall be 3 inch by 4 inch or 2 inches by 6
Section 2516 (f).
Section 2517 (g) 4.
inches when supporting 2 stories.
Section 2517 (g) 4.
117. 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.
8. Detail tmss layout for 30" x 30" attic access, ' if required for equipment in the attic.
149. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3.
10. In open beam construction, provide strap ties Section across the beams at the ridge support. 2501 (b) . f
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical Code. n
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. . 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. 1211.
space in front of furnace. 144. Show minimum 30'' deep unobstructed working
145. Note on plans, %l@kces to be per manufacturer's listing." Section 504, UMC.
l$. 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.
Section 505, UMC. 8
8 147. Show I.C.B.O. approval number for prefab
148. Show access to the attic or underfloor furnace
fireplace.
to be minimum 30 inches by 30 inches. Section 708 & 709 UMC.
149. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC.
0
0 150. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace.
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.
153. Provide dryer vent to outside. UMC, Section 0 1903.
~11 wiring shall comply with the National Electrical Code.
154. 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.
Show location of all electrical receptacles.
is not adequate in KIT
0
Electrical receptacle om and/or spacing
7. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52.
158 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.
159. Note electrical system ground to be provided
0
0 per NEC, Art. 250-81.
Show water heater size, type and location on plans. UPC, Section 1301.
161 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.
12. Fuel combustion water heater shall not be f installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309.
13. Provide adequate barrier to protect water a heater from vehicle damage. UPC, Section 1310.
164. Show T and P valve on water heater and show
0
route of discharge line to exterior. UPC, Section 1007 (e).
165 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) &
0 0
(i)
Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d).
167. 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 25. &tuc5~ILo0rm
168 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 re uired sound
V
0
f
i
transmission rating. Title 25. P 7-r EmnA
19. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25.
EAWGP CDW~moN
10. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance.
171. The new regulations require a properly completed 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 building inspector to readily compare. the actual construction with the requirements of the approved energy design.
1 2. Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature.
173. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R.
0
1
0
Specify on the buildina plans all of the mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Enerw Conservation Requirements".
17j. 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.
16. 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.
4
Provide fluorescent general lighting in
kitchen(s) per CAC,Title 24, 2-5352(J).
on the following page.
CAKLSBhD S.F.D. h I)[mLEK
lf8. Please see additional corrections, or remarks,
design should be for Zone 7 . See attached energy packages.
19. Floor drains must have auto-prime (city
181. Note exhaust fans cannot be ductless type (city
. 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.
policy). 0 policy).
8093). n 183. 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).
184. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy).
u
0
IF. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry
wall( s) .
186.iShow on the Title Sheet on the plans, the infonnation required by the attached
Developmental Services Sheet 112383. C
$7. All new residential buildings, including additions, require a soils report. Please
submit two copies.
1 8. 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).
UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203( e).
110. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance.
191. Please see additional corrections, or remarks,
The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact
0 on the following page.
at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161.
Thank you.
Enclosures :
1.
L.
3.
1
c
1
-. I
I I 1
Certificate of Compliance: Residential (Pzgc 1 of 2) CF-1R
Pro]cct TI& DBk ..
Project Addrm
GENERAL INFORMATION
Building Type: _c_ Single Family - HoteVMotel
(check one OT more) - -Mulri-Family OCSS than 4 SIO~~CS)
Multi-Family (4 01 more stories)
Front Entry Orientation: Number of Dwelling Units:
Floor Consvuction Type:
Infiltration Control: Standflight (circle one)
Total Conditioned Roor Area: fL2
- Addition - Exining-Plus-Addinon
:: North / East / South / West /All Orientations (circle one or more)
-
Slab / Raised Floor (circle one or both)
BUILDING SHELL Ih'SULATION
Component lnsulatjon LocatiordCommcnts Type R-Value (utk, IO gmge. rypiul. ete.)
wall .............. . yall.............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge .....
GLAZMC
Glazing
.Shading Devices
Area GIassType Interior Exterior Overhang FrambgType
Orientation (Sf) (single. &Me) (roUa blind e=.) (shdwm etc.) buino) (mttlllwood)
Front .... ( Front .... ( Left...... ( Left...... ( Re ar..... ( Re ar..... ( Right. ... ( Right .... ( Skylight .... Skylight ....
THERMAL MASS
Type/Cov ering Ana Thickness
(slrbkxposcd tik CLC.) (Sf) (inches) Location/Description (kitchen buh CIC.)
Certificate of Compliance: Residential (Page 2 of 2) CF-1 R
HVAC SYSTEMS
Trpe (hpnrce,rir Efficiency Location Duct Output Manufactunzr/M&el#
conditioner, heai pump) (SE, SEERHSPF) (a~dc, ek.) R-value @tub) (or appmvd equal)
Minimum Duct
Maximum Furnace Heating Outpuc Btuh
WATER SYSTEMS ' Tank Manufacturer/Model# System Type (swage gas. e=.) Capacity (or approved equal) Special Featun(s)
SPECIAL FEATURES/REMARKS (Add extra sheet3 if necessary)
COMPLLANCE STATEMENT
This certificate of compliance lisu the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Amclc 1 of the California Administrative code. This certificate has betn signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation featuIw which vary an indicated in the Special FeaturWRemarks section
Designer
Nunc
-rlrl*i
Addrru:
Telcphonc:
Building Owner
Nunc:
lid*i
Ah: ..
Documentation Author
N.mc mem
Ah:
Tslephonc
Enforcement Agency
Nunc
Agcncy.
Telephone:
All heating, ventilating, air conditioning, and water heating equipment shall meet all of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
Comission.
A two stage thermostat, which controls the supplenenw heat on its second stage, shall be
provided for heat pumps.
Thermostats shall be equipped with an automatic setback, which the building occupant can program to
automatically set back the thermostat twice in 24 hours.
Equipment which requires preventive maintenance to maintain efficient operation shall be furnished
with complete necessary maintenance information.
All gas-fired fan type central furnaces, gas-fired fan type Gall furnaces, and cooking appliances
shall be equipped with an intermittent ignition device.
All fan systems exhausting air to the outside shall be provided with backdraft dampers.
All transverse duct, plenua, and fitting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of
the UHC, 1982 Edition.
A vapor barrier is required in clbate zone 1, 14, and 16.
All manufactured windows and sliding glass doors shall meet Lle 1972 ANSI ah infiltration
standards and shall be certified and labeled.
All winging doors and windows leading to unconditioned areas shall be fully wea*Sler-stripped.
Storage type water heaters and storage ad backq tanks for solar systems shall be externally
wrapped with R-12 insulation or greater.
3he five feet of pipe closest to the water heater, if outside conditioned spaca, shall be insulated
with a lninimum of R-3.
piping outside the building envelope shall be insulated in accorOMce with T7-0-1406(d).
tamps used in luminaries for general lighting in kitchens and bathroom shall have an efficiency of
not less than 25 lumens per watt.
Showerheads and faucets shall be equipped with flow rest-ictors as outlined in the appliance
efficiency standards and shall be certified to the Energy Comission.
Hasonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting
closeable metal or glass doors covering the entire opening of the firebox; a conbustion air intaka
equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside
of the building; and a tight fitting flue damper with a readily accessible cont-31.
Insulation used shall comply with California Quality Standards.
The insulation installer shall posta signed certificate ... Section.276..
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
in the building a certificate signed by the installer and the builder stating that t!!e installation
confornu tha requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed
conform with the requireaents of Title 20, Chapter 2, Subc.hapter t, Article 3.
shall state the manufacturer's name and material identification, the installed "R" value, and (in
applications of loose fill insulation) the minimum installed veight per square foot consistent with
the manufacturer's labeled density for the desired "R" value.
For infiltration control all openings and penetrations mst be caulked and sealed, such as around
windows, at sole plates, and openings for utility pipes and wires.
Steam and steam condensation return pip- and recirculating hot water
.
Insulation Certificate
The certificate
Form ECH 315186
0 WELOPM ENTAL
SERVtCES
BUllDlNG DEPARTMENT
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF ME PLANS
FOR YOUR SINGLE FAMILY DUELLING
Site Address
Legal Description
v' Assessor's Parcel Number
.- Quantity of Gradirg in cubic yards
'J'Contact Person - Name and daytime Phone Number
/Circle any Planning Commission or City Council Action on this Property:
Var i ance , Conditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
PUN CHECK NUMBER gs .-/qp
cd 112383
I I
Date 1 /V4/iP?
Prepared byr
E. WALKX
I I
I@ I
~~~ ~ ~
, Air Conditioning 'I Comercial
. Residential ,3400 I @ 3/60 I Res. or Corn.
Fire Sprinklers @ .I
CITY OF CARLSBAD
VALUATTON AND PUN CHECK FEE
a 91dg. Dept.
0 Esgil
PLAN CHECK NO. 89 -,'&.B
AP?LICANT/CONTACT 8, &WE PHONE NO. g!(/ -625 9
BUILDING ADDRETS *8" AKHJ~) V/ST+ C&*
BUILDING OCCUPANCY R0.3 Jun -1 DESIGNER PHONE
TYPE OF CONSTRUCTION vr3 CONTRACTOR PHONE
SUILDING PORTION IBUILDING AREA IVALUATION I VALUE 1
Building Permit Fee f s/asq~.m
Plan Check fee f f 793 .33
Plans received by Esgil after July 31, 1987 shall have permit and
plan check fees calculated per 1985 UBC.
12/87 SHEET / OF /
h
BUILDING PLANCHECK ENGINEERING CHECKLIST
DATE: /o /5/& Y ITEM COMPLETE
PLANCHECK NO. 89/4b0
I' 0 ITEM INCOMPLETE -
I NEEDS YOUR ACTION 1 2 3 238/ &EMH 1!457% &E. SNR - X ITEM SELECTED TDDWD
C C C PROJECT ID: &Y & &-dCE HHH E E E LEGAL REOUIREMENTS ccc K K K Site Plan
1. Provide a fully dimensioned sit lan drawn to scale. Show: north arrow, property lines, easemen streets, existing s reet improvements, right-of- way width and dimensioned setbacks.
2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical 1 i nes, exi sting and proposed sl opes, driveway with percent (X) grade and drainage patterns.
&isting and proposeb e, an 0
(go cl
000 3. Provide legal description and Assessors Parcel Number.
Discretionary Approval Compliance
b( 4. No Discretionary approvals were required.
5. Project complies with all Engineering Conditions of Approval
6. Project does not comply with the following Engineering
for Project No.
Conditions of Approval for Project No.
Conditions complied with by: Date: Field Review - 7. Field review completed. No issues raised.
Field Review completed. The following issues or discrepancies with the site plan were found: 8*
,% A. k B.
Site lacks adequate public improvements.
Existing drainage improvements not shown or in conflict with site plan.
&, C. Site is served by overhead power lines.
D. Grading is required to access site, create pad or provide for ultimate street improvement.
FRM0010.DH 08/29/89
E. Site access visibility problems exist. Provide onsite
F. Other:
turnaround or engineered solution to problem.
Dedi cation Reau i rement s
9. No dedication required.
K1 .O. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropri ate 1 egal description together with an 84" 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 fOl1 OWS: io' &Q#G PmT &=&?OaTY & AW2W AL SZkZ%f
Dedication completed, Date: By :
ImDrovement Reauirements
11. No public improvements required, SPECIAL NOTE: Damaqed or defective imorovements found adjacent to buildincl site must be reDaired to the satisfaction of the City insoector orior
to OccuDancY.
12. Pub1 i c 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 pl ancheck 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
x, 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-na deferrgl
0- ired immeme& s together with a recent title
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 :
aort onye property and the appropriate processinafee -!6 so
Gradinq Reauirements
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).
No grading required as determined by the information provided on the site plan. K14.
15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Gradins Permit must be issued and qradinq substantiallv comlete and found acceDtable to the City InsDector Drior to issuance of Buildinq Permits.
Grading Inspector sign off. Date: By:
Mi scel 1 aneous Permits
16. Right-of-way Permit not required.
o( 17. Right-of-way Permit required. A separate R ght-of-Way Permit issued by the Engineering Department is required for the following: DQU~UIAY WPWc u /i s7tm 7v S%i?&6T
18. Sewer Permit is not required.
19. 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. b(. 20.
FRM0010.DH
J
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 Reau i red
N/R 22. Park-in-Lieu Fee
Total Fee: my, - Quadrant: - Fee per Unit:
!)( 23. Traffic Impact Fee
Fee Per Unit: ‘60Oe Total Fee:’6md
Bridge and Thoroughfare Fee
Fee per Unit: -- Total Fee:dL
Public Facilities Fee required.
N!R 24.
y/R 25.
26. Faci 1 i ties Management Fee Zone: I Fee: W&Q
b( 27. Sewer$,y;6&Permi t No. EDU’s /.O Fee:
K28. Sewer L teral required: qf’ &i%#VaL
Fee: &?’de
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
FRM0010.DH
uu
c)Q
YY turn
13
ooa
do d
Clan
PLANNING CHECKLIST
Plan Check No. - Address Z3BI b~) em Vida L-J~, APN: \<<- 221 -07
PI anner CQOL~ 13erv,,er Phone 438- 1161 ’ (Name)
Type of Project and Use sFJ\
Zone 3 - 1-10 Facilities Management Zone /
Leqend
Item Complete
0 Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number that deficiency was identified
.\ Environmental Review Required: YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval
Discretionary Action Required: YES NO x TYPE
APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES:
Compliance with conditions of approval? require action. If not, state conditions which
-. Condi ti ons of; Approval .-
NO ,x, DATE OF A,r;;‘kOV.\I: -. Landscape: YES
Compliance with conditions of approval? If not, state- conditions which require action. ._
Conditions of Approval
b
GEORGE DEUKMUIAN, Governor STATE OF CALIFORNIA-THE RESOURCES AGENCY
CAL'FoRNIA CoMM'SSloN COASTAL DEVELOPMENT PERM11 NO. 6-89-1 90 SAN DIEGO COAST DISTRICT
1333 CAMINO DEL RIO SOUTH, SUITE 125 Page 1 of 4
SAN DIEGO, CA 92108-3520
(619) 297-9740
On August 10, 1989 , the California Coastal Commission granted to
John Levy
this permit for the development described below, subject to the attached Standard and Special Conditions.
Description: Construction of a 4,305 square foot, four bedroom, two story single family residence on a vacant site.
Lot Area
Building Coverage Pavement Coverage
Landscape Coverage
Unimproved Area
Parking Spaces
Zoning Plan Designation Project Density
Ht abv fin grade
21,780 sq. ft.
3,180 sq. ft. (16%) 990 sq. ft. ( 5%) 6,090 sq. ft. (28%) 11,520 sq. ft. (51%) 3
R-1-7 500
R L#
2 dua
27 feet
Site: 2381 Buena Vista Circle, Carlsbad, San Diego County.
APN 155-221 -07.
Issued on behalf of the California Coastal Commission by
PETER DOUGLAS
Executive Director
and
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEDGEMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE.
ACKNOWLEDGEMENT
The undersigned permittee acknowledges receipt of this permit and agrees to
abide by all terms and conditions
thereof.
-.
COASTAL DEVELOPMENT PERMIT NO. 6-89-190 Page 2 of 4
STANDARD CONDITIONS:
1. Notice of Receipt and Acknowledgement. The permit is not valid and
development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission
office.
2. Expiration. If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application.
Development shall be pursued in a diligent manner and completed in a reasonable period of time. be made prior to the expiration date.
Application for extension of the permit must
3. Compliance. All development must occur in strict compliance with the proposal as set forth below. Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval.
4. Interpretation. Any questions of intent or interpretation of any
condition will be resolved by the Executive Director or the Commission.
5. Inspections. The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24-hour advance notice.
6. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit.
7. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee
to bind all future owners and possessors of the subject property to the
terms and conditions.
SPECIAI- CONDITIONS:
The permit is subject to the following conditions:
1. Transfer of Title of the Wetlands/Floodplain Area. Prior to the
issuance of the coastal development permit, the applicant shall record an
irrevocable offer to dedicate in fee to the Wildlife Conservation Board,
Coastal Conservancy, or to a private association acceptable to the Executive
Director, an open space easement over the area shown on the attached Exhibit
I1 2 I1 and generally described as the wetland/floodplain portion of the
applicant's property. The document shall include legal descriptions of both
the applicant's entire parcel(s) and the easement area.
The
the
aPP a1 1
sha
offer shall be irrevocable for a period of 21 years, shall run in favor of
People of the State of California, binding successors and assigns of the
icant and/or landowners, and shall be recorded prior to
other liens and encumbrances, except tax liens. The offer to dedicate
1 be in a form and content acceptable to the Executive Director.
COASTAL DEVELOPMENT PERMIT NO. 6-89-190 Page 3 of 4
SPECIAL CONDITIONS, continued:
2. Open Space Deed Restriction. Prior to the issuance of the coastal
development permit, the applicant shall record a restriction against the
subject property, free of all prior liens and encumbrances, except for tax
liens, and binding on the permittee's successors in interest and any
subsequent purchasers of any portion of the real property. The restriction
shall prohibit any alteration of landforms, removal of vegetation or the
erection of structures of any type, except as herein permitted, in the area
shown on the attached Exhibit "3" and generally described as the area between
the proposed residence and the wetlands boundary or southern limit of the area
proposed to be dedicated to a public agency, and the two foot wide vertical
access easement located parallel and adjacent to the western property line.
The recording document shall include legal descriptions of both the
applicant's entire parcel(s) and the restricted area, and shall be in a form
and content acceptable to the Executive Director.
such restriction shall be subject to the review and written approval of the
Executive Di rector.
Evidence of recordation of
3. Grading and Erosion Control. The applicant shall comply with the
following conditions related to grading and erosion control:
A. Prior to the issuance of the coastal development permit, the applicant shall submit final grading plans to the Executive Director for
review and written approval. Said plans shall indicate that all grading
activities shall be prohibited within the period from October 1 to March 31st
of each year.
B. Prior to commencement of any grading activity, the permittee shall submit a grading schedule which indicates that grading will be completed
withi.n the permitted time frame designated in this condition and that any
variation from the schedule shall be promptly reported to the Executive
Director.
C. All permanent runoff and erosion control devices shall be developed and installed prior to or concurrent with any on-site grading
activities .
D. All areas disturbed, but not completed, during the construction
season, including graded pads, shall be stabilized in advance of the rainy
season. The use of temporary erosion control measures, such as berms,
interceptor ditches, sandbagging, filtered inlets, debris basins, and silt traps shall be utilized in conjunction with plantings to minimize soil loss
from the construction site.
"COASTAL DEVELOPMENT PERMIT NO. 6-89-190 Page 4 of 4
SPECIAL CONDITIONS, continued:
4. Drainage Plan. Prior to the issuance of the coastal development permit, the applicant shall submit for the review and written approval of the
Executive Director, a drainage and runoff control plan. This plan shall
document that runoff from the roof, driveway and other impervious surfaces will be collected and appropriately discharged. Runoff shall be directed away from the hillside(s) where possible, and any runoff directed over the hillside(s) shall be retained and discharged at a non-erosive velocity (less than 6 cfs) and at lagoon level elevation (elevation +6) in order to protect
the scenic resources and habitat values of the hillside(s) from degradation by
scouring or concentrated runoff.
5. Assumption of Risk. Prior to the issuance of the coastal development
permit, the applicant [and landowner] shall execute and record a deed
restriction, in a form and content acceptable to the Executive Director, which
shall provide: (a) that the applicant understands that the site may be subject
to extraordinary hazard from flooding and from slope failure, and the (b)
applicant hereby waives any future claims of liability against the Commission
or its successors in interest for damage from such hazards. The document
shall run with the land, binding all successors and assigns, and shall be recorded free of prior liens and any other encumbrances which the Executive Director determines may affect the interest being conveyed.
6. Exterior Treatment. Prior to the issuance of the coastal development permit, the applicant shall submit building plans for the review and approval
in writing of the Executive Director, indicating the exterior materials and
color scheme to be utilized in the construction of the proposed residence.
Earth tones designed to minimize the project's contrast with the surrounding
area shall be utilized.
7. Public Rights. By acceptance of this permit, the applicant
acknowledges, on behalf of him/herself and his/her successors in interest,
that issuance of the permit shall not constitute a waiver of any public rights
which may exist on the property. The applicant shall also acknowledge that
issuance of the permit and construction of the permitted development shall not
be used or construed to interfere with any public prescriptive or public trust
rights that may exist on the property.
(91 90P)
GEORGE DEUKMUIAN, Governor STATE OF CALI7ORNIA-THE RESOURCES AGENCY
CALIFORNIA co ASTA L COMMISSION
SAN DIEGO COAST DISTRICT
1333 CAMINO DEL RIO SOUTH, SUITE 125
SAN DIEGO, CA 92108-3520
(61 9) 297-9740
Robert Royce 2956 Roosevelt St. Ste 3 Carlsbad, CA 92008
NOTICE OF ACCEPTANCE
Date: November 13. 1989
Applicant: John Levy
Document or Plans: Elevations with exterior treatment indicated; drainage plan.
Submitted in compliance with Special Condition(s) No(s). 4 & 7 of Coastal Development Permit No. 6-89-190
Material submitted in compliance with said Special Condition(s) of your development permit has been reviewed by the District Director and found to fulfill the requirements of said condition(s).
copy of this letter have been made a part of the permanent file.
Your submitted material and a
Sincerely,
Charles Damn District Director
By: Paul B. Webb
(1 930N)
I
, -.
STRUCTURAL CALCULATIONS
for
Owner:
Prepared for:
Prepared by: Arthur Serata & Associates
8515 Arjons Drive, Suite E
San Diego, CA 92126
(619) 549-7784
. CRITERIA
CODE
Uniform Buildins Code 1985Edition
STRENGTH OF MATERIALS
WOOD : 2x, 3x & 4x’s Douglae Fir-Larch No. 2, Unlef3P
Otherviae Noted (U. 0. N. 1
6x It larger Douglas Fir-Larch No. 1, U.O.N.
GLUED-LAMINATED TIHBER: Simple beam: 24F-V4
Cantilevered benm: 24F-V8
MASONRY: Grede N-I Hollov Concrete Unite
Type S Hortar
All cell grouted solid: f’m = 1500 psi
Special inspection not required
CONCRETE: 2000 psi et 28 daya
REINFORCING STEEL: Y3, #4, and #5 bnrs to be either
Grade 40 or Grade GO, U.O.N.
t6 berg and larger to be Grade 60
STRUCTURAL STEEL: ASTM A36 (Fy = 36 ksi)
STEEL PIPE: ASTH A53, Type E or S, Grade B
STEEL TUBE: ASTH A500, Grade B
WELDING ELECTRODE: E70XX
son PROPERTIES
DESIGN LIVE LOAD
Roof @ 20 pef (reduced per tributary area criteria)
Floor (? PBf
SEISMIC
Zone
WIND
ARTHUR SERATA 6 ASSOCIATES
San Dieno. California 92126
1 8515 Arjons Drive, Suite E .
-
(619) 549-7784
PROJ. NO.@& PROJECT &vy
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ARTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126
PROJ. NO. V&%?ROJECT >/y&,
CLIENT SUBJECT
(619) 549-7784
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ARTHUR SERATA 6 ASSOCIATES ' 8515'Arjons Drive, Suite E
San Diego, California 92126
(61 9) 549-7784
CLIENT SUBJECT
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ARTHUR SERATA 6 ASSOCIATES
85151 Arjons Drive, Suite E
San Diego, California 92126
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ARTHUR SERATA 6 ASSOCIATES
8515’Arjons Drive, Suite E
San Diego, California 92126
(619) 549-7784 SHEET NQ 7
BY DATE
CHK~ DATE
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ARTHUR SERATA 6 ASSOCIATES
8515'Arjons Drive, Suite E
San Diego, California 92126
SHE@ NO
PROJ. NO. PROJECT ,&v/ c ,+-e &<ls DATE
CLIENT SUBJECT e kii& DATE
(619) 549-7784
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San Diego, California 92126
(619) 549-7784
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CLIENT SUBJECT PrK7rs d *p-e, -/+,i-&S /I CHK'D DATE
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ARTHUR SERATA 6 ASSOCIATES
1 85151Arjons Drive, Suite E
San Diego, California 92126
(619) 549-7784
ft-c PROJ. NO. &5l PROJECT L#wy ;tstA
CLIENT SUBJECT R/$f 'be 'D L DATE
ARTHUR SERATA P; ASSOCIATES
1 $515Arjons Drive, Suite E
San Diego, California 92126
(619) 549-7784
PROJ. NO. &?%PROJECT .&?vy
CLIENT SUBJECT +&@ -/;L=H$,& DATE
14377
ARTHUR SERATA 6 ASSOCIATES
' 6515'Arjons Drive, Suite E
San Diego, California 92126
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(619) 549-7784
DATE
PROJ. NO. fly&?- PROJECT ,/%-
CLEM SUBJECT
ARTHUR SERATA 6 ASSOCIATES .=s
' 4515'Arjons Drive, Suite E
San Diego, California 92126
CLIENT SUBJECT / *de 4% L/ DATE
PROJ. ND.HeROJECT
(619) 549-7784 13 &f+/ / e, ,.
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ARTHUR SERATA 6 ASSOCIATES ' 9515'Arjons Drive, Suite E
San Diego, California 92126
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ARTHUR SERATA 6 ASSOCIATES
-'851$ Arjons Drive, Suite E
San Diego, California 92126
" ' .
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1).
Edge Field
Fastener Spc'g Spc'g
5d 771
cooler
5d 441
cooler
coo 1 er
coo 1 er
5d 441
6d 771
bd 441
cooler
Gd 441
cooler
8d 6 12
8d 4 I?
0d 3 I?
8d E* 12
1 Od 6 I?
1 Od 4 l?
1 Od 31 I?
1Od 2, 12
IC ga. 6 6
taples
16 ga. 3 3
taplcs
!b SKRR WRLL SCHEDULE ---
Sill Attachment
No. of Rllo~. Ext. Wall Int. Wall Sill
Sides Shear to Conc. to Conc. to wood
100 1/2' Dia. n.B. P 72' 1/4' shot pins f! 32" 16d P 16'
2 200 e 48" e 16' e 8'
125 112" Dia. R.B. P 72' 114" chat pins e 24* 1Gd P 12'
2 250 e 32' e 12" e 6-
2 300 e 31' P 8' e4
2 200 e 48" I? 1G' e a'
150 1/2' Dia. R.B. 6' GO" 1/4" shot pins I? 16' 1M P 0'
100 1/2' Dia. n.B. P 72" 1/4" shot pins P 32" 113 e 16"
I25 I/?' Dia. R.B. P 72" 114' shot pins P 24' 16d P 12'
2 250 e ??' I? 12' CC 6'
175 1/2' Dia. R.B. @ 48" 1/4' shot pins P 16' 16d P 8'
2 350 P 211" e 8' e 4'
1 264 I/?" Dia. R.D. e 32' 1/2' Dia. R.B. e 32' 16d e 6'
L m e 16' P 16' e 3'
1 384 1/?" Dia. R.D. e 24" 1/?" Dis. R.B. E 24' 16d 12 4'
2 764- 5/8' Dia. R.D. P 16' 5/0" Dia. R.D. I? 16" P 2'
1 492 1/2' Dia. R.D. I? 11;' I/?" Dia. R.0. f! 16' Ibd @ 3"
2 984 3/4' Dis. R.B. @ IG' 314" Dia. FI.B. P 16' -
1 636 I/?" Dia. A.B. P 16" l/Z" Dia. fl.B. @ 16' 16d P ?-1/?'
2 1272 3/4" Dia. R.B. P 16" 314' Dia. R.D. Q 16" -
1 310 1/2' Dia. R.B. P 32" 12" Dia. R.B. E 32" 16d e 4'
9
2 €20 D 16" P 16' e 2'
1 460 1/2" Dia. R.B. i( 16" I/?" Dia. R.B. I! 16' 16d f? 4'
2 920 e 8' am e 2'
1 GOO I/?" Dia. R.D. I? 1G' 1/2' Dia. R.D. 16' If3 P 2-1/?'
, 2 1200 34" Dia. R.B. @ 16' 3/li1' Dia. R.D. P 11;' -
I 770 5/0" Dia. n.D. 17 IG' 5/0' Dia. R.D. I? 16' 1Gd P 2'
2 15110 3/4" Dia. R.B. @ 16" 314' Dia. R.B. E It' --
1 106 I/?' Dia. n.D. E 40' I/,?" Dia. n.D. E. 'ID" IGd I? 0'
L 360 I? 24" @ 24" e 4'
I 33 12" Dia. R.D. k 22" 1/?" Did. R.D. E 32" 1M 4'
2 650 P 1G' Q 16" e 2-1/2'
3
Hark 4 Description
7
8 .
9
io
1/2' gypsum wallboard
I/
3/8' CD-X ply~ood
(24/0)
3/8' CD-X plywood
[24/0)
3/0' CD-x plywood
(24/0)
3/a' CD-x plywood
(24/0)
112" gypsua wallboard 2l
11
12
13
14
1 /E' gypsum wall board
( bl ockcdd)
1/2' CD-X ply~ood
(32/16)
112' CD-X plywood
(32/16)
112' CD-X plywood
(3316)
112' CD-X plywmd
13?/161
5/8" gypsuu wallboard
51
5/8" gypsum wallboard
I bl ockd 1
7/8' stucco or P.C. plaster w/l
paprr-backed 1at h I
7/8' stucco or P.C. plaster w/
paperbacked lath
NOTES: 1. Plywood panel edrjer; to be solid blocked.
2. here It1 occurs fraoing shall be 3-inch rtoifiirlal or wider and riails shJll be staggered.
17
i l
*J, 10
.UVINQ ROOM
fiRTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126 . ..-. (619) 549-7784
CLIENT
ARTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126
c3
ARTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126
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bRTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92 126
(619) 549-7784 SHEET NO. z3
DATE I’
t;P* PROJ. N,q{% PROJECT &//,’ex
CLIENT SUBJECT
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& ARTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126
PROJ. NO&- PROJECT &vf
CLIENT SUBJECT DATE
(619) 549-7784
-e
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B'RTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126
(619) 549-7784
J7
, ARTHUR SERATA 6 ASSOCIATES
8515 Arjons Drive, Suite E
San Diego, California 92126
(619) 549-7784
PROJ. NO.
CLIENT SUBJECT &==& CHK' DATE
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RRTHUR SERATA 6 ASSOCIATES 0
8515 Arjons Drive, Suite E
San Diego, California 92126
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8515 Arjons Drive, Suite E
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A. R. BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.O. Box 348
Encinitas, CA 92024
(61 9) 753-9940
SUMMARY REPORT
Summarize present job status, work completed since last report, problems and their solutions, etc,
Copies to:
A. R. BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.O. Box 348
Encinitas, CA 92024
(61 9) 753-9940 ..
SUMMARY REPORT
Site Location: 2381 Buena Vista Circle, Carlsbad Insp. : M.B.
Summarize present job status, work completed since last report, problems and
their solutions, etc.
Sumary Report from (date): -e-- to (date): 12/16/89
1. The footing excavations for the proposed residence and attached
garage have been inspected by this firm.
steel reinforcement for the fIjotings and slabs were in place along
At the time of our inspection,
with moisture barriers and the sand blanket.
2. The footing excavatfons and steel reinforcement for footings and slabs
are consistent with the approved plans and preliminary soils report.
3. Any loose debris, which might fall into the excavations, should be
removed prior to pouring concrete.
Copies to:
A. R. BARRY AND ASSOCIATES
GEOTECHNICA L ENGINEERING
P.O. Box 348
Encinitas, CA 92024
(61 9) 753-9940
Mr. John Levy
P.O. Box 803
Carlsbad, CA 92008
Subject: PRELIMINARY GEOTECHNICAL ImSTIGATION
Pr opsed Single-Family Residence
2381 Buena Vista Circle
Carlsbad, California
A.P.N. 155-221-07
Dear Mr. Levy,
In response to your request, we have performed a preliminary geotechnical investigation at the subject site for the proposed single-family residence.
The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this
report.
From a geotechnical point of view, it is our opinion that the site is suitable for the proposed development provided the recommendations in this report are implemented during the design and construction phases.
If you have any questions, please do not hesitate to contact us at 7 53- 99 40.
This opportunity to be of service is appreciated.
Respectfully Submitted,
A.R. BARRY AND ASSOCIATES
Mark Burwell
Ge ologi s t A-.
Pr r
PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed Single-Family Residence
2381 Buena Vista Circle
Carlsbad, California
A.P.N. 155-221-07
Prepared For :
Dr, John Levy
P.O. Box 803
Carlsbad, California
August 24, 1989 W.O. P-1118
Prepared By:
A.R. BARRY AND ASSOCIATES
P.O. Box 348
Encinitas, California 92024
TABLE OF CONTENTS
APPE ND IC ES
August 24, 1989
Page 2
W.O. P-1118
INTRODUCTION
This report presents the results of our geotechnical
investigation. ’ The purpose of this study was to evaluate the
nature and characteristics of the earth materials underlying the
property and their influence on the construction of the proposed
single-family residence.
SITE CONDITIONS
The subject property is located north of Laguna Drive along the
west side of Buena Vista Circle in the city of Carlsbad. The
site is a rectangular lot with its western portion descending at
an overall gradient of about 3.5:l for approximately 28 vertical
feet to the Buena Vista Lagoon. Previous grading on the site has
created a level pad area in the eastern portion of the lot. The
site is bounded on the north and south by single-family
res idence s.
PROPOSED DEVELOPMENT
Preliminary plans for the development of the site were prepared
by Robert Royce, A.I.A. The plans indicate a single- and two-
story residence with a central courtyard will be constructed on
the level pad. The structure will be supported on conventional
footings with slab-on-grade floors.
August 24, 1989
W.O. P-1118 Page 3
SITE INVESTIGATION
Three exploratory borings were excavated to a maximum depth of
8.5 feet with a portable auger drill at the site. An additional
test trench was excavated with a tractor-mounted backhoe to a
depth of 8.0 feet. Earth materials encountered were visually
classified and logged by our field engineer. Undisturbed,
representative samples of the earth materials were taken at
selected intervals. Samples were obtained by driving a thin-
walled steel sampler into the chosen strata. The samples were
retained in brass rings of 2.50 inches inside diameter and 1.00
inches high. The central portion of the sample was retained in
close-f itting, waterproof containers and transported to our
laboratory for testing and analysis.
LABORATORY TESTmG
Classification
The field classification was verified through laboratory exam-
ination in accordance with the Unified Soil Classification
System. The final classification is shown on the enclosed Boring
Logs.
Moistur e/Densi ty
The field moisture content and dry unit weight were determined
for each of the undisturbed soil samples. This information is
August 24, 1989
Page 4
W.O. P-1118
useful in providing a gross pic-ure of ,he soil consistency or
variation among exploratory excavations.
The dry unit weight was determined in pounds per cubic foot. The
field moisture was determined as a percentage of the dry unit
weight. Both are shown on the enclosed Boring Logs.
GEOTECHNICAL CONDITIONS
Artificial Fill
The upper 6.0 inches of the pad area is composed of very dense,
brown silty sand. This material appears to have densified during
the previous grading of the site and significantly reduces
infiltration into the underlying terrace deposits.
Terrace Deposits
Underlying the fill cap, reddish-brown medium- and coarse-grained
sandstone with cobbles was encountered. The upper 5.0 feet of
this terrace deposit is moderately dense to dense and slightly
moist. However, below 5.0 feet the moisture content increases
and the cementation within the sandstone is absent. No
groundwater was observed to the depth explored.
CONCLUSIONS AND RECOMMENDATIONS
The lack of cement and the increase in moisture content within
the terrace deposits below 5.0 feet have probably resulted fscm
August 24, 1989
Page 5
W.O. P-1118
fluctuations in the level of groundwater. Although groundwater
is not expected to directly affect the construction of the
residence, fluctuations in the level of groundwater may result in
minor consolidation of the terrace deposits. Additional steel
reinforcement in footings and slabs is recommended because of the
po tent i a1 c ons o 1 id at ion .
Foundations
Footings for the proposed structure should be a minimum of 12
inches wide and founded a minimum of 18 inches into terrace
deposits for one- and two-story structures. A 12-inch by 12-inch
grade beam should be placed across the garage opening. Steel
reinforcement should consist of two No. 4 bars top and bottom in
accordance with Plate B, Footing/Slab Detail.
Footings founded a minimum of 18 inches into competent sandstone
may be designed for a bearing value of 1000 pounds per square
foot.
The bearing value indicated above is for the total of dead and
frequently applied live loads. This value may be increased by 33
percent for short durations of loading, including the effects of
wind and seismic forces.
August 24, 1989
Page 6
W.O. P-1118
Resistance to lateral load may be provided by friction acting at
the base of foundations and by passive earth pressure. A
coefficient of ‘friction of 0.30 may be used with dead-load
forces. A passive earth pressure of 150 pounds per square foot,
per foot of depth of sandstone penetrated to a maximum of 1000
pounds may be used in the design.
Slabs On Grade
Slabs on grade should be a minimum of 4.0 inches thick and
reinforced in both directions with No. 3 bars placed 18 inches on
center. The slab should be underlain by a minimum 4.0-inch sand
blanket which incorporates a minimum 6.0-mil Visqueen or
equivalent moisture barrier. Utility trenches underlying the
slab may be backfilled with on-site granular materials. However,
sufficiently compacting the backfill deposits may damage or break
shallow utility lines. Minor, settlement of the backfill in the
trenches is anticipated. To reduce the possibility of cracks
occurring, the slab should be provided with additional
reinforcement to bridge over trenches.
Drainage
Pad water should be directed away from foundations and around the
residence to an approved location. All roof water should be
collected and conducted to the driveway or suitable locatior. via
August 24, 1989
Page 7 W.O. P-1118
non-erod ble dev,ces. Pad water should not be allowed to pond or
flow over the rear slope.
Inspections and Density Testing
Structural footing excavations should be inspected by a
representative of this firm prior to the placement of steel.
Plan Review
A copy of the final building plans should be submitted to this
office for review prior to the initiation of construction.
Additional recommendations may be necessary at that time.
LIMITATIONS
This report is presented with the provision that it is the
responsibility of the owner or the owner's representative to
bring the information and recommendations given herein to the
attention of the project's architects and/or engineers so that
they may be incorporated into plans.
If conditions encountered during construction appear to differ
from those described in this report, our office should be
notified so that we may consider whether modifications are
needed. No responsibility for construction compliance with
August 24, 1989
Page 8
W.O. P-1118
design concepts, specifications or recommendations given in this
report is assumed unless on-site review is performed during the
course of construction.
The subsurface conditions, excavation characteristics and
geologic structure described herein are based on individual
exploratory excavations made on the subject property. The
subsurface conditions, excavation characteristics and geologic
structure discussed should in no way be construed to reflect any
variations which may occur among the exploratory excavations.
Please note that fluctuations in the level of the groundwater may
occur due to variations in rainfall, temperature and other
factors not evident at the time measurements were made and
reported herein. A.R. Barry and Associates assumes no
responsibility for variations which may occur across the site.
The conclusions and recommendations of this report apply as of
the current date. In time, however, changes can occur on a
property whether caused by acts of man or nature on this or
adjoining properties. Additionally, changes in professional
standards may be brought about by legislation or the expansion of
knowledge. Consequently, the conclusions and recommendations of
this report may be recdered wholly or partially invalid by events
August 24, 1989
Page 9
W.O. P-1118
beyond our control. This report is therefore subject to review
and should not be relied upon after the passage of three years.
The professional judgments presented herein are founded partly on
our assessment of the technical data gathered, partly on our
understanding of the proposed construction and partly on our
general experience in the geotechnical field. Our engineering
work and the judgments given meet present professional standards.
However, in no respect do we guarantee the outcome of the
project.
If you have any questions, please do not hesitate to contact our
office at 753-9940,
The opportunity to be of service is greatly appreciated.
Respectfully submitted, A.R BARRY AND ASSOCIATES
Mark Burwell
Ge ologi s t
A .R.- Barry, YE.
Principal Engineer
MB/'ARB/C j
I
. ._ .
EXPLORATORY BORING LOG
A.R. BARRY & ASSOClATES P.O. BOX348 LEVY PROJECT
ENCINITAS, CA 92024
(6.1 9) 755-0852 BORING NUMBEFI PROJECT NUMBEFi DATE
P-1118 8-24-89 B- 1
DEPTH TO GFIOUNDWATER: M/A
L --
TERRACE DEPOSIT: SANDSTONE, MEDIUM- AND
COARSE-GRAINED, REDDISH-BROWN,
OCCASSIONAL COBBLES, SLIGHTLY MOIST,
MODERATELY DENSE, MODERATELY CEMENTED
BORING DIAMETER: 6 DATE DRILLED:
FROM 5', INCREASE IN MOISTURE CONTENT, POORL
CEMENTED.
DEPTH (FEET)
-
-1-
END OF BORING Q 8.5' No GROUNDWATER'
NO CAVING
DESCRIPTION AND REMARKS
\ FILL: SAND, SILTY, BROWN, DRY, VERY DENSE.
- 15 I
EXPLORATORY BORING LOG
A.R. BARRY & ASSOCIATES
P.O. BOX348 LEVY PROJECT
BORING NUMBER ENCtNITAS, CA 92024 PROJECT NUMEE3 DATE
DEsC~IPTION AND C'LASSiFICATION
I
(6.1 9) 755-0852
-4- -
-5- - -
-6- - -
1
P-1118 8-24-89 6-2 I I
-7- - -
-a- -
-9 - - - 10 - -
DESCRlPTlON AND REMARKS
- FILL: SAND, SILTY, BROWN, DRY, VERY DENSE
I DEF'TH
i FEET)
L-
TERRACE DEPOSIT: SANDSTONE, MEDIUM- AND
COARSE-GRAINED, REDDISH-BROWN, SLIGHTL
MOIST, MODERATELY DENSE.
,t " 1
FROM 5'. INCREASE IN MOISTURE CONTENT, VERY
POORLY CEMENTED.
END OF BORING Q 8.5'
NO GROUNDWATER
NO CAVING
-- I I i I
i i
i
EXPLoRATORY BORING LOG
A.R. BARRY & ASSOCIATES P.O. BOX 348
ENCtNITAS, CA 92024
(6.1 9) 755-0852
LEVY PROJECT
DATE BORING NUMBER PfiOJECT NUME3
P-1118 8-24-89 8-3
DE?TH TO GFICUNDWATEX: N/A IsoRiNG OrAMEEX 6 " 1 DATE DRILLED:
DRILL RIG. PORT,ABLE AUGER
DESCFlIPTION AND REMARKS I DE?TH
f FE3)
SURFACE ELEVATION: PAD LOGGED BY: M , B .
-2 71
-3- - -
-4- - -
-5- - -
-6- - L
-7- - -
-8- - -
-9-
i - 10 -
-
- -
- 11 - - c
- 12 - -
- 13 -
------
TERRACE DEPOSIT: SANDSTONE
COARSE-GRAINED, REDD
OCCASSIONAL COBBLES,
MODERATELY DENSE.
FROM 5'. INCREASE IN MO
MEDIUM- AND
SH-BROWN,
SLIGHTLY MOIST,
SJURE CONTENT.
END OF BORING 8 8.5'
NO GROUNDWATER
NO CAVING
i
I 1 I 1 I I 1 1 I I I I:I
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TITLE 24 REPORT FOR:
THE LEVY RESIDENCE
CARLSEAD, CA
PROJECT DESIGNER:
ROBERT J. ROYCE
2956 ROOSEVELT SUITE 3
CARLSBAD, CA
OWNER:
JOHN LEVY, JR.
P.O. BOX 803
CARLSBAD, CA 92008
REPORT PREPARED BY:
6. M. S.
2280 MEYERS AVE. STE "A"
ESCONDIDO, CA 92025
741 -0178
Job Number: #215c
Date# 11/6/1989
The COMPLY 24 computer program ha5 been used to perform the calculations
summarixed in this compliance report. This program ha5 interim approval
and is authorized by the California Energy Commission for use with the
Second Generation Nonresidential Building Energy Efficiency Standards
for Nonresidential Occupancies. Second Generation Residential Occupancies
shown to comply with this program conform to the results produced by the
Public Domain Point System, developed by the California Energy Commission.
This program developed by Michael Gabel Associates C41J:) 428-0803.
. ..
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1 161
Plan Check No.
This form shall be used to determine the amount of school fees for a project and to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL D ICT:
Ca rls bad Unified San Marcos Unified
6350 Yarrow Drive Ste. A 270 West San Marcos Blvd.
Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776)
1
Encinitas Union Eptary ~ San Dieguito Union High School
189 Union Street 710 Encinitas Boulevard
Encinitas, CA 920 4 (944-4306) Encinitas, CA 92024 (753-6491)
RESIDENTIAL: SQ. FT. of living area Number of dwelling units /
/ . of covered area ]/ 4 SQ. FT. of garage area
COMMERCIAL/ I IAL: SQ. FT. AREA
Prepared By
FEE CERTIFICATION
(To be completed by the School District)
/Applicant has complied with fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other
Residential Fee Levied: $ s,a Clq .- based on 3:qOO sq. ft.@ XI. $6
Comm/Indust Fee Levied: $ based on sq. ft.@
AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential.
AB 2926 is capped at $.26 per square foot for commercial/industrial.
*
.. .
:i
CITY OF CARLSBAD, CALfFOItNIA, " A 14unicilial Corporation
.. /=.
Form No. 1068-1 (Rev. 7/88)
Exhibit A to Preliminary Report
Preliminary
Report
First American Title Insurance Company
.. e
- -
FIRST
411 IVY STREET,
OCTOBER 30, 1989
REFLEX CORP. DBPP
P.O. BOX 803
CARLSBAD, CALIFORNIA
ORDER NO. 999307-4
I -
AMERICAN TITLE INSURANCE COMPANY (P.0, BOX 808) SAN DIEGO, CALIFORNIA 92101
(619) 238-1776
-
92008
AWN: JOHN C. LEWY JR.
OUR ORDER NO. 999307-4
IN RESPONSE TO THE HEREIN REFERENCED APPLICATION FOR A POLICY OF
TITLE INSURANCE, THIS C0KPANY HEREBY REPORTS THAT IT IS PREPARED TO
ISSUE, OR CAUSE TO BE ISSUED, AS OF THE DATE €EREOF, A POLICY OR
POLICIES OF TITLE INSURANCE DESCRIBING THE IAND AND THE ESTATE OR
INTEREST THEREIN HEREINAFTER SET FORTH, INSURING AGAINST LOSS WHICH
MAY BE SUSTAINED BY REASON OF ANY DEFECT, 'LIW OR ENCUMBRANCE NOT SHOWN OR REFERRED TO As AN EXCEPTION HEREIN OR NOT EXCLUDED FROM
COVERAGE PURSUANT TO THE PRINTED SCHEDULES, CONDITIONS ANI)
STIPULATIONS OF SAID POLICY FORMS.
THE PRINTED EXCEPTIONS AND EXCLUSIONS FRO24 "E COVERAGE OF SAID
POLICY OR POLICIES ARE SET FORTH HEREIN. COPIES OF THE POLICY FORMS SHOULD BE READ. THEY ARE AVAILABLE FROM THE OFFICE WHICH ISSUED THIS
REPORT.
THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS BERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF
TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR To THE ISSUANCE OF A POLICY OF TITLE
INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED.
DATED AS OF OCTOBER 26, 1989 AT 7:30 A.M.
BRUCE A. BLANCHARD/RMF - TITLE OFFICER
DIRECT DIAL PHONE 231-4670
PAGE 1
. ... ... . .. . -. .a ORDER NO. 999307-4
- ..
THE FORM OF POLICY TITLE INSURANCE CONTEMPLATED BY THIS REPORT IS:
PRELIMINARY TITLE REPORT
TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:
JOHN C. LEVY, JR. A SINGLE MAN
THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED
TO COVERED BY THIS REPORT IS:
FEE AND EASEMENT
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
(SEE ATTACHED LEGAL DESCRIPTION)
AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED
EXCEPTIONS AND EXCLUSIONS CONTAINED IN SAID POLICY FORM WOULD BE AS
FOLLOWS :
1. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1989-90, A LIEN,
NOT YET PAYABLE.
2. THE LIEN OF SUPPLEMENTAL TAXES OR ASSESSMENTS, IF ANY, ASSESSED
PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE
CALIFORNIA REVENUE AND TAXATION CODE AND ANY OTHER APPLICABLE
STATUTES OF THE CALIFORNIA REVENUE AND TAXATION CODE.
3. SUPPLEMENTAL TAXES:
THE REQUIREMENT THAT THIS COMPANY BE FURNISHED WITH ALL
DESCRIBED PROPERTY BEFORE CLOSE OF ESCROW.
SUPPLEMENTAL TAX BILLS, IF ANY, FROM THE OWNER OF THE HEREIN
4. AN EASEMENT FOR GAS LINE AND INCIDENTAL PURPOSES IN FAVOR OF SAN
DIEGO CONSOLIDATED GAS AND ELECTRIC COMPANY, A CORPORATION,
RECORDED IN BOOK 853, PAGE 310 OF DEEDS, DESCRIBED AS FOLLOWS:
A STRIP OF LAND 2 FEET IN WIDTH, BEING 1 FOOT ON EACH SIDE OF THE
FOLLOWING DESCRIBED CENTER LINE:
PAGE 2
Y
. ..
. ~.. . . . ~ . . . . - . .. . . - . .- .
0-
ORDER NO. 999307-4
BEGINNING AT A POINT ON THE WEST LINE OF THE NORTH-EAST QUARTER OF THE NORTH-EAST QUARTER OF SECTION I, TOWNSHIP 12 SOUTH, RANGE
5 WEST, SAN BERNARDINO MERIDIAN, WHICH POINT IS 1044 FEET SOUTH OF THE NORTH-WEST CORNER OF THE SAID NORTH-EAST QUARTER OF THE
NORTH-EAST QUARTER OF SAID SECTION 1; THENCE NORTH 43'39' EAST,
TO THE EAST LINE OF THE WEST 25 ACRES OF THE SAID NORTH-EAST QUARTER OF THE NORTH-EAST QUARTER OF SAID SECTION 1.
REFERENCE IS MADE TO SAID INSTRUMENT FOR FURTHER PARTICULARS.
5. AN EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS
AND INCIDENTAL PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS IN FAVOR OF PACIFIC TELEPHONE AND TELEGRAPH COMPANY BY
INSTRUMENT RECORDED SEPTEMBER 29, 1948 IN BOOK 2963, PAGE 373 OF
"20' EASEMENT FOR PRIVATE ROAD".
~FFICIAL RECORDS, LOCATED WITHIN THOSE PORTIONS DESIGNATED AS
ALSO AN EASEMENT 10 FEET IN WIDTH ON THE FOLLOWING STRIPS OF LAND, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 7, THENCE NORTHERLY IN A
STRAIGHT LINE ACROSS LOT 7 AND A PORTION OF LOT 8 TO THE POINT OF
TERMINATION IN THE EASTERLY LINE OF SAID LOT 8, SAID POINT OF
TERMINATION BEING NORTHERLY FROM THE SOUTHEAST CORNER OF SAID LOT
8 A DISTANCE OF 82.10 FEET MEASURED ON THE EASTERLY LINE OF SAID LOT 8.
REFERENCE IS MADE TO SAID INSTRUMENT FOR FURTHER PARTICULARS.
-6. AN EASEMENT WITHIN THE HEREIN DESCRIBED PROPERTY FOR SIDEWALK AND INCIDENTAL PURPOSES AS SHOWN ON THE MAP OF SAID TRACT.
A QUITCLAIM DEED RECORDED JULY 7, 1966 AS FILE NO. 110930 OF OFFICIAL RECORDS PURPORTS TO ELIMINATE SAID EASEMENT.
A QUITCLAIM DEED RECORDED MAY 16, 1967 AS FILE NO. 69129 OF OFFICIAL RECORDS BY AND BETWEEN THE CITY OF CARLSBAD, CALIFORNIA, A MUNICIPAL CORPORATION AND ROSE FREDKIN PURPORTS TO ELIMINATE SAID EASEMENT.
7. THE FOLLOWING RECITAL CONTAINED IN DOCUMENT RECORDED DECEMBER 30,
1977 As FILE NO. 77-542742 OF OFFICIAL RECORDS:
1. THE UNDERSIGNED IS THE HOLDER OF RECORD TITLE TO THE LAND DESCRIBED IN THE DOCUMENT ATTACHED THERETO, MARKED EXHIBIT
"A", AND INCORPORATED THEREIN BY REFERENCE.
PAGE 3
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8.
9.
_- - ORDER NO. 999307-4
2. THE RIGHT OF THE PUBLIC OR ANY PERSON TO MAKE ANY USE
WHATSOEVER OF THE ABOVE DESCRIBED LAND, OR ANY PORTION
THEREOF, OTHER THAN ANY USE EXPRESSLY ALLOWED BY WRITTEN OR
RECORDED MAP, AGREEMENT, DEED OR DEDICATION, IS, BY
813, CALIFORNIA CIVIL CODE. PERMISSION AND SUBJECT TO THE CONTROL OF THE OWNER: SECTION
THE TERMS, COVENANTS AND CONDITIONS CONTAINED IN DEED RESTRICTION DATED APRIL 27, 1989, EXECUTED BY AND BETWEEN JOHN C. LEVY JR.
AND CALIFORNIA COASTAL COMMISSION, RECORDED OCTOBER 26, 1989 AS
FILE NO. 89-583305 OF OFFICIAL RECORDS.
AN IRREVOCABLE OFFER TO DEDICATE FEE TITLE DATED OCTOBER 26,
1989, EXECUTED BY AND BETWEEN JOHN C. LEVY, JR. AND CALIFORNIA COASTAL COMMISSION, UPON THE TERMS, mD CONDITIONS CONTAINED THEREIN RECORDED OCTOBER 26, 1989 AS FILE NO. 89-583306 OF
OFFICIAL RECORDS.
10. EASEMENTS AND RIGHTS OF WAY FOR ROAD, PUBLIC OR PRIVATE UTILITIES AND APPURTENANCES THERETO, AS RESERVED OR CONVEYED IN VARIOUS
DEEDS OF RECORD.
AFFECTS: EASEMENT PARCEL 2.
INFORMATION NOTE: THE POLICY ISSUED WILL BE BASED ON BASE RATE.
1989-1990 TAX INFORMATION:
CODE AREA: 09000 PARCEL NO. : 155-221-07 1ST INSTALLMENT: $508.76 OPEN 2ND INSTALLMENT: $508.76 OPEN LAND VALUE: $94,146.00
IMPROVEMENTS : $-0-
EXEMPT: $-0-
PAGE 4
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN .IS SITUATED IN THE STATE OF CALIFORNIA,
COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS:
:PARCEL 1: - -
LOT 7 OF BUENA VISTA GARDENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2492, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 4,
1948.
PARCEL 2:
AN EASEMENT AND RIGHT OF WAY FOR ROAD PURPOSES TO BE USED IN COMMON WITH ALL PRESENT AND FUTURE OWNERS OF LOTS IN SAID BUENA VISTA
GARDENS, AS SHOWN AS "PRIVATE ROAD" ON SAID MAP NO. 2492.
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1
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NO "a3 'E
MAP 2492
SEC 1 '$ MAP BK 155 PG 22 MAPPED FC)R ASSESSMENT PURPOSES ONLY
February 7, 1990
TO: FILE
FROM: City Engineer and Planning Director
BUENA VISTA CIRCLE MINOR STANDARDS VAEUANCE SV 89-04
In accordance with Section 19 of the Street Design Criteria of the City Standards, the City
Engineer and Planning Director shall have the authority to grant a minor variance to City
Standards provided the following findings can be made:
1.
2.
3.
4.
5.
That there are extraordinary or unusual circumstances or conditions
applicable to the situation or surrounding property necessitating a variance
of the Standards.
That the granting of such variance will not cause substantial drainage
problems.
That the granting of such variance will not conflict with existing or future
traffic and parking demands or pedestrian or bicycle use.
That the granting of such variance will not be detrimental to the public
welfare or injurious to the property or improvements in the vicinity in which
the variance is granted.
That the granting of such variance will not adversely affect the
comprehensive general plan.
City staff has reviewed the variance request and is making the recommendation that
follows in this memorandum.
REQUEST: Approve variance to reduce City standard right of way width, on Buena Vista
Circle from 56’ to 46’.
LOCATION: All of Buena Vista Circle.
REASON: Buena Vista Circle is in an older established neighborhood with an existing
40’ right of way. It carries very little traffic and there have been no traffic
or circulation problems reported on the street in the last 5 to 6 years. Since
many of the existing homes are already built within 12 to 15 feet of the
existing right of way, Increasing the right of way width to City Standards
would place these homes within 4 to 7 feet of the right of way which
severely violates the City Zoning Ordinance regarding front yard setbacks.
File
February 7, 1990 Page: 2
STAFF RECOMMENDATION: Approve the variance request.
EXPLANATION: Buena Vista Circle was originally approved in 1948 as a 40' private
access easement to serve an 18 lot subdivision. At some time in the past
that private easement was dedicated to the public and accepted. Presently
16 of the lots have single family homes on them with 2 lots vacant. The
street dead ends and the only traffic it cames is to serve the existing homes.
The only increase in traffic would come from the construction of homes on
the 2 vacant lots.
This variance does not affect the standard curb to curb width of the street
or eliminate the City sidewalk. Its only affect is to allow a greater front
yard setback.
Based on the following findings staff recommends approval of the Standards
Variance:
1. The circumstances or conditions applicable to this situation are
unusual.
2. No drainage problems will occur.
3. The proposed variance will not conflict with existing or future
traffic, parking, pedestrian or bicycle demands.
4. It is not detrimental to the public welfare or injurious to
private property rights.
5. The proposed variance will not adversely affect the
comprehensive general plan.
ACTION:
City Engineer
MICHAEL HOLZMILLER
Planning Director
LBH:RJW:rp
RECORDING REQUESTED BY AND )
WHEN RECORDED MAIL TO 1
CITY OF CARLSBAD 1
1200 Elm Avenue 1 Carlsbad, CA 92008 1 Space above this line for Recorder's use.
Documentary transfer tax: $ No Fee
QUk Signature of declarant determining tax-firm name
CITY OF CARLSBAD
Parcel No. 155-221-07
CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS
THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation,
hereinafter referred to as "City", and John C. Levy, hereinafter referred to as
"Property Owner."
RECITALS
MHEREAS, Property Owner has applied to City for a building permit No. CB
891460 for the real property hereinafter described, now under Property Owner's
ownership; and
WHEREAS, it has been found that said property is not suitable for develop-
ment in its present condition, however said property would be suitable for
development if certain pub1 ic improvements hereinafter described are constructed
and certain irrevocable offers of dedication are made to City; and
WHEREAS, the City require certain improvements and dedications as a
condition of approval of this Building Permit No. CB 891460; and
WHEREAS, Property Owner has requested said Building Permit CB 891460
be granted by City in advance of the time said improvements are to be made; and
WHEREAS, Property Owner, in consideration of the approval of said Building
Permit CB 891460 desires to enter into this agreement securing the construction
of said improvements, and City has determined it to be in the public interest
to agree to temporarily postpone said construction;
NOW, THEREFORE, IT IS AGREED between the parties hereto as follows:
Section 1. That City agrees to record any irrevocable offers of dedication
made by Property Owner for Buena Vista Circle.
Section 2. That Property Owner, in lieu of making the hereinafter descri-
bed improvements before approval of said Building Permit No. CB 891460 is
granted, agrees to install and construct, or cause to be installed or
constructed, said improvements in accordance with plans and specifications
approved by the City Engineer within sixty (60) days after written demand so to
do by City. Property Owner shall not be required to make said improvements
before December 1, 1990, or within such further period of time as is granted by
City, provided, however, that upon the happening of either of the following
occurrences said improvements may, at the sole election of City, be required to
be made sooner than said date or such extended period of time which may have been
granted by City:
(a) When the City Council finds that the owners of 40% or more of
the frontage, including the frontage of Property Owner, between intersecting
streets on both sides of the street upon which the property herein described
has frontage, have agreed with City to install street improvements to City
specifications.
(b) When owners of more than 50% of the frontage, between intersect-
ing streets on both sides of the street upon which the property herein described
has frontage, have petitioned the City to form an improvement district for the
improvement of said streets.
Said improvements shall be made without cost or expense to City. City
estimates that the cost of engineering and construction of said improvement at
the time of signing this contract is sixteen thousand four hundred twenty six
and OO/lOO DOLLARS ($16,426.00). Property owner hereby acknowledges that said
cost is a reasonable estimate of engineering and construction costs at this time
and that the actual cost of same at some time in the future may exceed this
estimate.
Section 3. That for the faithful performance of the promises and covenants
herein contained, Property Owner hereby grants to City a lien upon the
hereinafter described property in the amount of $16,426.00 plus any future
increases of cost in excess of this sum resulting from increased engineering and
construction costs, and in the event Property Owner, Property Owner’s successors,
heirs, assigns, or transferees fail to install and construct said improvements
in the manner and within the time specified herein, Property Owner agrees that
City may do any or all of the following: ,
(a) Have the necessary engineering for said improvements done, and
install and construct said improvements by contract or otherwise. City or its
contractor and contractor’s employees may enter upon any portion or portions of
the property reasonably necessary for said engineering and construction, and
the entire cost and expense shall be charged against said property and payable
by said Property Owner, Property Owner’s successors, heirs, assigns or transfe-
rrees immediately upon completion of said improvements. In the event same is
not paid within thirty (30) days from completion, City may foreclose said lien
as provided by law for the foreclosure of mortgages.
(b) Direct the City Engineer to estimate the cost of necessary en-
gineering, and the work required to install and construct said improvements,
and foreclose said lien in said amount.
(c) Pursue any remedy, legal or equitable (including those specifi-
cally referred to herein), for the foreclosure of a lien, and the Property Owner,
Property Owner’s successors, heirs, assigns and transferrees, shall be 1 i ab1 e
for reasonable attorney’s fees as a cost in said proceedings.
Section 4. That it is agreed that anything herein contained to the
contrary notwithstanding, the promises and covenants made herein shall not be
bi ndi ng upon the holders, mortgagees, or benef i ci ari es of any purchase money
mortgage or purchase money deed of trust for value which has been or may in the
future be executed by the Property Owner, Property Owner’s successors, heirs,
assigns or transferees, and the lien hereby created shall be and is hereby
subordinated to and declared to be inferior and subsequent in lien to the lien
of any such purchase money mortgage or purchase money deed of trust. The lien
hereby created shall likewise be of no force or effect against any owner whose
title to the property hereinafter described is acquired by or as a result of a
foreclosure or trustees’ sale of any such purchase money mortgage or purchase
money deed of trust.
Section 5. That at any time during the period herein provided, the
Property Owner, Property Owner’s successors, heirs, assigns or transferees may
deposit a cash bond or post a surety performance bond satisfactory to the City
to charge said surety with the cost of said improvements; the amount of bond to
be the estimated cost of engineering and improvements at the time of such deposit
or posting as ascertained by the City Engineer, and that upon deposit of said
cash or posting of said bond the City agrees to release the property, or any
portion of it as to which said deposit or posting applies, from the provisions
of this agreement, and to execute any necessary release to enable the record
title of the property to be released from the lien herein imposed.
Section 6. Said City shall not, nor shall any officer or employee thereof,
be liable or responsible for any accident, loss or damage happening or occurring
to the work or improvements specified in this agreement prior to the completion
and acceptance of the same, nor shall said City, nor any officer or employee
thereof, be liable for any persons or property injured by reason of said work
or improvements, but all of said liabilities shall be assumed by said Property
Owner and Property Owner's successors, heirs, assigns or transferees, and they
shall save the City harmless from, and indemnify the City against, any and all
claims, suits and liabilities of or to any person or property injured or
claiming to be injured as a result of said work or improvements. Said Property
Owner, and Property Owner's successors, heirs, assigns or transferees, further
agrees to protect said City and the officers and employees thereof from all
liability or claim because of, or arising out of, the use of any patent or
patented article in the construction of said improvement.
Section 7. It is further agreed that said Property Owner will at all
times up to the completion and acceptance.of said work and improvements by the
City, give good and adequate warning to the traveling public of any dangerous
or defective conditions of pub1 i c property. The Property Owner hereby agrees
to pay for such inspection of improvements as may be required by the City
Engineer of City.
Section 8. This agreement and the covenants contained herein shall be
binding upon and inure to the benefit of the successors, heirs, assigns and
transferees of Property Owner, shall run with said real property, and create an
equitable servitude upon said real property.
Section 9. A description of the property referred to herein and upon
which said lien is imposed is described as follows:
Lot 7 of Buena Vista Gardens, in the City of Carlsbad, County of San Diego,State of California, according to map thereof No. 2492, filed in the office of the County Recorder of San Diego County, August 4, 1948.
Section 10. The required improvements to be constructed and the estimated
costs thereof are as follows:
IMPROVEMENTS ESTIMATED COSTS
6” Type G Curb and Gutter
Sidewalk
Street Paving and Base
Street Lights
Utility Undergrounding
$ 1,152.00
$ 1,766.00
$ 556.00
$ 9,600.00
$ 1,210.00
Subtotal $ 14,284.00 +15% Engineering Contingency .$ 2,142.00 TOTAL COST $ 16,426.00 ZW IN WITNESS WHEREOF, we have hereunto set our hands and seals this
CITY OF CARLSBAD, a Municipal Corporation
of the State of California
- By: M R IN ORENYAK Community Development Director
APPROVED AS TO FORM:
STATE OF GALIFOF$JAAn e_go Jss.
COUNTY OF I
- .before me, the undersigned, a Notary Public in and for November 22, 1989 On JOHN C. LEVY,&R. said State, personally appeared_-. _____