HomeMy WebLinkAbout2444 SACADA CIR; A | B; 85-689; PermitI hereby affirm that I am licensed under
provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Professions Code, and my license Is in
full force and effect.
lic No Class
I hereby affirm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which re-quires a permit Is construct, alter, improve, demolish, or
repair any structure. prior to its jysuance also requires the ap-
plicant br such permit in file n"bi)ined slolament that h, in
licensed pursuant to the provisions of the Contractor's
License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption. Any
violation 01 Section 7031.5 by an applicant for a permit sub'
jt.ita the appih.wil to iviI pUvitty of hOt huhOIi liian link thee'
dred dollars ($500).
ii I, as owner of the property. or my employees with wages
as their sole compentatino, will do the work, and the struc-ture is not intended or altered for sale (Sec. 7044. Business
and Professions Code: The Contractor's License Law does
not apply to an owner of property who builds or improves
thereon and who does such work himself or through his own
employees, provided that such improvements are not intend-If or offered for sale. If, however, the building or improve-
ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im-
prove for the purpose Of sale).
I, as owner of the property, am exclusively contracting
with licensed contractors in construct the project (Sec. 7044,
Business and Professions Code: The Contractor's License
Law doss not apply loan owner of properly who builds or im-proves thereon, and who contracts for each projects with a
contractor(s) license pursuant to the Contractor's License Law).
O As a homeowner lam improving my home, and the 10110w'
leg conditions exist:
The work is being performed prior to sole. I have lived in my home for twelve months
prior to completion 01 this work. I have not claimed this exemption daring the last three years.
lam exempt under Sec. ___________________ - 86 P.C.
for this reason
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iicr RAIl PAINT PFN ANIY & PRFSS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT Carlsbad, California 92008.1989 (619) 438.5525
BADORESS A AV..ST.RD, NEAREST CROSS ST. . OATEOP'5PPL1CATION .BusTNEsS LICENSE ol - VALUATION PERMIT NUMBER
21444 SACADA J'l ,
CIRCLE LEVANTE 11/20/85 NA
LOT I BLOCK I SUBDIVISION - I ASSESSOR PARCEL NO. CONTRACTOR
167 I L.C. SOUTH ii 216 190 61
CONTRACTORS PHONE C
r'p -
ZONE
NA fl7'L./ OWNE A'S NAME f OWNER'S PHONE
CONTRACTOR"'AODRESS LICENSE NO. PLAN I.D. # BUILDING SO. FOOTAGE
FOX/ HALL PAPTN9HP F I +'3'+ 707 NA . . NA
OWNER'S MAILING ADDRESS ________________________________________
DESIGNER DESIGNER'S PHONE
2979 STATE ST, SUITE C, CARLSBAD, CA 92008 KORELICH & HALL ARCHITECTS (+34 7079 DC3Cfllf'TION of, WOflIC
TWO STORY TYPE V DPEX DESIGNER'S ADDRESS LICENSE NO.
2979 STATE ST, STEP, CARLSBAD C 12695
__... .--. --•- -- -- F/P FLR ELEV.I NO OCCGP I EDU T/09y869 -
- 000T955T 7 5437"
I STORIES
'3 /11
..-.-'' 6 5t37 vO ND
CENSUS TRACT OP LAND USE PARKING SPACE RES UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT f TYPE 0CC LOAD FIRE SPA
Y 0
AREA
YO N' ____________
CONST
Yo Plot Valid Unless Machine Certified
-
QTY. PLUMBING PERMIT- ISSUE OTY. MECHANICAL PERMIT- ISSUE
, SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP .2 .3Z C.' 2 INSTALL FURN. DUCTS UP TO 100.000 BTU5 f 0O BUILDING PERMIT 001-810-00-00-8220 7190. 6 -6
.2.. EACH BUILOING'SEWE,R ', .'5_ /3 - OVER 100,000 BTU . SIGN PERMIT 001.810-00'00-8221
/ EACH WATER HEATER AND/OR VENT .2 .50 BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810'00-00-8806 55',33
EACH GAS SYSTEM 1 TO 4 OUTLETS - BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810'00-00-8222 97.
E€EACH GAS SYSTEM bOA MOR.4,5 ,.... METAL FIREPLACE () 3 .0 0 , 6 ELECTRICAL
INSTAL.. ALTER, REPAIR WATER PIPE . f
O01-810'00-0O-8223
EACH VENT FAN SINGLE DUCT &. c2 j D ,
RZ
EACH VACUUM BREAKER . SZ - ,$. . -
MECHANICAL 001-810-O0'008224
MECH EXHAUST HOOD/DUCTS , MOBILEHOME 001'810-00-00-8225
WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER
: o
MOBILEHOME PARK INSP
EACH ROOF DRAIN (INSIDE) 2
MECHANICAL
SOLAR ,00O7 001-810-00-00-8226
TOTVf a STRONG MOTION . OOØ_Z 88051992 -33
TOTAL PLUMBING I = FIRE SPRINKLERS 001-810'00-00-8227
QTY. ELECTRICAL PERMIT - ISSUE 5__. QTY. SOLAR
- PUBLIC FACILITIES FEE 332-810-00-00-8930 9'/ .2 , 02>
NEW CONSTEAAMPiSWTBKR c) COLLECTORS ,. V11 SCHOOL _FEE _-_DISTRICT
I PH 3 PH , STORAGE TANKS Carlsbad__--
EXIST BLDG EAAMP/SWT/BKA ROCK STORAGE Encinitas
1 PH . 3 P . PUMP San DieguIto
REMODELALTER PER CIRCUIT . San Marcos
TEMPPOLE 200AMPS . xp go_r7'_r2_yg_oo 00 O
OVER _200AMPS LICENSE TAX 001-810-00-00-8162
TEMP OCCUPANCY (30 DAYI .
MIFF OA4 JIVID 880-519-92-57
S . CREDIT DEPOSIT 2&)
TOTAL ELECTRICAL
—
TOTAL SOLAR - TOTAL FEES PAYABLE
AVE cREULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Oftici8l underthe'óvisIonooflhio * AN OSHA PET IS REOUIRED.F.QR EXCAVATIONS OVER I' "
CERTIFY UNDETI PEt-fABTy OF PERJURY5 THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void If the building or work , 5'0" DEEP AND DEMOLITION OR CiH3TRLTION OF i authorized by such permit is fbi commenced within 180 days from the (ISle Of Such
I bICLAHATI0NS AHE F J,EANO4OFOECT AND i FURTHER CERTIFY AND AGREE IF A PERMIT El permit, or if the building o work authorized by such permit is suspended or S1C' -O ER ES IN HEIGHT -
BUILDING CON'
.
3 STORIES
ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING I abandoned at any time after the work is commenced for a nOd
STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND NT'S SIGNATURE * • OWNE
01180 dava.
CONTRACTOR 0 APPROVED BY DATE
—
-KEEP HARMLESS THE CITY OF CARLSBAD AGAINST .LL LIABILITIES, JUDGMENTS, COSTS AND
I "(PENSES WHICH MAY IN ANYWAY 415bAUE AGAINST SAID CITY IN CONSEQUENCE OF THE
RAtNG OF THISf.ERMJT...: ,• • c..:LtvA BY PHONE 0
. 'e.,
D I hereby affirm that I have a certificate of consent to
calf i56.jrs. or a surlifixulu of Wodwrn' Companualiun In
surance. or a Certified copy thereof (Sec, 3800. Labor Code)
POLICY NO.
COMPANY
Copy is filed With the oily
Certified copy is!geby tarnished
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be Completed II the permit
is for one hundred dollars ($100) or less) 1 certily that in the performance 01 the work for which
this permit is issued. I shall not employ any person in any
manner 00 as to become subject to the Workers' Compen-
sation Laws of California.
NOTICE TO APPLICANT: If, alter making this Certificate
of Exemption, you should become subject to the Workers'
Compensation provisions of the Labor Code, you must
forthwith comply with such provisions or this permit shalt
be deemed revoked.
1" 0 I hereby affirm that there Is a construction lending
agency for the performance 01 the moth for which this per.
01 mit is issued (Sec. 3097, Civil Code) zuI l Lender's Name______________________________
L Lender's Addreso_________________________________
TYPE DATE INSPECTOR
BUILDING ___ ______
FOUNDATION ___ /-3 (4 v REINFORCED STEEL
_______( /'
MASONRY I
GUNITEOR GROUT
SUB FRAME 0 FLOOR 0 CEILING 19
SHEATHING 41 OOF 0 SHEAR £1lS.j,rL
FRAME gLJ
EXTERIOR LATH
INSULATION p
INTERIOR LATH & DRYWALL
PLUMBING
0 SEWER AND 13L/CO 0 P(/CO
UNDERGROUND DWASTE DINATER _____
TOP OUT 0 WASTE 0 WATER '-/ ./5-f j%f4.
TUB AND SHOWER PAN
GAS TEST I D WATER HEATER D SOLAR WATER
-
ELECTRICAL 1
O ELECTRIC UNDERGROUND j2TUF\FER
ROUGH ELECTRIC
ELECTRIC SERVICE 0 TEMPRARY
O BONDING 0 POOL
MECHANICAL
DUCT & PLEM., 0 REF. PIPING
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTiON WHEN ALL APPROPRIATE
ITEMS ABOVE HAVE BEEN APPROVED.
FINAL
PLUMBING
ELECTRICAL I
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS N\
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
RED. IF INSPECTION CHECKED
INSPECTOR
APPROVAL DATE ;v
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE - " V
OVER 2000 PSI
PRESTRESSED
CONCRETE
________ ____________
,•' -•
POST TENSIONED 5
CONCRETE --
FIELD WELDING
HIGH STRENGTH
BOLTS
3PF_6JA,j MtR'y
,
PILES CAISSONS
City of iarlsbad
/1120o ELM, _cARLSBAD, CA 92008 • TEL. (619) 438-5525
MISCELLANEOUS
RECEIPT
Address 21+1+4 SAADA CIRCLE cARLSBAD, CA
0
0
0
0
0
o
o
El
0
0
0
O
MISCELLANEOUS FEE RECEIPT
* PLAN CHECK FEE 01-00-00.8806 1/35. gç
VALUATION Ig_24O
DEMOLITION_________________________
HOUSE MOVING
PARKS AND RECREATION FEE_________________
FACILITIES FEE______________________
SCHOOL FEE - DISTRICT
Carlsbad
Encinitas______________________
San Diego
San Marcos
CERTIFICATE OF OCCUPANCY_______________
Owner
THE. FOX/HALL PARTNERSHIP
Mailing
Adeff 9$TATE ST, STEC_CARLSBAD,C'\
City CARLSBAD I Zip
I 92008
I Tel
f3t 7079
Contractor NA
Address NA
City NA Zip Tel. NA PUBLIC
-Slate Lic. NA NA S. Classif. City RA Lic. No.
COMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION LOT 167 OF LA COSTA SOUTH
UNIT NO.1, ACCORDING TO MAP THEREOF NO.
6117
ASSESSORS PARCEL NO. 216 190 61
0
DESCRIPTION OF WORK TWO STORY, TYPE V,
RESIDENTIAL DUPLEX
PLAN ID NO. '°
DESIGNER ADDRESS 2979 STATE ST, STE C o
IpPI-161519 134 7079
.
CARLSBAD, CA
TOTAL FEE $ sr
CONTACT,'ERSON STEVE HALL WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE
FORFEITED TO THE CITY.
COMMENTS:______________________________________________
- Signature of Applicant't Date
-
White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor
FINAL BUILDING INSPECTION
-
PLAN CHECK NUMBER • ... RçRQ DATE
PROJECT NAME:
: V
'ADDRESS /A/L/J Qi A R
PROJECT NO UNIT NUMBER PHASE NO
... .• -•
TYPE OF UNIT Thtn1r NUMBER OF UNITS
•'- : . • . .
.q. . CONTACT PERSON: . V.
L-LflR . ' 4.. CONTACT TELEPHONE:
•
11 . V -••
4.
: '. .... '- ,
INSPECTED DATE
- .. .
INSPECTED: ____________ APPROVED . DISAPPROVED f
V - •
/
-. INSPECTED . ,V*
DATE
* . V. *
BY INSPECTED. APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: V _• APPROVED V DISAPPROVED
- . •- •.: * . . - .-• .:. . - - r
COMMENTS
izV * V •• - V• , • V. •
V V
V :..-- • - .
& It . V
Rev 1186 WHITE Suspe UE:Water District GEEN Engineering CANARY Utilities PINK Planning GOL Fire
-
&
FINAL BUILDIN9-4HbjrION
PLAN CHECK NUMBER DATE
PROJECT NAME:
ADDRESS: 74AA , , It
PROJECT NO.:. UNIT NUMBER: PHASE NO.:
TYPE OF UNIT:• flUfl1X NUMBER OF UNITS: -
.-
CONTACT PERSON:
CONTACT TELEPHONE: 46-I52flR .
.INSPECTED . DATE 1 . BY: ._._. INSPECTED: APPROVED DISAPPROVED
- INSPECTED . DATE
BY: : INSPECTED: APPROVED ______ DISAPPROVED
INSPECTED- .. DATE
BY: ._._- INSPECTED: . APPROVED ______ DISAPPROVED
COMMENTS: . . .
Rev. 1186 WHITE Suspense BLUE Water District GREEN EngineerIn YUtiIituesPK Planning GOLD Fire
ESGIL CORPORATION
9320 CIIESAI'EAKE DR., SUITE 208
SAN I)IEGO, CA 92123
(6 1 9) 560- 1 468
DATE: [)APPLICANT
URISDICTION
JURISDICTION: OPLAN CHECKER
[]FILE COPY
PLAN CHECK NO: Z3-
0 DESIGNER
PROJECT ADDRESS:
PROJECT NAME:
7/
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
D with the jurisdiction's building codes when minor deficien-
cies identified . are resolved and
checked by building department staff.
The plahs transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
U The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
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 U been completed. Person contacted:
Date contacted: Telephone #
REMARKS:
BY: ENCL:
IL CORPORATION
ESGIL CORPORATION
9320 CIIESAI'EAKE DR.. SUITE 208
SAN DIEGO, CA 92123
10 19) 560-1468
DATE: DECgw1R 7., 1grAC-
JURISDICTION: CALgAD
PLAN CHECK NO:
PROJECT ADDRESS: 2444 CAoA IRCLg
PROJECT NAME: / r ç
APPLICANT
JURISDICTION
0 PLAN CHECKER
0 FILE COPY
UPS
O DESIGNER
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
0 copy 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
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
tZf plan check has been completed.
Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted:
Date contacted: Telephone #__________________
REMARKS:
BY: /J_ /Z((' /Pu11 ENCL:______________ ESGIL CORPORAI'IONU
I
1-FALL
24 -71 STATE TET
.S,AD. CALIFiRt3IA q2zaa
i:i:i:
PROJECr ADDS: 2A44 fit)A CI ,-LE
PLAN CORRECTION SEKKr
SINGLE FAMILY AND DUPLEX DWELLINGS
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date initial plan check completed:
tz..- -3 By: C0AQ1 AAi&L
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 enforced by the Planning Department,
Engineering Department or other departments.
The 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), 1982 Uniform
Building Code, the approval of the plans does
not permit the violation of any state, county
or city law.
A. PLANS
Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corp., 9320 Chesapeake Drive,
Suite #208, San Diego,
California 92123, (619) 560-1468.
2. Please make all corrections on the original
racings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building
department.
To facilitate rechecking, please identify,
next to each listed item, the sheet of the
plans upon which each correction has been made
and return this check sheet with the revised
plans.
/1. On the title sheet, indicate on plans the
name of the legal owner and name of person
responsible for the preparation of the plans.
Plans, specifications and calculations
......all be signed by a California state licensed
engineer or architect. (California Business
and Professions Code).
/..
Specify on the title sheet of the plans the
ross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony.
Qe
Provide a statement on the title sheet of
plans that this project shall comply with
the editions of the codes as adopted by the
jurisdiction anl listed sn Ph
-supplement sheet. \C L U L1 U Ifl UPC, %c;24 Mee-
Submit fully dimensioned plot plan drawn to
(scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes and approximate finish floor
elevations for all structures and show
elevations at all lot corners. Section 302
(a) 7.
Indicate distance from center-line of
/street or alley to property line and distance
from property lines to proposed building.
Section 302 (a) 7.
/z. Projections, including eaves, shall be
one-hour fire-resistive construction, heavy
timber or of non-combustible material if they
project into the 3' setback area from the
property line. Section 1710.
/3. Show location of permanently wired smoke
detectors. Section 1210.
/4. A smoke detector shall be installed in the
basement of dwelling units having a stairway
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.
C. ROa4 SIZ, LI, VENTILATION AND GLAZING
,. Habitable rooms, other than kitchens,
shall contain at least 70 square feet of floor
area. Section 1207. (b).
/6. 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
B. FIRE PJ7ZI0N
)6. Walls closer than 3 feet to property lines
/shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds 1,000 square
feet on any floor. (Table 5-A, Section 1709
(a) ).
34. Projections,, including eaves, may not
/extend more than 12 inches into the 3 foot
setback from the property line. Eaves over
required windows shall be not less than 30
inches from the side and rear property lines.
Section 1710 and Section 504 (a) and (b).
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, minimum is 1.5 sq. ft. (Section
1205 (a) ).
4. At least 1/2 of the common wall must be
open and have an opening not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
34. Required windows shall not open into a
/roofed porch unless the ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
Pk Provide mechanical ventilation capable of
,roviding five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows are
not provided. Section 1205 (a).
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
/1., rooms is a minimum of 716". Section 1207 (a).
13. Show ceiling height for laundry rooms,
thallways, corridors, and bathrooms is a minimum
of 710". Section 1207 (a).
3.Je Provide 30" clear width for water closet
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story.
D. EXM. STAIRWAYS. AND RAILI
3. Floors above the second story shall have
not less than 2 exits. Section 3303 (a).
31. Required exit doorways shall be not less
than 36" in width and not less than 618" in
height, and shall be capable of opening at
least 90 degrees. Section 3304 (e).
Provide 36" high protective railing, for
tor-ches, balconies, and open sides of landings.
Maximum opening between railings shall be less
than 6". Section 1711.
compartments and 24" clearance in front of
water closet. Section 511 (a). •_ , 33. Show how guardrail connection details are
equate to support 20 pounds per lineal foot
. Specify safety glazing for glazing in at a right angle to the top rail. Table 23-B.
azardous locations such as glass doors,
glazing adjacent to such doors and glazing
adjacent to walking surfaces. Section 5406.
Glazing in shower and tub enclosures shall 26.
: tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d).
7. 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.
A mezzanine is an intermediate floor and
ay not have a floor area exceeding 33 1/3
percent of the total floor area in the room
below, and the mezzanine floor must have a
clear height of 7 feet, above and below and
must have the long side open to the room below
except for posts and protective walls or
railings not exceeding 42" in height. Section
1716.
7?,. Provide stairway and landing details.
Section 3306 (b) & (c).
A. Maximum rise 8" and minimum run is
I' 9"
Minimum headroom is 616".
7. Minimum width is 30".
7. All handrails shall satisfy the
following:
,1. Provide handrail for stairways with 4
or more risers.
Handrail shall be 30" to 34" above the
nosing of treads.
The hand grip portion of handrail
shall be not less than 1 1/4" nor more
than 2" in cross-sectional dimension.
Section 3306 (j), (see attached).
-
Ø G) Every stairway landing shall have a
aThiension, measured in the direction of travel,
at least equal to the stairway width. Section
3306 (g).
,Ø. A door may open over a stairway landing
provided the door, in any position, does not
reduce the clear area of the landing in the
direction of stairway travel, to less than one-
half the required width of the stairway.
Section 3306 (g).
A door may open inward at the top step of
tstairway provided the top step is not more
than 7 1/2" lower than the floor level.
Section 3304 (h);
/4. Provide details of winding stairway.
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12
inches from the side of the stairway.
Maximum rise is 9 inches.
Minimum width is 30 inches. Section
3306 (d).
7). Provide spiral stairway details:
Minimum run is 7 1/2 inches at a point
from where the tread is the
narrowest.
Maximum rise is 9.1/2 inches.
/3. Provide I.C.B.0. Research Report and
Number for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department r note
that the stairway fabrication shall be done
under special inspection per the approved
fabrication plans. Section 306 (a) 4B and
Section 306 (f).
In buildings over 2stories in height,
provide 3/4 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).
5. Exterior stairways shall not project into
the 3 foot setback from the property lines.
Section 3306 (n).
16. The walls and soffits of the enclosed
fu sable space under interior stairs shall be
protected on the enclosed side as required for
one-hour fire-resistive construction. Section
3306 (m).
E. JOFThG
,,L7. Specify roof pitch.
4/. Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
c. Minimumheadroom is 6 feet 6 inches. 1242 Section 3306 (f).
qvah Specify roof material and application.
/1. Spiral stairways may not be used for 7k). Specify I.C.B.0. or U.L. approval number
'required exits when the area served is greater for roof materials not covered in U.B.C., e.g.,
than 400 sq. ft. Section 3306(f). tile, etc.
1y4. Spiral stairways must have a clear walking
/space of 26 inches between the column and
handrail. Section 3306 (f).
5/. Specify that wood shakes are pressure
&eated Class C (when required by Jurisdiction
Ordinance). Provide I.C.B.0. number.
t Specify that the roof system shall be fire
tardant complying with Section 3203 (e).
t
Specify roof slope for drainage or design
support accumulated water. Section 3207
(a). 1/4" per ft. mm . pitch per Section 2511
(d) 6.
6,4'. Show a minimum 2" air space and flashing
'between planter and building walls. Section
2517 (e).
C. GARAGE AND CARPORTS
c-1 Show roof drains and overflows. Section
QQ Provide skylight details to show
compliance with Sections 3401 and 5207 or
provide I.C.B.0. approval number (4' mm.
between plastic skylights).
~Show attic ventilation. Minimumvent area
is_1/150 of attic area or 1/300 of attic area
if at least 5096 of the required vent is at
least 3 feet above ceiling joists. Section
3205 (c).
F. MASONRY
17. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Section 3707.
51A. Show veneer support and connections comply
6ith Section 3002, 4, 5, 6, and Section 2515
(a) regarding ties and 1fr9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
Garage requires one-hour fire protection
on the garage side of walls and ceiling common
to the dwelling. Table 5-B, Section 503 (b).
All elements supporting floor above garage
/including walls supporting floor joists, to
have one-hour fire-resistive protection on the
garage side. Section 503. Beams and posts,
not within the wall or ceiling construction,
must comply with UBC, Table 43-A, or be minimum
6" wide by 10" depth beam and minimum 8" by 8"
post.
164. Show 1 3/8" solid core self-closing door
for openings between garage and dwelling.
Section 503 (d).
4. Garages are not permitted to open into a
room used for sleeping purposes. Section
1104.
Openings between carport and residence
'require self-closing doors and stationary
windows. Section 1214.
4. Show height and construction details of 1 69. Show garage framing section, size of
all masonry walls. Chapter 24. eader over 2ara2e ooenina. lateral cross
- bracing at plate line, method of bracing garage 6. Note that cleanout openings shall be ) front, and holddowns when required. chapter ,frovided at the bottom of all cells to be grout/ 23.
filled over 4' in a single pour. Cleanout
shall be sealed before grouting, after \ NOTE: Minimum plywood diaphragm ratio is 3 112
inspection. Section 2415. to 1. Table 25-I.
1i. Show floor and roof connections to masonr!f'?
2..
Doors may open into the garage only if the
walls. Connection shall resist 200 pounds pei")or or landing in the garage is not more than
lineal foot or the actual design load, Ct lower than the door threshold.
whichever is greater. Section 2310.
t
. Show how masonry house walls retaining
rth are to be waterproofed. Provide detail.
/L. Provide 18" raised platforms for any FAU,
water heater, or any other device in the garage
which may generate a flame or spark.
Floors
Supported* Stemwall Width Depth
1 6" 12" 12"
2 all 15" 18"
3 10" 18" 24"
*Foundations may support a roof in addition to
the floors, where only a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure
/treated, or equal. Section 2517 (c) 3.
H. FXJNDAfl0I( RJIRMITS
Note on plans that "A soils engineer shall
tvaluate any unanticipated uncompacted fill or
expansive soil or other soil problems disclosed
during construction". Section 306 (a) 12.
i Show height of all foundation walls.
er 23.
Show height of retained earth on all
/oundation walls. Chapter 23.
70r—fill
Show distance of foundation to edge of cut
Submit soils classification determination slopes and show steepness and heights
4-a licensed engineer or architect based on of cuts and fills. chapter 29.
observation, tests, borings, or excavations,
and containing comments on the degree of ti-
Note on plans that wood shall be 6" expansiveness, compressibility and bearing nimum above finish grade. Section 2516 (c)
value. The report shall include foundation 7.
recommendations. Section 2905.
1 83. Note on plans that surface water will Note 0n the plan the soils classificatioff rain away from building and show drainage whether or not the soil is expansive, and note pattern and key elevations. Section 2905 (f).
the allowable bearing value. Section 2905. ' Ii v1uJ
/
MA:
Dimension foundation per U.B.C. Table 36. The foundation plan does not comply with
khe soils report recommendation for this
project. Please review the report and modify
design, notes and details as required.
l Provide notes on the foundation plan
sting the soils report recommendations for
foundations slab and building pad preparation.
Note on the foundation plan that "Prior to
jithe Contractor requesting a Building Department
Foundation Inspection, the soils engineer shall
advise the building official in writing that:
the building pad was prepared in
accordance with the soils report;
the utility trenches have been
properly back.filled and compacted,
and;
the foundation excavations, formings
and reinforcements, comply with the
soils report and approved plan".
18. Provide spread footings for concentrated
'loads designed for 1,000 PSF soil bearing or
per bearing value as determined by an engineer
or architect. Chapter 29.
6. Show foundation bolt size and spacing.
/Section 2907 (e).
A.
Specify size, I.C.B.0. number and
acturer of power driven pins. Show edge
and end distance and spacing. Section 306
(f).
8/. Show size, inibedment and location of hold
down anchors on foundation plan. Section 2312
(f).
Note on plan that hold down anchors ini.ist 99. Show blocking at ends and at supports of
be tied in place prior to foundation floor joists, and for rafters at exterior
inspection. Section 2312 (fl. walls. Section 2517 (d) 3.
t. Show adequate footings under all bearing i0. Show solid blocking at ridge line and at
alls and shear walls. Section 2311 (e). exterior walls on trussed roofs. Section
91. Show stepped footings for slopes steeper
2506 (g)
1:10. Section 2907 (c). ?W/IDE. 6j Show double joists. Floor joists shall
tbt f be doubled under bearing partitions running
Z?Itom
Show minimum 18" clearance from grade to parallel with the joists. Section 2517 (d) 5.
of floor joists and minimum 12
clearance to bottom of girders. Section 2516 102. Show rafter ties. Rafter ties shall be
(c). spaced not more than 4 feet on center where
rafters and ceiling joists are not parrallel.
93• Show pier sue, spacing and depth into Section 2517 (h).
undisturbed soil. Table 29-A.
- 1,63. Show rafter purlin braces to be not less
Show minimum underfloor access of 18" X than 45 degrees to the horizontal. Section
4". Section 2516 (c). 2517 (h).
to-
Show minimum underfloor ventilation equal
1 sq. ft. for each 150 sq. ft. of under
floor area. Openings shall be as close to
corners as practicable and shall provide cross
ventilation on at least two approximately
opposite sides. Section 2516 (c).
6. Specify that posts embedded in concrete
shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
I. FRAMING
ttu_d
Show wall bracing. Every exterior wood
wall and main cross partition shall be
braced at each end at least every 25 feet of
length with lX4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
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 in line. Sec. 2506 (g).
4. Show 1/2" minimum clearance between top
plate of interior partitions and bottom chord
of trusses. (To ensure loading will be as
designed).
1/5. Show double top plate with minimum 48"
'ap splice. Section 2517 (g).
lAS. Show nailing will be in compliance with
Table 25-Q.
Show or note fire stops at the following
locla-tions per Section 2516 (f):
in concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10-
foot intervals along the length of the
wall.
at all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
...i concealed spaces between stair
stringers at the top and bottom of the run
and between studs along and in line with
the run of stairs if the walls under the
stairs are unfinished; and
Provide framing sections through________
in openings around vents, pipes, ducts, Section 302 (a) 7.
chimneys, fireplaces and similar openings Op 0 which afford a passage for fire at ceiling .-.j 117 Specify all header sizes for opening over
and floor levels, with noncombustible 1 4 wide. Section 2517 (g) 5.
materials.
I6It' 118 Provide calculations for L1PAL AWALY56 tJJc C'
Qowable
Show stud size and spacing. Maximum
stud heights; Bearing wall: 2X4 and 1i , , Ayyt. Ij 21,t2.'T 2X6 max. 101; Non-bearing: 2X4 max. 14', 2X6
max. 20'.. Table 25-R-3. '2.o 23J 'O AVE> 2^ 44W LJ1UDflo4
ifi. Note an A.I.T.C. Certificate of Section 320 (a) 7.
Compliance for glued laminated wood members
shall be given to the Building Inspector prior 1/9. Show on the plans all structural
to erection. Section 306 (f). requirements developed in the structural
calculations.
i/o. Detail all post to beam and post to
footing connections. Section 2516 (c). i/o. In areas subject to water splash and in
exterior locations, wood columns and posts
111 Detail shear transfer connection shall be supported by piers projecting at least
including roof and floor diaphragms to shear 2" above the finished grade and shall bear on a
walls. Section 2513. 5es ATCKD C!)nmEl%)TS metal base plate or treated wood unless the
columns or posts are foundation grade redwood
112 Specify nail size and spacing for all or cedar. Section 2516 (c) 4. 9s ear walls, floor and roof diaphragms.
Indicate required blocking. Maintain maximum i1. Show location of attic access with
diaphragm dimension ratios. (Tables 25 I, J, minimum size 22" X 30". Section 3205. K) and Section 4713 (d). *iIi
i2. Show draft separation for attic areas Show 3"X4" or 2"X6" studs in first story tcetween units in a duplex. Section 2516 (f). 4,. . of three story building. Table 25-R-3.
Provide truss details and truss
éalculations for this project.
1/5. Provide roof framing plan and floor
faming plan. Section 302 (a) 7.
t
3 Show draft separation for space between -
opped ceilings and floor above in excess of
1,000 sq. ft. Section 2516 (f).
- i4. Specify plywood grade and panel
Indentification index. Table 25-N.
1/5. When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
'tèITI a126 If foundation cripple wall studs are less
12- 14" framing shall be solid blocking.
Section 2517 (g) 4.SEE tyjTq1L I 5HEro
127 Cripple wall studs exceeding 4 feet in
ight shall be 3 inch by 4 inch or 2 inches by
6 inches when supporting 2 stories. Section
2517 (g) 4. SM t7tL3 - 7-
l#. Show plywood sheathing over exposed
eaves, or other weather exposed areas, is
exterior grade. Section 2516 (g) 3.
134. Show a weep screed at the foundation
ate line on all exterior stud walls to be
stuccoed. Section 4706 (e).
t0. Show corridor width to be minimum 36".
tion 3305(b).
ih. Specify truss layout for 30" X 30" attic
ccess.
12. Ridges, hips, and valleys shall be at
Ieast one size larger than supported rafters.
Section 2517 (h) 3.
1/3. Provide metal straps across ridge beam
and rafters.
All heating, ventilating, and cooling systems
119. Furnace shall not be installed under any
stairway. Section 704 UMC
1/0. 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.
1l2. Show access to the attic or underfloor
furnace to be minimum 30 inches by 30 inches.
Sec. 708 & 709 UMC.
13. Note that passageway to the attic furnace
shall be unobstructed and have continuous solid
flooring not less than 24 inches wide. Section
708 UMC.
1)(4. Show permanent electrical outlet and
lighting fixture controlled by a switch for the
attic furnace. Section 708 UMC.
i/s. Show details to comply with Section 709
Eor furnace under the floor, or Section 710 for
roof or outside furnace.
401 141 Show I.C.B.0. approval for prefab 1+ Pireplace.
and appliances snail comply with uie Uniform
Mechanical Code. t <146 Note on plan, gas vents and non-
combustible piping passing through three floors
Show the size, location and type of ?7 or less shall be effectively draft stopped at
AT+
heating and cooling appliances or systems. each floor or ceiling. UBC Section 1706 (a)
U 135 8 Show method of providing combustion air
6.
to furnace, per Chapter 6, UMC. X. ELICAL (NATIONAL aICAL CODE)
Y6. Every dwelling unit shall be provided , All wiring shall comply with the National
h heating facilities capable of maintaining Electrical Code.
a room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Showcb () Note on the plan the amperage of
basis for compliance. UBC Sec. 1211. (4? ro 400 Am fs
1-
17. Show minimum 30" deep unobstructed 11.8. Show location rall electrical
working space in front of furnace. /eceptacles.
It 138 Note on plans, clearances tobe per
manufacturers listing. Section 704 UMC.'
49. Electrical receptacle locations and/or Shower stall shall accommodate a 30"
spacing is not adequate in circle and have a minimum floor area of 900 sq.
in. UPC 909 (d).
N. *IISE INJLATION (DUPLEX)
i(i. Show details of duplex common (party)
walls and floor/ceiling assemblies to achieve a
Sound Transmission Class (SIC) rating in walls
of 50 decibles and on Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibles.
Title 25.
162 Show how penetrations of assemblies for
+Zr. p ping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating, ventilating or
5 Note "UFER" ground to be provided (NEC). exhaust ducts shall be sealed, lines, or 250-81. insulated to maintain required sound
transmission rating. Title 25.
L. PLUMBING (UNrFO1q PLUMBING CODE)
V
o. At least one receptacle shall be
stalled outdoors, in basements and attached
garages, other than laundry outlets. Art.
210-25 (b).
2Q151 minimum dwelling lighting (NEC Art.
26 (a) and GFI's in garage, baths
outdoors.. NEC Art. 210-8 (a).
All plumbing shall comply with the Uniform
Plumbing Code.
1/3. Show water heater size, type and location
on plans.
1/4. Show method of providing combustion air
to fuel burning water heater. Section 1307.
If vented door, vents must be at top and
bottom.
i/s. Fuel combustion water heater shall not be
installed in bath or bedroom'or in a closet
opening into bath or. bedroom. Section 1309.
() Provide adequate barrier to protect water
heater from vehicle damage. Section 1310.
Show T and P Valve on water heater and
show route of discharge line to exterior
Section 1007 (e).
V
Provide dryer vent to outside. UMC
ction 1903.
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved backf low
prevention devices. Section 1003.
13. Provide insulation in walls and ceiling
to achieve SIC of 50 between garage and living
area if garage use is not controlled by
resident Title 25.
164. KNOW (X)NSERVATIOH: PLEASE READ
New state mandated regulations (Calif. Admin.
Code) became effective June 16, 1983 and
require that the design satisfy one of the
alternative energy packages A, B, C, D, E, 1,
2, 3, 4, 5, 6 or AB 163. The law also requires
that many mandatory conservation items be
satisfied.
Show on the title sheet of the plans, the
alternative energy package that was selected
i.e., A, B, C, D, E, 1, 2, 3, 4, 5, 6 or AB 163
to show compliance, and provide calculations
and other data, appropriate to that selected
package.
1/5. The responsible designer should sign a
Itatement, on the plan title sheet, "The design
submitted substantially conforms to the Energy
Regulations for Residential Buildings."
-r':••• -
166 Show the "R" value for the walls, floors, CARLSBAD S.F.D. & DUPM SUPPLEMENT ing and related areas.
1/6. Note on the plans, all work shall comply
LJ.L () Provide a schedule on the plans showing with the 1982 UBC, 1979 UPC, 1984 NEC, 1976 'b'rmal mass requirement. Specify rooms, uic. materials, required area and thickness of
materials.
I~Ar
Lateral load design should be based on
5smic Zone 4. 1,18. Show double glazing as per Energy Design,
on Glazing Schedule. 1/8. Energy conservation design should be for
01 0169- Zone 7. See attached energy packages. Show total glazing areas on the planS.
All buildings, except H Occupancies : 110. Show on the plan how shading requirements rQire a fire retardant roof. Note on plan will be satisfied. IJMC1EL WI EC r that roof is to be fire retardant per Sec.
3203 (e). ifi. Show on the plans details of required
movable insulation. Show how the curtains or V I
device will be sealed and gasketed to provide
dead air air space.
() The plans are not in compliance with the
energy conservation compliance package selected
or design calculations provided. Show on plans
conformance as follows:
(1Jf?1f'l it (UiIC-, IAPJD
1J7t JALL wl APTifli
13. Floor drains must have auto-prime (city
policy).
173 Specify on the building plans all of theW0(' 184 Note exhaust fans cannot be ductless type mandatory energy conservation requirements as(M* ity policy). listed on the enclosure titled "Mandatory
Energy Conservation Requirements". 185 New residential units must be pre-plumbed
or future solar water heating. Show two roof 174. Show the size, type and location of the jacks where the water heater is in the one space heating (or cooling) system and provide story garage and directly below the most south energy calculations if the output BTU/Hr. facing roof (City Ordinance No. 8093). exceeds 45,000 BTU/Hr. output.
/ Two 3/4" copper pipes must be installed 1f5. Outdoor pools and spas with fossil fuel from the most convenient future solar panel heaters require pool covers as well as other location when the water heater is not in a one energy saving devices such as time clocks, etc. story garage and is not directly below the most T20-1406. south facing roof. (City Ordinance No. 8093).
180 Show location of electrical panels cannot
be in a concealed location. KJOT 9egivurmv AT
(tt6) 4-&)' £Ofliffltn Oftu.._ O-t,t z#rtt)
Y1. P. & T. drainlines must drain to a floor
k, floor drain or to the exterior, they
cannot discharge into an upright sink.
10- Townhouses (postage stamp lots) must have
walls and utilities in accordance with attached
City Policy 80-13.
I\JOF! 187 All piping for present or future solar
31timJ. w er heating must be insulated when in areas
that are not heated or cooled by mechanical
means (city policy).
1fi8. Incorporate the waterproofing details, on
the attached Policy 80-8, where interior living
space occurs below grade at the. masonry
wall(s).
09. Show on the Title Sheet of the plans, the
information required by the attached
Developmental Services Sheet
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, please contact q Ar)r,ca..
at Esgil Corporation. If you have any
questions regarding permit procedures, please
contact Carter Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-5525.
Thank you.
Enclosures:
I
_L !1,t USC', L1 IL . urn 6 t'ia4 ftiC
4_ c iz i c vrT3 r s4k1 -m Z€ECr nz iti.ia -i- cC.0 9v°2 - skma-
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LLrI1 (ALo SLIad 1Qti 1-VAw w/LDrn?2E1551(?
54ogs frrnc... L YrJE suotaM Om Ric) AMO pb FrfflAi& --s
- L-Thu2 rQ LU1D 10 U -)ALU AfloiJ S. LkV1 IJb
- tiC_ro tOE' Licr EJPL I - AE, SMtt P\ fP,i
4m S AiJo IPUTE9. aUL'f5iS '-rn e44j
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LP - ?LEfl3 LLPIgP-1
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Dates r24- Jurisdiction C,t16A7
Prepared by Bldg. Dept.
(:.h,y FFK)tL VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO._ 5c-&1
BUILDING ADDRESS - 244- SAA
APPLICANT/CONTACT -rJ 'tF-u.. PHONE NO. 44-1O7
BUILDING OCCUPANCY - - R.', /()A DESIGNER PHONE____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
LtduiJc, Ak-sA 55 1A 1h
9 INZ
1+0 th
Air ConditioninE
Commercial
.
Residential
Res. or Comm.
Fire _Sprinklers
Total Value 'F
Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1)
0 Handicapped Regulations (Fee x 1.065)
Building Permit Fee $- . - $
Plan Check Fee $ $
COMMENTS:
8/4/82
Korelich & Hall Architects
2979 State Street, Suite C
Carlsbad, CA 92008
December 13, 1985
Esgil Corporation
do City of Carlsbad
attn: Gary Angel
re: Plancheck Corrections
2444 Sacada Circle, Carlsbad, CA
Plan Check No. 85-689-I
Dear Gary,
This is to clarify our corrections on the above referenced plans.
Per your instructions, the correction locations are noted on the
plan check comments, but there a few items that I would like to
explain here.
In regard to the structural analysis of the building; as you will
recall from our conversation this week, the building has been
designed to meet the conventional light framing requirements of
the UBC. Per our conversation, the only areas of concern were
the lateral support of the building and analysis of the large
beams. The beam calculations are enclosed. There was one change
in the garage ridge beam due to using a more conservative
tributary area. As we discussed, the lateral design of the
building is per the standard light framing requirements of the
IJBC. Your areas of concern were two undersized panels in the
garage fronts, the lateral adequacy of the west wall of the
living room area, and the transfer of the lateral loads through
the stem walls to the foundations. The undersized panels at the
garage have been increased per your notation. A stem wall
foundation has been added under the west living room wall to
create a continuous wall that adds up to greater that 40% of the
total wall length. The stem walls will be shear paneled from the
floor line to the mudsill.
I hope that this will clear up any questions you might have about
the plans. If you do have any more questions, please call me at
434 7079, Thank you for your prompt attention to our project.
Sincerely,
hen W Hal l
1
- CARLSBAD_____________________
TWO CAR GARAGE'
COfIMENTS:
FENCES/WALL
BUILDING HE
% COVERAGE
PLAN CHECK NUMBER -q~-~OV ADDRESS DATEL .
PLANNING: TYPE OF STRUCTURE
-
ZONE:
ENCINITAS_/
SCHOOL FEES: SAN DIEGUITO
____________________
SAN MARCOS_____________________
REQUIRED SETBACKS______________
FRON
SIDE
REAR
0 REDEVELOPMENT AFROVAL REQUIRED:
I-LU
fi
:o• C LU LANDSCAPE PLAN COMMENTS:
ENVIRCZNTAL REQUIRED:
ADDITIONAL COMMENTS:
OK TO ISSUE: DATE: \' OK TO FINAL:_________ DATE:____________
ENGINEERING LEGAL DESCRIPTION VERIFIEa? vo~ A.P.N. CHECKED? / \ M 1 7/&'P. F. FJt- 4-4evjAzd P. AAIAAI -
PARK IN LIEU lys 1716
R.O.W:/2/4 IMPROVEMENTS: %t57-
________________________ E.D.U: 13eez P/20-n -d
SEWER: Ego4' 4('t/eW iy)
LATERAL: 4 i-z..z DRIVEWAY: 10-7
GRADING PERMIT: (A,4d,,'i f'ro
DRAINAGE: /ç/
EASEMENTS: ADDITIONAL COMMENTS: jS 7/6
/i'j A.'. ,tzi7t 416- p,A
Lu LI 4 J. Ø :72>
OK TO ISSUE: DATE:_________________________ 149 Aldo
* ENGINEERING INSPECTI N REQUIRED:_________________________
_
_
_
_
_
_
_
_
_
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_
_
_
_
_
_
_
PUBLIC WORKS INSPECTOR:_________________________________
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_
_
_
_
_
_
_
_
_
_
_
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_
_
_
_
_
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FINAL OK: DATE:
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
BENTON ENGINEERING, INC.
APPLIED SOIL MECHANICS - FOUNDATIONS
9940 MUFFIN ROAD
SAN DIEGO. CALIFORNIA 92123
October 22, 1985
PHILIP HENKING BENTON
PRESIDENT • CIVIL ENGINEER TELEPHONE (619) 565-1955
Korelich & Hall, Architects
2979 State Street
Suite, C
Carlsbad, California 92008
Subject: Project No. 85-10-21F
Inspection of Lot 167
La Costa South Unit 1
Sacada Circle
Carlsbad, California
Gentlemen:
Pursuant to your request, we have inspected the surface soil conditions on Lot 167
of La Costa South Unit 1 in Carlsbad, California.
The site was inspected on October 21, 1985 and except for some piles of loose fill
and debris existing on the rear portion of the lot, the area was essentially the
same as existed at.the completion of the site grading in 1969. It is possible that
umarginally expansive0 soils may exist in the upper three feet below existing grade.
It is understood that a two-story wood-frame duplex with raised wood joist floors
is planned for the site. The front portion of the proposed building area was cut
to the existing surface during the initial site grading and the steeper sloping.reár
portion of the proposed building area is the original natural ground.
Due to the unknown presence of expansive soils and depths to suitable bearing soils,
it is recommended that all footings should be founded at least 1.5 feet below the
existing undisturbed firm natural ground surface. Footings on the steeper sloping
rear portion of the lot should be deepened so that the bottom edge is at least
7.0 feet horizontally inside the face of the firm natural ground slope. Use continuous
interconnected concrete footings, where possible, and reinforce these with at least
one #4 bar at 3 inches above the bottom of the footing and one #4 bar placed 11,- inches
below the top of the stem of the footing. The allowable bearing value for footings
founded as recommended in the firm natural soils has been determined to be 2000 pounds
per square foot.
Separate garage slabs from perimeter footings by a ½ inch thickness of construction
felt or equivalent, to allow independent movement of garage slabs relative to perimeter
footings. Assure complete separation by extending the felt over the full depth of
the front thickened edge of the garage slab. Also, cut off the garage door stops at
least ½ inch above the slab.
41
Korelich & Hall, Architects -2- October 22, 1985
Project No. 85-10-21F
It is recommended that positive drainage, 6 inches of vertical fall in 6 feet
horizontally, should be provided around the perimeter of.the building in landscaped
areas. Drainage systems should also be provided to collect all runoff from roofs
and conduct the water in watertight pipes either into the streets or storm drains.
All surface drainage should be prevented from ponding adjacent to or running over the
tops of slopes. Inlet boxes and watertight pipes should be installed when necessary
to comply with the above requirements.
Respectfully submitted,
BENTON ENGINEERING, INC.
By, ?
R. C. Remer
Reviewed by
Philip
RCE No. 10332
Distribution: (3) Addressee
RCR/PHB/jer
8ENTON ENGINEERING. INC.
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
1200 ELM AVENUE
CARLSBAD. CALIFORNIA 92008.1989
(619)438-5525
DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS
- CHAPTER 21.55 CARLSBAD MUNICIPAL CODE
RETURN TO: BUILDING DEPARTMENT
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
FROM: School District -SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
Name of District 7536491
Plan Check No. y.i/9
J
Effective Date
Date Plan Check Fee I
Property Owner's Name
Project Address ,2444- 97R ,t'' J/e
Project Site Legal Description /7' 1b7 Li (Sj *h 1J1;.fZ/ frhp
Project Site Assessor's Parcel No.
Project Description - Incl. no. of dwelling units O/,(
Department
Official
Signature Title Date
4117
l/;!75 t.,1Tl;1
SCHOOL DISTRICT CERTIFICATION
I certify that theruirements of Chapter 21.55 of the Carlsbad t4riicLpal
r school facilities ded,.cat.on of laid aid fees have been satisfied ibr the
described project.
Authorized Sl 1-9-86 District Official / -
0 naor
signature 1.Ue
Note to Applicant: A review of one set
Pl&S may be rurJired by the school district.
•
FOUNDATION PIERS
~\A: REQUIRED AREA OF FOOTING (SF)
W: BEARING CAPACITY OF SOIL (FSF) PER BENTON REPORT: 2000 PSF
P: TOTAL LOAD ON FOOTING (LB)
PIER FOOTING AT COMMON WALL
P = 11220 LB FROM BEAMS 19
A = P/W = 5..61 SO FT
MIN SIZE = 2.36 FT SO
USE 25 FT SO FOOTING FOR CONVENIENCE
PIER FOOTING AT STAIRS
P = 508 LB FROM BEAMS 20 & 29
A=P/W= 2052960.FT
MIN SIZE= 1.5FTSQ
USE 2.5 FT SC! FOOTING FOR CONVENIENCE
FOX/HALL DUPLEX
Olivenhain Municipal Water District
A Public Agency
1966 OLIVENHAIN ROAD • ENCINITAS, CA 92024 • (619) 753-6466
NAME AND ADDRESS FOR BILLING:
Name:_____
Address: 1035 Li
City: ¼5W 1VAI'/75 (4 19 2e 6e,
Phone: _7,P,7-353
DATE 1WORKORDER#
ACCOUNT NO.
TYPE OF SERVICE NO. OFUNITS /
. MONTHLY MINIMUM SIZE METER 2 - -51-
METER LOCATION:
S,Ie
4724 CJJcCI i
Z27 1,'7
APPLICATION TAKEN BY: i /44V
r:4
PRICES QUOTED ARE SUBJECT TO CHANGE WITHOUT NOTICE
COST OF METER AND INSTALLATION... .-7...''. b5..................
CONNECTION FEE (less credit $_____________ ) ..... . ... ....
PIPELINE EXTENSION CONNECTION FEE ( Ext. # ) ...............
DEPOSIT
JUMPERS
ACCOUNT
NO.
22720
49910
22750
22850
13710
PAID
JAN- 91986 TOTAL PAID: $
Sec. 7057, Title 17, (Public Health) Cal. Adm. Code
System Pressure: (a) Normal operating pressure at the service connection shall not be less than 25 pounds per square inch
gauge (p.s.i.g.) nor more than 125 p.s.i.g., except that during periods of hourly maximum demand at the time of peak seasonal
loads the pressure may be not less than 20 p.s.i.g. and that during periods of hourly minimum demand the pressure may be not
more than 150 p.s.i.g.. Variations in pressures under normal operation shall not exceed 50 percent of the average operating
pressure. The average operating pressure shall be determined by computing the arithmetical average of at least 24 consecutive
hourly pressure readings.
Ina water system supplying customers at widely varying elevations, the utility may furnish a service which does not
comply with the foregoing pressure specifications, if the customer is fully advised of the conditions under which
average service may be expected, and the customer's agreement is secured in writing.
New water systems, or new pressure zones in existing water systems supplying customers at substantially constant
elevation shall be designed to maintain an operating pressure at the service connection of not less than 35 p.s.i.g. nor greater
than 100 p.s.i.g..
The undersigned applicant acknowledges that he has read, had explained, and understands Sec. 7057 of Title 17, (Public
Health), Cal. Adm. Code and agrees to accept water service at not less than -_2 '57 p.s.i.g. and not more than / ZT p.s.i.g..
"I HEREBY AGREE TO ABIDE BY THE RULES AND REGULATIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND I
AM IN RECEIPT OF A COPY OF THESE RULES AND REGULATIONS." INSTALLATION OF METERS ARE SCHEDULED
ACCORDING TO THE DISTRICT'S CURRENT WORKLOAD. TEMPORARY CON-STRUCTION METERS FOR CONSTRUCTION
USE ONLY. ,, f/i '
~p SIGNATURE _-
FOR DISTRICT USE ONLY
METER # STARTING DATE METER SIZE
METER TYPE DIALS_. UNITS _RATE CLASS READG.
R/C M/C T.M. BOOK COMP._________
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
The application must be signed by the owner (or his representative) of the property
to be served. The total charges must be paid to the District at the time the application is
submitted.
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS.
FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION
OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA-
TIVE FEE WILL BE REFUNDED.
A six-month construction period shall be provided and sewer service charges for the bal-
ance of the fiscal year shall be collected at the time of application for sewer permits.
Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the
same manner as property taxes. If the six-month construction period extends into the sub-
sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected
on the tax roll in the same manner as property taxes. The full sewer service charges for all
subsequent years shall be collected on the tax roll in the same manner as property taxes.
There will be no additional fee or refund if service actually commences on a different date.
The prorated sewer service charge shall not be required in those applications for sewer
permits for subdivisions. Such applicants shall be required to notify the District, on
forms provided by the District, of escrow closings on individual properties within the
subdivision. Sewer service charges shall commence upon close of escrow and will be the
responsibility of the buyer.
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends from the main
collection line in the street (or easement) to the point in the street (at or near the
applicant's property line) where the service lateral is connected to the applicant's building
sewer. The applicant is responsible for the construction, at the applicant's expense, of
the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street
(or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made
by the applicant at his expense. The connection must be made in conformity with the District's
specifications, rules and regulations; and
IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM
MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE
MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION
MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND
INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
The Inspection Deposit will be refunded upon the completion of satisfactory inspection of
the connection to the District's sewer system. The inspection deposit shall not apply in those
cases in which the applicant has paid plan check and inspection fees for a subdivision.
OWNER'S NAME: Fox/Hall Partnership L CONNECTION-FEE: $3000.00
MAILING ADDRESS: 2979_State _Street_- Suite C LATERAL SIZE: ; EASEMENT:
Carlsbad 9UUö EXTRA FOOTAGET @$ /Foot
PHONE NUMBER: 434-1019 EXTRA DEPTH: @f /Foot
HIM SERVICE ADDRESS: 2444_Sacada_circle-i,arlsbad. LATERAL FEE - xuxøøx__
LOT NUMBER: 167 INSPECTION DEPOSIT 50.00
TRACT DESCRIPTION:LCS 01 PRORATED SEWER SERVICE FEE
ASSESSOR'S PARCEL NO:Zlb-190-bl TOTAL $ 3,050.00
TYPE OF BUILDING duplex NO. OF UNITS 2 PAID BY: CASH CHECK NO. 130
RECEIVED BY: BSävill -
The undersigned hereby agrees that the above information given is correct and agrees to
the conditons as stated
1/9/86 17700
Owner's Signature Date Account No.