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HomeMy WebLinkAbout160 TAMARACK AVE; ; CB881086; Permit£
2 r- tO I hereby affirm that I am licensed under
O provisions of Chapter 9 (commencing with -
Section 7000) of Division 3 of the Business
and Professions Code, and my license is in
L- full force and effect.
0 - - - , I hereby affirm that I am exempt from the Con trac-
tots License Law or the following reason (Sec. 7031.5
Business and Professions Code: Any city or county whict', re
quires a permit to construct, atter. improve, demolish, or
repair any structure, prior to its issuance also requires he ap-
plicant for such permit to tile a signed statement that he is
licensed pursuant to the provisions of the contractors
License Law (Chapter 9 commencing with Section 7000 of
Division 3 of the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption. Any
viotatioo of Section 7031.5 by an applicant or a permit sub'.
,ac: the applicant to a civil penalty of not more than tine hun-
dred dollars ($500).
- I I I. as owner of the property, or my employees with wages cc as their sole compensation, will do the work, and the struc-11.1 tore is not intended or uttered lot sale (Sec. 7044. Business
_J and Professions Code: The Contractor's License Law does 5 not apply to an owner 01 property who builds or improves
thereon and who does such work himsett or through his own
employees, provided that such improvements are not intend-
of or altered for sale, It, however, the building or improve- Z meol is sold within one year of completion, the owner-builder
will have the burden 01 planing that he did not build or im-
prove for the purpose of salel.
I I, as owner Of the property, am exclusively contracting
with licensed contractors to construct the project (Sec. 7044,
Business and Professions Code: The Contractor's License
Law does not apply to an owner 01 property who builds or - /. proves thereon. and who contracts for each projects with
im
a
contractor(s) license pursuant to the Contractor's License Law),
I'] Asa homeowner I am improving my home, and the 10110w'
-- ing conditions exist: -
The work is being performed prior 10 sate.
t have lived in my home for twelve months
prior to completion 01 this work.
I have not claimed this exemption during the
- last three years.
0 lam exempt under Sec. ___________________ , B & P.C.
or Ibis reason
0 I hereby atrium that I have a certiticate or consent to
sett.insure. or a certificate of Workers' Compensation to. =f-insure.
or a certitied copy thereof (Sec. 3800. Labor Code)
POLICY NO. -
COMPANY
0 Copy is tiled with the city
0 Certified copy is hereby tarnished
- CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed it the permit
is or one hundred dollars (StOO) or less)
O I certify that in the performance of the work for which
this permit is issued. I Shall not employ any person in any
manner so as to become subject to the Workers' Compen.
sation Laws 01 California.
NOTICE TO APPLICANT: It. utter waking 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 Shall
he deemed revoked.
0 I hereby affirm that there is a construction lending
agency Icr the pertorrnance Or the work tOr which this per. UJ
o( mills issued (Sec. 3097. Civil Code) - zI
WI Lender's Name ____________________________________
'-a' L Lender's Address_______________________________
Z
0
I.- 4 CO
Z Ui
Ix
0
a-
0
IIc Phi I Pfli(IT PFIII V 2. Puce WAPfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161
JOB ADDRESS AV. sr. HD. THOMAS BROS NO.
:
TB 5)APPLIC Tb
lol
BUSINESS LICENSE # VALUATION
/?'
rd
ZONE
PERMIT NUMBER
LO BLOCK SUBDIVISION ASSE OR PAR&EL NO CONTRACTOR
£7t'1XJ.
CONTRACTORS PHONE N
OWNER'S NAME
/ 00 Ee
OWNER'S PHONE
6 9 7:J_••_ CONTRACTOR'S ADDRESS
OWNER'S MAILING ADDRESS
STATE LICENSE NO. BUILDING SO. FOOTAGE
f3JXc) rp DESIGNER DESIGNER'S PHONE 2581 10/19/88 0001 01 02
,
BldPmt '10189.(
Not Valid Unless Machine Certified
-
OESCR O2dOR C-A3 4l24 s.P )ó" DESIGNER'S ADDRESS STATE LICENSE NO.
F/P PLR ELEV.I
YO NO
I NO
STOR
OC:
u.
EDU
/
-
--
CENSUS TRACT PARKING SPACE RES UNITS
/
GRADING PERMIT ISSUE RED
p o N
-
E V E LOPM EN T
AREA
N@'j'
TYPE 0CC LOAD FIRE SPR
vD N
OTY. PLUMBING PERMIT - ISSUE 7 'f OTY. MECHANICAL PERMIT - ISSUE 451SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP . / INSTALL TURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT 001-810-00-00-8220
EACH BUILDING. SEWER '
-
OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221
EACH WATER HEATER AND/OR VENT ,
-
BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 ,
_4 EACH GAS SYSTEM 1104 OUTLETS . BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001'810'00'00'8222
EACH GAS SYSTEM 5 OR MORE , METAL FIREPLACE , ELECTRICAL 001'810-00'00-8223 5
- EACH INSTAL., ALTER, REPAIR WATER PIPE .
VENT FAN SINGLE DUCT ' MECHANICAL 001-810-00-00-8224
EACH VACUUM BREAKER - / MECH EXHAUST HOOD/DUCTS ' MOB(LEHOME 001-810'00-00-8225
WATER SOFTNER ' RELOCATION OF EA FURNACE/HEATER , SOLAR 001-810-00-00-8226
EACH ROOF DRAIN(INSIDE)
-
DRYER VENT . . STRONG MOTION 880'519-92-33 / Cz
- — TOTAL MECHANICAL I
/ I .
FIRE SPRINKLERS 001-810-00-00-8227
'TOI AL'PIUMBING .' PUBLIC FACILITIES FEE 320-810-00-00-8740
-
OTY.
.
ELECTRICAL PERMIT- ISSUE _ OTY. MOBILE HOME SETUP
BRIDGE FEE 360-810-00-00-8740
PARK-IN-LIEU (AREA )
_L..... NEW CONST EA AMP'SWT BKR ,.' -r3 CAR PORT - TIF '312-810-00-00-8835 f ? C
I PH 3 PH . AWNING . LA COSTA TIE 311-810-00-00-8835
EXIST BLDG EA AMP/SWTBKR GARAGE . FMF
1 PH 3 PH ' - , LICENSE TAX 001-810-00-00-8162 U
REMOOEL'ALTER PER CIRCUIT ' , MFF 880-519-92-57 15 9'7 C11
-
TEMP POLE - 200 AMPS
OVER 200 AMPS
TEMP OCCUPANCY 130 DAYS)
CREDIT DEPOSIT I ç
TOTAL ELECTRICAL
'.'-- I TOTAL , TOTAL FEES PAYABLE
I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY I Expiration Every pormil Issued by the Building Official under the provisions olthbs
Code shall expire by limitation and become null and void It the building Or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date 01 such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit. or it the building or work authorized by such permit is suspended or
ISSUED' TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after the work is commenced for a period 01180 days
STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE OWNER 0 CONTRACTOR 0 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE ,> BY PHONE 0 GRANTING OF THIS PERMIT
* AN OSHA PE:T IS REQUIRED FOR EXCAVATIONS OVER
5'0" DEEP AND OEUOf_ITK0N OR CONSTRUCTION OF
STRUCTURES OVER 3 STORIES IN HEIGHT
APPROVED BY DATE
e~ I /*
1.' c- c
0 IV 0, In
C
TYPE
BUILDING
FOUNDATION
gDATEINSPECTOR
REINFORCED STEEL pc(\
MASONRY
GUN ITE OR GROUT
SUB FRAME Li FLOOR Li CEILING
SHEATHING JOROOF Li SHEAR jyk) fit
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH DRYWALL -&
PLUMBING
Li SEWER AND BL/CO Li PL/CO
_______ *
UNDERGROUND Li WASTE Li WATER iptf.-V(
TOP OUT Li WASTE 0 WATER k.10 6e)
TUB AND SHOWER PAN
GAS TEST '6'1
Li WATER HEATER Li SOLAR WATER
ELECTRICAL
Li. ELECTRIC UNDERGROUND JJFFER /'jzs t evfl.
ROUGH ELECTRIC (s,(
—
1i ELECTRIC SERVICE Li TEMPORARY
Li BONDING Li POOL
MECHANICAL
Li DUCT & PLEM., Li REF. PIPING
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED
FINAL
PLUMBING
ELECTRICAL
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS \ \-
CAQ 1c )OJ'
FIELD INSPECTION RECORD
REQUIRED SPECIAL
-
INSPECTIONS INSPECTORS NOTES
INSPECTION REQ. IF
CHECKED
INSPECTORS
APPROVAL DATE
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
O\ThC3 OOC T
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant Please Print And Fill In Shaded Area Only
JOB /49 0 4/)l4,4J(
.ADDRESS -. -- - . - NU I ASSESSOR'S
PLAN ID
PARCEL NO. 2 /0
IOWNER o
I OWNER'S
MAILING S 3eo D t4)A-y #--
ADDRESS
CITY 4'1 D~E(rO ZIP TEL.g -_
VA DATIdN AREA
33 t1 598.00 CONTRACTOR (yJN6r 1~0 tLDe1L ___________ ESTMATED VALUA ____________________ cO CONTRACTOR'S
MAILING
ADDRESS TTI4-E PLAN CHECK FEE 001-810-00-00-8821
4k"
- IF THE APPLICANT TAKES NO ACTION
WITHIN 180 DAYS, PLAN CHECK FEES
CITY ZIP TEL. WILL BE FORFEITED.
STATE BUSINESS
LICENSE NO. LICENSE NO.
SUBDIVISION LOT(S) -
LEGAL DESCRIPTION 1107 c -
CHECK IF SUBMITTED:
7AC-T CITy Øf 2ENERGYCALCS
2 1987 ENERGY CALCS Ccic,W7y Of S/i/V t/6) ST,47 o C#-. RAP ,vO, ,,--FOR NON RESIDENTIAL BLDGS
DESCRIPTION OF WORK 17547 / - EtL./",3.STRUCTURAL CALCS
~ 1 4Y'2 SOILS REPORTS
2 SELF ADDRESSED ENVELOPES 2_CTOIC
I DATE GIVEN! DATE SENT TO APPLICANT
CONTACT PERSON -e y '2 LA COSTA LETTER
ADDRESS 83f30 C,4A&('O6l/ 'iy SCHOOL FEE FORM
CITY S'4A) ZIP 9,?/iec TEL.V —j'07)-- P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
APPLICANT'S SIGNATURE DATE 71
White - File Yellow - Applicant Pink - Finance Gold . Assessor
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB881086 FOR 12/05/89 INSPECTOR AREA PD
DESCRIPTION: 2820 SF + 480 GARAGE PLANCK# CB881086
0CC GRP
TYPE: SFD CONSTR. TYPE NEW
JOB ADDRESS: 160 TAMARACK AV STR: FL: STE:
APPLICANT: YAZDI, ROGER PHONE: 5669072
CONTRACTOR: PHONE:
OWNER: PHONE:
REMARKS: Ti/NH/ROGER INSPECTOR
SPECIAL INSTRUCTIONS:
TOTAL TIME:
--RELATED PERMITS-- PERNIT# TYPE STATUS
CB881613 RETAIN ISSUED
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
102789 Final Combo CO PD
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 88-1086 DATE: I0-27-9
PROJECT NAME:
ADDRESS: 160 TAMARACK
411*0
1P
PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: / 4
_______________
icr10
TYPE OF UNIT: SPD NUMBER OF UNITS: I £17 ti 9
CONTACT PERSON: ROGER 1011 \6. VIE
CONTACT TELEPHONE: 566-9072 NL Lzlo-
IITIL, ENGS WATER. RL1')(2
INSPECTED DATE
BY: ________________________ INSPECTED: ii. i. P37 APPROVED V DISAPPROVED
C. PL
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: ________________________ INSPECTED: APPROVED ______ DISAPPROVED
COMMENTS:
WATER /J.5.q
SEWER -
STREETS -
ST • L T G -
. v
irr-
Sp 2K lo. 5c2. &
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CUtiIitIe INK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 88-1086 DATE: 1O-77—RQ
PROJECT NAME:
ADDRESS: 160 TAMARACK
PROJECT NO.: _________________ UNIT NUMBER:
TYPE OF UNIT: SFD NUMBER OF UNITS:
CONTACT PERSON:
CONTACT TELEPHONE: 5M—f)72
N.
PHASE NO.:
TITTT v RN( T4TPP RTfl(
BY: _______________________ INSPECTED: Nov. 0 1 1989 APPROVED ______ DISAPPROVED
INSPECTED DATE
INSPECTED DATE
BY: ______ INSPECTED: APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: _________________________ INSPECTED: APPROVED ______ DISAPPROVED
Carlsbad ©g Water District
COMMENTS: Engineering Department
(619) 438-3367
Rev. 1186 WHITE: Suspense Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
CASHIER'S VALIDATION
SEWER PERMIT APPLICATION
Development Processing
Services Division
2075 Las Palmas Drive
Carlsbad, CA 92009-4859
(619) 438-1161
2581 1O/i9iC3 0001 1
APPLICANT TO FILL
BUILDING ADDRESS: /'
IN SHADED AREA
/A I i ./
SEWER PERMIT NUMBER: SE
BUILDING PLAN CHECK NUMBER: PC 8 /08
BUILDING TYPE:
NUMBER OF EDU'S:
CALCULATIONS: OWNER: 'O ''
'MAILING ADDRESS: 23t0
CONTRACTOR:
MAILING ADDRESS:
LEGAL DESCRIPTION: La" ( J/l r C,
e /1,4 /Y( I 7(4C r (/r/ o t rX11'(
CONNECTION FEE
COST PER UNIT •• ) x 1 UNITS
(' (',< ffr' 9 'r er S T47rC
r
,- LATERAL CHARGE: l
45
TOTAL CHARGES: /
PREPARED BY:
(PRINTED NAME)
ASSESSORS PARCEL NUMBER:? - 2S QS.
-
COMMENTS:
WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14458
DATE: q / Z 3 / 05 flAPPLICANT
-UTSDTT ION
JURISDICTION: OF tAR/.-S/\D N-C1ECKER
DFILE COPY
PLAN CHECK NO: (O3 SET: 1L oups
ODESIGNER
PROJECT ADDRESS: /o -TA N'1,4jAC/<
PROJECT NAME: YAZDI_RESLtJCE
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 oi-f-ciche 'hee-L 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.
U The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
J The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
P'r Vd 3&0 CA7 ER/ (i9R(\J
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 #
REMARKS:
By: D/VJD YAO Enclosures:
ESGIL CORPORATION f//6
AL) J-,Eis o- r10fl.s ioc/- h° <,aflPcl .v /-i. RAoDFpbI
Fv;Je ç- .frrpr ou O/o)#'.O rPo.
—
-*/
() Rev U too-P -&$c, *o z)(,D )-,list +0 R—o -,/;-,a
he3 ery Co/c)
)IJ, fill --A /a p/I11 r10 14 K 14)/ ii' /o1Ji4i '
S
C- -
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 560- 1468
DATE: /2,5 / S,3 ANT
fJU R tIS C _ OR
JURISDICTION: CITY OF CARLSBAD OPLAN CHECKER
0 FILE COPY
PLAN CHECK NO: B!o LB SET: 1 ED UPS
0 DESIGNER
PROJECT ADDRESS: /O TfMARACV.
PROJECT NAME: YAZ DI RE.SI2tSJ.
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
D 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
0 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.
D 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:
Nq Pr \1oOi, 36o CJpglCo t,O y -? :5D 921Z
Esgil staff did not advise the applicant contact person that
I 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: T)A\/(t' YAo ENCL:______________
ESGIL CORPORATION 8///8
:u:•. p .,iI1I7èL
JURISDIm: CITY OF CAm.SRAD
: Ro Yai
XSURES:
PMXH= ADS: 16o TAM ' FA C I/-
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 IJBC (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 uo the recheck process. note on this list
(or a copy) where each correction item has been
addressed i.e., plan sheet, specification. etc. Be
sure to enclose the marked up list when_you_submit
the revised plans.
PLAN CORREMON SMM
CM OF CARLSBAD
STh1 FAMIlY AND DUPLEX
Date plans received by jurisdiction:
f(7 /BP)
Date plans received by Esgil Corporation:
611 /
Date initial plan check completed:
/26/By: DAVID YAD
Applicant contact person:
Telephone:
NcflZ: PAGE NUMEMS ARE Mr IN SZQUENZ AS PAGES HAVIM NO ITEMS NThG CMMEMMS MM Off
List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC)
PLANS iØ' Show on the title sheet all structures, pools,
/ walls, etc. included under this application.
i.) Please 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."
Esgil Corporation, 9320 Chesapeake Drive, ])(. Clearly show if the lower level is a basement
Suite #208, San Diego, California 92123, / or a story, based on the definitions in
(619) 560-1468. Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
j. Please make all corrections on the original the distance to the floor above, for story
tracings and submit two new sets of prints, determination.
and any original plan sets that may have been
returned to you by the jurisdiction, to: FTJE POTION
The jurisdiction's building department. Walls closer than 3 feet to property lines
/ shall be one-hour rated construction, have no
3. Indicate on the Title Sheet of the plans, the openings, and shall have 30 inch parapets when
name of the legal owner and name of person -the building floor area exceeds 1,000 square
responsible for the preparation of the plans. feet on any floor.
Section 302(a)7. (Table 5-A, Section 1709 (a)).
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. Eaves over required
windows shall be not less than 30 inches from
Plans, specifications and calculations shall be the side and rear property lines. Section
signed by the California state licensed 1710 and Section 504 (a) and (b).
engineer or architect responsible for their
preparation, for plans deviating from lii. Plastic skylights shall not be installed
conventional wood frame construction. Specify / within 8' of an exterior wall located where
expiration date of license. (Cal ifçrma openings in such exterior wall are prohibited
Business and Professions Code). S11Ach(rol Sheets or required to be protected.
Specify on the Title Sheet of the plans the /
Section 5207 (a) 7.
gross floor area of each element of this 5. Projections, including eaves, shall be one-
project including dwelling, garage, carport, / hour fire-resistive construction, heavy timber
patio, deck and balcony. Section 302(c). or of noncombustible material if they project
into the 3' setback area from the property
Provide a statement on the Title Sheet of the line. Section 1710.
plans that this project shall comply with Title
24 and 1985 UBC, UMC and UPC and 1987 NEC. 16. Show location of permanently wired smoke
detector, centrally located in corridor or
. Submit fully dimensioned plot plan drawn to area giving access to sleeping rooms or above
scale showing location, size, and use of all stair if sleeping rooms are on upper level.
existing and proposed structures on the lot. Section 1210.
Identify property lines and show lot dimensions /
and all easements. Show location of all cut or 7. A smoke detector shall be installed in the
fill slopes. Show finish floor elevations and I basement of dwelling units having a stairway
show elevations of adjacent finish grade. which opens from the basement into the
Show drainage patterns with minimum slopes, dwelling. Such detector shall be connected to
Section 302(c). a sounding device or other detector to provide
. Indicate distance from property lines to
an alarm which will be audible in the sleeping
area. Section 1210.
proposed building. Section 302(c). 1 l. When the valuation of a room addition exceeds
I $1,000, or when sleeping rooms are created,
smoke detectors shall be provided at existing
bedrooms per item 16 above.
Accord;, -(-a ?e 1;&ige /'roii+_-i-h' ,..c £zJ /o1.)o, /civ
Ia R /0114— aIc c/&ily kMlc(, -do r r"' o
4 pj'rr . /;n oo /o and
12/16/87 2
ROOMSIZFS LIGHT. VFYrU.ATION AND GLAZING
Habitable rooms, other than kitchens, shall
I 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).
2d 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
Openable window area in habitable rooms must be
I 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)).
4. At least 1/2 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. Section 1205 (a).
Required windows shall not open into a roofed /3.
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).
24. Provide mechanical ventilation capable of
providing five air changes per hour in 3.
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (a). bcxthm(
No habitable room, other than a kitchen, shall
be less than 7'O" in any dimension. Section
1207 (c).
Show that ceiling height for habitable rooms is
a minimum of 71 6". Section 1207 (a).
2,1< Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum
of 710". Section 1207 (a).
2I. Dimension on the plans the 30" clear width for
/ water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
() Specify safety glazing for glazing in hazardous
locations such as glass dpr€, glazing adjacent
to such doors and glazing adjacent to walking
surfaces. Section 5406. frc'hc h c4C0 -
30 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
surface, unless the glazing is lead d o
faceted glass. Section 5406 (d) 6.S it;en4r
Glazing in shower and tub enclosures shall be
/ tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
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.
Amezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent
of the total floor area in the room below.
The mezzanine floor must have a clear height
of 1 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.
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
ULS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have not
less than 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).
16. Required exit doorways shall be not less than
I 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
porches, balconies, and open sides of stair
landings. Openings between railing shall be
less than 611. Section 1711. C 0L4t5?Ie livr )orY)
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.
12/16/87 3
Provide stairway and landing details. Section 31 3306 (b) & (c).
j. Maximum rise is 7" and minimum run is 11".
/ When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9" minimum.
Minimum headroom is 61 6".
Minimum width is 36"
£4. All handrails per Section 3306 (j), shall
I satisfy the following:
Provide handrail for stairways with 4 or
more risers.
i. Handrail shall be 30" to 34" above the
/ nosing of treads.
The handgrip portion of handrail shall be
I not less than 1 1/4" nor more than 2" in
cross-sectional dimension.
41. Every stairway landing shall have a dimension,
I measured in the direction of travel, at least
equal to the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (i).
Lf. A door may open inward at the top step of a
I stairway provided the top step is not more than
7 1/2" lower than the floor level. Section
3304 (ii).
Provide details of winding stairway complying
with Section 3306 (d):
Minimum tread is 6 inches at any point and
minimum 9 inches at a point 12 inches from
where the treads are narrowest.
Maximum rise is 8 inches.
C. Minimum width is 36 inches.
Provide spiral stairway details, per Section
3306 (f):
Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches.
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.
41. Spiral stairways may not be used for required
/ exits when the area served is greater than 400
sq. ft. Section 3306 (f).
Jy. Provide I.C.B.0. Research Report and number
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the building department or
note that the stairway fabrication plans shall
be submitted to and approved by the building
official prior to installation.
In buildings over 2 stories 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).
Openings in exterior walls below or within 10
1 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 serves a
floor level having openings in two or more
floors below it. An exit balcony with two
separated stairways is exempt.
Section 3306 (1).
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).
,ii. Within units, show that corridors have a
I minimum width of 36 inches. Section 3305 (b).
X.
Specify roof slope.
5J Roof slope is not adequate for roof type
specified. Table 32-B; Section 3203 (h).
(534. - Specify roof material and app1iction.
Chapter 3Fsr€ re +crdan t c
/5. Specify I. t"1.0. .0. or U.L. approval number for
roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
12/16/87 4
The maximum slope for a fire retardant built-
up roof, with rock or gravel surfacing, is 3
inches in 12 inches. Section 3203 (e) 2.
51. The minimum slope for a fire retardant built-
up roof, with cap sheet surfacing, is 1/2 inch
in 12 inches. Section 3203 (e) 3.
Specify minimum 1/4 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. Section 3207.
60. Provide skylight details to show compliance
with Sections 3401 and 5207 or provide I.C.B.0.
approval number.
Plastic skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
62 Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least 3
feet above eave vents or cornice vents. Show
required area and area provided.
Section 3205 (c).
MASOXRY
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)1 and Section 2515
(a). Show ties and #9 wire in horizontal
joints.
/5. Show height and construction details of all
masonry walls. Chapter 24.
Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled
in accordance with Table 24-G. Cleanouts shall
be sealed before grouting, after inspection.
6/. Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
lineal foot or the actual design load,
whichever is greater. Cross grain tension or
bending in wood ledgers is not permitted.
Section 2310 & 2312 (j)3A.
j8. 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).
6/. Show a minimum 2" air space and flashing
/ between planter and building walls.
I Section 2516 (c) 7.
/ GARAGE AND CARPORTS
7/. Garage requires one-hour fire protection on
I the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
7/. All elements supporting floor above garage,
/ including walls supporting floor joists, must
have one-hour fire-resistive protction on the
garage side. Section 503 (b)
4. Show 1 3/8" solid core self-closing door for
/ openings between garage and dwelling. Section
503 (d).
Garages are not permitted to open into a room
' used for sleeping purposes. Section 1104.
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.
7j. 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.
NOTE: Maximum shear panel ratio is 3 1/2 to 1
for height-to-width . Table 25-I.
Doors may open into the garage only if the
I 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).
FOUNDATION RuixrTS
() 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).
4. The foundation plan does not comply with the
' soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:
12/16/87 5
O. 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
:8 D, confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (wIn required by the soil report).
/ f'o€ (0 O -i-bE 5oIS (-Qpor..
. 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:
The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
The foundation excavations, formings and
reinforcements comply with the soils
report and approved plan."
§1. Show height of all foundation walls. Chapter
/ 23.
Show height of retained earth on all foundation
/ walls. Chapter 23.
i. 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.
8. Note on plans that wood shall be 6" minimum
I above finish grade. Section 2907 (a).
Note on plans that surface water will drain
I away from building and show drainage pattern
and key elevations. On graded sites, the top
of any exterior foundation shall extend above
the street gutter at point of discharge or the
inlet to a drainage device a minimum of 12"
plus 2 percent. Section 2905 (f), 2907 (d) 5.
8 . Dimension foundation per U.B.C. Table 29A:
loors Footing
Supported* Steinwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" 8"
Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
I. Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing. I 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 by structural calculations, show
/ size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f),
302 (c).
94. If hold downs are required by calculations,
/ note on plan that hold down anchors must be
tied in place prior to foundation inspection.
Section 305 (e) 1.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
94. Show on the plans stepped footings for slopes
I steeper than 1:10. Section 2907 (c).
Show minimum 18" clearance from grade to
/ bottom of floor joists and minimum 12"
clearance to bottom of girders.
Section 2516 (c) 2.
Show pier size, spacing and depth into
' undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 24".
Section 2516 (c).
Show minimum underfloor ventilation equal to 1 1 sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners
as practicable and shall provide cross
ventilation on at least two approximately
opposite sides. Section 2516 (c) 6.
Specify that posts embedded in concrete shall
I be pressure treated per UBC Std. No. 25-12.
Section 2516 (c) 1.
FRAKENG
1c/1. Show wall bracing. Every exterior wood stud I wall and main cross 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.
12. 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 (a) 6.
12 /16/87 6
Show blocking at ends and at supports of floor
I joists, rafters and trusses at exterior walls. " Section 2517 (d) 3, 2517 (h) 6.
1(1. Show double joists. Floor joists shall be
/ doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
1Q. Bearing partitions, perpendicular to joists,-
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
iç. Show rafter ties. Rafter ties shall be spaced
/ not more than 4 feet on center and be just
/ above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
Show rafter purlin braces to be not less than
/ 45 degrees to the horizontal.
Section 2517 (h) 5.
6s. Show 1/2" minimum clearance between top plate
/ of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
19. Show double top plate with minimum 48" lap
/ splice. Section 2517 (g) 2.
1i4. Show nailing will be in compliance with Table
/ 25-Q.
ui. Show or note fire stops at the following
/ locations per Section 2516 (f):
In concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals along the length of the
wall;
at all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
C. In concealed spaces between stair
stringers at the top and bottom of the run
and between studs along and inline with
the run of stairs if the walls under the
stairs are unfinished; and
d. in openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at ceiling
and floor levels, with noncombustible
materials.
3, 2. Show stud size and spacing. Maximum allowable
I stud heights: Bearing wall: 2 x4 and 2 x 6
max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 20'. Table 25-R-3.
4/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.
114 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 (iii).
Detail shear transfer connections, including
/ roof and floor diaphragms, to shear wails.
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, 3, K and
Section 4713 (d)].
Show 3" x 4" or 2" x 6" studs in first story
/ of three story building. Table 25-R-3.
l)1. Provide truss details and truss calculations
/ for this project. Specify truss
identification numbers on the plans.
i6. Provide roof framing plan and floor framing
plan. Section 302 (c).
Provide framing sections through
Section 302 (c).
/ l2. Specify all header sizes for opening over 4'
/ wide. Section 2517 (g) 5.
l. Provide calculations for main vertical and
/ horizontal framing members and post footings.
Section 302 (b).
Provide calculations for lateral loads, shear ~4.
panels, shear transfer and related. Section
302 (b).
12 /16/87 7
121. Show on the plans all structural requirements
/ developed in the structural calculations.
Section 302 (c). (See comments below or at
end.)
Columns and posts located on concrete or / masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treated wood is used.
Section 2516 (c) 4.
127/ Individual concrete or masonry piers shall / project at least 8 inches above exposed ground
/ unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 1 •
G Show location of attic access with minimum size
/ 22" x 30". Section 3205.
Show draft separation for attic areas between
/ units in a duplex. Section 2516 (f).
Specify plywood grade and panel identification
index. Table 25-N.
When roof pitch is less than 3:12, design ridge
/ as a bean. Section 2517 (h).
3,12. If foundation cripple wall studs are less than / 14" high, framing shall be solid blocking.
Section 2517 (g) 4.
11. Cripple wall studs exceeding 4 feet in height
/ shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
I4. Show plywood sheathing over exposed eaves, or
/ other weather exposed areas, is exterior grade.
Section 2516 (i).
i4. Show a weep screed at the foundation plate line
I on all exterior stud walls to be stuccoed.
Section 4706 (e).
X16- Detail truss layout for 30" x 30" attic access,
if required for equipment in the attic.
1117. Ridges, hips, and valleys shall be at least one
/ size larger than supported rafters. Section
/38.2517 (h) 3.
In open beam construction, provide strap ties
across the beams at the ridge support. Section
2501 (b).
)ANICAL (UNIFORM MECHANICAL DE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
139 Show the size, location and type of all
heating and cooling appliances or systems.
l)i 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. IJBC. Sec. 1211.
134i Show minimum 30" deep unobstructed working
/ space in front of furnace. Section 505, UMC.
43. Note on plans, "clearances to be per
manufacturer's listing." Section 504, UMC.
144". 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.
145 Show I.C.B.0. approval number for prefab
fireplace.
Show access to the attic or underfloor furnace / to be minimum 30 inches by 30 inches.
Section .708 & 709 UMC.
1/7. 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)18. Show permanent electrical outlet and lighting
fixture controlled by a switch for the attic
furnace. Section 708 UMC.
1/9. Show details to comply with Section 709 for
furnace under the floor, or Section 710 for
roof or outside furnace.
150 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.
151 Provide dryer vent to outside. UMC, Section
1903.
12/16/87 8
5. Show at least one convenience outlet other than
outlets for laundry, etc., outdoors, in garages
and basements. NEC, Art. 210-52. 1/7-
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.
157 Note electrical system ground to be provided
lB.
per NEC, Art. 250-81.
P1Th1B (UNIFORM PLUME CODE) -
158 Show water heater size, type and location on
plans. UPC, Section 1301.
1. 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- 3,10.
half within the lower twelve inches. UPC,
Section 1301.
1J0. Fuel combustion water heater shall not be
/ installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
Provide adequate barrier to protect water
heater from vehicle damage. UPC, Section 1310.
162. Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
163 Note on the plan that hose bibbs and lawn
sprinkler system shall have approved backf low
prevention devices. UPC, Section 1003(h) &
(i).
Show shower stall can accommodate a 30" circle ~4.
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
ImISE IMSULATI011 (IJPLC?S)
1j5. Show details of duplex coon (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.
Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 25.
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.
ENERGY CONSMATION
Permit applications received after June 30,
1988, are regulated by the new Residential
Energy Standards. Provide plans, calculations
and worksheets to show compliance.
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.
Section 1403(a)l, Title 24, states that Form
CF-1R 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.
l7(.
All wiring shall comply with the National Electrical
Code.
152 Show on the plan the amperage of the electrical
service, the location of the service panel and
the location of any sub-panels.
Show location of all electrical receptacles.
Electrical receptacle locations and/or spacing
/ is not adequate in
1/29/88 9
71 All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
172 Specify on the building plans all of the
8
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
1/3. 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.
17g. 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.
f5. See additional corrections below or at end.
CARLSBAD S.F.D. & DUPLEX SUPPLEMENT
17g. Energy conservation design should be for Zone
7 . See attached energy packages.
Floor drains must have auto-prime (city
policy).
(l7) Note exhaust fans cannot be ductless type (city
policy).
179. New residential units must be pre-plumbed for
future solar water heating. Note "two roof
jacks must be installed" where the water heater
is in the one story garage and directly below
the most south facing roof (City Ordinance No.
8093).
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).
181 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).
Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
183 Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383.
l. All new residential buildings, including
/ additions, require a soils report. Please
submit two copies.
11. 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).
186 UBC Adopting Ordinance 8792 requires Fire
Retardant roof on all structures (Sec.
- 18.04.230). Show compliance with UBC Section
3203(e).
l4. City Ordinance 9792 requires two parking
/ spaces/unit with clear area of 201 x2O' i.e. no
/88.
washing machines, etc. Show compliance.
Please see additional corrections, or remarks,
on the following page.
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_________________
AV (D YAO
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-1161.
Thank you.
Enclosures:
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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
Commission.
A two stage thermostat, which controls the supplementary 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 wall 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, plenum, 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 UMC, 1982 Edition.
A vapor barrier is required in climate zone 1, lIe, and 16.
All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration
standards and shall be certified and labeled.
All swinging doors and windows leading to unconditioned area shall be fully weather-stripped.
(U) Storage type water heaters and storage and bacxp tanks for solar systems shall be externally
wrapped with R-12 insulation or greater.
(12) The five feet of pipe closest to the water beater, if outside conditioned space, shall be insulated
with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water
piping outside the building envelops shall be insulated in accordance with T20-1406(d).
(U) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of
not less than 25 lumens per watt.
Showerheads and faucets shall be equipped with flow restxictors as outlined in the appliance
efficiency standards and shall be certified to the Energy Commission.
Masonry 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 combustion air intake
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 control.
Insulation used shall comply with California Quality Standards.
The insulation installer shall post. a signed certificate. . .Section. 276.. Insulation Certificate
(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 the installation
conforms the requirements of Title lie, Part 2, Chapter 2-53, and that the materials installed
conform with the requirements of Title 20, Chapter 2, Subchapter I., Article 3. The certificate
shall state the manufacturer's name and material identification, the installed "R" value, and (in
applications of loose fill insulation) the minimum installed weight per square foot consistent with
the manufacturer's labeled density for the desired "W' value.
For infiltration control all openings and penetrations must be caulked and sealed, such as around
windows, at sole plates, and openings for utility pipes and wires.
Form EDI 3/5/86
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
1200 ELM AVENUE
CARLSBAD, CA 92008-i90
(BIB) 43825
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY DWELLING
Site Address
Legal Description
Assessor's Parcel Number
Quantity of Grading in cubic yards
Contact Person - Name and daytime Phone Number
Circle any. Planning Commission or City Council Action on this Property:
Variance, Conditional Use Permit, Tract or Parcel Map, . Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
PLAN CHECK NUMBER
cd 112383
Datei_____
Prepared by:
1vf p ''4
CITY OF CARLSBAD
VALUATION AND PLAN CHECK FEE
D Bldg. Dept.
0 Esgil
PLAN CHECK NO._9P
BUILDING ADDRESS -ióo -rAt44AC I&
APPLICANT/CONTACT - PHONE NO._________________
BUILDING OCCUPANCY __ DESIGNER PHONE_____________
TYPE OF CONSTRUCTION VrsI CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
)I4 ,rr€O ____________
_________
Air Conditioninz
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
S ,4 280
OD
Building Permit F ee $ 972
Plan Check Fee $ 631 1'-9
CON MCNTS;
Plans received by Esgil after July 31, 1987 shall have permit and
Dian check fees calculated Per 1985 UBC.
SHEET f OF / 12/87
ENGINEERING CHECKLIST
-I Date:
Plan Check No. SQ9(0
Project Address:/ T A/.cIc PL
Project Name: E..S'PEwc
Field Check Date:
By:
LEGEND
i7-
0
1,2,3
Item Complete
Item Incomplete - Needs
Your Action
Number in circle
indicates plancheck
number that deficiency
was identified
LEGAL REQUIREMENTS
Site Plan
Provide a fully dimensioned site plan drawn to scale. Show: North
i o 0 arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing U and proposed slopes, driveway and percent (%) grade and drainage
patterns.
U fl 3. Provide legal description of property.
r 4. Provide assesso's parcel number.
PERMITS REQUIRED
Grading
77 U U 5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
Id El EJ 6. Grading plans in plan check PE___________
El El 7. Need the following completed prior to building permit issuance:
136' [1 El A. Grading plans signed.
Grading permit issued.
Grading completed.
EYI' El El D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City Inspector.
(fj) fl 8. Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
U 9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
FEES REQUIRED
Park-in-Lieu fees required.
Quadrant: Fee Per Unit: , Total Fee:
Traffic impact fee required.
Fee Per Unit :# , Total Fee:
Bridge and Thoroughfare fee required ,
Fee Per Unit: Total Fee:
E 13. Public facilities fee required.
E 14. Facilities management fee required. Fee: L*4C
15. Additional EDU's required: 1.0 0 Sewer connection Sewer permit no. 336 7
0 16. Sewer lateral required:
REMARKS: 4c41-11 O+Tfie1.4.
0. K. to issu Date:
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
1) W Q) - - -
PLANNING CHECKLIST
Plan Check No. 810&0 Address /6 -40q,r All
Type of Project and Use 5F0
Zone Use Allowed? YES NO
Setback: Front 0jr Side 0F Rear OK
Facilities Management Zone 1
School District: San Dieguito Encinitas
Carlsbad San Marcos
a)
a)
> a)
tt:
C) C)
iL C-
LI Discretionary Action Required
Environmental Required
Landscape Plan Required
Comments
YES NO Type
YES NO
YES NO ç'
Coastal Permit Required YES NO
Additional Comments GE tiusi i4mle A CtePj J?VIE)eloit '1t
OP 2ô 'x2j'.
(Dv iv
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OK TO ISSUE DATE
RAOUFPUR Project Name: TAM ARAC1<- HaM E3 Sheet No: or -
CONSULTING
ENGINEERS Project No: ôô 17 Date: - -
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CLUEL LLU;MUME LUO ME 19
8624 CUYAMACA STREET
SUITE F
SANTEE, CALIFORNIA 92071
TEL: (619) 449-5900
September 13, 1988
Mr. Roger Yazdi
8380 Capricorn Way, #59
San Diego, CA 92126
Subject: Proposed residential development
150 and 160 Tamarack Avenue
Assessor's Parcel Nos. 204-253-05 and 06
Carlsbad, California
Our Project No. 13F501-1
Dear Mr. Yazdi:
In accordance with your request, we have reviewed a copy of the
Preliminary Geotechnical Study prepared by GeoSoils, Inc.., dated
October 27, 1987, and the Foundation Plans for Tamarack Homes,
signed by Kurosh Raoufpur, undated. Our review indicates that
the foundation plans appear to be in general conformance with the
recommendations presented in the aforementioned report. However,
we make no representation as to the accuracy of the dimensions,
measurements, calculations, or any portion of the design.
Based on our discussions regarding the subject matter, it is our
understanding that you would like to retain our firm to provide
the engineering observation and testing services during rough
grading operations for the subject project. Should the actual
soil conditions encountered during site grading differ
substantially, from those as in the GeoSoils, Inc. report, we
will provide supplemental recommendations_ and/or modify the
original recommendations presented in the aforementioned report.
Any supplemental recommendations and/or modifications will
automatically become a part of the project specifications.
Yours very truly,
ALLIED GEOTECHNICAL ENGINEERS, INC.
Qa! ~~ Tionga
Project Manager
T JL /cb
Distr. (2) Addressee
-
rl,.os.',$J
Soil Mechanics 'Geology. Foundation Engineering
5751 Palmer Way • Suite D • Carlsbad, California 92008
(619)438-3155 • (619)560-7827
October 27, 1987
W.O. 791-SD
ALZ4IGA INVESTMENTS INCORPORATED
c/o Mr. Dennis Stewart
2200 Pacific Coast Highway, Suite 202
Hermosa Beach, California 90501
Attention: Mr. Dennis Stewart
Subject: Preliminary Geotechnical Study
Lots 9 and 10, Block G, Palisades Tract
City of Carlsbad, County of San Diego,
State of California, Map No. 1747
i
Gentlemen:
This report presents the results of our preliminary geotechnical
I study of the subject property. The purpose of our study was to
evaluate the geotechnical conditions on the site with respect to
I the proposed development. Our study consisted of the following:
Review of pertinent geotechnical literature.
Excavating, logging, and sampling of five exploratory
backhoe trenches.
Laboratory analysis of samples obtained.
Appropriate geologic and soil engineering analysis.
This report presents our findings, conclusions, and
recommendations for site development.
89
Los Angeles County Office: (818) 785-2158 . Orange County Office: (714) 647-0277
TABLE OF CONTENTS
SITE DESCRIPTION . . . • • • • • • • • • • • • • • 2
SITE DEVELOPMENT . . . • • • • • • • • • .......2
EARTH MATERIALS . . . . . . . . . 0 • • • • • . • . • • • . 3
GROUNDWATER . ............ . • . . . . . . . 3
SEISMICITY .............• • • .........4
FIELD EXPLORATION ......................4
LABORATORY TESTING .....................5
Compaction Tests . . . . . . • . . . . • • ......5 Expansion Tests . . . ................ 5
CONCLUSIONS AND RECOMMENDATIONS . . . . . ........ 6 Treatment of Existing Ground and Fill Placement . . . 6
FOUNDATION DESIGN . . ................. 8
FOUNDATION CONSTRUCTION ............... 8
UTILITY TRENCH BACKFILL ................. 0 9
REVIEW ...........................10
LIMITATIONS . . . . . o . . . . . . . . . . ....... 11
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ALMIGA INVESTMENTS, INC.
W.O. 791-SD OCTOBER 27, 1987
PAGE 2
SITE DESCRIPTION
The subject property is an approximately 0.24 acre parcel located
on the north side of Tamarack Avenue between Garfield Street and
Carlsbad Boulevard in the City of Carlsbad, California. The site
is rectangular in shape and slopes gently to the southwest at
gradients, of 10:1 or less. Maximum relief across the site
approximately is 8 feet. Drainage is by sheet flow to Tamarack
Avenue.
I
No structures exist on the site, and no evidence of previous site
development was observed. Wood and other debris has been dumped
adjacent to the northern property limits. Vegetation onsite is I limited to sparse, low growing weeds.
Adjoining parcels to the west, *north, and east are occupied by
single family apartment residential structures. A retaining wall
approximately three feet high exists along the northern portion
of the east property line.
I SITE DEVELOPMENT
Undated plans for the site, provided by Mr. Dennis Stewart,
I indicate that two story wood frame condominiums are to be
I
I GeoSoUs,
PRELIMINARY GEOTECHNICAL STUDY
LOTS 9 AND 10, BLOCK G, PALISADES TRACT
CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, NAP NO.' 1747
FOR
ALIMIGA INVESTMENTS INCORPORATED
C/O MR. DENNIS STEWART
2200 PACIFIC COAST HIGHWAY, SUITE 202
HERNOSA BEACH, CALIFORNIA 90501
W.O. 791-SD OCTOBER 27, 1987
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I ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD PAGE 3
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I constructed. It is anticipated that approximately the existing
grades are to be utilized.
I
EARTH MATERIALS I
The site is blanketed by terrace deposits consisting of medium
brown, moist, very loose, porous sand. The upper 1 t 1.5 feet
includes minor organics and a slightly higher silt content,
indicating early stages of topsoil development. The terrace
deposit sands become slightly moist to dry at depths ranging from
I l to 2 feet, and become medium dense to dense at depths ranging
from 3 to 4 feet.
The upper loose, porous zone of the terrace. deposits is
considered unsuitable for structural support. This material is
suitable for use as compacted fill provided it is cleaned of
deleterious debris.
GROUNDWATER
Groundwater was not encountered in our test trenches and there is
no evidence of near-surface groundwater on or in the immediate
vicinity of the site. However, a southwesterly trending drain
consisting of a four inch -diameter vitrified clay pipe embedded
in gravel was encountered in Test Pit TP-l. The extent of this
I GeooUs,
I
I ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD PAGE 4
I
I drain should be evaluated during site grading. Recommendations
concerning treatment of the drain may be provided at that time.
I
SEISMICITY
I The site, as all of Southern California, is in a seismically
active region. Although there are no known active or potentially
I active faults on or in the immediate proximity of the site, there
are faults in close enough proximity to cause earthquake-induced I ground shaking on the site. Moderate to intense ground shaking
I should be anticipated within the next 50 to 100 years.
Seismically resistant structural design is recommended.
I
FIELD EXPLORATION I
I Subsurface conditions were explored by excavating five
exploratory trenches utilizing a tractor mounted backhoe with 24-
inch digging bucket. Trench locations are indicated on the Site
Exploration Map, Plate 1, which is based on a conceptual plan
I provided by Mr. Stewart. The trenches range from 4.5 to 5.5 feet
I in depth. Logs of the trenches are included in this report as
Table I. Field exploration was performed on October 16, 1987.
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I ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD - PAGE 5
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LABORATORY TESTING
I Compaction Tests
To determine the compaction character of site soils, compaction
I testing was performed on a representative sample of near surface
I terrace deposit material. Testing was performed in accordance
with ASTM Test D-1557-78. A laboratory maximum dry density of
I 124.0 pounds per cubic foot and an optimum moisture content of
10.0 percent was determined for this soil.
I
Expansion Tests
A swell test was performed on a remolded sample of the
I
Terrace deposit material. The sample was prepared at 80
percent of the optimum moisture, and at 90 percent of the
I maximum dry density. Thesample was placed under a 60-pound
per square foot surcharge and submerged in water for 24
I hours. The percent swell was then recorded as the amount of
vertical rise compared to the original -one-inch sample
I height. A swell of less than one percent, which is
I considered low expansive, was recorded for this soil.
An expansion index test was also performed with a sample of
the same material. Testing was performed in accordance with
I Standard 29-2 of the Uniform Building Code. The test result
I
I GeoSofls, Inc.
ALMIGA INVESTMENTS, INC. - OCTOBER 27, 1987
W.O. 791-SD - PAGE 6
was an expansion index of 2, which is classified as very low
according to Table 29-C of the Uniforms Building Code.
I
CONCLUSIONS AND RECOMMENDATIONS
Based upon the geotechnical data presented herein, it is our
opinion that the subject property is suited for the proposed
development from a soil engineering and geologic viewpoint,
provided that the recommendations presented below are
incorporated into the final design, grading, and construction
phases of development.
Treatment of Existing Ground and Fill Placement
1. Debris, vegetation, and other deleterious materials should
be removed from the site.
I 2. The upper, loose zone of the terrace deposits should be
removed within each building pad area and three feet beyond
I in each direction. Removals should extend to a depth of
three feet below the existing elevations or three feet below
I pad grade, which ever is lower.
I Care should be taken during grading not to undermine
existing improvements on adjacent properties (e.g. minor
I retaining walls). Evaluation of associated conditions should
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be made at the start of grading. Appropriate measures to
mitigate any damage should be taken.
All removal areas should be observed by a representative of
I this office to evaluate if adequate removal depths have been
I
obtained.
When removals are completed, the exposed surface should be
I scarified to a depth of 12 inches, brought to at least
optimum moisture content and compacted.
I
Subsequent to ground preparation, the excavated onsite soils
may be placed in thin (6± inch) lifts, cleansed of
vegetation and debris, brought to at least optimum moisture
I content, and compacted to a minimum relative compaction of
I 90 percent of laboratory standard as determined by ASTM test
D-15577-78.
If soil is to be imported to the site for use as compacted
I fill, it should be evaluated by this office prior to
importing it to the site. If import soil is expansive,
I increased foundation design should be anticipated.
I 5. Grading should be performed in accordance with the
requirements of the City of Carlsbad, and to the minimum
I standards of Chapter 70 of the Uniform Building Code, and
the Grading Guidelines .enclosed herein as Appendix I.
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W.O. 791-SD
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OCTOBER 27, 1987
PAGE 8
I FOUNDATION DESIGN
An allowable soil bearing pressure of 1,500 pounds per
square foot may be used for the design of footings founded I in compacted fill and constructed in accordance with minimum
I requirements of the Uniform Building Code regarding width
and depth. The bearing value may be increased by one-third
I for seismic or other temporary loads.
The active earth pressure to be utilized for cantilevered
retaining wall design may be computed as an equivalent fluid
I having a density of 30 pounds per cubic foot where the
backfill behind the wall is level. I
3. An allowable coefficient of friction between concrete and
I compacted fill of 0.4 may be used with the deadload. forces.
FOUNDATION CONSTRUCTION
I
Onsite soils are considered to be low expansive in nature. The
I following recommendations would be applicable if testing at the
completion of grading indicates low expansive soils.
1. Footings may be constructed according to standard building
I code requirements regarding width and depth.
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ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD PAGE 9
All footings should be reinforced with a minimum of two No.
4 steel reinforcing bars, one placed near the top and one
placed near the bottom of the footing.
Where moisture condensation is undesirable, concrete slabs
should be underlain with a moisture barrier consisting of a
minimum of 6-mil polyvinyl chloride or equivalent membrane,
with all laps sealed. This membrane should be covered with
a minimum of one-inch of sand to aid in uniform curing of
the concrete.
Concrete slabs should be reinforced with a minimum of 6 inch
by 6 inch, No. 10 by No. 10 welded wire mesh to control
cracking due to contraction. Slab reinforcement should be
supported to ensure placement near the vertical midpoint of
the slab.
Although no specific presaturation is required for these
soil conditions, footing trench excavations and slab area
soils should be well watered prior to pouring concrete.
UTILITY TRENCH BACKFILL
Utility trench backfill should be placed in the following
standards:
GeoSo Us, Inc.
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I ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD PAGE 10
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I 1. Ninety percent of the laboratory standard if native material
is used as backfill.
2. As an alternative, clean sand may be utilized and flooded or
I jetted into place with no specific relative compaction
required. Observation, probing, and if deemed necessary,
I testing may be required to verify adequate results.
I 3. Exterior trenches paralleling a footing and extending below
a 1:1 plane projected from the outside bottom edge of I footing should be compacted to 90 percent of the laboratory
I standard. Sand backfill, unless it is similar -to the
inplace fill, should be not allowed in these trench backfill
areas. Density testing, along with probing, should be
accomplished to verify the desired results.
I
I REVIEW
I Detailed site development, grading and foundation plans should be
reviewed by this office prior to the start of site grading.
I Additional or modified recommendations may be offered at that
i time.
11
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1142
Principal Engineer
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ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD PAGE 11
LIMITATIONS
The materials encountered on the project site and utilized in our
laboratory study are believed representative of the total area.
However, soil and bedrock materials may vary in characteristics
between excavations and natural outcrops. Since our study is
based upon the site materials observed, selective laboratory
testing and engineering analyses, the conclusions and
recommendations are professional opinions. These opinions have
been derived in accordance with current standards of practice and
no warranty is either expressed or implied.
If you should have any questions regarding this report of if we
may be of further assistance, please do not hesitate to call.
Very truly yours,
GebSoils, Inc/
Principal"J Geologjesft,
homas M. S]aug
Staff Geologist
TEM/CEL/TMS/mlc
GeoSo Us, Inc.
Enclosure: Grading Guidelines - Appendix I
Compaction Test Location Map - Plate 1 I Trenches Logs - Table I
Distribution: (6) Addressee
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APPENDIX. I
GRADING GUIDELINES
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GRADING GUIDELINES
Grading should be performed to at least the minimum requirements
I of the governing agencies, Chapter 70 of the Uniform Building
Code and the guidelines presented below:
Treatment of Existing Ground
I 1. All heavy vegetation, rubbish and other deleterious
materials should be disposed of off site.
I 2. All loose surficial deposits should be removed as
I described in the body of this report. Deeper removals
than indicated in the text of the report may be
I necessary due to saturation during winter months.
1 3. Subsequent to removals, the natural ground should be
I
scarified to a-depth of twelve inches, moistened to at
least optimum moisture content and compacted to fill
standards.
I
Fill Placement
All site soil may be reused for compacted fill;
I however, some special processing or handling may be
required (see report).
I Material used in the compacting, process should be
I evenly spread, moisture conditioned, processed, and
compacted in thin lifts not to exceed six inches in
I thickness to obtain a uniformly dense layer. The fill
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W.O. 791-SD
GRADING GUIDELINES PAGE 2
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. should be placed and compacted on a horizontal plane, unless
otherwise found acceptable by the Soil Engineer.
If the moisture content or relative density varies from
I that acceptable to the Soil Engineer, the Contractor
should rework the fill until it is in accordance with
the following:
a) Moisture content of the fill should be above optimum
I . moisture. Moisture should be evenly distributed
without wet and dry pockets. Pre-watering of cut or
I removal areas should be considered in addition to
watering during fill placement particularly in clay or
I dry surficial soils.
I b) Each six inch layer should be compacted to at least 90
percent of the maximum density in compliance with the
I testing method specified by the controlling
I governmental agency. In this case, the testing method
is ASTN test D-1557-78.
Rocks or concrete fragments less than eight inches in
I diameter may be utilized in the fill, provided:
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ALMIGA INVESTMENTS INCORPORATED OCTOBER 27, 1987
W.O. 791-SD
GRADING GUIDELINES PAGE 3
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: They are not placed in concentrated pockets';
There is a sufficient percentage of fine-grained
I material to surround the rocks;
C. The distribution of the rocks is supervised by
the Soil Engineer.
I 5. Rocks or concrete fragments greater than eight inches in
diameter should be taken off site.
I
6. Transition lots (cut and fill) should be capped with a three
I foot thick compacted fill blanket.
I 7. Exploratory backhoe trenches still remaining after site
removal should be excavated and filled with compacted
I
fill if they can be located.
Grading Observation and Testing
I 1. Observation of the fill placement should be provided by
the Soil Engineer during the progress of grading.
2. In general, density tests would be made at intervals not
I exceeding two feet of fill height or every 1,000 cubic
yards of fill placed. This criteria will vary depending
I on soil conditions and the size of the fill. In any
event, an adequate number of field density tests should
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W.O. 791-SD -
GRADING GUIDELINES PAGE 4
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I be made to evaluate if the required compaction and
moisture content is generally being obtained.
Density tests may be made on the surface material to
receive fill, as required by the Soil Engineer.
Cleanouts and processed ground to receive fill should be
observed by the Soil Engineer prior to placing any fill.
It will be the Contractor's responsibility to notify the
Soil Engineer when such areas are ready for observation.
Utility Trench Backfill
Utility trench backfill should be placed to the following
standards:
Ninety percent of the laboratory standard if native
material is used as backfill.
As an alternative, clean sand may be utilized and flooded
into place. No specific relative compaction would be
required; however, observation, probing, and if deemed
necessary, testing may be required.
Exterior trenches, paralleling a footing and extending
below a 1:1 plane projected from the outside bottom edge
of the footing, should be compacted to 90 percent of the
GeoSofls, Inc.
ALMIGA INVESTMENTS INCORPORATED OCTOBER 27, 1987
W.O. 791-SD
GRADING GUIDELINES PAGE 5
laboratory standard. Sand backfill, until it is similar
to the inplace fill, should not be allowed in these trench
backfill areas.
Density testing along with probing should be accomplished to
verify the desired results.
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I ALIMIGA INVESTMENTS, INC. OCTOBER 27, 1987 W.O. 791-SD
TABLE I
Logs of Exploratory Trenches
Test Pit Feet Material Description
TP-1 . 0-5' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
.grained SAND. Abundant fine roots I in upper 1 foot.
@ 1.5' becomes slightly moist to- I .
. dry.
@ 3' becomes medium dense, less
i porous.
Total Depth= 5 feet
No Groundwater Encountered I No Caving
TP-2 0-5' TERRACE DEPOSITS: Medium brown, I moist, very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
I . @ 1' becomes slightly moist to dry.
I @3.5' becomes medium dense, less
porous.
Total Depth= 5 feet I No Groundwater
No Caving
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ALIMIGA INVESTMENTS, INC. OCTOBER 27, 1987 W.O. 791-SD
TABLE I
Loqs of Exploratory Trenches
Test Pit Feet Material Description
TP-3 0-4.5' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
@ 1.5' becomes slightly moist to
dry.
@ 4' becomes medium dense, less
porous.
Total Depth= 4.5'
No Groundwater
No Caving
TP-4 0-5' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
@ 1.5' becomes slightly moist to
dry.
@ 4' becomes medium dense, less
porous.
Total Depth= 5'
No Groundwater
No Caving
GeoSofls, Inc.
ALIMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD
TABLE I
Logs of Exploratory Trenches
Test Pit Feet Material Description
TP-5 0-5.5' TERRACE DEPOSITS: Medium brown,
moist, -very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
@ 2' becomes slightly moist to dry.
@ 3.5' becomes medium dense, less
porous.
Total Depth= 5.5'
No Groundwater
No Caving
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PRELIMINARY GEOTECHNICAL STUDY
LOTS 9 AND 10, BLOCK G, PALISADES TRACT
CITY OF CARLSBAD, COUNTY 0F SAN DIEGO,
STATE OF CALIFORNIA, MAP NO. 1747
FOR
ALIMIGA INVESTMENTS INCORPORATED
C/O MR. DENNIS STEWART
2200 PACIFIC COAST HIGHWAY, SUITE 202
HERMOSA BEACH, CALIFORNIA 90501
W.O. 791-SD OCTOBER 27, 1987
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TABLE OF CONTENTS
SITE DESCRIPTION . . . . . . . . . . . . . . . 2
SITE DEVELOPMENT . . . . . . . . .......... 2
EARTH MATERIALS . . . . . . . . ......... 3
GROUNDWATER . . . . . . . . .............. 3
SEISMICITY . . . . . .......... . ....... 4
FIELD EXPLORATION 4
LABORATORY TESTING ..................... 5 Compaction Tests . . -................. 5 Expansion Tests ......... ........... 5
CONCLUSIONS AND RECOMMENDATIONS 6 Treatment of Existing Ground and Fill Placement . . 6
FOUNDATION DESIGN . . . . ................. 8
FOUNDATION CONSTRUCTION ........... ........ 8
UTILITY TRENCH BACKFILL 9
VIEW . .......................... 10
LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . 11
GeSoUs, Inc.
G%G!1
A '"' 159 ;1 21cl oW-& n
Soil Mechanics Geology. Foundation Engineering
5751 Palmer Way • Suite P • Carlsbad, California 92008
(619)438-3155 • (619)560-7827
October 27, 1987
W.O. 791—SD
ALMIGA INVESTMENTS INCORPORATED
c/o Mr. Dennis Stewart
2200 Pacific Coast Highway, Suite 202
Hermosa Beach, California 90501
Attention: Mr. Dennis Stewart
Subject: Preliminary Geotechnical Study
Lots 9 and 10, Block G, Palisades Tract
City of Carlsbad, County of San Diego,
State of California, Map No. 1747
Gentlemen:
This report presents the results of our preliminary geotechnical
study of the subject property. The purpose of our study was to
evaluate the geotechnical conditions on the site with respect to
the proposed development. Our study consisted of the following:
Review of pertinent geotechnical literature.
Excavating, logging, and sampling of five exploratory
backhoe trenches.
Laboratory analysis of samples obtained.
Appropriate geologic and soil engineering analysis.
This report presents our findings, conclusions, and
recommendations for site development.
Los Angeles County Office: (818) 785-2158 . Orange County Office: (714) 647-0277
I
I ALMIGA INVESTMENTS, INC.
W.O. 791-SD
OCTOBER 27, 1987
PAGE 2
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SITE DESCRIPTION
The subject property is an approximately 0.24 acre parcel located
on the north side of Tamarack Avenue between Garfield Street and
Carlsbad Boulevard in the City of Carlsbad, California. The site
is rectangular in shape and slopes gently to the southwest at
gradients, of 10:1 or less. Maximum relief across the site
approximately is 8 feet. Drainage is by sheet flow to Tamarack
Avenue.
I
No structures exist on the site, and no evidence of previous site
development was observed. Wood and other debris has been dumped
I adjacent to the northern property limits. Vegetation onsite is
limited to sparse, low growing weeds.
I Adjoining parcels to the west, north, and east are occupied by
I single family apartment residential structures. A retaining wall
approximately three feet high exists along the northern portion
I of the east property line.
I SITE DEVELOPMENT
Undated plans for the site, provided by Mr. Dennis Stewart,
I indicate that, two story 'wood frame condominiums are to be
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W.O. 791-SD PAGE 3
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I constructed. It is anticipated that approximately the existing
grades are to be utilized.
I
EARTH MATERIALS I
I The site is blanketed by terrace deposits consisting of medium
brown, moist, very loose, porous sand. The upper 1 -to 1.5 feet
includes minor organics and a slightly higher silt content,
indicating early stages of topsoil development. The terrace I deposit sands become slightly moist to dry at depths ranging from
I l to 2 feet, and become medium dense to dense at depths ranging
from 3 to 4 feet.
The upper loose, porous zone of the terrace. deposits is
I considered unsuitable for structural support. This material is
suitable for use as compacted fill provided it is cleaned of
I deleterious debris.
I
Groundwater was not encountered in our test trenches and there is
no evidence of near-surface groundwater on or in the immediate
vicinity of the site. However, a southwesterly trending drain
consisting of a four inch diameter vitrified clay pipe embedded
in gravel was encountered in Test Pit TP-1. The extent of this
I Gez,SoUs, Inc.
ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD - PAGE 4
drain should be evaluated during site grading. Recommendations
concerning treatment of the drain may be provided at that time.
SEISMICITY
I The site, as all of Southern California, is in a seismically
active region. Although there are no known active or potentially
active faults on or in the immediate proximity of the site, there
are faults in close enough proximity to cause earthquake- induced-
I ground shaking on the site. Moderate to intense ground shaking,
I should be anticipated within the next 50 to 100 years.
Seismically resistant structural design is recommended.
I
FIELD EXPLORATION
Subsurface conditions were explored by excavating five
exploratory trenches utilizing a tractor mounted bac]thoe with 24-
inch digging bucket. Trench locations are indicated on the Site
Exploration Map, Plate 1, which is based on a conceptual plan
provided by Mr. Stewart. The trenches range from 4.5 to 5.5 feet
in depth. Logs of the trenches are included in this report as
Table I. Field exploration was performed on October 16, 1987.
GeoSofls, Inc.
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I ALMIGA INVESTMENTS, INC.
W.O. 791-SD
OCTOBER 27, 1987
PAGE 5
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LABORATORY TESTING
Compaction Tests
To determine the compaction character of site soils, compaction
testing was performed on a representative sample of near surface
terrace deposit material. Testing was performed in accordance
with ASTM Test D-1557-78. A laboratory maximum dry density of
124.0 pounds per cubic foot and an optimum moisture content of
10.0 percent was determined for this soil.
Expansion Tests
A swell test was performed on a remolded sample of the
Terrace deposit material. The sample was prepared at 80
percent of the optimum moisture, and at 90 percent of the
maximum dry density. The sample was placed under a 60-pound
per square foot surcharge and submerged in water for 24
hours. The percent swell was then recorded as the amount of
vertical rise compared to the original one-inch sample
height. A swell of less than one percent, which is
considered low expansive, was recorded for this soil.
An expansion index test was also performed with a sample of
the same material. Testing was performed in accordance with
Standard 29-2 of the Uniform Building Code. The test result
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W.O. 791-SD PAGE 6
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I was an expansion index of 2, which is classified as very low
according to Table 29-C of the Uniform. Building Code.
I
CONCLUSIONS AND RECOMMENDATIONS I
I Based upon the geotechnical data presented herein, it is our
opinion that the subject property is suited for the proposed
I development from a soil engineering and geologic viewpoint,
provided that the recommendations presented below are .1 incorporated into the final design, grading, and construction
phases of development.
Treatment of Existing Ground and Fill Placement I 1. Debris, vegetation, and other deleterious materials should
be removed from the site.
I 2. The upper, loose zone of the terrace deposits should be
removed within each building pad area and three feet beyond
I in each direction. Removals should extend to a depth of
three feet below the existing elevations or three feet below
pad grade, which ever is lower.
I Care should be taken during grading not to undermine
existing improvements on adjacent properties (e.g. minor
I retaining walls). Evaluation of associated conditions should
I
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I ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987 W.O. 791-SD PAGE 7
I
I be made at the start of grading. Appropriate measures to
mitigate any damage should be taken.
All removal areas should be observed by a representative of
I this office to evaluate if adequate removal depths have been
obtained.
When removals are completed, the exposed surface should be
I scarified to a depth of 12 inches, brought to at least
optimum moisture content and compacted.
I Subsequent to ground preparation, the excavated onsite soils
may be placed in thin (6± inch) lifts, cleansed of
vegetation and debris, brought to at least optimum moisture I content, and compacted to a minimum relative compaction of
I 90 percent of laboratory standard as determined by ASTM test
D-15577-78.
If soil is to be imported to the site for use as compacted
I fill, it should be evaluated by this office prior to
importing it to the site. If import soil is expansive,
I increased foundation design should be anticipated.
I 5. Grading should be performed in accordance with the
requirements of the City of Carlsbad, and to the minimum
I standards of Chapter 70 of the Uniform Building Code, and
the Grading Guidelines enclosed herein as Appendix I.
GeoSoUs, Inc.
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I ALMIGA INVESTMENTS, INC.
W.O. 791-SD
OCTOBER 27, 1987
PAGE 8
I
I FOUNDATION DESIGN
An allowable soil bearing pressure of 1,500 pounds per
square foot may be used for the design of footings founded I in compacted fill and constructed in accordance with minimum
I requirements of the Uniform Building Code regarding width
and depth. The bearing value may be increased by one-third
I for seismic or other temporary loads.
The active earth pressure to be utilized for cantilevered
retaining wall design may be computed as an equivalent fluid
I having a density of 30 pounds per cubic foot where the
backfill behind the wall is level. I
3. An allowable coefficient of friction between concrete and
I compacted fill of 0.4 may be used with the deadload forces.
FOUNDATION CONSTRUCTION
I
Onsite soils are considered to be low expansive in nature. The I following recommendations would be applicable if testing at the
completion of grading indicates low expansive soils.
1. Footings may be constructed according to standard building
I code requirements regarding width and depth.
I
GeoSefls, Inc.
ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987 W.O. 791-SD PAGE 9
All footings should be reinforced with a minimum of two No.
4 steel reinforcing bars, one placed near the top and one
placed near the bottom of the footing.
Where moisture condensation is undesirable, concrete slabs
should be underlain with a moisture barrier consisting of a
minimum of 6-mil polyvinyl chloride or equivalent membrane,
with all laps sealed. This membrane should be covered with
a minimum of one-inch of sand to aid in uniform curing of
the concrete.
Concrete slabs should be reinforced with a minimum of 6 inch
by 6 inch, No. 10 by No. 10 welded wire mesh to control
cracking due to contraction. Slab reinforcement should be
supported to ensure placement near the vertical midpoint of
the slab.
Although no specific presaturation is required for these
soil conditions, footing trench excavations and slab area
soils should be well watered prior to pouring concrete.
UTILITY TRENCH BACKFILL
Utility trench backfill should be placed in the following
standards:
GeoSofls, Zvc.
AIMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD PAGE 10
Ninety percent of the laboratory standard if native material
is used as backfill.
As an alternative, clean sand may be utilized and flooded or
jetted into place with no specific relative compaction
required. Observation, probing, and if deemed necessary,
testing may be required to verify adequate results.
3. Exterior trenches paralleling a footing and extending below
a 1:1 plane projected from the outside bottom edge of'
footing should be compacted to 90 percent of the laboratory
standard. Sand backfill, unless it is similar to the
inplace fill, should be not allowed in these trench backfill
areas. Density testing, along with probing, should be
accomplished to verify the desired results.
I REVIEW
Detailed site development, grading and foundation plans should be
reviewed by this office prior to the start of site grading.
Additional or modified recommendations may be offered at that
time.
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Principal Engineer
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ALMIGA INVESTMENTS, INC. OCTOBER 27, 1987 W.O. 791-SD PAGE 11
LIMITATIONS
The materials encountered on the project site and utilized in our
laboratory study are believed representative of the total area.
However, soil and bedrock materials may vary in characteristics
between excavations and natural outcrops. Since our study is
based upon the site materials- observed, selective laboratory
testing *and engineering analyses, the conclusions and
recommendations are professional opinions. These opinions have
been derived in accordance with current standards of practice and
no warranty is either expressed or implied.
If you should have any questions regarding this report of if we
may be of further assistance, please do not hesitate to call.
CeoSofls, Inc.
Very truly yours,
GeoSoils,
Principal'J Geologieft
Thomas M. S aug
Staff Geologist
TEM/CEL/TMS/m].c
Enclosure: Grading Guidelines - Appendix I
Compaction Test Location Map - Plate 1
Trenches Logs - Table I
Distribution: (6) Addressee
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APPENDIX. I
GRADING GUIDELINES
GeOSOUS, Inc.
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GRADING GUIDELINES
Grading should be performed to at least the minimum requirements
of the governing agencies, Chapter 70 of the Uniform Building
Code and the guidelines presented below:
Treatment of Existing Ground
I 1. All heavy vegetation, rubbish and other deleterious
should be disposed of off site.
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materials
2. - All . loose surf icial deposits should be removed as
I described in the body of this report. Deeper removals
than indicated in the •text of the report may be
I necessary due to saturation during winter months.
I 3. Subsequent to removals, the natural ground should be
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scarified to a-depth of twelve inches, moistened to at
least optimum moisture content and compacted to fill
standards.
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Fill Placement
1. All site soil may be reused for compacted fill;
however, some special processing or handling may be
required (see report).
2. Material used in the compacting, process should be
I evenly spread, moisture conditioned, processed, and
compacted in thin lifts not to exceed six inches in
I thickness to obtain a uniformly dense layer. The fill
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I ALMIGA INVESTMENTS INCORPORATED OCTOBER 27, 1987
W.O. 791-SD
GRADING GUIDELINES PAGE 2
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. should be placed and compacted. on a horizontal plane, unless
otherwise found acceptable by the Soil Engineer.
If the moisture content or relative density varies from
I that acceptable to the Soil Engineer, the Contractor
- should rework the fill until it is in accordance with
the following:
a) Moisture content of the fill should be above optimum
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moisture. Moisture should be evenly distributed
without wet and dry pockets. Pre-watering of cut or
I removal areas should be considered in addition to
watering during fill placement particularly in clay or
I dry surficial soils.
I b) Each six inch layer should be compacted to at least 90
percent of the maximum density in compliance with the
I testing method specified by the controlling
I governmental agency. In this case, the testing method
is ASTN test D-1557-78.
Rocks or concrete fragments less than eight inches in
diameter may be utilized in the fill, provided:
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I ALMIGA INVESTMENTS INCORPORATED OCTOBER 27, 1987
W.O. 791-SD
GRADING GUIDELINES PAGE 3
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a. They are not placed in concentrated pockets;
b. There is a sufficient percentage of fine-grained
I material to surround the rocks;
C. The distribution of the rocks is supervised by
the Soil Engineer.
I 5. Rocks or concrete fragments greater than eight inches in
diameter should be taken off site.
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Transition lots (cut and fill) should be capped with a three
foot thick compacted fill blanket.
Exploratory backhoe trenches still remaining after site
removal should be excavated and filled with compacted
fill if they can be located.
Grading Observation and Testing
Observation of the fill placement should be provided by
the Soil Engineer during the progress of grading.
In general, density tests would be made at intervals not
exceeding two feet of fill height or every 1,000 cubic
yards of fill placed. This criteria will vary depending
on soil conditions and the size of the fill. In any
event, an adequate number of field density tests should
GeoSofls, Inc.
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I ALMIGA INVESTMENTS INCORPORATED OCTOBER 27, 1987
W.O. 791-SD
GRADING GUIDELINES PAGE 4
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I be made to evaluate if the required compaction and
moisture content is generally being obtained.
3. Density tests may be made on the surface material to
receive fill, as required by the Soil Engineer.
I 4. Cleanouts and processed ground to receive fill should be
observed by the Soil Engineer prior to placing any fill.
It will be 'the Contractor's responsibility to notify the
Soil Engineer when such areas are ready for observation.
Utility Trench Backfill
I Utility trench backfill should be placed to the following
standards:
I 1. Ninety percent of the laboratory standard if native
material is used as backfill.
As an alternative, clean sand may be utilized and flooded I into place. No specific relative compaction would be
I required; however, observation, probing, and if deemed
necessary, testing may be required.
Exterior trenches, paralleling a footing and extending
I below a 1:1 plane projected from the outside bottom edge
of the footing, should be compacted to 90 percent of the
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I ALMIGA INVESTMENTS INCORPORATED OCTOBER 27, 1987
W.O. 791-SD
GRADING GUIDELINES PAGE 5
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. laboratory standard. Sand backfill, until it is similar
to the inplace fill, should not be allowed in these trench
I backfill areas.
Density testing along with probing should be accomplished to
verify the desired results.
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\TP_4 /TP-5
BTP3
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I TAMARACK AVENUE
I SITE EXPLORATION MAP
I W.0791 SDDATE_1 0/87 SCALE 1'1=16' By GSI/tk
ALIMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD
TABLE I
Logs of Exploratory Trenches
Test Pit Feet Material Description
TP-1 0-5' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
grained SAND. Abundant fine roots
in upper 1 foot.
@ 1.5' becomes slightly moist to
dry.
@ 3' becomes medium dense, less
porous.
Total Depth= 5 feet
No Groundwater Encountered
No Caving
TP-2 0-5' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
@ 1' becomes slightly moist to dry.
@3.5' becomes medium dense, less
porous.
Total Depth= 5 feet
No Groundwater
No Caving
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ALIMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD
TABLE I
Logs of Exploratory Trenches
Test Pit Feet Material Description
TP-3 0-4.5 ' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
@ 1.5' beëbmes slightly moist to
dry.
@ 4' becomes medium dense, less
porous.
Total Depth= 4.5'
No Groundwater
No Caving
TP-4 0-5' TERRACE DEPOSITS: Medium brown,
moist, very1oose, porous, medium
grained, SAND. Abundant fine roots
.in.upper 1 foot.
@ 1.5' becomes slightly moist to
dry.
@ 4' becomes medium dense, less
porous.
Total Depth= 5'
No Groundwater
No Caving
GeeoUs, Inc.
ALIMIGA INVESTMENTS, INC. OCTOBER 27, 1987
W.O. 791-SD
TABLE I
Logs of Exploratory Trenches
Test Pit Feet Material Description
TP-5 0-5.5' TERRACE DEPOSITS: Medium brown,
moist, very loose, porous, medium
grained, SAND. Abundant fine roots
in upper 1 foot.
@ 2' becomes slightly moist to dry.
@ 3.5' becomes medium dense, less
porous.
Total Depth= 5.5'
No Groundwater
No Caving
GeoSoPs, Inc.
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan Check No. Q U t DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1161
This form shall be used to determine-the amount of school fees for a project and
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that the project applicant has complied with the school fee requiremen
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N
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permits for the projects shall be issued until the certification is sig
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appropriate school district and returned to the City of Carlsbad Building De
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SCHO2/1IISTRICT:
Carlsbad 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)
_____ Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491)
Project Applicant: Epff't ..t APN:
Project Address: ,JJpt T4fl1ALA<.flj,1
--
RESIDENTIAL: SQ. FT. of living area 22..o Number of dwelling units
SQ. FT. of covered area SQ. FT. of garage area
COMMERCIAL! INDUSTRIAL: SQ. FT. AREA
#I. Prepared By ____ Date
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)
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Other
Residential Fee Levied: $S.-tO() -: based on ft.-t?----
Comm/Indust Fee Levied: $ based on sq. ft.@
ri!)
S'hoo.! District Official Title Date
AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential.
AB 2926 is capped at $.25 per square foot for commercial/industrial.
E~J,CARLSBAD UNIFIED SCHOOL DISTRICT
CARLSBAD HIGH SCHOOL
RECEIPT NO.
E VALLEY JUNIOR HIGH SCHOOL 15621
RECEIVED FROM A C2-t
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___________________________________________
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_
D
A
T
E
FOR:0 K 1
160 Q&Q
. REIMBURS MENTS $
USE OF SCHOOL FACILITIES/RENTALS
_____________
co\ USE OF SCHOOL BUS
DAMAGE TO SCHOOL PROPERTY
*If--JF 4URANCE $ SALE OF SURPLUS
DAMAGED OR
TELEPHONE COMMISSIONS $ .
TOTAL $ INCOME ABATEMENT
/ ACCOUNT NO. _
(9(
- _________ - lb RECEIVED CASH CHECKE
ACCOUNT NO.
RECEIVED BY ___________________________ ACCOUNT NO.
C