HomeMy WebLinkAbout1645 SAINT JAMES CT; ; 87-653; Permitg r 0 I hereby affirm that I am licensed under
U provisions of Chapter 9 (commencing with 49 I Section 7000) of Division 3 of the Business
and Professions Code, and my license is in I
L. full force and effect.
Uf_
I hereby at lirm that I am exempt from the Contrac
br's License Law for the [allowing reason (Sec. 7031.5 I Business and Professions Cede: Any City or county wiliCt'. re' I
quires a permit to Construct, alter, improve, demolish, or
repair any structure, prior lulls issuance also requires the ap'
plicant lox such permit to tile a signed statement that he is I
licensed pursuant to the provisions of the tontraclnr's
License law (Chapter 9 commencing with Section 7000 at
Division 3 uf the Business and Professions Cede) or that is ox' I
empt therefrom and the basis for the alleged exemption Any
violation of Section 7031.5 by an applicant for a permit sab'
facts the applicant to a Civil penalty of not more than live han' I
tired dollars ($500) .. -
I. as owner of the property, or my employees with wages I as their Sole compensation, will Ito the work, and the struc-
ture is not intended or offered for solo (Sec. 7044. Business
and Professions Cede: The Contractor's License law does I not apply to an owner of property who builds or improves
thereon and who does such work himself or through his own employees, provided that such improvements are not intend' I
ed or uttered for sale If, however, the building or improve' u ment is sold within one year of Completion. the owner-builder -
will have the burden 01 proving that he did not build or rn' I
prove for the purpose of sate).
)I4. as owner 01 the property. am exclusively contracting I wi licensed contractors In construct the project (Sec. 7044. I
Business and Professions Cede: The Contractor's License Law does not apply loan owner 01 properly who builds or im
proves thereon, and who contracts for each projects with a I
contractor(s) license pursuant to the Contractor's License Law). I
It As a homeowner lam improving my home, and the 10110w
iog conditions exist: I The work is being performed prior to sale.
I have lived in my home for twelve months prior to completion 01 this work.
I have not claimed this exemption during the last three yearn.
O lam exempt under Sec. ___________________ . B & P.C. for this reason
thereby affirm that I have a certificate 01 consent to
self-insure. or a certificate 01 Workers' Compensation In. I
surunce. or a candied copy thereof (Sec. 3000. Labor Code) I
POLICY NO. -
COMPANY
Copy is tiled with the City
D Certified copy in hereby furnished
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE I
lThiu section need not be completed it the permit I is for one hundred dollars ($100) or less)
I certify that in the performance of the work to, which
Ifs permit is issued. I shall not employ any person in any
manner so as to become subject to the Workers Compen. I
nation Laws 01 California,
NOTICE TO APPLICANT: If. alter making this Certificate I
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
be deemed revoked.
o I hereby affirm that there is a construction lending I
agency for the performance 01 the work for which this per. i
mit is mound (Soc. 3097, Civil Cadet
Lender's Name
Lender's Address—
00 w a -a
I
USE BALL POINT PEN ONLY & PRESS HARD 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
.108 ADDRESS AV. ST. RD. THOMAS BROS NO. DATE OF APPLICATION BUSINESS LICENSE S VALUATION PERMIT NUMBER aa
I 1645 ST. JAMES COURT . .3 ___________
1911,385
ZONE LO,i.f BLOCK ASSESSOR PARCEL CONTRACTOR CONTRACTORS PHONE a II,,.BOi PARCEL NO
87653
OWNER'S NAME OWN d'- p.j
BUILDING SO. FOOTAGE £' 4. C"1'IA A/sJQi Sô..s I 13 NTRACTORS ADDRESS STATE LICENSE NO.
. OWNER'S MAILING ADDRESS
I &-1 -oPz- cv-: Oc4s.s,cC SIGNER
a
DESIGNER'S PHONE
DESCRIPTION OF WORK
77fl SF SingI family residnc, 630 SF ga SIGNER'SAODRESS.. STATE LICENSE NO.
90 SF Deck - F/P FLELEV,1 I NO R 0 OP EDU
IST7E.3 YO NO —i I
CENSUS TRACT RES UNITS GRADI NO PER ISSUED REDEVELOPMENT I I TYPE I 8CC LOAD I FIRE SPR
IAREA
PA RçACE
N 0 vO
C47T3
YO N9 Not Valid Unless Machine Certified
-
QTY. PLUMBING PERMIT . ISSUE 7.50 OTY. MECHANICAL PERMIT. ISSUE 15.00 SUMMARY1ACCOtJNT,N UIs,IB.ER
________ ___________ ik.0 ¼..2/l..b 1t,j:)u1 4•t
1.2.. EACH FIXTURE TRAP . 5 _L INSTALL FURN. DUCTS UP TO 100,000 BTU ty .00 BUILDING PERMIT 001'810'00'00'8220 2741, 00
/ EACH BUILDING SEWER .
-
OVER 100,000 BTU . SIGN PERMIT 001'810'00'00'8221
EACH WATER HEATER ANDOR VENT . -
BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 001'810'00'00'8891 4'5. 5
EACH GAS SYSTEM I TO 4 OUTLETS
. - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 00'810'00'00'8222 4200
EACH GAS SYSTEM 5 OR MORE . METAL FIREPLACE /3 , O ELECTRICAL 001'810'00'00'8223
EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT a a . 50 MECHANICAL 001'810'00'00'8224 4. q00
EACH VACUUM BREAKER #7 .
-
MECH EXHAUST H000!DUCTS , MOBILEHOME 001'810'00'00'8225
WATER SOFTNER ' RELOCATION OF EA FURNACEIHEATER . SOLAR 001'810'00'00'8226
EACH ROOF DRAIN IINSIDEI ....L DRYER VENT m. ( STRONG MOTION 880'519'92'33 /3. W
TOTAL MECHANICAL
/')
FIRE SPRINKLERS 001'810'00'00'8227
TOIAL PLUMBING . PUBLIC FACILITIES FEE 320'810'00'00'8740
5.00 BRIDGE FEE 360'810'00'00-8740
OTY. ELECTRICAL PERMIT. ISSUE QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA
NEW CONSI EA AMP SWI BKR /44 I CAR PORT ---'-....,, . TIF 312'810'00-00'8835 600 '
I PH 3 PH , AWNING ,.•"çJ , LA COSTA TIF 311'810'00-00'8835
EXIST BLDG EAAMPISWTBKR GARAGE /)n "j,\ . FMF
IPH 3 P
.
LICENSE TAX 001-810-00-00-8162 039,j
REMODEL'ALTER PER CIRCUIT MFF 880'519'92'57 1590 00
-
TEMP POLE .200 AMPS OVER 200AMPS .
TEMP OCCUPANCY (30 DAYS) .
li
011
. _________ CREDIT DEPOSIT
_____________________________
TOTAL ELECTRICAL TAI V
___________ _________________________________ TOTAL FEES PAYABLE
—
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provisions Of this * AN OSHA PEdIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE nuIT,fled by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS p9mi5, sr if 1..4uiIding or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON. after the work is commenced for a period 01180 days
STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND A PLIC N 'S SIC CONTRACTORD APP ED 8 DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND OWNE
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE BY PHONE 0 gi44,vj.,c_z./g GRANTING OF THIS PERMIT. gJ•44l4 I I '2
U a) CL U) C
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES . *
REQ. IF INSP6Ct0R' INSPECTION CHECKED OVAL DATE:
-.
SOILSCOMPLIANCE 7 .•.; __________________________________________________________________________ PRIOR TO
INSP
STRUCTURAL CONCRETE . . .. OVER 2000 PSI
PRESTRESSED CONCRETE
POST TENSIONED . . CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
TYPE I DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEILING
SHEATHING 0 ROOF 0 SIEAR
FRAME 1-?- ?
..
ea
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
SEWER AND BL/CO ii PJCO
UNDERGROUND 0 WASTE DIWATER 4%
TOP OUT 0 WASTE 0 WATER 53I
TUB AND SHOWER PAN
GAS TEST wic 1i;!1iII O WATER HEATER 0 SOLAR WATER
ELECTRICAL
O ELECTRIC UNDERGROUND Cl UFFER A
ROUGH ELECTRIC
O ELECTRIC SERVICE 0 TEMPORARY
BONDING 0 POOL
MECHANICAL
O DUCT & PLEM., 0 REF. PIPING
HEAT — AIR COND. SYSTEMS
VENTILATING SYSTEMS i S.
CALL FOR FINAL INSPEC1YON WHEN ITFMF ARflVP MA VF RFcNAPPRCJ.%/Fn... ALL APPROPRIATE
FINAL
PLUMBING I •,.
ELECTRICAL I
MECHANICAL
GAS I V
BUILDING I
I SPECIAL CONDITIONS
_
I
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
ADDRESS TS '1L 6 Mies PLAN ID NO.
ASSESSOR'S
PARCEL NO.
OWNER 6pi& 4 i5mrvio .44ts . -
OWNER'S
MAILING I&-i-' Le, p&- - ADDRESS 0003 12/02 0101 0514isc. 434.00
CITY ZIP 61 TEL. 433—I49< VALIDATION AREA
CONTRACTOR Own C. k- 00
/
73-J)jJ ESTMATED VALUATION ___________________
CONTRACTOR'S
MAILING
ADDRESS QY'vvtlL. PLAN CHECK FEE 001-810.00.00-8821
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)
/cI,i/ /f'g CHECK IF SUBMITTED: LEGAL DESCRIPTION .4,/-
2 ENERGY CALCS
21987 ENERGY CALCS
FOR NON RESIDENTIAL BLDGS
DESCRIPTION OF WORK c1A ie 2 STRUCTURAL CALCS
El 2 SOILS REPORTS
2 SELF ADDRESSED ENVELOPES
DATE GIVEN! DATE SENT TO APPLICANT
CONTACT PERSON i'tC AIe-soi-i LA COSTA LETTER
ADDRESS 1 ti-! LDp..e §L SCHOOL FEE FORM
CITY ZIP 719S4 TEL. 43 /4o P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
APPL(ICANtb SIGNATURE D'ATE
White- File Yellow . Applicant Pink - Finance Gold - Assessor
gWM •• • • ___
CASHIER'S VALIDATION
0
Qtitg
SEWER PERMIT APPLICATION
APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBE9SE123.
BUILDING PLAN CHECK NUMBER PC 87-5
BUILDING ADDRESS / t iii GT — BUILDING TYPE
• NUMBER OF EDU'S: 1.0
OWNER ((t,,mmA iL CALCULATIONS
MAILING ADDRESS: /(7'LEZ T i•:r6 .' iiiv
CONTRACTOR:-
'MAILING ADDRESS:
•1
LEGAL DESCRIPTION Lr cic 1 CONNECTION FEE
COST PER UNIT 11/ h xNO UNITS / ()
I ATFRAL (I-4AR(F
ASSESSORS PARCEL NUMBER: _____________
I .•
TOTAL CHARGES:4/.0100
PREPARED BY: -
(PRINTED NAME)
COMMENTS: • • • • . •
5c
• •. ' • .'.
• .UI)J5 • ' .
Do- PA •
D RID CA
zo
* . • 'Tpr • ' •
WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant •
VfF— F
FINAL BUILDING INSPECTION
87-653 PLAN CHECK NUMBER: DATE: July 17, 1989
PROJECT NAME: GREG AND EMMA ANDERSON
ADDRESS: 1645 ST. JAMES CT.
PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO
.SFD 1 TYPE OF UNIT: NUMBER OF UNITS:
GREG ANDERSON CONTACT PERSON: - -
433-1405 -. CONTACT TELEPHONE
- BUILDING, WATER, ENGINEERING, UTILITIES AND PLANNING
INSPECTED q DATE —7/ io•
BY: 'I / INSPECTED: APPROVED _____ DISAPPROVED
DATE INSPECTED
INSPECTED 74/4 APPROVED DISAPPROVED
INSPECTED DATE
BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS: 7/9 . 15f.7479 g 7c#D
7/ // — ¼) z' AAA Pa 1n
'°/'. /t1s f'71
Rev. 1186 WHITE: Suspense BLUE: Water District G7 : Engineering ARY: Utilities PINK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 87-653
. DATE: July. 17;. 1989
PROJECT NAME: GREG AND EMMA ANDERSON
1645 ST. JAMES CT. . . . ADDRESS:
..
PROJECT. NO.: _________________ UNIT NUMBER: PHASE NO.:
SFD ... . . •
TYPE OF UNIT: -
• NUMBER OF UNITS:
GREG ANDERSON . . CONTACT PERSON: • . • .
CONTACT TELEPHONE 433-1405
BUILDING, WATE ENGINEERING,. UT!.PLANNING
INSPECTED DATE JUL INSPECTED
B
AVft V" DISAPPROVED
INSPECTED- DATE
BY: ' .1' INSPECTED: .• - ....• APPROVED • ______ DISAPPROVED
INSPECTED DATE S • •. . . . BY: _______________________ INSPECTED: APPROVED DISAPPROVED
COMMENTS: ng Department
1• •
Rev. 1186 WHITE: Suspene E: Water District EEN: Engineering ANA Utilities PNK: Planning GOLD: Fire
ESGIL CORPORATION,
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560.1468
DATE: -
JURISDICTION: (7 oj (sr/s £tcJ
PLAN CHECK NO: Co 27—ó,53 SET: 2Z
PROJECT ADDRESS: /1,115- 3T. J'nis T.
PROJECT NAME:__________________________________
ICANT --- SDICT
FILE COPY
UPS
DESIGNER
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
D The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
fl The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
0 Esgil staff did advise applicant that the pl•an check has
been completed. Person contacted:______________________
Date contacted: Telephone #
REMARKS:
By:cAtxE Enclosures:
ESGIL CORPORATION ':7—i—I'
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 56()-1468
DATE: Dec.- - OA2 f9flJRISDICTI1
JURISDICTION: CITY OF CARLSBAD 'PLAN CBE5CK]
GFILE COPY
PLAN CHECK NO: Co ?7 053 '1'
0 DESIGNER
PROJECT ADDRESS: 16P 5 T. 2—m a , cr.
PROJECT NAME:
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
Esgi3. 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:
QvderSor, I1Locfl £r,Pez. T. -
- 0' 3,de . &. fc)c)SY
D Esgil staff did not advise the applicant contact person that
plan check has been completed.
, Esgil staff did advise applicant that he plan check has
been completed. Person contacted: Lrec Q,deviscri LI
Date contacted: Telephone #,I,53- )/3
REMARKS:
BY:5f2E ENCL:t'..Jor,€
ESGIL CORPORATION
1d-.-S7
.5
pfJ NO: C P7—c53
.BIRLSDIm:ciTY OF CARLSBAD
TDa
/1I Jnf'ez sr
AS: iL .IS 57.
Cr.
Nam AM: _,77a /_3O
PLAN unn!TTON T
ciTY OF CARLSBAD
smcsFAMILY AM wIwcwRL.LTht
PCRD:PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/81)
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 smeed uu the this list
(or a copy) _where each correction item has been
addressed i.e.. plan sheet. specification, etc. Be
sure to enclose the marked uo_ list when—you submit
therevisedplans.
Datee plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date- initial plan check completed:
By: •5AD'
Applicant contact person:
(rej Or, dfr..5o' Telephone: '-/.3 3-iq or
: PAGE NR ARE NZ IN SHQU=K AS PAOM NAVIM NO MM RMMM CMUMMM WREK MMZM-
List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC)
PLANS
G Please make all corrections on the original tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
/ name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)1.
Plans must be signed by the person responsible
/ for their preparation.
Plans, specifications and calculations shall be
/ signed by the California state licensed
engineer or architect responsible for their
preparation. Specify expiration date of
license. (California Business and Professions
Code).
Specify on the Title Sheet of the plans the
/ gross floor area of each element of this project including dwelling, garage, carport,
patio, deck and balcony. Section 302(c).
Provide a statement on the Title Sheet of the
/ plans that this project shall comply with Title
24 and 1985 UBC, UMC and UPC and 1987 NEC.
G Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(c). or, Plprplar, (5r. #1 )
Indicate distance from center line of street or
alley to property line and distance from
property lines to proposed building. Section
302(c).
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
TIRE PJIAT10N
11 Walls closer than 3 feet to property lines
shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds 1,000 square
feet on any floor.
(Table 5-A, Section 1709 (a)).
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
' from the property line. Eaves over required
windows shall be not less than 30 inches from
the side and rear property lines. Section
1710 And Section 504 (a) and (b).
Plastic skylights shall not be installed
/ within 8' of an exterior wall located where
openings in such exterior wall are prohibited
or required to be protected.
Section 5207 (a) 7.
Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the property
line. Section 1710.
Show location of permanently wired smoke
detector, centrally located in corridor or
area giving access to sleeping rooms or above
stair if sleeping rooms are on upper level.
Section 1210.
A smoke detector shall be installed in the
/ basement of dwelling units having a stairway
which opens from the basement into the
dwelling. Such detector shall be connected to
a sounding device or other detector to provide
an alarm which will be audible in the sleeping
area. Section 1210.
ROOK SEW. LIGHT. VTI AND W
1/ Habitable rooms, other than kitchens, shall
/ contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area.
Section 1207 (b).
8/11/87 2
Window area must be at least 1/10 of the floor
10 feet
30. Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall / area and a minimum of square per
Section 1205 (a). Appears to be deficient in 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 hg&t 24".
Section 1204. q.z S./.j. w,)f,,t,T 5jn/e. d LI" cled
()Openable window area in habitable rooms must be
1/20 of the floor area and a minimum of 5 3J(
oPen.nj 'T.
A mezzâth.ne Is an intermediate floor and may
square feet. In bathrooms, laundry rooms and / not have a floor area exceeding 33 1/3 percent
similar rooms 1/20 of area is required and
is L5 sq. ft. (Section 1205 (a)). ove tb.,cloI4Jr minimum
of the total floor area in the room below.
The mezzanine floor must have a clear height
ar.,,0vjabLJ (..fr sPcj s). of 7 feet, above and below, and must have the
O. At least 1/2 of the common wail most be open long side open to the room below except for
/ and have an opening not less than 25 sq. ft. if posts and protective walls or railings not
light and ventilation is being supplied from an exceeding 42" in height. Section 1716.
adjacent room. Section 1205 (a). / The loft you show does not comply as a
2. Required windows shall not open into a roofed
is least 7 /
'
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716. I porch unless the ceiling height at
feet, the longer side is at least 65% open, and
the porch abuts a street, yard or court. _____STAJATS. AND RAIL
22
Section 1205 (a).
Provide mechanical ventilatiolk capable of
/ L
/
Floors above the second story shall have not
less than 2 exits. Occupied roofs may have
providing five air changes per hour in one exit if such occupied areas are less than
bathrooms, water closet compartments, laundry 500 square feet and located no higher than
rooms and similar rooms if required openable immediately above the second story. Section
windows are not provided. Sect;on (a). 1 -4 vnlAJe 3303 (a).
Z3. jWIPIdQW.4 are eT1dirCJar ne."red L/e,,
No habitable room, other an a kiithen, snail , /a7.,) / Y. Required exit doorways shall be not less than
/ be less than 7'O" in any dimension. Section / less than 618" in height, 36" in width and not
1207 (c). and shall be capable of opening at least 90
degrees. Section 3304 (e).
2j(. Show that ceiling height for habitable rooms is
a minimum of 7'6". Section 1207 (a). 35. Provide 36!L.!ijgh protective railing for ...
porches, balconies, and open sides of stair / 6. Show ceiling height for laundry rooms, landings. Openings between railing shall be
/ hallways, corridors, and bathrooms is a minimum less than 611. Section 1711.
of 7'O". Section 1207 (a). j /'lr t?I/47,S (5J,. Li).
3. suow flow guarorail connection cetaxis are
2%. Dimension on the plans the 30" clear width for / adequate to support 20 pounds per lineal foot
to the top rail. Table 23-B. I water closet compartments and 24" clearance in at a right angle
front of water closet. Section 511 (a). /
/
2. Specify safety glazing for glazing in hazardous
.
/
Provide stairway and landing details • Section
3306 (b) & (c).
/ locations such as glass doors, glazing adjacent
to such doors and glazing adjacent to walking Maximum rise is 7" and minimum run is
surfaces. Section 5406. 11". When the stairs serves less than 10
occupants, or serves an unoccupied roof,
2$. Glazing, in the sane wall plane as a door, must rise may be 8" maximum and run 9"
I be safety glazing if within 12" of the door and minimum.
less than 60" above the walking surface, unless
the glazing is leaded or faceted glass. Minimum headroom is 616".
Section 5406 (d) 6. C. Minimum width is 36".
29. Glazing in shower and tub enclosures shall be
tempered, laminated or proved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406-1d) 5.
ii JlpflJ Or 2 I4'h;M, ih CorreTd
8/11/87 3
All handrails per Section 3306 (j), shall
satisfy the following:
Provide handrail for stairways with I, or
more risers.
Handrail shall be 30" to 34" above the
nosing of treads.
C. The handgrip portion of handrail shall be
not less than 1 1/4" nor more than 2" in
cross-sectional dimension.
Every stairway landing shall have a dimension,
/ measured in the direction of travel, at least
equal to the stairway width. Such dimension
need not elceed 36 inches. Section 3306 (g),
3304 (i).
ji A door may open inward at the top step of a
/ stairway provided the top step is not more than
7 1/2" lower than the floor level. Section
3304 (h).
Provide details of winding stairway complying
with Section 3306 (d):
Minimum tread is 6 inches at any point and
minimum 9 inches at a point 12 inches from
where the treads are narrowest.
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 measusing at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
4'. Spiral stairways may not be used for required
/ exits when the area served is greater than 400
1 sq. ft. Section 3306 (f).
Provide I.C.B.0. Research Report and number for
/ metal stairway, or submit plans and calculations and approved fabricator registered
with the building department or note that the
stairway fabrication plans shall be submitted
to and approved by the building official prior
to installation.
4/ In buildings over 2 stories in height, provide
/ 3/4 hour fire-rated assemblies for all
openings in the exterior wall below or witin
10 feet horizontally of an exterior stairway.
An exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
/6. Openings in exterior walls below or within 10
/ feet, measured horizontally, of an exterior
stair shall be protected by self-closing fire
assemblies having a three-fourths-hour fire
protection rating when the stair 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).
4/. Exterior stairways shall not project into the
/ 3 foot setback from the property lines.
Section 3306 (n).
l4' The walls and soffits of the enclosed usable
/ space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306
(m).
Within units, show that corridors have a
/ minimum width of 36 inches. Section 3305 (b).
5 . Specify roof slope.
YS . Roof slope is not adequate for roof type
/ specified. Table 32-B; Section 3203 (h).
52. Specify roof material and application.
Chapter 32.
G
Specify I.C.B.O. or U.L. approval number for
amater1ais not covered in U.B.C., e.g.,
tile, etc. Section 107. o, sJr g
5/. 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.
sl. 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.
8/11/87 4
Show roof drains and overflows. Section 3207.
58. Provide skylight details to show compliance
with Sections 3401 and 5207 or provideI.C.B.0.
approval number.
Plastic skylights must be separated from each
/ other by at least 4 feet. Section 5207 (a) 6.
60. 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 cave vents or cornice vents. Show
required area and area provided. -
Section 3205 (c).
NASMUff
Provide fireplace construction details or note
/ construction to be per attached fireplace
standard drawing. Chapter 37.
4t. 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.
41. Show height and construction details of all
/ masonry walls. Chapter 24.
6/. 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.
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.
Provide details for damp proofing the
/ foundation walls, below finish grade, where
useable space exists on the interior side of
the walls. Section 1707 (d).
0. Show a minimum 2" air space and flashing
/ between planter and building walls.
Section 2516 (c) 7.
GARAM AND CAFdMM
I. Garage requires one-hour fire protection on the
/ garage side of walls and ceiling common to the
dwelling. Table 5-B, Section 503 (d).
69. All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b) See 6elow -
Show 1 3/8" solid core self-closing door for
/ openings between garage and dwelling. Section
503 (d).
71. Garages are not permitted to open into a room
/ used for sleeping purposes. Section 1104.
An occupancy separation is not required
7 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 of height-to-
width is 3 1/2 to 1. Table 25-I.
Doors may open into the garage only if the
/ floor or landing in the garage is not more
than one inch lower than the door threshold.
Section 3304 (h).
Provide an 18" raised platform for any FAU,
/ water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
FOUNDATION xjxS
76. Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing
value. Section 2905 (c). 7'.z 13 03 5o,3rei,T.
7/. The foundation plan does not comply with the
soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:
71. Provide notes on the foundation plan listing
/ the soils report recommendation for
I foundations, slab and building pad
preparation.
# ua/(ii , 17v 7 o'e hr. i,re rej477'e c37ic7,,,
is zr have ,mP4fr P,or71fr1 Per --4.5o.5 C13 - ('.. n,.. 9A 6u,0,U s7 (tTa C/i ap —
8/11/87 5
ij. Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
80. The soils report recommends 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."
X. "&' c4 S., 16 re#.,rt, NSho height of ailfoundation walls. Chapter
/
.
23.
Show height of retained earth on all foundation
walls. chapter 23.
83. 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. 5ptc.-t oy, elmns
R- S., J )-ePort% note on piansat wood shall be 6" minimum I above finish grade. Section 2907 (a).
85 Note on plans that surface water will drain 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.
Dimension foundation per U.B.C. Table 29A:
/Floors Footing
Sulmorted* Stemwall 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.
8J. Show foundation sills to be pressure treated,
/ or equal. Section 2516 (c) 3.
Ø'. Show foundation bolt size and spacing.
/ Section 2907 (f).
8l Specify size, I.C.B.0. number and manufacturer
/ of power driven pins. Show edge and end
distances and spacing.
Section 302 (c).
9J/ If required by structural calculations, show
/ size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f),
302 (c).
91. If hold downs are required by calculations,
note on plan that hold down anchors must be
tiëd in place prior to foundation inspection.
Section 305 (e) 1.
9j. Show adequate footings under all bearing walls I and shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes
/ steeper than 1:10. Section 2901 (c).
Show minimum 18" clearance from grade to
/ bottom of floor joists and minimum 12"
clearance to bottom of girders.
Section 2516 (c) 2.
9%. Show pier size, spacing and depth into
/ undisturbed soil. Table 29-A.
9$. Show minimum underfloor access of 18" x 24".
I Section 2516 (c).
9/. Show minimum underfloor ventilation equal to 1
/ sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners
as practicable and shall provide cross
ventilation on at least two approximately
opposite sides. Section 2516 (c) 6.
9A. Specify that posts embedded in concrete shall
/ be pressure treated per UBC Std. No. 25-12.
Section 2516 (c) 1.
9). Show wall bracing. Every exterior wood stud
/ wall and main cross partition shall be braced
at each end at least every 25 feet of length
with 1 x i diagonal let-in braces or
equivalent. Section 2517 (g) 3.
Note cross bridging or blocking. Floor joists
( and rafters 12" or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (Ii), 2517 (a) 6.
8/11/87 6
1(}. Show blocking at ends and at supports of floor
I joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
11. Show double joists. Floor joists shall be
/ doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
Bearing partitions, perpendicular to joists,
/ shall not be offset from supporting girders,
' beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
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.
V Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 5.
iqL Show 1/2" minimum clearance between top plate
/ of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
107 Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
108 Show nailing will be in compliance with Table
25-Q.
()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 celing
and floor levels, with noncombustible
materials.
Show stud size and spacing. Maximum allowable
/ stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6
max. 201. Table 25-R-3.
i4. 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.
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).
113 Detail all post-to-beam and post-to-footing
connections and reference the detail to the
plan. Section 2516 (in).
lki Detail shear transfer connections, including
f roof and floor diaphragms, to shear walls.
Section 2513.
Specify nail size and spacing for all shear
/ walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, .1, Land
Section 4713 (d)].
I ). Show 3" x 4" or 2" x 6" studs in first story
/ of three story building. Table 25-R-3.
Provide truss details and truss calculations
for this project. Specify truss
identification numbers on the plans.
118. Provide roof framing plan and floor framing
plan. Section 302 (c).
Provide framing sections through
Section 302 (c).
120 Specify all header sizes for opening over 4'
wide. Section 2517 (g) q 6 hedr S
, over 1/ fljoaJ oPer"#i1 lL7ProQtc1e calculations törVtIIanfl
/ horizontal framing members and post footings.
Section 302 (b).
Provide calculations for lateral loads, shear
/ panels, shear transfer and related. Section
302 (b).
'ray,c/eLl rn,,.e (I.. €.. Ce.lIrjJOS3T
over e10,tj ore rpT 3Jit/v' , iiIsi 5170.' rQu ta41rj lay our )
8/11/87 7
1ZA. Show on the plans all structural requirements
/ developed in the structural calculations.
Section 302 (c). (See comments below or at
end.)
1. 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.
Individual concrete or masonry piers shall
piä]ect at least 8 inches above exposed _ground.
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4. ieck.4oQ7)j5 Sir)
/ unless Po s7 a Show location of attic access with minimum size
/ 22" x 30". Section 3205. -
1?)'. Show draft separation for attic areas between
/ units in a duplex. Section 2516 (f).
1. Specify plywood grade and panel identification
/ index. Table 25-N.
12,1. When roof pitch is less than 3:12, design ridge
/ as a beam. Section 2517 (h).
If foundation cripple wall studs are less than
/ 14" high, framing shall be solid blocking.
- Section 2511 (g) 4.
Cripple wall studs exceeding 4 feet in height
I shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
1)4'. Show plywood sheathing over exposed eaves, or
/ other weather exposed areas, is exterior grade.
Section 2516 (i).
1)S. Show a weep screed at the foundation plate line
/ on all exterior stud walls to be stuccoed.
Section 4706 (e).
1$. Detail truss layout for 30" x 30" attic access,
/ if required for equipment in the attic. -
135 Ridges, hips, and valleys shall be at least one
size larger than supported rafters. Section
2)17 (h) 3. le. SPec1j 'IK/2 ,7 et'
/ lotohnd ra4.rs.
In open beam construction, provide strap ties
/ across the beams at the ridge support. Section
2501 (b).
MANICAL (wuraa I1EA1IC&L U30E)
All heating, ventilating, and cooling systems and
applicances shall comply with the Uniform
Mechanical Code.
l). Show the size, location and type of all
/ heating and cooling appliances or systems.
l. Show source of combustion air to furnace, per
/ Chapter 6, UMC.
1)4. Every dwelling unit shall be provided with
/ heating facilitites capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1211.
ijfo. Show minimum 30" deep unobstructed working
1 space in front of furnace. Section 505, UMC.
G
Note- on plans, "clearances to be per
manufacturer's listing." Section 504, UMC.
1312. 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.
143 Show I.C.LO. approval number for prefab
fireplace.
141(. Show access to the attic or underfloor furnace
/ to be minimum 30 inches by 30 inches.
Section 108 & 709 UMC.
Note that passageway to the attic furnace
/shall be unobstructed and have continuous solid flooring not less than 24 inches wide.
Section 708 UMC.
11$'. Show permanent electrical outlet and lighting
/ fixture controlled by a switch for the attic
' furnace. Section 708 UMC.
10. Show details to comply with Section 709 for
/ furnace under the floor, or Section 710 for
roof or outside furnace. -
48. 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.
149 Provide dryer vent to outside. UMC, Section
1903.
8/il/al 8
ELZCMICAL (NATIONAL ELZCMICAL CODE)
All wiring shall comply with the National Electrical
Code.
1. Show on the plan the amperage of the electrical / service, the location of the service panel and
I the location of any sub-panels.
i(. Show location of all electrical receptacles.
iI. Electrical receptacle locations and/or spacing
/ is not adequate in___________________________
Show at least one convenience outlet other than
/ outlets for laundry, etc., outdoors, in garages
and basements. NEC, Art. 210-52.
3/4. 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.
li. Note electrical system ground to be provided
/ per NEC, Art. 250-81.
PLEB (UNIFmmI PLEKMG CMR1
156 Show water heater size, type and location .g.
plans. UPC, Section 1301.
Show source for providing combustion air to / fuel burning water heater. If wall openings in
an enclosure are used, at least one-half of the
required opening area shall extend into the
upper twelve inches of the enclosure and one-
half within the lower twelve inches. UPC,
Section 1307.
1. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet " opening into bath or bedroom. UPC, Section
1309.
14. Provide adequate barrier to protect water
/ heater from vehicle damage. UPC, Section 1310.
160. Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
161 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 I and has a minimum floor area of 1,024 sq. in.
I UPC 909 (d).
NOISE ThSULATION (1NJPL)
14/ Show details of duplex common (party) walls
and floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibels and an Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 25.
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.
l. Provide insulation in walls and ceiling to.
f achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 25.
State regulations (California Admin. Code) require
that the design satisfy one of the attached
alternative energy packages or submit calculations.
The law also requires that many mandatory
conservation items be satisfied.
166 The designer shall provide an Energy
Certificate of Compliance imprinted on the
plans. This Certificate shall indicate the
features and performance specifications
neeeded to comply with Chapter 2-53 of Title
24. (1) The individual with overall
responsibility for the design, (2) The
owner of the building or property shall sign
the Certificate of Compliance. Title 20,
Section 1403 (a) 2. A. See the attached
Compliance Certificate Form. Co ie C i's' £C.
/ to lt,\e3 C r usec . Pot 1.ey,, (a.WS. w on the plans th value tor the walls, / floors, ceiling and related areas.
l4. Show double glazing as per Energy Design, on / Glazing Schedule.
169 Show on the plan how shading requirements are
satisfied. Per r.ev,.SQ() (J's.
l6. Show on the plans the thermal mass area as
/ indicated in the energy documentation.
8/11/87 9
174. The plans are not in compliance with the energy / conservation compliance package selected or
I design calculations provided. Show on plans
conformance as follows:
172 Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
iij. Show the size, type, make, model and location
I of the space heating (or cooling) system and
provide heat loss calculations if the output
exceeds 45,000 BTU/Hr.
CARLSBAD S.F.D. & DUPLWI SUPPLIMM
174 Energy conservation design should be for Zone
7 . See attached energy packages.
Floor drains must have auto-prime (city
/ policy).
176 Note exhaust fans cannot be ductless type (city
policy).
8177 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).
11. 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).
179 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).
1. Incorporate the waterproofing details, on the
/ attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
1?{. Show on the Title Sheet on the plans, the
/ information required by the attached
Developmental Services Sheet 112383.
All new residential buildings, including / additions, require a soils report. Please
' submit two copies.
7 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)'.
]Øe. UBC Adopting Ordinance 8792 requires Fire
/ Retardant roof on all structures (Sec.
18.04.230). Show compliance with UBC Section
3203(e).
i4. City Ordinance 9792 requires two parking / spaces/unit with clear area of 20'x20' i.e. no
washing machines, etc. Show compliance.
186 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________________
SAORE
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:
1Jc)he-
5170iV 1 £7r4ja.. M1,7Ci Or 4r
8/11/81 10
MIE FOLWJ1G WIES SPECIFYIZIG MaNDATOWL RJIRlfIS ME= BE n(CORMUM ON PLM( SEWS, OR
CONZADMD Vuwi JOB SFLYICAflON DoalrrS.
MANDATORY EKERGY aM4SRNVAflON RECUEMM4TS OF THE STATE-Or CALIFORNIA
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, 14, 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 areas shall be fully weather-stripped.
Storage type water heaters and storage and backup tanks for solar systems shall be externally
wrapped with li-li insulation or greater.
The five feet of pipe closest to the water heater, 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 envelope shall be insulated in accordance with T20-1406(d).
(33) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of
not less than 25 lumens per watt.
(14) Showerbeads and faucets shall be equipped with flow restrictors as outlined in the appliance
efficiency standards and shall be certified to the Energy Commission.
(1.5) 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 lo, 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 "R" 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 EC( 3/5/86
CITY OF CARLSBAD
Table 7. Alternative Component Packages, Climate Zone 7
Building Measure
Package Designation
rr -r -r -r rr
INSULATION. 11-VALUE MINIMUM
Ceiling 19 30 19 30 30 30 19 30 19 30 19
Wall L 11 11 11 IL 11 11 11 11 11 11
"Heavy" Wall 2.5 2.5 2.5 NA MA 2.5 2.5 2.5 2.5 2.5 2.5
"Light Mass Wall. 4.0 3.5 3.5 NA NA NA NA NA NA NA NA
Slab Floor Perimeter MR 7 MR HR NA HR Ni Ni MR 7. HR
Raised Floor 11 11 11 NA 19 HR NB 19 19 11 11
ATTIC3 Mi HR HR REQ REQ REQ HR REQ Ni Ni NB.
GLAZING
Maximum 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65
Maximum Total Area I HR 14 14 20 20 20 24 20 24 Ni NH.
Maximum Total Noosouth
Area Z. 9.6 NA NA NA NA Ni NB. HR Ni 8.4 9.6
Minimum Total South
Area 2 6.4 NB. NB MR Ni MR HR NB. NB. 5.6 6.4
SHADING COEFFICIENT
South-facing Glazing NB. NB. NB. Ni Ni Ni Ni NB. NH. NB. Ni
West-facing Glazing HR Ni NB. Ni .36 NB. Ni NB HR NB. NB
North-facing Glazing Ni Ni MR HR MR NB. NB NB Ni HR NH.
East-facing Glazing Ni NB Ni HR HR Ni Ni Ni NB NB. HR
MEDIAL MASS EQUIVALENT
Z Slab Floor Exposed7i8 50 NB. NB. 25 5 25 25 20 15 NB. 50
NFILTRAII0H CONTROL
Continuous Barrier HR MR. NB. NB. MR NB. Ni HR NB NB
1ectrical Outlet Plate Ni NB. Ni Ni Ni Ni Ni NB HR Ni NB.
Caskets Lir-To-Air Heat Exchanger HR NB HR NB. HR NB. MR Ni NB. Ni Ni
PACE HEATING STST(
Gas Furnace Seasonal
Efficiency 2 HIM HIM HIM MIN HIM HIM HIM HIM HIM
Heat Pump ACOP 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
Electric Resistance'1 NO NO NO NO NO NO NO NO NO YES YES
PACE COOLING SYSTEM
A/C or Heat Pump SEER
rER HEATING SYSTEM
Gas,. Heat Pump or Sâlar
with Any Backup REQ REQ REQ REQ REQ REQ REQ REQ
Solar with Gas Backup REQ REQ REQ
Appendix B
3-9
C-70 AC?
Table 17. Notes for Tables 1 through 16
LEGEND: NR - Not required, N/A - Not applicable, REQ - Required, MIN - Minimum efficiencies required by Section 2-5306 of the
regulation. NO - Heating system type not allowed, YES - Heating
system type allowed.
3. Jbenever an attic is required, it must cover at least three-quarters
(3/4) of the ceiling area over conditioned space and be vented.
7. In alternative component packages which require thermal mass (other than
Package A), the specified percentage of sass must - be directly exposed to
the conditioned space. To determine the floor area directly exposed to
the conditioned space. To determine the floor area, count only the first
floor in conditioned areas. Uncarpeted first floor areas, such as
linoleum or tiled entry ways, kitchens, bathrooms, and utility closets
may all be counted towards this requirement.
S. Thermal sass required for Packages E,1,2,3 and 4 must be either
equivalent to a slab floor covering one-fourth (25 percent) of the floor
area with a thickness of at least 2 inches and a volumetric heat capacity
of 28 Btu/ft3 1 (see below for surface area of materials examples) or
provide the minimum total sass capacity listed in Table 17 of Appendix A
(use the Point System to calculate the sass for other materials).
4 brick Concrete block 90 pcf Concrete block 140 pr-.f
Climate Slab I exposed block density, block density, solid
Zone Floor Z one side grouted grouted
4" 6. 4 6"
13 21 18 17 14 13
20 28 24 22 18 18
7 1 25 35 30 28 1 23 22 -
11. For Packages 5 and 6 electric resistance and radiant heating systems
shall have two or more separately controlled zones in each dwelling
unit. -
Date a_/.-Io-gj
Prepared by:
'5A-Tv ig
CITY OF CARLSBAD
VALUATION AND PLAN CHECK FEE
dg. Dept.
"Esg ii
PLAN CHECK NO._Co -
BUILDING ADDRESS _I(, '1i ir. James C7
APPLICANT/CONTACT (,)rel PHONE NO.
BUILDING OCCUPANCY DESIGNER PHONE -
TYPE OF CONSTRUCTION ! CONTRACTOR PHONE -
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
,77o ______________
&30
___
/7 - Io,7io
Air ConditioninE
Commercial
Residential
Res. or Comm.
Fire Srinklers
Total Value
A1
Building Permit Fee $
Plan Check Fee
Cofi MCNTS!
Plans received by Esgil after July 31, 1987 shall have permit and
plan check fees calculated per 1985 UBC.
ENGINEERING CHECKLIST
- r2w.., - W LEGEND
Date: J2-8-8 Item Complete
Plan Check No. 7-53
Project Address: 1605'Sr L:J Ite
Yo
ur Incomplete - Needs
Project Name: _
Action
Field Check Date: 1,2,3 Number in 'circle
indicates plancheck
By: number that deficiency
was identified
LEGAL REQUIREMENTS
> > > Site Plan w ai
/ 1. Provide a fully dimensioned site plan drawn to scale. Show: North
D D arrow, property lines, easements, existing and proposed
structures, streets, existing Street improvements, right-of-way
width and dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing Lii 0 Li and proposed slopes, driveway and percent (%) grade and drainage
patterns.
ELI 0 0 3. Provide legal description of property.
0 0 4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
0 EJ 5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
E 0 11 6. Grading plans in plan check PE___________
IZ1/ 0 El 7. Need the following completed prior to building permit issuance:
D fl A. Grading plans signed.
0 D B. Grading -permit issued.
0 0 C. Grading completed.
Ef 0 fl D. Certification letter and compaction reports submitted.
U E. Grading inspected and permit signed off by City Inspector.
O 0 8. Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
tjPj U 0 9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
REMARKS:
FEES REQUIRED
Cl 10. Park-in-Lieu fees required. ic.2* 8!50
Quadrant: - Fee Per Unit: Total Fee:_____
0 11. Traffic impact fee reired.
Fee Per Unit: __Q - , Total Fee:
- picrmaw'm
Bridge and Thoroughfare fee required.
Fee Per Unit: , Total Fee:
Public facilities fee required.
Facilities management fee required. Fee:6 /1t/1-
Additional EDU's required: 1.0
Sewer connection fee:jcO Sewer permit no.
Sewer lateral required: rat. 2J
3I23
0. K. to -. Date: J2--87
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.
PLANNING CHECKLIST
Plan Check No. 7-653 Address /616 57- Or:
Type of Project and Use 5FD
Zone R-1 Use Allowed? YES )S NO
Setback: Front OK Side 01<. Rear OK
Facilities Management Zone I
School District: San Dieguito Encinitas
Carlsbad San Marcos
Discretionary Action Required YES NO Type f]591-T0-
Environmental Required YES NO X
Landscape Plan Required YES NO X
Comments
*1111 Coastal Permit Required YES NO
Additional Comments
OK TO DATE ,'
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
August 4, 1987
Project No. CL-1405
Mike O'Garra
3229 Valley Street
Carlsbad, CA 92008
Subject: ADDENDUM REPORT
Carlsbad Tract No. 81-50, PUD-37
Valley Street
Carlsbad, California
Dear Mr. O'Garra,
Per your request, we have reviewed our previously submitted
report dated July 9, 1987.
The septic tank and leach lines encountered on Lot #2 were
removed and replaced with properly compacted soil to grade.
Soil types 1 thru 4, inclusive, were encountered, as on-site
native materials. Soil type 5 was imported.
If you have any questions, please do not hesitate to contact
us. The opportunity of working with you is sincerely
appreciated.
Respectfully submitted,
COMPACTION LABS, INC.
Alan H. Sarnge
President
AHS/pjr
cc:, (3) submitted
Dale R. Regli
RCE 19393
Post Office Box 271338, Escondido, CA 92027. (619) 741-5289
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
July 9, 1987
Project No. CL-1405
Mike O'Garra
3229 Valley Street
Carlsbad, CA 92008
Subject: Report of Cer)if a f Compacted Fill Ground Carlsbad Tr t No. 81-50, PUD-37
Valley Stree
Carlsbad, CAli o a
Dear Mr. O'Garra,
In response to your request, the following report has been prepared
to indicate results of soil test, observations, and inspection of
earth-work construction at the subject site.
Testing and inspection was performed between July 1 and 6, 1987.
Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent.
Therefore, we recommend construction continue as scheduled.
SCOPE:
Our firm was retained to observe grading operations with regard to
current standard practices and to determine the degree of
compaction of placed fill.
Grading plans were prepared by Joseph K. Lukowaki.
Grading operations•were performed by Ray Carlin of Alpine,
California.
Post Office .Box 271338, Escondido, CA 92027 • (619) 741-5289
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
Reference is made to our previously submitted reports entitled
"Preliminary Soils Investigation" dated September 23, 1985 and May
6, 1987.
Approximate locations and depth of filled ground and extent of
earth-work construction covered in this report are indicated on
attached Plate No. 1 entitled "Test Location Sketch."
Grading operations were performed in remove and recompact loose
native and/or fill soils and to create seven level building pads to
accommodate the proposed subdivision.
The site was graded in accordance with recommendations set forth in
our previously submitted report and conforms to project plans.
LABORATORY TESTING:
Representative soils samples were collected and returned to the
laboratory for testing. Optimum moisture-maximum density tests
were performed in accordance with ASTM D-1557 and are tabulated on
attached Plate No. 2, entitled "Tabulation of Test Results."
SOIL CONDITIONS.:
Native soils encountered were silty-sands. Fill soils were
imported and generated from the on-site excavation.
The subdivision contains areas with transition from cut to fill.
However, the proposed building areas are all cut or all fill, as
tabulated on Plate No. 3. Therefore, no consideration need be
given this characteristic.
Expansive soils were observed during grading. However, they were
placed in deeper fills or blended with non-expansive soil. It is
our opinion expansive soils lay in a non-detrimental condition and
conventional construction ma y be utilized.
Fill soils were placed, watered, and compacted in six inch lifts.
Prior to earth-work construction, areas where fill was placed, were
acarafied, watered, and compacted to a minimum of ninety percent.
To determine the degree of compaction, field density tests were
performed in accordance with ASTM D-1556 or D-2922 at the locations
designated on attached Plate No. 1. A tabulation of test results
and their vertical locations are presented on attached Plate No. 2.
During grading operations, all fill soils found to have a relative
compaction of less than ninety percent were reworked until the
proper compaction was achieved.
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
RECOMMENDATIONS AND CONCLUSIONS:
Continuous inspeátion was not requested to verify fill soils were
placed in accordance with current standard practices regarding
grading operations and earth-work construction. Therefore, as
economically feasible as possible, part time inspection was
provided. Hence, the following recommendations are based on the
assumption that all areas tested are representative of the entire
project.
Compacted fill and natural ground have adequate
strength to safely support the proposed loads.
Slopes are stable as constructed with relation to
deep seated failure; provided they are properly
maintained. Slopes should be planted within 30 days
of this report date, with a light groundcover (no
iceplant) indigenous to the area. This will reduce
the probability of failure as a result of erosion.
Temporary slopes, to be retained and/or completed
at a later date, should be considered unstable and
may prove to be a detrimental condition.
Continuous footings having a minimum width of 12 inches
and founded a minimum of 12 and 18 inches below lowest
adjacent grade for one and two story, respectively, will
have, an estimated allowable bearing value of 2500 pounds
per square fOot.
Footings located on or adjacent to slopes should be
founded at a depth such that the horizontal distance
from the bottom outside face of footing to the face
of the slope is a minimum of eight feet.
4.. All continuous footings should be reinforced with a
minimum of one #4 bar top and bottom.
Completion of grading operations were left at rough
grade. We, therefore, recommend a landscape architect
be contacted to provide finish grade and drainage
recommendations.
Prior to pouring of concrete, Compaction Labs, Inc., should be
contacted to inspect foundation recommendations for compliance to
those setforth.
During placement of concrete, Compaction Labs, Inc., and/or a
qualified concrete inspector should be present to document
construction of foundations.
13
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
UNCERTAINTY AND LIMITATIONS:
It is the responsibility of the owner and/or his representative to
carry out recommendations set forth in this report.
San Diego County is located in a high risk area with regard to
earthquake. Earthquake resistant projects are economically
unfeasible. Therefore, damage as a result of earthquake is
probable, and we assume no liability.
We assume the onsite safety of our personnel only. We cannot
assume liability of personnel other than our own. It is the
responsibility of the owner and contractor to insure construction
operations are conducted in a safe manner and in conformance with
regulations goverened by CAL-OSHA and/or local agencies.
If you have any questions, please do not hesitate to contact us.
The opportunity of working with you is sincerely appreciated.
Respectfully submitted,
COMPACTION LABS, INC.
Alan H. Sargent, President Dale R. Regli, RCE 19393
AHS/pjr
cc: (3) submitted
COMPACTION LABS
SOIL TESTING
/ SEE 21Pbt1 7
WT Lb /
\i /
., -I,.
—
Q
z
100,
(
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L077 \ LC
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7.
LOTS
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PROJECT No. CL-1405
\ PLATE No. 1
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
- - TABULATION OF TEST RESULTS
i-I
04 4J
I I il 514
32 7/01/87 See Plate 153.5
33 No. 1 155.5
34 155.5
35 154.5
36 " 155.5
37 " 156.5
38 7/02/87 157.5
39 156.5
40 1 157.5 41 7/06/87 158.5YG 42 " 158.5r
43 159.OFG
44 I' 159.OFG
45 159.OFG 46 1 'I 158.5FG
47 ft I. 158.OFG
•
dP
DiV
11.7 113.7 I 86.1*
7.7 118.6 I 89.8*
4.8 126.3 I 957*
9.7 118.9 I 90.0
14.4 120.8 I 91.5
11.6 120.2. I 91.1
9.0 119.3 I 90.3..
10.8 119.5 I 90.5
11.6 121.2 I 91.8
7.0 121.4 V . 97.2
6.4 120.9 V 96.9
6.2 119.0 V 95.3
3.7 115.1 1 8.7.2*.
6..4 120.0 V 96.1
12.5 120,3 I 91.1
11.8 122.0 I 92.4
Remarks: Test No.'s 32, 33, 34 and 44, undisturbed native soils,
85% minimum required.
Optimum Moisture, Maximum Density
Maximum Optimum
Dry Density Moisture Soil Description Type (lb/cu.ft) (% dry wt.)
Brown Silty-Sand I 132.0 9.0 Gray-Brown Fine Silty-Sand II 119.7 13.3. Orange-Brown Sandy-Clay III 122.2 13.2 Brown Sandy-Clay IV 114.0 17.5 Red/Orange Silty-Sand V 124.8 9.0
Project No. CL-1405
Plate No. 2
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
CARLSBAD TRACT NO.
81-50 PUD-37
Lot No.
1 Fill 2 Fill
3 Cut
4 Cut 5 Fill
6 Fill
7 Fill
Project No. CL-1405 Plate No. 3
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
PRELIMINARY SOILS INVESTIGATION
for
Proposed Single Family Dwellings
Carlsbad Tract No. 81-50/PUO-37
Valley Street
Carlsbad, California
Prepared for
MIKE O'GARA
3229 Valley Street
Carlsbad, CA. 92116
September. 23, 1985
Project No. CL-1405
7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289
COMPACTION LAL' J, INC.
SOIL TESTING & INSPECTION SERVICES
September 23 1985
Project No. CL-1405
Mike O'Gara
3229 Valley Street
Carlsbad, CA. 92008
Subject: Proposed Single Family Dwellings
Carlsbad Tract No. 81-50/PUC-37
Valley Street
Carlsbad, California
Gentlemen:
Per your request, we have performed a preliminary soils Investi-
gation for the subject project.
The purpose of our investigation was to evaluate the suitability
of the site for the proposed development and make recommendations
with regard to site grading and foundation design.
Briefly, the investigation reveals favorable soil conditions and
In our opinion the site is suitable for the proposed development,
provided recommendations set forth in the attached report are
adheared to.
If you have any question, please do not hesitate to contact us.
This opportunity to be of service is sincerely appreciated.
Respectfully submitted,
COMPACTION LABS, INC.
.141-
Dale R. Regli, RCE 19393
ORR/pjr
cc: (3) submitted -
7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North Count)' (619) 741-5289
COMPACTION LAr 3, INC.
SOIL TESTING & INSPECTION SERVICES
- TABLE OF CONTENTS
Page
Purpose and Scope 1
Location and Description of Site 1
J. Field Investigation 1
4. Soil Conditions 2
5. Laboratory Testing 2
6. Recommendations and Conclusions 2
Grading
Foundations
Recommended Paving Section
Review of Grading Plan
7. Uncertainty & Limitations 5
APPENDIX
Appendix "A" - Exploration Legend and Unified Soil
Classification Chart
Plate No. 1 Test Pit Location Plan
Plate No. 2 - 7 Exploration Log
Plate No. 8 Tabulation of Test Results
Appendix "B" - Recommended Grading Specifications
COMPACTION LAE ), INC.
SOIL TESTING & INSPECTION SERVICES Page 1
1. PURPOSE & SCOPE
The purpose of the investigation was to determine if the site is
suitable for the proposed single family dwellings.
The scope of the investigation was to:
Determine the physical properties and engineering
characteristics of the surface and subsurface
soils.
Provide design information with regard to grading,
site preparation, and foundation design of the pro-
posed structures.
2. LOCATION AND DESCRIPTION OF SITE
The site is located at 3229 Valley Street, Carlsbad, California.
The 2 acre, "L" shapped property, borders vacant lots to the
north and west, existing single family dwellings to the south and
Valley Street and additional family dwellings to the east.
The topography of the lot slopes gently downhill from east to
west with an overall difference in elevation of approximately ten
feet.
The site is presently occupied with a single-story residence, and
detached garage. An existing leach field is located west of the
house and will require removal at the time of grading. The
residence is landscaped with hedges, small to large trees, native
grasses and is encompassed by fences. Vegetation on the
remaining portions of the property consist of a few small trees
and native grasses. However, these grasses have been recently
disked under to avoid fire hazard. On the southeast corner of
the site (area of proposed lots 3 and 4) stockpiled fill soils
were observed. These soils may be blended with on-site native
soils and utilized during earthwork construction.
It is our understanding that lot number 1 through 7 will be
occupied with newly constructed single family dwellings and lot
number 8 is to receive an existing single family dwelling which
Is to, be moved on-site upon completion of grading.
J. FIELD INVESTIGATION
The field investigation was performed on September 10, 1985, and
Included an inspection of the site and the excavation of six
exploratory trenches, with a back hoe to depths of ten feet.
Location of test pits are shown on attached Plate No. 1, entitled
"Test Pit Location Plan."
As excavation proceeded representative bulk samples were
collected. In place natural densities and moisture content were
COMPACTION LA 3, INC.
SOIL TESTING & INSPECTION SERVICES Page 2
determined at different depths in the excavations and are
included in Plate No.'s 2 - 7.
SOIL CONDITIONS
Loose surficial soils (silty-sands) consisting of plowed ground
were found to average two feet in depth throughout the site.
Underlying soils to depths of ten feet were dense silty-sands and
stiff sandy clays and clays.
Expansive soils (sandy clays and clays) were observed in test pit
number 2 and 6 (proposed Lots 1 and 7) and will require special
recomendations and construction details if selective grading is
not employed. Soils encountered in test pit numbers 1, 3, 4, and
5, consisted of silty-sands and were found to be non-expansive
(less than 3percent swell).
Groundwater was not encountered, nor did caving occur in any of
vur exploratory trenches.
LABORATORY SOIL TESTING
All laboratory tests were performed on typical soils in
accordance with accepted test methods of the American Society for
Testing and Materials (ASTM).
Tests conducted include:
Maximum Density & Optimum Moisture
Direct Shear (Remold)
Sieve Analysis
Field Density & Moisture
Expansion Potential (conducted in accordance with
requirements of the City of San Diego. Test for
Expansive Soils.)
Test results are tabulated on the attached Plate No.'s 2 through
8 entitled "Exploration Log & Tabulation of Test Results."
RECOMMENDATIONS & CONCLUSIONS
General
The site is suitable for the proposed single family dwellings.
Recommendations contained In this report should be incorporated
In the planning, design and construction phase of the subject
project.
6A. Grading
Subsequent to site demolition and removal of the .exi sting
structures, loose surficial top soils, as indicated on attached
COMPACTION LA 39 INC.
SOIL TESTING & INSPECTION SERVICES Page 3
Plate Numbers 2 through 7, should be removed and recompacted in
accordance with attached Appendix 18' entitled "Recommended
Grading Specifications." Loose native soils. may be determined as
those having an insitu density of less than 85 percent of maximum
density.
Leach lines located west of the existing house should be removed
and their excavations recompacted in accordance with atached
Appendix 181.
If encountered, leach lines and/or pipes should be removed.
Concrete pipes may be crushed in-place. Trench lines should be
recompacted in accordance with Appendix 18 1.
68. Foundations
General
If on-site expansive soils (such as those encountered in test
No.'s 2 and 6) exist within 24 inches of finish grade upon
completion of grading, the following foundation recommentdations
will be required to reduce structural damage occuring from
excessive subgrade movement.
For one and two story construction:
Continua-us footings having a minimum width of 12 inches and
founded a minimum of 18 inches below lowest adjacent grade will
have an allowable soils bearing pressure of 1200 pounds per square foot.
All continuous footings are to be founded a minimum of 18 inches
below lowest adjacent grade and reinforced with one No. 4 bar top
and bottom. Steel should be positioned 3 inches above bottom of
footing and one inch below top of footing.
Interior slabs should be 4 inches thick, reinforced with 10/10, 6
x 6 welded wire mesh, and underlain with a 4 inch base consisting
of sand or crushed rock. Sand should be tested in accordance
with 145TM 0-2419 to Insure a minimum sand equivalent of 30. Slab
reinforcing should be extended through joints and provide a
tension tie with perimeter footings. If this method proves
Impractical during construction, an alternative method may be
employed. This method consists of No. 3 bars, 30 inches on
center, extending 30 bar diameters into both slab and
foundation.
Clayey soils should not be allowed to dry prior to placing
concrete. They should be watered to insure they are kept in a
very moist condition or at a moisture content exceeding optimum
moisture content by a minimum of 3 percent.
COMPACTION LA. 3, INC.
SOIL TESTING & INSPECTION SERVICES Page 4
68(2) Foundations (Alternative)
General
In the event that selective grading is employed to insure that
clayey soils are placed a minimum of 24inches below finish
grade, conventional foundations may be utilized. Furthermore; if
grading is performed as planned, we anticipate the majority of
the proposed single family dwellings will be founded in on-site
n.on-expansive soils.
For one story construction:
Continuous footings founded in 24 inches
soil having a minimum width 'bf 12 inches
depth of 12 inches below lowest adjacent
allowable soil bearing pressure of 2500
of on-site non-expansive
and founded a minimum
grade will have an
pounds per square foot.
For two story construction:
Continuous footings founded in 24 inches of on-site non-expansive
soil having a minimum width of 12 inches and founded a minimum
depth of 18 inches below lowest adjacent grade will have an
allowable soil bearing pressure 0f3000 pounds per square foot.
All continuous footings are to be reinforced with one #4 bar top
and bottom. Steel should be positioned 3 inches above bottom of
footing and 3 inches below top of footing.
Interior slabs should be a minimum of 4 inches in thickness.
6C. Recommended Paving Section
Structural sections for asphaltic paving for the proposed roads
and streets are based on an estimated subgrade 'R' value of 20.
The following section is provided for bid purposes only. Actual
sections should be determined subsequent to completion of grading
operations.
Proposed St. James Ct.
Assumed Traffic Index = /70- 2 inches of asphaltic paving
8 inches of select base coui 74-
6 inches of recompacted nati
Proposed St. James Drive
Assumed Traffic Index = 5.5
3 inches of asphaltic paving on
10 inches of select base course on
6 inches of recompacted native subgrade.
All materials and construction for asphaltic paving and base
should conform to the Standard Specifications of the State of
COMPACTION LAC 311y INC.
SOIL TESTING & INSPECTION SERVICES Page 5
California Business and Transportation Agency, Department of
Transportation, Section 39 and 26, respectively. Class III
decomposed granite, if used, should have a minimum 'R' value of
70 and SE of 30. All materials should be compacted to a minimum
of 951. -
60. Review of Grading Plan
Preliminary grading plans used during our investigation were
prepared by Joseph Lukowski. If approved plans differ from
Preliminary plans we would like to review them to assure
compliance with recommendations presented in this report.
7. UNCERTAINTY AND LIMITATIONS
Surface and subsurface soils are assumed to be uniform.
Therefore, should soils encountered during construction differ
from those presented in this report, we should be contacted to
provide their engineering properties.
It is the responsibility of the owner and contractor to carry out
recommendations set forth in this report.
During our investigation of the subject site, evidence of
faulting was not encountered. Subsequent to review of available
geologic literature, we feel any faulting in the vicinity of the
site may be classified as inactive. However, it should be noted
that San Diego County is located in a high seismic area with
regard to earthquake. Earthquake proof projects are economically
unfeasible. Therefore, damage as a result of earthquake is
probable, and we assume no liability.
We assume the onsite safety of our personnel only. We cannot
assume liability of personnel other than our own. It is the
responsibility of the owner and contractor to insure construction
operations are conducted in a safe manor and in conformance with
regulations governed by CAL-OSHA and/or local agencies.
If you have any questions, please do not hesitate to contact us.
This opportunity to be of service is sincerely appreciated.
Respectfully submitted,
COMPACTION LABS, INC.
&--
Dale R. Regli, RCE 19393
RKA /pjr
cc: (3) submitted
1 Op"YN &AIDACTIlf-W I ARC .JIVIFf I II 'I
SOIL TESTING
N
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TEST PIT LOCATION SKETCH
PROJECT No. CL-1405
PLATE No. 1
...OMPACTION LABS
SOIL TESTING & INSPECTION SERVICES
EXPLORATION LEGEND
UtlI7IED SOIL CLASSIrXCATION CHART
501!. DESCRZPIOII GROUP SThSOt.
1. COARSE GRAINED, More than half of material is tarcer
than No. 200 stove size.
GRAVELS CLEAN GRAVELS ON
More than half of
coarso fraction is
larger than No. 4 GP
sieve size but
smaller than 3. GRAVELS WITH. VINES CM
(Appreciable amount of. fines) GC
SANDS CLEAN SANDS SW
More than half of
coarse fraction is SP
smaller than No. 4
siev, size. SANDS WITH PINES SM
(Appreciable amount
of fine.) Sc
l!YPZCAI. NAMES
Well graded gravels, gravel-sand mixtures, little or no
fines. Poorly graded gravels, gravel sand mixtures. Little or no
fine,.
Silty gravels, poorly graded
gravel-sand-silt mixtures.
Clayey gravels, poorly
graded gravel-sand, clay
mixtures.
Well graded sand.gravelly
sands, little or no fines. Poorly graded sanda,gravelly
s.utds, little or no fines.
Silty sands poorly graded
sand and silt mixtures.
Clayey sands, poorly graded
sand and clay mixtures.
11. PINE GRAINED. More than
half of material is smaller
than N. 200 sieve size.
SILTS AND CLAYS ML Inorganic silts and very
fin, sands, rock flour, sandy
silt or clayey-silt-sand mixtures with slight plast-icity Inorganic clays of low to medium plasticity, gravelly
clays, sandy clays.silty
clays, lean clays.
Organic silts and organic
Silty clays of low plasticity
Inorganic silts, micaceous
or diatomaceous fin, sandy
or silty soils, elastic
silts.
Inorganic clays of high
plasticity, fat clays.
Organic clays of medium
to high plasticity.
Peat and other highly
organic soils.
Liquid Unit CL
Less than 50
0!.
SILTS AND CLAY! NE
Liquid Unit CH
great., than SO
OH
JIZOMLY ORGANIC .SOXLS P1'
- Water level at time of excavation or as indicated
US Undisturbed, driven ring sample or tube sample
CK - Undisturbed chunk sample
BG - Bulk sample
APPENDIX 'A'
COMPACTION LABS
£ SOIL TESTING & INSPECTION SERVICES
EXPLORATION LOG
3229 Valley Street PROJECT NAME ____________________ DATE LOGGED September 10,1985
Exsisting Grade ONE - ELEVATION ________________________ TEST PIT NO.
= 0
U
U _
_
CL
41 U DESCRIPTION & REMARKS
_
43
0'-
"
4341
CL U E
1.
.4A
00 to E'-'
0 CI cs. 4A
-
ñ C.) [7FB(G 104.3 3.1 35.2 1 - SM Brown, Dry, Loose, SILTY-SAND
(Plowed Ground) 2 BG 121.7 8.3 41.4 2
Orange, Moist, Dense, SILTY-SAND
3
- (Firm Native at 2')
4 SM
5
6
7
8
BG -.
SM Tan-Red, Humid, Dense, SILTY-SANE
10
—
Bottom Of Test Pit Number One
CL-1405 Two
PROJECT NO. PLATE NO.
COMPACTION LABS
SOIL TESTING & INSPECTION SERVICES
CPLORATION LOG
PROJECT 3229 Valley Street DATE LOGGED September 10,1985 NAME ____________________
ELEVATION Exsisting Grade TEST PIT NO. TWO
= 0
_ 4.'
.
u DESCRIPTION & REMARKS
_ U, _ 41
_ C U
3= "41
c 41 4141 41 U,
a. 0. E >,•._.
U).
.0 0 E-' 41
C 00 Z J 0. v1 cj
-
0—
Grey-Brown, Humid, Loose, SILTY-
SM SAND (Plowed Ground)
SM Brown, Dry, Loose, SILTY-SAND BG 93.5 4.0 1.5
2
(Plowed Ground)
BG 52.4 Orange-Brown, Humid, Stiff
3 — SANDY-CLAY
(Firm Native at 2')
4 CX 119.1 6.0 4 CL
5
-
Bottom of Test Pit Number Two
PROJECT NO. CL-1405
• PLATE NO. Three
1
COMPACTION LABS
SOIL TESTING & INSPECTION SERVICES
EXPLORATION LOG
3229 Valley Street PROJECT NAME DATE LOGGED September 10,19
ELEVATION Exsisting Grade TEST PIT NO. ___THREE
0
- 4., CL
0
U DESCRIPTION & REMARKS
- . 'a
41W
'a
CL
E 0. 0 U CL 'a 41 V1 41
"
41 fl
0 00
E
W1 U 0 X CJ 0. a1 (al
F I I 32.6 I 0-1 SM Grey-Brown, Dry, Loose,
SILTY-SAND
(Plowed Ground)
119.5 3.5 1.5
SM Brown, Dry, Dense, 2
SILTY-SAND
(Firm Native at 1.51 )
3
SM Orange, Humid, Dense 4 - SILTY-SAND
CX 118.8 5.0 5 -
6 -
BG 23.4 7
SM Tan-Red, Dry, Dense,
SILTY-SAND
Bottom Of Test Pit Number Three
PROJECT NO. _CL-1405 PLATE NO. Four
COMPACTION LABS
SOIL TESTING & INSPECTION SERVICES
EXPLORATION LOG
PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198
ELEVATION Exsisting Grade TEST PIT NO. FOUR
0
41 41
41
.
_ 41 U
- DESCRIPTION & REMARKS
41 - 1W
CL E .=
00
nw E'fe 0.—
z , 0.. fl V) CJ
SM Grey-Brown, Dry, Loose,
FT SILTY-SAND (Plowed Ground)
- -
SM Brown, Dry, Loose,
SILTY-SAND (Plowed Ground)
2 BG 118.6 2.7 35.8 2
SM Brown. Dry, Dense, SILTY-SAND
(Firm Native at 2')
3 BG 39.1 3 -
SM Orange, Dry, Dense, SILTY-SAND
4 -
5 -
6 -
7 -
8 BG 8 -
SM Tan-Red, Moist, Medium-Dense
9
SILTY-SAND
-
Bottom of Test Pit Number Four
PROJECT NO. CL-1405 PLATE NO. FIVE
11 COMPACTION LABS
SOIL TESTING & INSPECTION SERVICES
EXPLORATION LOG
3229 Valley Street PROJECT NAME
-
DATE LOGGED September 10,198
ELEVATION Exsistin2 Grade TEST PIT NO. FIVE
= 0
-
- 0 =
41 0.cm 4b 0. Go u DESCRIPTION & REMARKS .
41 0'-
0.
419- U 3= 41 =
. 41 4141 ,-41 U,
CL E 0. .
U,> U)41 0.9- E U)
41 0 1. 0 00 X CJ 0. I) CA #1
Grey-Brown, Dry, Loose
IT;
SM SILTY-SAND (Plowed Ground)
- SM Brown, Humid, Dense,
SILTY-SAND (Firm Native at 1.5')
3 'I
SM Orange, Moist, Dense, -
SILTY-SAND
4 -
5
-
Bottom Of Test Pit Number Five
PROJECT NO. CL-1405 PLATE NO. Six
COMPACTION LABS
SOIL TESTING & INSPECTION SERVICES
EXPLORATION LOG
PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198
ELEVATION Exsisting Grade TEST PIT NO. ___
six
__
=
_ 0
-
CL
0 = -
W _
cm U DESCRIPTION & REMARKS
4.' 0. 0 U 4.
=
U,
E E'-
C 00 0'-
SM Grey-Brown, Dry, Loose,
SILTY-SAND (Plowed. Ground)
Brown, Moist, Soft, CLAY
2 BG (Becomes Stiff at 2') 70.0 2 ..CL
a -
4 - Orange, Moist, Medium-Dense
SM SILTY-SAND (Clay Binder)
5 -
6
-
Bottom Of Test Pit Number Six
PROJECT NO. CL-1405 PLATE NO. Seven
COMPACTION LA!, INC.
SOIL TESTING & INSPECTION SERVICES
TABULATION OF TEST RESULTS
OPTIMUM MOISTURE, MAXIMUM DENSITY
Maximum Optimum
Dry Density Moisture
Soil Description Type (lb/cu. ft.) (7. dry wt.)
Brown Silty-Sand P1-1' 132.0 9.0
Grey-Brown Fine Silty-Sand P2-l' 119.7 13.3
Orange-Brown Sandy-Clay P2-2.5' 122.2 13.2
Brown Sandy-Clay P6-21'114.0 17.5
EXPANSION TEST DATA
Sample No.
Condition
Initial Moisture (%)
Air Dry Moisture (%)
Final Moisture (%)
Final Dry Density (pcf)
Load (psf)
Swell (7.)
P2-2.5' P6-2'
Remolded Remolded
13.2 17.7
8.6 11.7
21.7 28.0
109.7 102.5
150.0 150.0
5.6 9.0
01.R.E.CT SHEAR
Sample No. ri-i' - P2-2.5'
Condition Remolded Remolded
Angle of Internal Friction (0) 31 25
Cohesion Intercept (pcf) 300 100
PROJECT NO. CL-1405
PLATE NO. 8
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
RECOMMENDED GRADING SPECIFICATIONS
- (General Provisions)
INTENT
The intent of these specifications is to provide general
procedures in accordance with curretn standard practices
regarding clearing, compacting, natural ground, preparing areas to
receive fill, and placing and compacting of fill soil to the
lines, grades and slopes delineated on the available plans.
Recommendations set forth in the attached preliminary soils
investigation report and/or special provisions are 'a part of the
"Recommended Grading Specifications" and shall supersede the
provisions contained hereinafter in the case of conflict.
INSPECTION & TESTING
A qualified soil engineer shall be employed to inspect and test
the earthwork In accordance with these specifications and the
accepted plans. It will be necessary that the soils engineer Or
his representative be allowed to provide adequate inspection so
that he may certify that the work was or was not accomplished as
specified or indicated. It shall be the responsibility of the
contractor to assist the soil engineer and to keep him appraised
of work schedules, changes, new information and dates, and new
unforeseen soils conditions so that he may make these
certifications.
If substandard conditions (questionable soil, poor moisture
control, inadequate compaction, adverse weather, etc.) are
encountered, the soil engineer will be empowered to either stop
construction until the conditions are remedied or recommend
rejection of the work.
Soil tests used to determine the degree of compaction will be
performed in accordance with the following American Society for
Testing and Materials test methods:
* Maximum Density & Optimum Moisture Content -
ASTM 0-1557-70T
* Density of Soil In-Place - ASTM 0-1556 or ASTM 0-2922
and 3017
APPENDIX 'B'
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
MATERIALS
Those soils used as fill will have a minimum of 40 percent
passing a #4 sieve. They will be free of vegetable matter or
other deleterious substances and contain no rock over six inches
In size. Should unsuitable material be encountered, the soil
engineer will be contacted to provide recommendations.
PLACING AND SPREADING OF FILL
The selected fill material shall be placed In layers which when
compacted will not exceed 6 inches in thickness.
Each layer shall be spread evenly and shall be thoroughly blade
mixed during the spreading to insure uniformity of material in
each layer.
When the moisture content of the fill material is below that
recommended by the soil engineer, water shall then be added until
the moisture content is as specified to assure thorough bonding
during the compacting process.
When the moisture content of the fill material is above that
recommended by the soil engineer, the fill material shall be
aerated by blading or other satisfactory methods until the
moisture content is as specified.
COMPACTION
After each layer has been placed, mixed, and spread evenly, it
shall be thoroughly compacted to not less than 90% relative
compaction. Compaction shall be by sheepsfoot rollers,
multiple-wheel pneumatic tired rollers or other types of
rollers.
Rolling shall be accomplished while the fill material Is at the
specified moisture content. Rolling of each layer shall be
continuous over its entire area and the roller shall make
sufficient trips to insure that the desired density has been
obtained.
The fill operation shall be continued in six inch compacted
layers, or as specified above, until the fill has been brought to
the finished slopes and grades shown on the available plans.
APPENDIX 'B'
41 COMPACTION LABL INC.
SOIL TESTING & INSPECTION SERVICES
WALL BACKFILL
Backfill soil should consist of non-expansive sand. Compactl.an
should be achieved with light hand-held penumatic tampers to
avoid over compaction and hence cause structural damage. Wall
backfill should be compacted to a minimum of 90 percent of
maximum density.
TRENCH BACKFILL
All trench backfill located within structural areas should be
compacted to a minimum of ninety percent of maximum density.
APPENDIX 'B'
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan Check No.
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 to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
I
SCHOO,DISTRICT:
1 Carlsbad Unified
801 Pine Avenue
Carlsbad, CA 92008 (457-4985)
San Marcos Unified
270 West San Marcos Blvd.
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: APN: - -
Project Address: /i9( fMJ' Ce we
RESIDENTIAL: SQ. FT. of living area
______ Number of dwelling units
SQ. FT. of covered area SQ. FT. of garage area
COMMERCIAL/ IND
.0 lkr~ltj 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)
Other
Residential Fee Levied: $OQ 1 3 based on 11 ô sq. ft.@ 'O
Comm/IndustFee Levied:
$___________ based on sq. ft.@
r4 4A a6A;',w4 A-Z'A - ~'J tl % %),T. 1ZLW6 Scho-dijkstrict Official I Title e
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.
RCARLSBAD UNIFIED SCHOOL DISTRICT •
El' CARLSBAD HIGH SCHOOL RECEIPT NO.
El VALLEY JUNIOR HIGH SCHOOL 15601
RECEIVED FROM 1TDATE ( I LS
USE OF SCHOOL FACILITIES/RENTALS $ REIMBUSMENTS $ •
USE OF SCHOOL BUS 'teas $
coo
DAMAGE TO SCHOOL PROPERTY $
DAMAGED OR LOST BOOKS $ ____________ INSURANCE $
SALE OF SURPLUS $ TELEPHONE COMMISSIONS
INCOME ' ABATEMENT El
ACCOUNT NO.
ACCOUNT NO.
ACCOUNT NO.
TOTAL
-&3fl
RECEIVED CASH El CHECK
RECEIVED BY