HomeMy WebLinkAbout1835 MCCAULEY LN; ; 86-579; PermitUSE BALLPOINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
-
- 2r "D'i hó.by affirm that Ian, licensed under
UI:' provision. of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business I '--I; and, Professions Code, and my license is in I
1. fUll fore and effect. .
J,-hereby-affirm that I am exempt from the Cnntrac
Io!:s.cense Law for the following reason (Sec. 7031.5 I Business And Professions Code: Any city or County whict, re
quires a-permit -to Construct. alter..impreve, Ilomolish. or repair any structure, prior toils issuance also requires the ap I
plicant 1w such permit to tile a signed statement that he is liLelised puisaJnt to the' pitivlsloiib SI tile Lo:ltiactnrs License Law (Chapter 9 commencing with Section 7000 of I
Division 301 the Business and Professions Code) or that is ex-
empt therefrom and the basis tSr the alleges exemption Any
violation of Section 7031.5 by an applicant tot a permit sub' i
mdx the applicant 10 Civil penalty of not more than five hun.
- dred dollars 1$5001. - -
ft I. as owner of the property, or my employees with wages i fall as their ante compensation, will do the work, and the struc'
tore is not intended or offered to, sale (Sec 7044. Business I
1 and Professions Code: . 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-
'a ed or offered for sale. II, however, the building or improve- - Z mont is sold within one year of completion. the Owner-builder
will have the burden Of proving that he did not build or im- i
- prove for the purpose at sale). .- - - - -
It I. as owner of the property, am exclusively contracting i
- 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 im- I
proves thereon, and who Contracts for each projects with a - contractor(s) license pursuant to the Contractor's License Law). - -
1 As a homeowner lam improving my home, and the follow- I
fl9 Conditions exist: - - - -
- The work is being performed print to nato - - - 2. I have lived in my home for twelve months I prior to completion at this work. . I 3. I have not claimed this exemption during the last three years. I
lam exempt under Soc. ___________________ . B & P.C.
- for this reason - - - - - - I
--
- 0 I hereby affirm that have u certiticate 01 consent to
sett-insure. or a Certificate 01 Workers Compensation in. I
- surunce. or certified copy thereof (Sec. 3800. Labor Code)
POLICY NO . I
COMPANY - I
Copy is hInd with the city - I
0 ,certified copy is hereby furnished r
IL
CERTIFICATE OF EXEMPTION FROM I
U - WORKERS COMPENSATION INSURANCE
in (This Section need not be completed it the permit -
- • is for one hundred dollars iSieol or less)
- Di ceflily that in the performance 01 the work br which
11 this permit is issued. I Shall not employ any person in any I
manner so as to become subject to the Workers Compen. sation Laws 01 California.
NOTICE TO APPLICANT: If. alter making this Certificate
- at Eoemptioii, you Should become subject to the Workers
Compensation provisions of the Labor Cods, you must I
forthwith comply with Such provisions or this permit shall I
be deemed revoked., - - --
.01 hereby affirm that there in a construction lending
ayeiu.y tui tIm pnifoiiiiaiike Ut the walk tin wtrk,ti this POI-
0P mit is issued (Sec. 3097. Civil Code) zI - - - MIt Lender's Name
—ii - .... -
- L Lender's Address
- CARLSBAD BUILDING DEPARTMENT ' APPLICATION & PERMIT - - - -
-. 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 :
BUSINESS LICENSE A VALUATION PERMIT NUMBER
(i'lc._4iAJ
W.ST.RD. THOMAS BROS NO. DA7OF APPLICATION
/7 - 7q ;j q
L3 I BLOCK CONTRACTOR J iVir CONTRACTORS PHONE a ZONE.
OWNER'S NAME (*.t9r\e.kc
BUILDING SO. FOOTAGE
'fUAA.I 1), -
ONTRACtOR'S AOUHkS5 STATE LICENSE NO.
i.
OWNERS MAILING ADDRESS
OWNCS PH
IDESIGNER'S
PHONEL
ESIGNER DESIGNERS
° R - 73 'i OF WORK
1 yy 000409/01 0101 02B1dPmt 9316.OESCRIPTrON
#DDRESS STATE LICENSE NO. . ..
s.ry LflIW C.b1,3
F/P FLR ELEV. I NO
IES
YO NO ______I
OQC GL
I TU
CENSUS TRACT - IPARKIN SF GRADING PERMIT ISSUED REDEVELOPMENT I TYPE I" 0CC LOAD I FIRE SPR RES U11T5
f
I AREA
- 5 0 N 0 — I "0 N j - I vjJ NX Not Valid Unless Machine Certified —
-
-
QTY. PLUMBING PERMIT - ISSUE 7 OTY. MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER -
EACH FIXTURE TRAP 1 INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PER UOl'810'00-00-8220 —
EACH BUILDING SEWER -
-
OVER 100,000 BTU - - ' - SIGN PERMIT 001-810'00'00'8221
EACH WATER HEATER ANDIOR VENT - __________ -
BOILER/COMPRESSOR UP 103 HP - PLAN CHECK 001-810-00-00-8891
EACH GAS SYSTEM I TO 4 OUTLETS ._.2 BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001'810-00'00'8222 cl c
EACH GAS SYSTEMS OR MORE - . METAL FIREPLACE - ELECTRICAL 001-810-00'00'8223 ___________
EACH INSTAL.. ALTER. REPAIR WATER PIPE . VENT FAN SINGLE DUCT - MECHANICAL 001'810-00-00-8224
EACH VACUUM BREAKER ( MECH EXHAUST HOOD/DUCTS MOBILEHOME 001-810-00'00-8225
WATER SOFTNER. C RELOCATION OF EA FURNACE/HEATER - - SOLAR - - 001-810-00-00-8226
EACH ROOF DRAIN (INSIDE) 2
- ::L DRYER VENT STRONG MOTION 880-519-92-33 L2i •
TOTAL MECHANICAL -
- —
FIRE SPRINKLERS 001-810-00-00-8227
-
- - 1.OIAL Pt UMBING. -PUBLIC FACILITIES FEE 810-00-00-8740
-
BRIDGE FEE 360-810-00-00-8740
OTY. 'ELECTRICAL PERMIT - ISSUE 5 OTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA I
:L NEW CONSTEAAMP-SWiBKRO6 tI'et CARPORT —TI" 312-810-00-00-8835 312-810-00-00-8835 —
I PH 3 PH - . AWNING c :, 311-810-00-00-8835
EXIST BLDG EA AMPISWTBKR - GARAGE - . . FMF - - -
IPH 3 P . . — TAX MAR Q1 )SE 001-810'0O-0O'8162 -
REMODEL'ALTR PER CIRCUIT - . 880-519'92-57
TEMP POLE- 200 AMPS - - . , . -
ity491
- OVER 200AMPS- - ,
SAD
TEMPOCCUPANCY(30DAYS) - -.D gLOPMtrn CESSING SLRYS.
- . CREDIT DEPOSIT <L33,17 '
TOTAL ELECTRICAL
I -
-
TOTAL TOTAL FEES PAYABLE 1 —.
I HAVE CAREFULLY EXAMINED THE COMPLETED --APPLICATION AND PERMIT AND DO HEREBY Expiration Every permit issued by the Building Official under the
I Code shall expire by limitation and become null and void lithe
provisions of this
building or work
* AN OSHA PET IS REQUIRED FOR EXCAVATIONS OVER
CFRTIFY UNDER PFNAI TY OF PFR,IUITY THAT ALL INFORMATION HEREON INCLUDING THE I authorized b7 suchperrilil is riOt Commenced within 100 uiayb trorr, 1155 date ul suCh 50" DEEP AND DEMOLITION OR CONSTRUCTION OF
DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED- TO COMPLY WITH ALL CITY. COUNTY AND STATF I AWS OOVFRNING BIIII.r)ING CON. I abandon81a y time after the work is commenced for o period 01180 days -- STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND
-KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND OWNER f
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE
CONTRACTOR APP OA
GRANTING OF THIS PERMIT
TYPE DATE INSPECTOR
BUILDING
FOUNDATION f p44
REINFORCED STEEL I
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEIJNG
SHEATHING 0 ROOF 0 SHEAR f(.IZ 47 f/c,lni_
FRAME 4i lii
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
SEWER AND BL/CO Ei P)JCO
UNDERGROUND 0 WASTE DWATER
TOP OUT 0 WASTE Cl WATER
TUB AND SHOWER PAN d(
••
GAS TEST i.IcI*v'l
O WATER HEATER 0 SOLAR WATER
ELECTRICAL :
O ELECTRIC UNDERGROUND .CJFFER 'j
_________
ROUGH ELECTRIC l( 14111 i'i.
O ELECTRIC SERVICE 0 TEMPRARY
O BONDING 0 POOL
MECHANICAL
DUCT & PLEM., 0 REF. PIPING
HEAT - AIRCOND.SYSTEMS I ' UIL41\
VENTILATING SYSTEMS
CALL FOR FINAL INSPEC14JON WHEN ALL APPROPRIATE
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS - INSPECTORS NOTES
SOC(IkI REQ IF
CHECKED
INSPECTORS
APPROVAL DATE
SOILS COMPLIANCE
FOUNDATION INSP
PRIOR TO
-. - -
- --
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
.r-,
FIELD WELDING
HIGH STRENGTH
BOLtS
SPECIAL MASONRY
PILES CAISSONS
1
FINAL BUILDING INSPECTION
86-579 3-10-88
PLAN CHECK NUMBER: ___ DATE: _____
PROJECT NAME:
1835 McCauley Ln ADDRESS:
PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.:
sfd 1 TYPE OF UNIT: __________ NUMBER OF UNITS: ________
unk CONTACT PERSON:_______
720-08614 CONTACT TELEPHONE:____
all dept
BY:
DATE
APPROVED _____ DISAPPROVED , INSPECTED ______
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED
COMMENTS:
Rev. 1186\ WHITE: Suspense BLUE: Water DistrlctN: Engineering I.ARY: Utilities PINK: Planning GOLD: Fire
. -
I
FINAL BUILDING INSPECTION
86-579 3-10-88 PLAN CHECK NUMBER: DATE:
PROJECT NAME:
1835 McCauley Ln ADDRESS:
PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.:
sfd 1 TYPE OF UNIT: _________ NUMBER OF UNITS:
unk CONTACT PERSON:
720-0864 CONTACT TELEPHONE:
all dept
INSPECTED DATE MAR t 5 1988
______ BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS:
Rev. 1186 WHITE: Diatric REEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
-
4 00
FINAL BUILDING INSPECTION RECEIVED iiAR 111988
PLAN CHECK NUMBER: 3-10-88 DATE: ___________________
PROJECT NAME:
ADDRESS: 1835 McCauley Ln
PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.:
I TYPE OF UNIT: _________ fd NUMBER OF UNITS:
CONTACT PERSON: Uflk
CONTACT TELEPHONE: 7200864
all dept
V.
INSPECTED,1 fl ô t DATE I
BY: _Qc_i,.__ INSPECTED: £ U APPROVED >cL DISAPPROVED
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS:
Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: PI ng- ire
-WWIL .,-. - ---• -' - -.- - . ---- ., -
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER:
06-579
DATE: 3-10-80
PROJECT NAME:
ADDRESS: 1835 McCauley Ln
PROJECT NO.: UNIT NUMBER: PHASE NO.:
sfd I TYPE OF UNIT: _____________________________ NUMBER OF UNITS: 41? 19(8
unk U.
MAftIJ CONTACT PERSON: C
720-0864 DEP
\ CONTACT TELEPHONE:
all dept
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ cAPPROVED L DISAPPROVED ______
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS:
— '/
/
Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: EngineerinANARY: UtIties NK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 86-579
DATE: 3-10-88
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:_
CONTACT TELEPHONE:.
1835 McCauley Ln
UNIT NUMBER:
sfd NUMBER OF UNITS:
unk
720-0064
all dept
PHASE NO.:
1
DATE
APPROVED DISAPPROVED
INSPECTED
________________________ INSPECTED: ____________ ______ BY: ________________________ ____________ ______
INSPECTED DATE
BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
-I. INSPECTED DATE
BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS:
Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Uttl PINK: Planniig D: Fire
CASHIER'S VALIDATION
SEWER PERMIT APPLICATION
APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER:SE 298
BUILDING PLAN CHECK NUMBER:PC 8 179
BUILDING ADDRESS: 1.'J 1( ( ,k L BUILDING TYPE:
/ V
NUMBER OF EDU'S: V
I LEGAL DESCRIPTION: 4 1 Y'
I-
I ASSESSORS PARCEL NUMBER:,
CALCULATIONS:_______________
0004 09/01 0101. 048anitn 2815.001
I
CONNECTION FEE
(/.)_/i -
COST PER UNIT 1A')rJ xNO. UNITS
LATERAL CHARGE: $
TOTAL CHARGES:
#... I'- qu—
PREPARED BY:
._-• (PRINTED NAME)
OWNER:
MAILING ADDRESS:
(A
CONTRACTOR: .. f- -
MAILING ADDRESS:
COMMENTS: /)) 111021 Th- JR/s /4, gp1,4 ,•, / .1J;1t5 'MQ 1. 0'
1o12 77' r,(/U- V'vt1 i.i ,/j, i&f VbV4I..II 71 V,,cf ? '?, 'ijfLji'/(
WHITE: DPS GREEN: Finance CANARY: Water- PINK: Building GOLD: Applicant
Application for Grading Permit
_ CITY OF CARLSBAD
ENGINEERING DEPARTMENT
1200 Elm Avenue
438.5541
$8-s79 -54 Building Permit Plan Check No. ________________ -S
L)v*. No. 27C'-
PE NO.
Validation by Finance
Department
FOR APPLICANT TO FILL IN
Site Address /835 /84S i'/8s ,
urety Company Bond,Nor" S .
Legal Description MapNo.
ci I. 2.. /3 a' 14-15 2Z OR
Surety Address
Subdivision Name Date Filed -' Recd by
,AV25 1,70.2 47
Owner Phone
A/A/ Zw,i' 729 -S1/
Cash deposit Date filed
$ 2)4/iiO.
Owner's Address The following documents are required and shall become a part
of the grading permit when they are approved.
Grading plans Specifications Plans by Civil Engineer R.C.E."
hi,'2gdt2'A,.' __/Soil report Geologic Report
" Drainage structures ______ Other
"Compaction report
Address Phone S2/' /4<'/4..c''/v 4- 74'J —2238
Soil Engineer R.C.E. Phone
/c4Ez i5A/i2i/AJ 913 -2.23
Grading Contractor Phone
7z7
SPECIAL CONDI!1IONSWHICHARE MADE370
, AVPARTOFTHISPERMIT
Address
s Ale. Authorized hours of operation:
7:00 AM to Sunset, Monday. Friday.
- Party responsible for overall supervision
Haul routes are to be approved by City Engineer. /'fi.4(4Z
Proposed use of grade site
Adequate provisions shall be made for erosion and siltation i5/A4 4 /'A'/'1/LV
Number of cubic yards control.
Cut Fill Import Waste
All slopes shall be planted per City Code. I 2sOcy 7.5 -C /2 y'l '-'-
ProposedScheduIe of - Start Finish All fills to be compacted to at least 90% of optimum
Operations (dates) density unless noted otherwise.
I hereby acknowledge that I have read the application and state that
the information I have provided is correct and agree t&comply with
all City ordinances and State laws regulating excavating and grading, Under City Code Sec. 11.06 170 this grading is: and the provisions and conditions of any permit issued pursuant to 0 REGULAR GRADING . City inspector will make inspections
this application, listed below.
DCONTROLLED GRADING. Private grading engineer shall
Signature of Permittee / observe work, coordinate tests, make reports.
_INSPECTION DATE INSP. SIGNATURE
Owner or authorized agent ---'--'-
Initial . site prep.
ENVIRONMENTAL CLEARANCE
- Date
/.2.
Rough . prior to drains
ElA Log No. Final . slopes planted
By
Compaction reports recd. Grading permit fee $ 32.L an.check fee $,2G74t
Private engr. cert. rec'd. PermitlsuQ0j1 Le
by ''-"--"! - Date d ' Copies: White-Office; Green-Building; '1 Permit Expiration D I ,i+P.6'}..7, ,,'th2 Yellow-Inspector; Pink-Permittee; Goldenrod-Finance p
THIS FORM WHEN PROPERLY VALIDATED ISA PERMIT TO DO THE WORK DESCRIBED
THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560.1468
DATE: El
APPLICANT
DPION
JURISDICTION: C,iy or (I/LSF/U) PLANQCKER
I IL CEQP~
PLAN CHECK NO: * 10Jpff
DDESIGNER
PROJECT ADDRESS: jL/ (4itJU A(!
PROJECT NAME: 5PR
plans transmitted herewith have been corrected where LI The
necessary and substantially comply with the jurisdiction's
building codes.
01
LZi
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
-11
cies identified 5U (1/iS kC(Q.0 are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
fl The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
fl The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
LI The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
D Esgil staff did advise applicant that the plan check has
been completed. Person contacted:______________________
Date contacted: Telephone #________________
REMARKS:(i) tUcrC. c,J PL/\iJ$ r?IptT ?4',iL 7Z /2U.critJC
A IIW/..-'D47/(W 7';,z-6i/t1) 5O/15 C itf,' 91-MI L 'J/iS nC &011.iM6 fP/04(
I4.)1117/A4 771/17- 1 LL- &,/.?MD/iU4 &'/l £',u6 /3w, F U"JD'j 7W),') CX (A ?IOAJ
,410 RtwFoicamziui4 UT/L/fl 7X1AJc,i Acxp, c.b)pL.y LU/rH SO//-S eEt17
By: SYLt' i)LEEi'\ Enclosures:
ESGIL CORPORATION
V
'. ES-AL CORPORATION
•• 9320 CIIESAI'EAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: 12 -/B-. o JURISDICTION
JURISDICTION: Crry or 0 PLAN CHECKER
0 FILE COPY
PLAN CHECK NO: '- 7' if ••-: DUPS
PROJECT ADDRESS: '-fc.C#1toLc-'r ultJE ODESIGNER
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
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
U identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check -list -transmitted herewith iso± yóürinforination.
The .p:lans are being held at Egil Corp.. .until çorrectèd.. . plans arsubmitted for ±eáheck. •• ..• ..
b 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:
iY? ii '.ER. , 111 4- '. '-/A,iJ £71,9-Ec7 , LseDr.
CA 2O2I
U 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: /-/Y 1'L( ER.
L Date contacted: I./I9/9L Telephone # 723-5451
9 REMARKS: . .
By: SyrE ftLEEI4 Enclosures:_____________________
ESGIL CORPORATION
EJ APPLICANT COPY
0 CITY COPY
D PLAN CHECKER COPY
TA
itp of QCar1gtab
JURISDICTION: £.LS,S4.t, DATE________
PROJECT ADDRESS: Ale 14AJI-r-r
TO:
/1/4- 5. ,L14-1J 77-&C—T
4 - ei'. CA 1202.8
PLAN CORRECTION SHEET
Plan Check No. .
Iti' plans received by Jurisdiction_____________
4te plans received by plan checker____________
Date initial plan check completed)/tS(byP
FAREWORD: 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 an laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
te be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (c). 1979 Uniform Building Code.
the approval of the plans does not permit the
violation of any state, county, or city law.
A. PLANS
Please make all corrections on the original
tracings and submit two new sets of printse
and any original plan sets that may have
been returned to you by the jurisdiction.
to: EWWL f0deA710-J. 937o C#e1/)TALL
7E W 2M. S'. ',.J b,Ec,J. CA 121 2 3_
To facilitate rechecking, please identify,'
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
chick sheet with the revised plans.
3)_ 7't /LLCc)/ , .2'7•f ,c€0,,,1
-
/#(//774( P4,t)
7 6t 0,e'EcrE0
LS_'(-P'r
76 -10
cW 7R055- -77OVFoZ.
Ptzjec.r
6mou_u7171(Epi-_7-/1-E
L. ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION: c,1y OF c4L58,P
PLAN CHECK NO: - 571 71
-
PROJECT ADDRESS: '-1C 641UL& 'i ..4i/E
PROJECT NAME:
APPLI
FILE COPY
UPS
DESIGNER
The plans transmitted herewith have been corrected where 0 necessary and substantially comply with the jurisdiction's
building codes. ..
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified . - are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies . 0 identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck. •
•
The check list transmitted herewith isf or your- informat,on.
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:
1-JR.Y. I'll' 'E , 1/14- 5 . A-/,4,,J 77ZE-7 , ILLW(
CA . .
E 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: HJR'( /ThL(./2..
L Date contacted: __ Telephone # 723- 5457
0 REMARKS:
.
. .
.
By:YEE, /LE•EA.4 Enclosures:_____________________
ESGIL CORPORATION
0 APPLICANT COPY
CITY COPY
0 PLAN CHECKER COPY
QCitp of QCarIJiab
JURISDICTION:Ci-,_ DATE_________
PROJECT ADDRESS: Ale IM'JL r
TO: //Y M/LLE
77t(&7-
L,e.a'/c. CA I ZO
PLAN CORRECTION SHEET
Plan Check No.________________
rt' plans received by jurisdiction______________
it plans received by plan checker 12-12-3 6 ____________
Date initial plan check completedI/tS(by fYeD
FAREWORD: PLEASE READ
Plan check is United to technicat.requirements
contained in the Uniform Building Code, Uniform
Plumbing Code. Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped.. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
te be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (a), 1979 Uniform Building Code.
the approval of the plans does not permit the
violation of any state, county or city law.
A. PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction. E& PÔIeAiU,J ?326 C#,WAL
67E:9 24. 6"-,J 1'iE&J, CA gV23_
To facilitate rechecking, please identify.
next to each circled item, the sheet of
the plans upon which each correction On
this sheet has been made and return this
chick sheet with the revised plans.
() 77'-g i4O,.r-)/4/e, T7a14.5
JV/774 /2e44J C/iij - .~T,LL EM4
- 7Z 6 ,S&flC 4N
(*L 5t&xir o/Ls Q&p7-.
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4LcJt,4-77oA1 FoR
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___ -E1&LoPIv1E,JTh-L
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: //-5-9 PLICANT
RISDICT
JURISDICTION:
PLAN CHECK NO:
CITY OF CARLSBAD
.. r . c_.•
FILE COPY
UPS
DEdGNER
PROJECT ADDRESS:
PROJECT NAME: 6id/
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 forrecheck.
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:
tIeAJ/f Aj,ue'f< /1/4- 5 /'/,4/,/ 3r,EEf,
C/i '1ZO2O. / p
D 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: 1-1CAJ9Y
iU_y Date contacted: Telephone #_/23 5457
REMARKS:
BY: 5 re ENCL:________________
ESGIL CORPORATION
ORIN ..PLANN0.
.JURISDI: CITY OF CARLSBAD
TO: ,LiL,9uA r '-//uc--R.
/t/,I/AJ Sr
c. ?2O 26
mxi.___________
PLAN CORROMOR
SDI= FINILYAND DUPLEX ThIL
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date initial plan check completed:
11-5-66 _3 ED/kC-c ,i
Applicant contact person:
,-,c41 E-_Telephone:2ö_5467
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code,
National Electrical Code and state laws
regulating energy conservation, noise
attenuation and access for the handicapped.
The plan check is based on regulations enforced
by the Building Inspection Department. You may
have other corrections based on laws and
ordinances enforced by the Planning Department,
Engineering Department or other departments.
Present California law mandates that
residential construction comply with Title 24
and the following model codes:
1982 UBC (eff. 7/1/85)
1982 UPC (eff. 10/1/85)
1984 NEC (eff. 10/1/85)
1982 UMC (eff. 3/1/85)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items need clarification,
modification or change. All items have to be
satisfied before the plans will be in
conformance with the cited codes and
regulations. Per Sec. 303 (c), 1982 Uniform
Building Code, the approval of the plans does
not permit the violation of any state, county
or city law.
Tospeedup the recheck process. note onthis
list (or a copy) _where each correction item has
been addressed i.e..plan sheet. specification.
etc. Be sure to enclose the marked uplist
when you submit the revised plans.
ND: PAGE NOWRS AIM NOT IN SHIQUXI= AS PAGES HAVM NO MM HZEDI= CMUM=ONS VSBE 1W rT •
Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements
1
3/25/86
A. PLANE
(j.) 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:
)2r( 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) 7.
Y. Plans, specifications and calculations shall
be signed by a California state licensed
engineer or architect. (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 1982 UBC, UMC, and UPC and 1984
NEC.
Indicate distance from center line of street
or alley to property line and distance from
property lines to proposed building.
Section 302 (c).
,9"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.
X. 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 leading
to sleeping rooms or above stair if sleeping
rooms are on upper level. Section 1210.
7. Submit fully dimensioned plot plan drawn to )'A smoke detector shall be installed in the
cale showing location, size, and use of all basement of dwellmnn units havinR a stairway
existing and proposed structures on the lot, which opens from the basement into the dwelling.
Identify property lines and show lot dimensions Such detector shall be connected to a sounding
and all easements. Show location of all cut or device or other detector to provide an alarm
fill slopes and approximate finish floor which will be audible in the sleeping area.
elevations _ all structures .how. Section 1210.
elevations. atall lot corners.
Section 302 (c).
(Z) &tOcAJ ,4IJD ,Cii11tI CJ700 /U PI-kA/S.
2
3/25/86
C. ROM S. LI, VXICI AND GLAZING
,41-11 Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
Section 1207 (b).
Window area must be, at least 1/10 of the
floor area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
)7 Openable window area in habitable rooms
must be 1/20 of the floor area and a minimum of
5 square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. (Section 1205 (a)).
At least 1/2 of the common wall must be
open and have an opening not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
Required windows shall not open into a
roofed porch unless the ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (a).
No habitable room, other than a kitchen,
shall be less than 710" in any dimension.
Section 1207 (c).
Show that ceiling height for habitable
rooms is a minimum of 716". Section 1207 (a).
197 Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum
of 110". Section 1207 (a).
3
3/25/86
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 doors, glazing
adjacent to such doors and glazing adjacent to
walking surfaces. Section 5406.
() 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 leaded on faceted glass.
Section 5406 (d) 7. vJ1i4.Doij 1.' MELT TV exiizy
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.
A mezzanine 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 7 feet, above and below, and must have
the long side open to the room below except for
posts and protective walls or railings not
exceeding 42" in height. Section 1716.
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building Code
definition, a story. Section 1716.
D. RKITS, STAI1AYS. AND RAUMIGS
Floors above the second story shall.have
not less than 2 exits. Section 3303 (a).
Required exit doorways shall be not less
than 36" in width and not less than 618" in
height, and shall be capable of opening at least
90 degrees. Section 3304 (e).
Provide 36" high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railings shall be
less than 611. Section 1711.
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.
Provide stairway and landing details.
Section 3306 (b) & (c).
fl Maximum rise 8" and minimum run is
9".
Minimum headroom is 616".
Minimum width is 30".
handrails per Section 3306 (j), shall
satisfy the following:
Provide handrail for stairways with 4
or more risers. -
Handrail shall be 30" to 34" above the
nosing of treads.
The handgrip portion of handrail shall
be not less than 1 1,4" nor more than
2" in cross-sectional dimension.
(See attached).
4
3/25/86
,31 Every stairwiy landing shall have a
dimension, measured in the direction of travel,
at least equal to the stairway width.
Section 3306 (g).
A door may open over a stairway landing
provided the door, in any position, does not
reduce the clear area of the landing in the
direction of stairway travel, to less than
one-half the required width of the stairway.
Section 3306 (g).
A door may open inward at the top step of 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 30 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.
Spiral stairways may not be used for
required exits when the area served is greater
than 400 sq. ft. Section 3306 (f).
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail, show dimension. 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 shall be done wader special
inspection per the approved fabrication plans.
Section 306 (a) 4B and Section 306 (f).
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).
Exterior stairways shall not project into
the 3 foot setback from the property lines.
Section 3306 (ii).
fr7 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).
K. ROOF33IG
E Specify roof slope.
Roof slope is not adequate for roof type
specified. Table 32-B; Section 3203 (h).
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.
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 3201 (a), Section
2305 (f) and Section 2511 (d) 6.
,% Show roof drains and overflows.
Section 3207.
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide I.C.B.0.
approval number.
7. Plastic skylight must be separated from
each other by at least 4 feet.
Section 5207 (a) 6.
W. 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).
P. MASON
Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Chapter 37.
X. • Show veneer support and connections in
Specify roof material and application. Seismic Zones 3 and 4, comply with Section 3002,
Chapter 32. 4, 5, 6, and Section 2515 (a) regarding ties and
#9 wire in horizontal joints or show
Specify I .C.B.0. or U.L. approval number construction to be per attached sheets
for roof materials not covered in U.B.C., e.g., 30-1 or 30-2.
title, etc., Section 107.
5
3/25/86
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 over 4' in a single pour. Cleanout shall
be sealed before grouting, after inspection.
Section 2414 (a) S.
fri. 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 2312 (i) 3. A.
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).
X. Show a minimum 2" air space and flashing
between planter and building walls.
Section 2516 (c) 7.
G. GNU= Aim CAR
)r(. Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5. B. Section 503 (d).
All elements supporting floor above garage,
including walls supporting floor joists, to have
one-hour fire-resistive protection on the garage
side. Section 503 (a).
Show I 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.
WA 6v6ivi,ç ,50( i-Pb'T
6
3/25/86
76. Openings between carport and residence
require self-closing doors and stationary
windows. Section 1214.
Show garage framing section, size of header
over garage opening, lateral cross bracing at
plate line, method of 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.
X. Doors may open into the garage only if the
floor or landing in the garage is not more than
1/2" lower than the door threshold.
Section 3304 (h).
X. 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).
H.
74. Per soils report, note on the plan the
so ls classification, whether or not the soil is
expansive, and note the allowable bearing value.
Section 2905 (c).
The foundation plan does not comply with
the soil report recommendation for this project.
Please review the report and modify design,
notes and details as required to show
compliance.
6 Provide notes on the foundation plan
isting the soils report recommendations for
foundations, slab and building pad preparation.
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".
Show height of all foundation walls.
Chapter 23.
Show height of retained earth on all
foundation walls. Chapter 23.
80. 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.
Ar Note on plans that wood shall be 6"
minimum above finish grade.
Section 2516 (c) 7.
Note on plans that surface water will drain
/away from building and show drainage pattern and
key elevations. Section 2905 (f).
Dimension foundation per U.B.C. Table 29A:
Floors
Supported* Stemwall Width Depth
1 6" 12" 12"
2 8" 15" 18"
3 10" 18" 24"
*Foundations may support a roof in addition to
the floors. Where only a roof is supported, use
foundation for one floor.
7
3/25/86
Show foundation sills to be pressure
treated, or equal. Section 2516 (c) 3.
$5 Show foundation bolt size and spacing.
Section 2907 (e).
,$. Specify size, I.C.B.0. number and
manufacturer of power driven pins. Show edge
and end distance and spacing.
Section 306 (f).
thhow
. If required by structural calculations,
size, inbednient and location of hold down
anchors on foundation plan. Section 2312 (f).
If hold downs are required by calculations,
to-to on plan that hold down anchors must be tied
in place prior to foundation inspection.
Section 305 (e) 2.
e Show adequate footings under all bearing
s and shear walls. Section 2907 (b).
Show on the elevations, stepped footings
for slopes 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).
Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
,9 Show minimum underfloor access of. 18" x
24". Section 2516 (c).
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).
t Specify that posts embedded in concrete
ll be pressure treated per UBC Std. No. 25-
12.. Section 2516 (c).
X. 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 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
t Note cross bridging or blocking. Floor
sts and rafters 12" or more in depth shall be
supported laterally by bridging at intervals not
exceeding 8 feet, unless both edges are held In
line. Sec. 2506 (g).
Show blocking at ends and at supports of
floor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
Show solid blocking at ridge line and at
exterior walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
Show double joists. Floor joists shall be
doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
3P'I'. 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 ZVI- 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.
AP Show 1/2" minimum clearance between top
plate of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
Show double top plate with minimum 48"
lap splice. Section 2517 (g)2.
Show nailing will be in compliance with
Table 25-Q.
10 Show or note fire stops at the following
locations per Section 2516 (f):
7' 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;
in concealed spaces between stair
stringers at the top and 'bottom of the
run and between studs along and in
line with the run of stairs if the
walls under the stairs are unfinished;
and
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.
31. Show stud size and spacing. Maximum
allowable stud heights; Bearing wall: 2 x 4 and
2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2
x 6 max. 201. Table 25-R-3.
PC Studs supporting two floors, a roof and
ceiling must be3x4or2x6atl6"o.c.
Table 25-R-3.
64a. tk) 6yT' 5-2- Ot 1'/PFE1iJy 6Y1,13OL' Tii 4Jp > Tiz
8
3/25/86
Note an A.I.T.C. certificate of Compliance
for glued laminated wood members shall be given
to the building inspector prior to erection.
Section 306 (f).
111 Detail all post to beam and post to
ooting connections and reference the detail to
the plan. Section 2516 (m).
Detail shear transfer connections,
including roof and floor diaphragms, to shear
walls. Section 2513.
s113 Specify nail size and spacing for all
.yglls floor and roof diaphragms.
Indicate required blocking. Maintain maximum
diaphragm dimension ratio (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.
() Provide truss details and truss
calculations for this project.
p1. Provide roof framing plan and floor
framing plan. Section 302 (a) 7.
Provide framing sections through
Section 320 (a) 7.
Specify all header sizes for opening over
41 -wide. Section 2517 (g) 5.
Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (a) 7.
Show on the plans all structural
requirements developed in the structural
calculations.
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) ie.
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) 4.
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).
Wood stud bearing walls, with studs at 21e"
o.c., require 3 ea. 2 x 4 or 2 en. 2 x 6 or 2
ea. 3 x 4 top plates if supporting either floor
members or roof trusses that are spaced more
than 16" o • c. and do not bear within 5" of the
supporting stud. Section 2517 (g) 2.
Specify plywood grade and panel
identification index. Table 254.
When roof pitch is less than 3:12, design
ridge as a beam. Section 2511 (h).
If foundation cripple wall studs are less
than lie" framing shall be solid blocking.
Section 2517 (g) 4.
Provide calculations for lateral loads,
shear panels, shear transfer and related.
Section 302 (9) 7.
i POST P-i ' s/-/Ot.J-AJ ot4 Fi#6r pta I4-f11itf4 1Pe*1tI
Ves AJOT eAj eVA-r,o'v
21 Sruao Srn'-w. , 47
(g) Pp-i Vi PA-,u CL 0 it' pie& r ti /1LC *
9
3/25/86
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.
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Section 2516 (g) 3.
Show a weep screed at the foundation plate
line on all exterior and stud walls to be
stuccoed. Section 4706 (e).
Show corridor width to be minimum 36".
Section 3305 (b).
Ye Specify truss layout for 30" x 30" attic
access.
1)5' Ridges, hips, and valleys shall be at
least one size larger than supported rafters.
Section 2517 (h) 3.
W. In open beam construction, provide strap
ties across the beams at the ridge support.
Section 2501 (b).
J. MEtAHICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
131 Show the size, location and type of all
heating and cooling appliances or systems.
Show source of combustion air to furnace,
per Chapter 6, UMC.
Every dwelling unit shall be provided with
heating facilities capable of maintaining a room
temperature of 70 degrees F. at 3 feet above the
floor in all habitable rooms. Show basis for
compliance. UBC, Section 1211.
10
3/25/86
314:' Show minimum 30" deep unobstructed working
space in front of furnace. Section 505, UMC.
Xyd' Note on plans, clearances to be per
'manufacturer's listing. Section 504, UMC.
Yd Furnace shall not be installed under any
stairway. Section 704, UMC.
yv( 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.
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.
Note that passageway to the attic furnace
shall be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708, UMC.
Show permanent electrical outlet and
lighting fixture controlled by a switch for the
attic furnace. Section 708, UMC.
Show details to comply with Section 709
for furnace under the floor, or Section 710 for
roof or outside furnace.
~oncombustible
Note on plan: Gas vents and
piping passing through three
floors or less shall be effectively draft
stopped at each floor or ceiling.
UBC, Section 1706 (a) 6.
11MMUCAL (NAITORAL wridCAL Q30E)
All wiring shall comply with the National
Electrical Code.
() Show on the plan the amperage of the
electrical service, the lqcation 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
JP5 Show at least one convenience outlet other
than outlets for laundry, etc., outdoors, in
garages and basements. NEC, Art. 210-52.
C54 13 Note convenience outlets in bathrooms,
outdoors, and in garages and basements (other
than for laundry and similar equipment) shall be
GFI protected, NEC, Art. 210-8.
i l5. Note electrical system ground to be
iirovided per NEC, Art. 250-81.
PUJMBflG (MMUM PW1BDIG amE)
Ld. Show water heater size, type and location •
on plans. UPC, Section 1310.
)81. Show source for providing combustion air
to fuel burning water heater. If wall opening
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.
11
3/25/86
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.
Show T and P Valve on water heater and
show route of discharge line to exterior.
UPC, Section 1007 (e).
).Bi. Provide dryer vent to outside.
UMC, Section 1903.
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved backf low
prevention devices. UPC, Section 1003,
3&S. Shower stall shall accommodate a 30"
circle and have a minimum floor area of
1,024 sq. in. UPC, 909 (d).
NOISE ThiIATICH (IXJPLSE)
Show details of duplex common (party)
walls and floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibles and on Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibles.
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.
State regulations (California Admin. Code)
require that the design satisy one of the
attached alternative energy packages or submit
calculations. The law also requires that many
mandatory conservation items be satisfied.
~,:67) Show on the Title Sheet of the plans, th
required elements of the alternative energy
package that was selected, and next to each
element show how you are complying with each
element. If calculations were used, provide
similar data on the plans.
The plan sheet showing the required
elements of the selected energy package, and
listing the design elements showing compliance
with that selected package, must be signed by
either the owner or a licensed erofessional
i.e., architect, engineer or contractor. A
design professional must note his/her state
license number. Section 1403 of Title 20.
Show on the plans the "R" value for the
walls, floors, ceiling and related areas.
Show double glazing as per Energy Design,
on Glazing Schedule.
Show on the plan how shading requirements
are satisfied. p- A1pL/ceLE
The plans are not in compliance with the
energy conservation compliance package selected
or design calculations provided. Show on plans
conformance as follows:
- , k-& e
JX Specify on the buildinit all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
() Show the size, type, make, model and
location of the space heating (or cooling)
system and pXpv
output BTU/Hr. exceeds 45,000.
0. CARLSBAD S.F.D. & DUPLC SUPPLX
Energy conservation design should be for
Zone 7 • See attached energy packages.
() Floor drains must have auto-prime
(city policy).
q177. Note exhaust fans cannot be ductless type
city policy).
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).
0 180 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).
)B Incorporate the waterproofing details, on
the attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
L AIP-1 Fr 41J IVAT'
0P F- C4-r'l Pb P-N(,
12
3/25/86
() Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 102683.
All new residential buildings, including
additions, require a soils report. Please
submit two copies.
lC Heavy timber framing,, minimum 6" x io"
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).
a185 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,fheck items,
please contact 5 Y&1) /rLE7'11
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 619/438-5525.
Thank you.
Enclosures:
1. A-iA41 T-bur 8C.I06
13
10/6/86
UBC Adopting Ordinance 8792 requires
Fire Retardant roof on all structures
(Sec 18.04.230). Show compliance
with UBC Section 3203(e).
City Ordinance 9792 requires two park-
ing spaces/unit with clear area of
201x20' i.e. no washing machines etc.
Show compliance.
(g 40601"T
/h31 FRMJ7' £J/,LL
1 &t& H -4.
3 1-#1k
P'2am- 041U4 m
frrr-,*& sw&r-& 5u.6m,-r ,eDoI: 7rztJs
Lr-flO4J. 4A)27
SPOW *IV 4UD Pi
PAV,tk PIA-'uS Lci7ô,.J
OF 71)SsS 5y 7RUS~
IDAI77F/ C-77OAJ 4ilI&R,
BUILDING PORTION BUILDING AREA VALUATION -7
MULTIPLI.ER
ALUE
n -
616
Air Conditionlnz
Commercial
Residential
Res. or Comm.
Fire SDrinklers
Total Value
Datez //-5-96 CITY OF CARLSBAD
Prepared byt Bldg. Dept.
6Y9 At 6&4 VALUATION AND PLAN CHECK FEE 9 Esgil
PLAN CHECK NO. IC -c' 7 11
BUILDING ADDRESS 14cCAMJLEY Av CRL.PM
APPLICANT/CONTACT ,4&j,€Y PHONE NO. Z— 54S7
BUILDING OCCUPANCY —3 1 DESIGNER PHONE 45I
TYPE OF CONSTRUCTION /-I CONTRACTOR PHONE__________
Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1)
0 Handicapped Regulations (Fee x 1.065)
Building Permit Fee
Plan Check Fee $ $ 7 'v//__•
C 0 H H C N IS: (a APP(lCA 1((2(ii
8/4/8 2
- 1t.LU UILUK UMIL. & Ir1II1ML,: I
~7~NO.8 ADDRESS IT3 lef DATE /Ør/xPLAN CHECK
/ /
PLANNING
ZONE: J? I
- TYPE OF PROJECT AND USE: 5
SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD
____ SAN MARCUS.____
SETBACKS: FRONT OH— SIDE OK- REAR 01C_-
-
DISCRETIONARY ACTIONS: itli4
REDEVELOPMENT PERMIT REQUIRED:Jj'),4 -
LANDSCAPE PLAN COMMENTS:fl/A
- - ENVIRONMENTAL REQUIRED:___________________________________________________________
COASTAL PERMIT REQUIRED: YES
- - ADDITIONAL COMMENTS:_________________________________________________________________
a,
a,
>-
OK TO ISSUE: .DATE: //J /O/SZ
/t15 728
ENGINEERING
LEGAL REQUIREMENTS
LEGAL DESCRIPTION VERIFIED? APN CHECKED?__________________________
EASEMENTS:
EDU'S: I
IMPROVEMENTS:
PERMITS REQUIRED
- GRADING: FE2.MC.S, çLw eA &
GRADING COMPLETION CERTIFIED:________________
DRIVEWAY: OIK INDUSTRIAL WASTE:___________________________
- FEES REQUIRED
onE
To JA p"40to- A
PARK—IN—LIEU QUADRANT: _I , FEE PER UNIT: 4 79Co TOTAL FEE:_______________
TRAFFIC IMPACT FEE PER UNIT: 2'C)D TOTAL FEE:______________
FACILITIES MGMT. FEE: ,.Z. BRIDGE & THOROUGHFARE FEE: ,jJ,4
SEWER FEE (CONNECT ION):JOe..O 4.ic%F SEWER LATERAL: Q&
ADDITIONAL COMMENTS: Pt4
4Q ,.
a p
OK TO ISSUE: DATE:
DPD2:DPD6:10/24/86 V
1200 ELM AVENUE
CARLSBAD, CA 92008.1989
Office of the City Engineer
TELEPHONE
(619) 4385541
Citp of Cartbab
TO: BUILDING DEPARTMENT / t -
FROM: ENGINEERING DEPARTMENT
DATE: f-2f—P7
ROUGH GRADING APPROVAL FOR PROJECT NO. j1'éT.i
(TRACT or P.E. #)
4e22 dZ2r - ei- e
(PROJECT NAME AND ADDRESS)
(DEVELOPER'S NAME AND ADDRESS)
We have inspected the grading for s ,9t.. or phase
of the above mentioned project. In addition, we have received rough
grading certification from é/rc - , the Soils
Engineer, dated , and from 'AJp i_/A/
the Supervising Grading Engineer, dated—c.- 17 and are satis-
fied that the rough grading has been completed in acc
,ordance with City
standards.
Based on these certifications and our observation, we take no exception to
the issuance of a building permit for ,4... Iz~ or phase
of project ,77ç 47P from a grading
standpoint. This release, however, is not intended to certify the project
from other engineering concerns including site development, water or sewer
availability, or final grading.
Prior to the issuance of a certificate of occupancy, we need to be advised
so that we can verify that final grading and landscaping has been complet-
ed in accordance with the approved plans for the project.
APPROVED:
%roject Grading Inspector /#nstruction' IPecto r
cc: Developer
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X 4-Posts Full bearing for HDR.
2 X 4-Studs 0 16!' O.C.
(e) " X 10" AB'S per panel
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PRELIMINARY SOILS INVESTIGATION
CITY OF CARLSBAD
PARCELS 2 & 3 MINOR SUBDIVISION 721
PARCELS i,2,&3 MINOR SUBDIVISION 728
PREPARED FOR:
JOHN DONALDSON ......
2221 EL CAMINO REAL
OCEANSIDE, CALIFORNIA 92054
PREPARED BY:
WUNDERLIN ENGINEERINGj INC.
504 W. MISSION AVENUE
SUITE 102
ESCONDIDO, CALIFORNIA 92025
(619) 743-2238
WUNDERLIN ENGINEERING, INC.
October 20, 1986
PRELIMINARY SOILS REPORT
CITY OF CARLSBAD
PARCELS 293 MINOR SUBDIVISION 721
PARCELS 12,&3 MINOR SUBDIVISION 728
PROJECT DESCRIPTION:
The project consists of 5 lots ranging in size from 9,500
square feet to 10,470 square feet. The project proposes the
construction of detached single family residencial houses—with
conventional two story wood framing and concrete slabs on grade.
The property is located on the North side of Elm Street, South
of McCanley Lane, between. Valley Street and Monroe Street in
the City of Carlsbad, being a portion of Lot 30of Patterson's
Addition per Map No. 565.
SITE CONDITIONS:
Parcels 2 and 3 of Minor Subdivision No. 721 are gently sloping
to the West at about 5% at an elevation of about 190 feet. The
building areas.are covered with native grasses and are in a
natural state with no cuts or fills. There is an existing cut
bank along the Southerly boundary created during the construction
of Elm.. Street. This cut bank will -not affect the proposed
construction. .
Parcels 1, 2 & 3 of Minor Subdivision No. 728 are sloping Easterly
at slopes ranging from 2% to 50%. There is a ravine and drainage
course which runs between Monroe Street and the Easterly boundary
of said Parcels 1, 2 and 3. Much of the property has been used
as a dumping site for landscape trimmings, asphalt and other
debris. All of this material will be required to be removed
from the site.
SOILS CONDITIONS:
11
The soils on all five properties con.si.st of grey silty sand to
sandy soils.
An area of Parcel 1, 2, & 3of Minor Subdivision No. 728, as
504W. MISSION AVENUE, SUITE 102, ESCONDIDO, CA 92025• (619)743-2238
PRELIMINARY SOILS REPORT
CITY OF CARLSBAD
page 2
SOILS CONDITIONS: (Continued)
shown on the attached plat map, has uncompacted fills which will
require removal and recompaction.
FIELD INVESTIGATION:
A field investigation was made on October 11, 1986. Five trenches
were dug, as shown on the attached plat map, using a backhoe with
a 24 inch bucket. The soil types were uniform, consisting of
grey, silty sand. There were no expansive clays found on the site.
Ground water was not encountered.
The following is a log of the soil stata found in the trenches
shown on the attached plat.
TRENCH DEPTH DESCRIPTION
T-1 surface silty sand
o - 3 silty sand
1-2 surface debris
O - 2 debris
2 - 5 silty sand (uncompacted fill)
5 - 8 silty sand
T-3 surface debris
O - 2 debris
2 - 4 silty sand (uncompacted fill)
4 - 8 silty sand
T-4 surface debris
O - 1 debris
1 - 4 silty sand (uncompacted fill)
4 -8 silty sand
T-5 surface debris
O - 1 silty sand (uncompacted fMl)
1 - 5 silty sand
PRELIMINARY SOILS REPORT
CITY OF CARLSBAD
page 3
CONCLUSIONS AND RECOMMENDATIONS:
All debris shall be removed from the site.
All on-site fills shbll be removed and recompacted under
the supervision of a qualified civil or soils engineer.
Attached is a copy of the Recommended Grading Sepcifications.
It shall be the discretion of the soils engineer to modify
the required site preparation as site conditions require.
The footings shall be 16" by 24" with tow #4 bars, one at
the top and one at the bottom. The slabs shall be 4" of
concrete with 6x6, 10 gage wire mesh over 2" sand, over a 10
mil. vapor barrier.
kWuderllin Enginering, Inc.
.1. tU
Mi hael A. Wunderlin Date
RCE 26671
I
C.
T-7.
-
PR<L3 • ••• ••• • • • • • •. VCL \•
9-4
I. • ...• .•..•• •• ••
kill
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•
• •
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cvr PARCe BAVUL = M H
••. • •
• • • •
I,
RECOMMENDED GIU\DXNG SPECITECATIONS - GENERAL PROVISTONS.
General Intent
The intent of these specifIcations is to establish procedures
for clearing, compacting natural ground, preparing areas to
be filled and-placing and compacting fill soil to the lines
and grades shown on the accepted plans. The recommendations
contained in the preliminary soil investigation report
and/or the attached Special Provii.ons are a part of the
Recommended Grading Specifications and shall supersede the
provisions contained hereinafter in the case of conflict.
INSPECTION AND TESTING
A qualified soil engineer shall be employed to inspect and
test the earthwork in accordance with these specifications.
It will be necessary that.the soil engineer or his representative
provide adequate inspection so that he may certify that the
work was or was not accomplished as specified. It shall be
the responsibility of the contractor to assist the soil
engineer and to keep him appraised of work schedules, chances
and new information and data so that he may make these
certifications.
If, in the opinion of the soil engineer, substandard conditions
/ are encountered, such as questionable soil, poor moisture
c?c,nl r'nt. , I ii.vinqtirt t-n (1n11f)flc2 I:. Ion, nIvi' mo woz I hor , oh'. , Ill-
will be empowered to either stop construction until the
conditions are remedied or corrected or recommend rejection
of the work.
ki
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 Cohtent - A.S.T.M.
0 - 1557 - 70 .
Density ot Soil In-Place - .S.T.M. D - 1556 - 64.
PREPARATION OF AREAS TO RECEIVE FILL
All vegetation, brush and debris shall be removed, piled and
burned or otherwise disposed of. After clearing, the natural
ground shall be scarified to a depth of 6 inches, brought.to
the proper moisture content, compacted and tested for the
minimum density specified in the Special Provisions or the
recommendation contained in the preliminary soil investigation
report.
When the slope of the natural ground receiving fill exceeds
20% (5 horizontal units to ivertical unit), the original
ground shall be stepped or benched. Benches shall be cut to
a firm competent soil condition. The lower bench shall e
at least 10 :Eeèt wide and all other benches at least 6 feet
wide. The horizontal portion of each bench shall, be compacted
prior to receiving fill as specified herein before for
compacted natural ground. Ground slopes flatter than 20%
shall be benched when considered necessary by the soil.
engineer.
FILL MATERIAL
Materials placed in the •f ill shall be approved by the soil
engineer and shall be free of vegetable matter •and other
deleterious suhtanr,es. Granular soil shall con-in sufficient
-
fine materialto fill the voids. The definition and disp
o
s
i
t
i
o
n
of oversized rocks, expansive and/or deterimental Soils are
covered in the Special Provisions. Expansive, soils, soils
of poor gradation.: or strength characteristics may be thorough
l
y
mixed with other soils to provide satisfactory fill material
,
.
but only with the explicit tonsent of the soil engineer.
PLACING AND COMPACTION OF FILL
Approved fill material shall be placed in areas prepared to
receive fill in layers not to exceed 6 inches in compacted
thickness. Each layer shall have a uniform moisture conte
n
t
in the range that will allow the compaction effort to •be
efficiently applied to achieve the specified degree of
compaction. Each layer shall be uniformly compacted to
a
minimum specified density with adequately sized equipment,
either specifically designed for soil compaction or of
proven reliability. The minimum degree of compaction to
b
e
achieved is specified in, either the Special Provisions or
the recommendations contained in the preliminary soil inves
t
i
g
a
t
i
o
n
report.
Field tests and inspections to check the degree of compa
c
t
i
o
n
of the fill will be taken by the soil engineer or his re
p
r
e
s
e
n
t
a
t
i
v
e
.
The location and frequency of the tests shall be at the soi
l
engineer's discretion. In general, the density tests will
be made at an interval not exceeding 2 feet in vertical ris
e
and/or 500 cubic yards of embankment..
SEASON LIMITS
Fill shall not be placed during unfavorable weather conditi
o
n
s
.
When work is interrupted by heavy rain, filling operations
shall not be resumed until the proper moisture content and
density of the fill has been achieved. Damage resulting
from weather shall be repaired before acceptance of work.
UNFORESEEN CONDITIONS
In the event that conditions are encountered during the site
preparation and construction that were not encountered
during the preliminary soilinvestigation, a soils engineer
shall consulted to evaluate the situation and make recommenda-
tions before additional work Is done.
RECOMMENDED GRADING SPECIFICATIONS
SPECIAL PROVISIONS
The minimum degree of compaction to be àbtained in compacting
natural ground, in the compacted fill, and in the compacted
backfill shall be 90 percent.
Detrimentally expansive soil is defined as soil which will
swell more than, 3 percent against a pressure of 150 pounds
per square foot from a condition of 90 percent of maximum
dry density and optimum moisture content to saturation.
Oversized fill material is defined as rocks or lumps over 6
inches in diameter. At least 40 percent of the fill soil
shall pass through a No. 4 U.S. Standard Sieve.
Transitiion Lots: Where transitions between cut and fill
occur within the proposed building pad, the cut portion
should be undercut a minirnu!il of one foot below the base of
the proposed footings and recompacted as structural backfill.
1
SCHOOL FEE COMPLIANCE CERTIFICATION
(Government Code Section 53080(b))
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 School District and returned to the Building Department of the City of Carlsbad.
PROJECT INFORMATION (To be completed by the applicant)
Project Address: -
Project Applicant:
Project Type: XResidential/No. of Dwellings' _Commercial _Industrial
Phased Project: _Yes — No.
Building Permits are for entire project _Yes _No.
Square feet of covered or enclosed space
Plan check or Building Permit No.
Official checking form ____________________ Date ,-J.?27
INFORMATION VERIFICATION (To be completed by the project applicant)
declare under penalty of perjury under
'\ the Laws of the State of California that I am the project applicant for the project
J listed above and that the foregoing information is true and correct.
f Executed this 4day of . , 198, at
California.
FEE CERTIFICATION (To be completed by the School District)
j/ Applicant has complied with fee requirement under Government Code 53080.
Project is subject to an existing fee agreement.
Project exempt from Government Code 53080.
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other
School District Official:
r A/\ 'I I a
-'r 1k
SIGNATURE
- \&c
NAME (PRINT)
'Mc'QS
TITLE
TVA t-1
DATE
4-1644- otoio
PHONE NO.
fi Lc.'L11
L.-
LI I
CORRECTION LIST MAILED
0. GVE
I DATE I
CLEARED *~N7 RD AGREEMENT I)' I SCHOOL FEE FORM 213 1OQ /4. C of 0
DEVELOPMENT PROCESSING SI WE— PERMIT' SIGNED
BUSINESS 11C.
CORRECTION US 571 w Camp
wal PIt:GCORREC
17
PLANNING
.
, ENGINERiN3
uTIu1: H
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cl
-P 7r A:ERDIsR
BUILDING CORRAcTI9fu45 AILED
yfi3 277 — o3c- PDT—_