HomeMy WebLinkAbout2630 ABEDUL ST; ; 75-1902; PermitCitv of CARLSBAO. CALIFORNIA 92008 w
Clanof work: NEW 0 AOOlTlON 0 ALTERATION 0 RE?AlR MOVE 0 REMOVE 1
'7 7
INSPECTION RECORD
FINAL
USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. ' .,
" Foundation: O.K. B. Nelson .. ..
11-14-75- Pour: O.K. B.Nelson-
12-22-75 Roof nailing: O.K. B. NElson . '
1-7-76 Frame: O.K. B. Nelson
" O.K. B. Nelson
1-21-76 Drywall: O.K. B. Nelson
"
City of CARLSBAD, CALIFORNIA
I I I I I
USE SPACE BELOW FOR NOTES, FOLLOW-UP. ETC. ~ .
11-4-75 Undergxound Plbg. 0.k. .B. Nelson . . .
11-10-75 Underground copper: O.K. B. Nels,on
12-.22-75 Top. out- B. Nelson
1-6-76 Tub and shower: O.K. B. Nelson
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NEW SERVICE OW EXISTING BLDG. FOR EA. AYERE OF INCRUISE
OR'ABANWIYED FOR A DAY6 AT ANY'TIME AFTER WORK IS COh-
I I I 1 I
USE SPACE BELOW FOR NOTES, FOLLOWUP, ETC.
1-6-76 Rough Electric: O.K. B..-..Nelson
I !
CEILINGS
Batts: Manufacturer Thickness/Type 6" KRAFf R-ValueK
I Blown: Manufacturer Thickness/Type----.. R-value-
Wt. /Bag .^ Sq. Ft. Covered R-value-
FLOORS
Manufacturer Thickness/Type
i
R-value-;
?,
SLAB ON GRADE ,i ,
Manufacturer Thickness/Type R-Valwe
Width of Inches
Ilr; +h
1 .Wanufacturer Thickness/Type *.
4
,
R-value
! GENERAL CONTRACTOR ' ':e., *6 ,' '1 .I I LICENSE #
,.
BUILDING DEPARTMENT
BUILDING ADDRESS: 263d - // OCT 2 11975 , , //
PLANNING DEPARTMENT I
LOT SIZE I OT WIDTH 77
ADDITIONAL COMMENTS
ISSUE PERMIT OCCUPANCY
ENGINEERING DEPARTMENT
R.O.W. 4.s & INDUSTRIAL WASTE ,ilk
IMPROVEMENTS I5TldJc~ SEWER CONNECT10 @~1CWD#lr, r -2 1-79
DRIVEWAY LOCATIONS 0 \c GRADING PERMIT c_
EASEMENTS DOH a DRAINAGE SHEET Qwld
LEGAL DESCRIPTION A 0 r 99 L .c. UPdS, i+ ,/
ADDITIONAL COMMENTS
1
n r7
ISSUE PERMIT & DATE lo- L?- 7 5 OCCUPANCY dY'?$LDATE ,
FIRE DEPARTMENT
SPRINKLING SYSTEM
FIRE PROTECTION EQUIPMENT FIRE ALARMS
EXITS
FIRE HYDRANTS LOCATION
ADDITIONAL COMMENTS
~
ISSUE PERMIT DATE OCCUPANCY DATE
WATER DEPARTMENT
CMWD
ADDITIONAL COMMENTS
ISSUE PERMIT OCCUPANCY
SENT TO PLANNING
RETURNED TO BLDG.
SENT TO ENG. DEPT.
RETURNED TO BLDG. DEPT.
CITY OF CARLSBAD-
BUILDING I)FJ?ARTMRNT
SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN
CORRECTION LIST
WARNING: PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY THE APPLICANT
IN 120 DAYS, AND NO BUIJ.DING.PERMIT IS ISSUED, ARE 'FORFEITED
TO THE CITY.
8 n
JOB ADDPESS:
CXX?IPADR:
z4RcHITECT USE ZONE FIRE ZONE
OXUPANCY
BASIC ALUMABLE BUILDING AREA: . 1st Floor 2nd Floor
3rd Floor 4th Floor
..
TYPE OF CONSTR~ION VALUATION
.
?LID,iABLE INUWGE DUE TO
FEQUIRn, PLANS
1. PLOT Pmv 5. FOUNDATION DETNIS
2. JTXINDATION PLAN 6. STRUCPURAL DETNIS
14. CARRY WATER FIioM
UNDER SIDEMALK mTGH CrJRB INTO ST-
WITH CAST IRON PIPE.
15. PROVIDE ENGINEERING CALCULATIONS FOR __
3. mRPLAN 7. ELEVATION PLANS
4. (;ENEREL FFWClNG 8. RO3F PLAN - 16. PROVIDE SOILS ENGINEER'S REpOHT.SFP N'WS bt.
-.GRADING PERMIT WQUI!uIRED. PLANS To THE APPLIW .. .. 18. FIRE .DE!?T. APPROWX REQVIRED.
A, cORl?ECC PLANS WHEFZ bRRECTION LIST &-- 19. SPECIFY CONCIEE MIX @ 2000 P.S.I. MINI".
B. INCOMPLFTE, INDEFINITE OR FADED DRAWINGS FROM GRADE.
C. REQUIRED ENGINETR'S OR SWVEYOR'S LNDISTURBFDGRADE.
CIRCLED. FLAG' CORRECTI0NS.A OR( L, 20. DIMENSION ForpING SIZES &\B CLEARTL'CE
OR C3XUEU'IONS NCfP ACCEPTABLE. 21. SHCXi DEPTH OF R3YTING.5 EELCW NATURAL OR
CALCuLATIaqS OR PLANS SHALL BE SIWED 22/INDICATE PESURE TREATED FOUNDATION SILL,
IN INK. OR EQUAL.
. D. PLANS k NOT BE USED. P~DE 23/SHoW FOUNDATION BOLT. SIZE, SPACING AND
'. CORRlXT PLOT PLAN, EUJCJDATION PLAN, PENETFXI'ICN INTO CONCRETE.
FLxxlR PIAN, AND ELJWATIONS. '. 24. JSESCATE CLEARANCE FROM GRADE To J3hTOM
IxlEs NOT PERMIT THE V.tOL?.TICN OF ANY 25.- PIER SIZE, SPACING AND DEPTH, INTO
SECTION OF THE BUILDING mDE OR OTHER 'uM)IsTuRBED SOIL. CITY, COW OR ST- LAW. 26."GIRDER SIZE, SPACING AND' DIRECTION.
E. THE APPFOWG OF PLANS AND SPECIFICATICNS OF FmR JOISTS ANI GIRDERS.
27. ~ mm
1. SUBMIT WY DIMENSIONED PLOT PLAN, DRAWN 28. SHOW CONTINUOUS FOUNDATION SUPPOlVING .
To SCALE, INCLUDING ALL EASEMENTS ON SECOND STORY.
PIIDPEKl'Y. 29rGPECIFY MINI" 18"X24" ACCkS OPETJING
2. SHOW ALL EXISTING AND PROPOSED BUILDINGS WITHIN 20' OF BATEKObE. ,'
3. SHOW CORRECT LEG?& DESCRIPTION ON PLAN. WD .
4. SHW ALL OFF SITE IMPKWEMNI'S, DRIVE- 31. SPECIFY UNDERFTKlR VEN'ILATION EQUAL TO
ON PLOT PLAN. 30. SI1OW MINI" 3." CONCRETE Bm E"H AND
WAY APPKIACH, LIQiT STANDARDS, FIRE 2 SQURRE FEET KIR EACH 25 LINEAL FEZ? OF
HYDRANTS, WATER METERS, SUB-STRUTURES, FGUNDATION PLUS ONE OPENING WITHIN 3' OF
TREES, m. EACH CORNER.
5. cORRECT LOT DIMFX'SIONS. 32. STEP EKDI'INGS WEN SLOPE EXCEEDS 1:lO.
6. SHOW EXISTING AND FINISH CONTOUR LINES.
7. SURVEY OF IMT REC)IJIRED.
8. 'INDICATE AIL GRWING TD .BE LOA%.
9. INDICATE mTIONS OF GAnXX DR,
10. INDICATE CLVIERL,INE AND PR3FILE
ll. SLOPE OF DRIVEWAY Wl' To EXCEED 20%. 12. INDICATE FXXi LINES FOR DISPOSAL OF
13. SURFACl?, DRAINNE NOT To DNIIN
..
.\ FRAMING
33.'pRovrbE &€'ICY& I;?IAMING DLTNLS.
35. SPECIFY..FIRE BLLXKING AT WR, CEILING COVE
36.fSlIoW DIAGONN, BRACING AT &!I CORNER AND
AND ST- AND DRIVEWAY.
OF DRIWAY.
~~FSPECIFY ~NIMING LUMBER m BE D.F. #2 OR mr
AND MIDIEIGHT OF WALL5 OVER 10 FFEI' 'N HT.
EVERY 25 LINE& FELT OF IW. (1XG LLT IN
SURFACE WATER. ONLY) .
37. CIARIFY BIZWING OF Wl\LL. - ' 38. SllCX'J SIZE, DIRIXX!ION AND SPACING OF k1J03R
41. JN!iUFFICIP>Fr DL%M SIZE AT 72.. SI ICM *' \ CllILING 1ll~I.Gl:~ - .
42. 1'IUVIIIE IU"I;R '1'1.i:S WfkW CIXLING - "
IN
73 .- SIIGTXEFLTU~~J~SS UIW~NC; m ~(AGL.: I"TE
4' O.C. 74, SI^ BED~M WINCCW AS Emr, SE~ION 1304.
JOISI'S N.ID RAYl'l3?S ARE N1D PAMLLEL. LINE.
43. 1NDICATE RAFII2R SIZE, SPAN, SPACING
44. SIlW PURLINS ON EDGE AND INDICATE
45. BFACE RXF F'RAMING To. PARI'ITIONS.
75r INDICATE ATTIC WILATION PER sEcrIofl
46. INDICATE SOLID SIlIViTHING AND 2x6 76. 'SIIOX ALL' EAW OVERHANG5 AND OONSTRWl'ION
AND DIIUKTION. ELEVATIONS
SIZE.
.'. ' 8 3205 (c).
OR 3x4 STUDS ON FIRST ITLOR OF TI- DILTNLS.
STORY UJSTRUCTION. .77 DIMENSION CIIIbPlfiY €ET&,T AUOVE mF.
47. SHOW SECTION TiFOUGH (2' 0" mVE m1p WITWN 10'0") . 48. SIlm PL?WIXiR DOX DETAILS AND WATER 78. IPbICAm FINISII ANC NATURAL GRADE To
49. INDICATE .F'IASFlING AND hRTERPRXFING 79. .SHoFl FXTERIOR WALL FINISIES. PKDFING, SEC. 2517 C7.
AT ALL EXTERIOR OPENING, CHIMNEYS
AND FCXIF/WALL IWERSECTIONS.
PrnPERTy LINE.
80. INDI~~TE i5# FELT OR mum ON EXTERIOR WALZS.
50. SHW STEEL CI<DWEX ANCIIORS A!l? CEILING @-.- F
LINE. _AY .,I LII .
51. PRDVIDE TYPI&L CHIMNEY DETAILS. INDICATE FCXIETNG MATERIAZ, IJ3CTH & WEATHER 52. S *CIFY 2' MINI" CLEARANCE ON WXID SHINGLES.moc -
ETdEXN CHIMNZY AND !?RVIING. @r 3. SHDd TYPE, SIZE AND SPACING OF mF
PKYX PCST PROTECTION LRIEN BEARING; SHXMING. pf
ON CONCRETE. W&/L . 84. FIRE REIXFDANT RXF RFQUIRED DUE TO ICCATION
54. PFOVIDE PAFTXPJiT DETAILS. IN 55. SPECIFY mom AND mom VENEER 85. ' SPECIFY FXXFING NAILS.
TO COMPLY. WITH cfIApTEF& 24 AND
OF THE UN1FOP.M BUILDING CODE. GARAGES
REQUIRED FOR . 86. GARAGES NOT PERMf!lTED To OPEN INIY)
FIRE ZONE.
56; SPECIFY INSPECTION .CLASS
57. SPECIFY LATH AN0 PLASTER TO CONFORY 87. PH3VIDE
SLEEPING FCOM.
ROVIDE DRIP SCREED 2" Bm MUD SILL.
ON ALL MALLS ANE CEILINGS ADJACENT TO
LIVING CUARTERS. '
SEPARATION
CHAPTER 47 OF THE U.B.C.
ICUTE HOW REQUIRED STRUcmTRAL AND 88. SPECIFY mR/wIND3w
FIRE-RZSISTIVE INTEGRITY hTLL BE OPEXEYG FKE GWAGE/CARIURT mo
"INED. WHERE PEUEIPATION WILZ, ' 89. SPECIFY GO SQUARE IN- OF YFSPTIWTION
, .BE MbE .mR ELECTRIC?, MECHANICAL, WITHIN 6" OF FLOOR OF CXRACZ FOR EACH CAR
PLIIMBING AND COMMUNICATIONS CONDUITS, SPACE. (FOR GARAG3S.OPENING INTO THE
PIPES AND SIMILAR SYSTEMS. SECTION LIVING AREA OF THE RESIDENCE).
'301 D.
60. CLARIFY DIMENSIONS AT
61./SHCW WINiXXV TYPE, SIZES AND IXWIONS.
62.4IQIT AND /OR VENTILATION INADEQUATE
IN
&/lo floor =ea -IC? square feet min.
excent bathrml .
64." DIDICATE ATTIC SCUlTLE (22"~30" MIN.1
65. PKIVIDE DRAFT SEPARATION FOR ATTIC
APXA IN EXCESS OF 2500 SQ. IT. 66. SEPARATE ARER BIWEEN DWPPED CEILING
AND WR AEOVE TO 1000 SQ.IT. MAX.
TO COMEXJSTIBLES.
.. d 67' S ECIFY STALL SIIOWR MIN.. WIDTH 30"
68 SPECIFY W, FINISII IN SlICDER APE&
I" FLCOR NiEA 900 SQ. INCHES.
NOT To BE ADVERSELY AFFIXED BY
. k3ISm To G'Ai?€IVE TIE ITLOR, AND
PIWIDE swmrmm ~RS.
69. '..ill'ER CLOSET MEA MINII"fUI'1 WIDTI1 TO
70. INDICXE PLUMBING N-YIESS AT TUBS,
71. OPENINGS CLOSER TI!AN
BE 30".
LW .
,.
.. SPAIMYS AND EXITS
AS REQUIRED IN SECTION
92. ""-?m PmVIDE WAILS FOR STAIR.
STAIR WIDTH To BE
WELL. 93. 'INDICATE MAXI" RISE
STAIR.
u
105.
VAZVES ON WA'l'El? IlFJYl'ELtS WIT11 DISCIW<GE
LINES TO OUJXDE. SK. 1007.
mER IIEA'I'ER To BE ILKXI'ED IN
2. SHOW TOTAL SQ. FT. OF ALL GLASS
106.
107.
108.
109.
llo .
112. PfBvIDE MINIMUM 100 AMP. SERVICE. mms REQurRE 100 AMP. PANEL
FOR EACH UNIT.
113. S€lW METER L PANEL IKXATION. ~~
@FIIIE WARNINGS SYSTEX. SFC. 1310. (Show)
WfaSTERS AND REIbVN AIR . (SIZE). 115. INDICATE EQUIP& IN ACCOFJF CHECKED :
Ah'CX WITH CHAPTER 7 OF UNIFORM HOUSING Date .. CODE.
AND VENTILATING EQVPMENT. LNSTALLA-
MECHANICAL CODE.
.A. AOCESS E. DUCTS
116:SPECIFY HEATING, AIR-CONDITIONING
' TIONS TO COMPLY WITH THE UNIFORM RECHECKED :
Date
B. IKATION F. LADDER & LICJFP
C. CDMBUSTION AIR G. ENGItkER'S
D. VENTING CALCS FOR MADE AND ARE UNDl3RTKlD By THE
rnF LQADS
THE FOREGOING CORRECTIONS HAVE BEEN
WrnIGNED:
117. INDICWE LC'CATION & TYPE OF FIRE
DAMPERS.
Owner - Or His Authorized Agent
.\
3.
NEW CONSTRUCTION VALUATION WORK SHEET
CNNER: PLAN CHE ?x-Ty K 0.
Types Of Construction:
I & I1 - Steel, Oammte, or PBsonry with Flmrs and Walls Steel or Cmcrete.
I11
N - Masonry~ls, Weed Floors and Interior Walls (Except 1st floor could have conc.sl&) - Steel
ALPHA LABORATORIES, INC.
SOIL&FOUNDATlON ENGINEERING
PROJECT NO: 1333
October 22, 1975
Jim Elmore
2634 Abedul
Carlsbad, California 92008
SUBJECT: Moisture Content of Subgrade Soil, Lot 99, La Costa Meadows,
Unit No. 1, Carlsbad, California
Dear Sir: 1
Per your request a representattve of our firm visited the subject site on
October 21, 1975 to determine the moisture content of the subgrade soil
within the building area of Lot No 99.
'4
The test results are as follows:
Sample Location Sample Depi
Lot No. 99
Center of Pad
:h Below Moi 5 iture Con
Fin'ished Subgrade Percent Dry Weight
ltent
1.5' 15.6
Test results indicate the soil has been properly moistened. We reconmend that
construction continue as scheduled.
Respectfully submitted,
ALPHA LABORATORIES, INC.
7895 Convoy Court - San Diego . California 921'11 - 714/ 292-0660
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Name: James Elmore Phone No. 438-1578
Hailing Address: 2634 Abedul Carlsbad
Service Aaciress: -a% 30 Abedul St
Tract Description: Lot 99 La Costa Meadows #1
Type of Building: sing1e No. Units 1 Connection Charge $500.00
Lateral Size: 4" 6" 8" __ Saddle:
Extra footage: @$ Easement Connection -
Extra depth: @$ Lateral Charge
Total $500.00
How Paid ck#109
The application must be signed by the owner (or his authorized representative) of the
application is submitted.
Property to be served. The total charges must be paid to the District at the time the
District. The service lateral is that part of the sewer system tha.t extends. from the
If a service lateral is required, it will be installed by the Leucadia County Water
main collection line in the street (or easement) to the point in the street (at or near
the applicant's property line) where the service lateral is connected to the applicant's
building sewer. The applicanb. is responsible for the construction, at the applicant,s
expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the
point in the street (or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made
District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED
by the applicant at his expense. The connection must be made in conformity with the
BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICAITI'. THE APPLICANT, OR
HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED.
ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND
INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
After connection is complete, the property described above is subject to a monthly
sewer service charge, billed bi-monthly in advance. The rate will be governed by the
use of the property, single family, multiple dwelling or commercial.. Non-payment of
the sewer service charge is subject to a 5% penalty per month, plus disconnection if
necessary.
rees that the above information given is correct and agrees to
" 2487
Date Account No.
..