HomeMy WebLinkAbout2625 ACUNA CT; ; CB921172; PermitCITY OF CARLSBAD
2075 Las pplmss Dr., Cprlsbad, CA 92009
PERMIT AppLIcAnON
City of Csrlsbad Building Dcperbent 2075 Lar Palmas Dr., Carlsbd. CA 92009 (619) 436-1161
%5f- V7L
PLAN CHECK NO.
A - U Commerclal U New Bulldlng
B - 0 Industrial 0 New Building
U Tenant Improvement
0 Tenant Improvement
C -0Reridential OApartment OCondo 0 Single Family Dwelling UAdditio~VrUteration
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical Plumbing
UMechanical OPool 0 Spa WRetaining Wall OSolar OOther
2 FwNEcrmRMA.noN FOR OFFICE USE ONLY
Address 6 5 RGUMA nutldlngor sute NO.
N Lot No. SubdInslon NamefNumber Unlt No.
APlrl: *IS- 4 9 I- IT Phase No.
":
0 2 Energy Calcs 0 2 Structural Calcs 0 2 Soils Report 0 1 Add& Envelope
DESCRlPllON OF WORK EXISLUG USE PRO- USE
w.m. -350 yo- # OF SrORlES P"
NAM%We GAWALITY ADDRESS \IlP tZ&&CHO WC. DR, UL~VWHAIA)
A (It anterent tmm applrcan J
an
NAME
an STATE ZIP CODE DAY TELEPHONE
"'e= eu-0 ADDRESS zbzs mu* Cpr-
cm LA eo5776 STATE ZIP CODE 4&23 DAY TELEPHONE
-0WEJUZ NAME ADDRESS
an STATE ZIP CODE DAY TELEPHONE
STATE LIC. X LICENSE QASS CITY BUSINESS UC. X
CIlY STATE ZIP CODE DAY TEEPHONE STATE LIC. X
Worken' Compensaflon Declaratlon: 1 herebyalllrm that 1 haveacertllxate ok consent toselt-Insure Issued by the LJlrectorot lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, lab. C).
INSURANCE COMPANY mum NO. CENklcate Ot Exemptlon: I cemty that In the pertormance ok the work tor whlch thlS permrt IS Issued, I shall not employ any penon m any manner so as to become subject to the Workers' Compensation laws of California.
EXF'IRATION DATE
SIGNATURE DATE
0 I, as owner of the property or my employee8 with wager as their sole compensation, will do the work and the S~CNE is not intended or
Owner-Burlder Declaranon: I hereby aktlrm that I am exempt trom the c*)ntractofs hcense Law tor the kollowlng reason:
offered for sale (Sec. 7044, Business and Professions Code: The Contractofs License law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.).
0 1, as owner of the property, am exclusivelycontracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
code: ?he Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projem with connactor(s) licensed pursuant to the Contractor's license law).
0 1 am exempt under Section Business and Professions Code for this reason:
any strucfure, prior to is issuance, ab requires the applicant for such permit to file a signed statement that he is licensed punuant to the (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to mnsmet, alter, improve, demolish, or qair
provisions of the Contractofs License law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [SSOO]).
SIGNATURE DATE
~ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
Is the applicant or future building mupant required to obtain a permit from the air pollution control district or air qualiry management district?
Is the facilin, to be constructed within 1.000 feet of the outer boundaw of a school site?
0 YES 0 NO
0 YES 0 NO
LENDER'S NAME LENDER'S ADDRESS m.
1 certlty that 1 have reaa the appllcatlon and state that the abave lnkormatlon IS Correct. I agree lo comply wlth all CI ordmances and State laws relating to building consmetion. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above ment$ned property for inspetion
AND~~wHlMMAYINANYWAYAaaUEAG~~SAID~INODN~~~OFTHECRAKIINGOF~~. pu-. 1~~~~~~~~AND~~THE~OF~AG~~~~~~-
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height
Expiration. Every permit issued by the Building Ofkieial under the provisions of this code shall expire by limitation and become null and void if the
such permit 1s suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building code). building or work authorized by such permit is not commend within 365 days from the date of such permit or if the building or work authorized by
DATE: 4i/ z,h2
WHITE: File yELuIw: Applicant PINK: Finance
. . -* WRITE IT - DON'T SAY IT!
Date // 19 73 /
To HLC 0 Reply Wanted
From "1- ONo Reply Necessary
BUILDING PLANCHECK CHECKLIST
DATE: 5 NOW 92 PLANCHECK NO.CR%’-fk7L
BUILDING ADDRESS: 225 A2UM CT
PROJECT DESCRIPTION: RE?74lAJ.I,NG WALL
ASSESSOR’S PARCEL NUMBER: EST. VALUE
ENGINEERING DEPARTMENT
APPROVAL
The item you have submined for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
subminal; therefore any changes to these items
after this date, including field modifications, must
be reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to
suspension of permit to build.
comply with instructions in this report can result in
DENIAL
Please see the attached report of deficiencies
marked witha Make necessary corrections to
plans or specifications for compliance with
applicable codes and standards. Submit corrected plans and/or specifications to this office for review.
By: Date:
By: Date:
AlTACHMENTQ CONTACT PERSON 0 Dedication Application 0 Dedii Checklist 0 Improvement ~pp~icat~~n
Improvement Checklist NAME 0 Futwe Improvement Agreement
i. ADDRESS: ..
,. ,
. .. PHONE
R”.Inn REV 6/sm
2075 Las Palmas Dr. Carlsbad, CA 92009-1 576 (61 9) 438-11 61 FAX (61 9) 438-0894 @
BUILDING PLANCHECK CHECKLIST
a0 0
1 J 2ndJ 3rdJ
on 0
000
N/A
$0 0
1.
2.
3.
4.
5.
Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow D. Property tines Easements
E. Existing & Proposed Structures E. Easements
C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets
Show on site pian:
A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes
Show on a section drawing or include a note stating that there is a minimum of 6"
difference between the finished floor and the finished grade elevation adjacent to the
structure.
Include note: "Surface water to be directed away from the building foundation at a 296
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)."
[Per 1985 UBC 2907(d)5].
On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.).
Include on title sheet
A. 8ie address
E. Assessor's Parcel Number
C. Legal Description
For commerciaWindustriai buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (rnanufacturlng, warehouse, office,
etc.) previously approved.
MISTING PERMIT NUMBER DESCRIPTION
Pagel df4 RN WW2
BUILDING PLANCHECK CHECKLIST
N/& DISCRETIONARY APPROVAL COMPLIANCE
1stJ 2ndJ 3rdJ 0 0 0 8. Project does not comply with the following Englneering Conditions of approval for
Project No.
Conditions were complied with by: Date:
d/& DEDICATION REQUIREMENTS
0 0 0 7. Dedication for all street Rights-of-way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section
18.40.030.
Dedication required as follows:
~~~~
Attached please Rnd an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the
checklist at the time of resubmittal.
Dedication completed by Date:
IMPROVEMENT REQUIREMENTS
8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds -pursuant to Code Section 18.40.040.
Public improvements required as follows:
Please have a registered CMI Engineer prepare appropriate Improvement plans and submit them together with the requirements on the attached checklist for a separate
plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit.
Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal.
Improvement Plans signed by: Date:
Page2of4
BUILDING PUNCHECK CHECKLIST
lstJ 2ndJ 3rdJ 000 8b. Construction of the public improvements may be deferred pursuant to code Section
property and processing fee of 8 18.40. Please submit a recent property title report or current grant deed on the so we may prepare the
necessary Future improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit.
Future public improvements required as foliows:
000
do 0
00 0
000
do 0
8c. Enclosed please find your Future Improvement Agreement. Piease return signed and notarized Agreement to the Engineering Department.
Future improvement Agreement completed by:
Date:
8d. No Public improvements required. SPECiAL NOTE: Damaaed or defective
imDrovements found adiacent to buildina site must be repaired to the satisfaction of
the Citv insDector Drior to OccuDancv.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11 B6.030
of the Municipal Code.
9a. inadequate information available on Site Plan to make a determination on grading
requirements. include accurate grading quantities (cut, fill import, export).
9b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Gradina Permit must be issued and rouah aradina approval obtained Prior to issuance of a Buildina Permit.
Grading Inspector sign off by: Date:
9c. No Grading Permit required.
BUILDING PIANCHECK CHECKLIST
~\dom~kbnbpmol .Im, Page 3 d 4
c
1
MISCELLANEOUS PERMITS
lstJ 2ndd 3rdJ 0 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Rightof-Way and/or
private work adjacent to the public Right-of-way. Types of work include, but are not
limited to: street improvements, trees, driveways.
A separate Right-of-way permit issued by the Engineering Department is required for
the following:
Please complete attached Right-of-way application form and return to the Engineering
Department together with the requirements on the attached Right-of-way checklist, at
the time of resubmittal.
0 0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page.
0 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
Industrial waste permit accepted by: Date:
Page 4 of 4
CALCULATIONS WORKSHEET
EDU CALCULATIONS: EDU’s:
ADT CALCULATIONS; ADT’s:
N/4 FEES REQUIRED
WITHIN CFD:
0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
0 NO
1. PARK-IN-LIEU FEE
PARK AREA: FEWUNIT:
0 2.TRAFFIC IMPACT FEE
ADT’s: FEWADT:
0 3. BRIDGE AND THOROUGHFARE FEE
ADT’s: FEWADT:
0 4. FACILITIES MANAGEMENT FEE
ZONE: FEUEDU:
0.5. PUBLIC FACILITIES FEE
0 6. SEWER FEES PERMIT No.
EDU’s: FEWEDU:
BENEFIT AREA: FEE:
0 7. SEWER LATERAL REQUIRED (2,500 DEPOSW -
x REMARKS: /-lELc* 8nJ Po pmu e ~~d?~~- -
WAL ~MJ= WM mm OF mm~ ‘TD caw 0cz SLOPE
Od PffDRW
R”.rm REV wws2
W 4
uuuuuu
000000
I I I
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CONCRETE BLOCK WALLS LEVEL OR SLOPING SURCHARGE
STWDARO NO BID4
(10.80)
INSPECTIONS Call for inspections as follows:
A. When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete to be placed.
8. Where CIeaIlout holes are provided: (1) After the blocks have been laid up to a height of 4'. or full height for walls up to 5'. with the steel in place but before the put is poured and, (2) after the first lift is properly
the upper lift is gouted. gouted, the blocks haw been laid up to the top of the wall, with the steel tied securely in place, but before '
Where Clean out holes an povided: After tb blocks have bean laid to the top of the wall, with the steel tied securely in place, but before Touting. C. After grouting is completed and after rock or rubble wall drains are in place but before earth backfill is placed. D. Final inspection when all work has been completed.
WALL HEIGHT Wall height is measured from the top of the footing to the top of the wall. Walls not shown in the tables must be designed spgifically for the existing condition. The walls shown here are designed as walls retaining earth banks from level to a slope of 1 horizontal to 1 vertical (sloping surcharge). There shall be no building foundation, drive-
way, or other loading on the upper level within a distance equal to the height of the wall.
TableA for appropriate wall height and slops of retained earth, read T. R, & K designation & Footing W (Footing width).
USE OF TABLES Determine height of wall to be constructed as derribed above and slope of retained earth. Using
T. R, & K values can then be determined using Table B.
EXAMPLE: Wall height 5'4'': slope of retained earth 3 horizontal to 1 vertical.
FROM TABLE A: T = Type B wall R = Group 5 reinforcing steel
K - Type E key
FTG. Width = 2'4"
FROM TABLE B: Type 8 wall is Type I (res sketch) 8" concrete block. Group 5 reinforcing steel is #4 Bars @ 16" o/c. Type E key is &" wide x 8" deep.
CONCRETE MIX The mix for the concrete used for footings shall be 1 part Portlend cement, 2% sand. and 3% parts 314" maximum size gravel, with rat more than 7 gallons of water par sack of cement.
MORTAR MIX The mix for block mortar shall be 1 Portland cement. 3X sand, and X pan hydrated lima or lime putty. Plastic cement may be usd with 3 parts rand to 1 part Plastic cement.
with water added to pouring consistency without s8gmgation of the gout constituents. Plastic cement shall not be used GROUT MIX The mix for the gout shall be 1 part Portland cemant to 3 parts sand and 2 parts pea gavel (318" aggregate).
for gout.
ALL CELLS SHALL BE FILLED SOLID WITH GROUT
masonry units when gouting of second lift is to be continued at another tim. Rod or vibrate gout within 10 minutes of puring to insure solid condidation. Bring grout to a point 2" from .top of
MORTAR KEY To insure proper bonding between the footing and the first course of block, a mortar key shall bo formad by embedding a flat 2 x 4 flush with and at the top of the freshly poured footing. It should be removed after the concrete has started to harden (approx. 1 hour). A mortar key may bs omitted if the first course of block is set into the fresh con- crete when the footing is poured, and a good bond is obtained.
or ladder mesh shall be placed longitudinally in the mortar joint nvery sixteen inch- as the blocks are laid UP.
HORIZONTAL STEEL Two #3 bars shall be plaed longitudinolly in the footing as shown. Onb #3 bar in center of wall ,
WALL DRAINS Wall bains shall be provided at &foot intervals abng the Iench of the wall and located at the level of
joint in the first course of block. Backfill behind wall drains or open bad joints shall be lome rubble or gavel. ttla bottom course of block. They shall be 4" In diameter. formed by placing 8 block on its side. or leaving out every head
% All footings shall extend at least 12" into undisturbed natural soil. Soil should be dammed pior to placing concrete in footing.
STEEL LAP When one continuous bar cannot be used. a lap or splice of thirty bar diameters shall be used.
SPECIFICATIONS FOR CONCRETE BLOCK WALLS
STLNLIPRD NO
610-6 (10.80)
.
I i I
..
/ DEC 3 1992
F"* ~-clrr~;w-rn-r- / ,?f%xYclL KLI
PROPERTY DEVELOPMENT
I HALBIG
v: 26 2X ACUtdA CT.
FIELD DENSITY TEST RESULT SUMMARY:
Horizontal Location
I I I
.. .
GL. 61Q/743&"
I I
L
INC.
Relative
.Compaction
. L
MAXIMUM DENSITY AND OPTIMUM MOISTURE CONTENT:
Sample
Density Moist. Type
Maximum Optimum Soil Description
(X) ' "
I2 2 I2 A ROCKY SNDY CLAY
(PCF)
L'' .. , ..,