HomeMy WebLinkAbout1880 PALISADES DR; ; CBR2020-1065; PermitPrint Date: 07/27/2020 Permit No: CBR2020-1065
Building Permit Finaled
Residential Permit
Job Address:
Permit Type:
Parcel #:
Valuation:
Occupancy Group:
1880 PALISADES DR, CARLSBAD, CA 92008-3758
BLDG-Residential
2073810200
$12,000.00
Work Class:
Lot #:
Project #:
Repair
Status:
Applied:
Issued:
05/20/2020
06/01/2020
Finaled Close Out:
#of Dwelling Units:
Track #:
Plan #:
Closed - Finaled
CRenf
Plan Check #:
Project Title:
Inspector:Orig. Plan Check #:Bathrooms:
Description:FOUNDATION STABILIZATION - FOR DOCUMENTATION AND DOES NOT GUARANTEE FIX (E-REVIEW)
Final Inspection:07/27/2020
Bedrooms:Construction Type:
Property Owner: SZEPESY-BEAULIEU FAMILY
3473 CAMINO CORTE
CARLSBAD, CA 92009
Contractor: RAM JACK PACIFIC
8115 WING AVE
EL CAJON, CA 92020-1247
(619) 726-0052
AMOUNTFEE
BUILDING PERMIT FEE ($2000+)$132.70
BUILDING PLAN CHECK FEE (BLDG)$92.89
SB1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-RESIDENTIAL $1.56
SWPPP INSPECTION FEE TIER 1 - Medium BLDG $246.00
SWPPP PLAN REVIEW FEE TIER 1 - MEDIUM $55.00
Total Fees:$529.15 Total Payments To Date:$529.15 Balance Due:$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 760-602-2700 ï 760-602-8560 f ï www.carlsbadca.gov
Building Division Page 1 of 1
{"Cityof
Carlsbad
Plan Check
Est. Value
PC Deposit
Date
B-1 Page 1 of 2 Rev. 06/18
RESIDENTIAL BUILDI NG PERMIT
APPLICATION B-1
Job Address __________________________________________Suite: __________ APN: _________________________
CT/Project #:_________________________________________ Lot #:_________
Fire Sprinklers: YES NO Air Conditioning: YES NO Electrical Panel Upgrade: YES NO
BRIEF DESCRIPTION OF WORK:
________________________________________________________________________
__________________________________________________________________________________________________
APPLICANT (PRIMARY CONTACT) PROPERTY OWNER
Name: ________________________________________ Name: _____________________________________________
Address: ______________________________________ Address: ____________________________________________
City: _________________ State:______Zip: _________ City: ______________________State:______Zip: ___________
Phone: _______________________________________ Phone: _____________________________________________
Email: ________________________________________ Email: ______________________________________________
DESIGN PROFESSIONAL CONTRACTOR BUSINESS
Name: ________________________________________ Name: _____________________________________________
Address: ______________________________________ Address: ___________________________________________
City: _________________ State:______Zip: __________ City: _________________ State:______Zip: _______________
Phone: _______________________________________ Phone: ____________________________________________
Email: ________________________________________ Email: _____________________________________________
Architect State License: __________________________ State License:_____________ Bus. License:_______________
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor’s License Law
{Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she 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 {$500}).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
Addition/New: ____________Living SF, ________ Deck SF, ________ Patio SF, ________Garage SF
Is this to create an Accessory Dwelling Unit? Y N New Fireplace? Y N , if yes how many? _____
Remodel: __________ SF of affected area Is the area a conversion or change of use ? Y N
Pool/Spa: __________ SF Additional Gas or Electrical Features? _____________________________
Solar: _______ KW, ______ Modules, Mounted: Roof Ground , Tilt: Y N, RMA: Y N,
Battery: Y N, Panel Upgrade: Y N
Reroof: ____________________________________________________________________________________
Plumbing/Mechanical/Electrical Only: ___________________________________________________________
Other: ______________________________________________________________________________________
_______________________________________________________________________________________________
CBR2020-1065
12,000
5/20/20
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( City of
Carlsbad
B-1 Page 2 of 2 Rev. 06/18
( OPTION A ): WORKERS’COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers’ compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued.
I have and will maintain worker’s compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers’ compensation insurance carrier and policy number are: Insurance Company Name: _______________________________________________
Policy No. _______________________________ Expiration Date: _______________________
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come
subject to the workers’ compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney’s fees.
CONTRACTOR SIGNATURE: _____________________________________________ AGENT DATE: _______________
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor’s License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s 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).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor’s License Law).
I am exempt under Section __________________Business and Professions Code for this reason:1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. YES NO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors’ license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone /contractors’ license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work):
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
OWNER SIGNATURE: ______________________________________________ AGENT DATE: _______________
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender’s Name: ___________________________________________________ Lender’s Address: ___________________________________________________
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
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? Yes No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
APPLICANT CERTIFICATION:
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.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 Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. CBC section 105.5.
APPLICANT SIGNATURE: __________________________________________________ DATE: ____________________
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From:Dana Williams
To:Rob Montgomery
Subject:FW: APPLICATION FOR BUSINESS LICENSE ID- 14161
Date:Monday, May 18, 2020 8:48:30 AM
-----Original Message-----
From: business.license@carlsbadca.gov <business.license@carlsbadca.gov>
Sent: Monday, May 18, 2020 8:48 AM
To: Dana Williams <dwilliams@ramjackpacific.com>
Subject: APPLICATION FOR BUSINESS LICENSE ID- 14161
Dear Dana Williams,
Thank you! Your new business license application has been received and is being reviewed. Your reference number
is 14161.
If any data was entered incorrectly, please email business.license@carlsbadca.gov and include your reference
number.
The current processing time is 3-4 weeks. Due to the high volume of applications received, we are unable to
expedite the application.
We are sorry for the delay and appreciate your patience during this time.
Sincerely,
Business License Staff
City of Carlsbad
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576
DATE: 5-29-2020 APPLICANT JURIS. JURISDICTION: Carlsbad
PLAN CHECK #.: CBR2020-1065.e SET: I
PROJECT ADDRESS: 1880 Palisades Dr.
PROJECT NAME: Single Family House Foundation Repair with Helical Piles
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 codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant’s copy of the check list has been sent to:
EsGil staff did not advise the applicant that the plan check has been completed.
EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Email:
Mail Telephone Fax In Person
REMARKS:
By: Erich A. Kuchar, P.E. Enclosures: EsGil 5-20-2020
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✓• EsG1I
A SAFEbuilfCompany
TREE PRESERVATION NOTES:
1. ALL HOLES ARE EXCAVATED NEXT TO THE
STRUCTURE FOUNDATION
2. THE TOTAL AREA OF EXCAVATED HOLES < 50 SQFTNORTH
SITE PLAN
1880 PALISADES
DR, CARLSBAD, CA
PROPERTY
LINE
P
A
L
I
S
A
D
E
S
D
R
SCALE: 1/20" = 1'-0"
AREA
OF
WORK
S1 NOTES AND SITE PLAN
S2 GENERAL STRUCTURAL NOTES
S3 GENERAL STRUCTURAL NOTES (CONT.) /
SPECIAL INSPECTION NOTES
S4 STORM WATER QUALITY NOTES
S5 FOUNDATION REPAIR PLAN
S6 PILE AND BRACKET DETAILS
SHEET INDEX
PROJECT DATA
- PROJECT DESCRIPTION: UNDERPINNING OF EXISTING
RESIDENCE FOR FOUNDATION STABILIZATION
- BUILDING CODE: 2019 CBC & 2019 CRC
- APN #: 2073810200
- HOMEOWNER INFORMATION: JIM BEAULIEU
- ADDRESS: 1880 PALISADES DR
- CITY: CARLSBAD
- COUNTY: SAN DIEGO COUNTY
- STATE: CA
- ZIP CODE: 92008-3758
- LEGAL DESCR.: LOT 74\
- ASSESSOR LAND: 148912
- ASSESSOR IMPROVEMENTS: 117637
- ASSESSOR TOTAL: 266550
- ACREAGE:
- LAND USE LU/PLU: 1110 /1110
- BEDROOMS / BATHS: 003 / 025
- TAX STATUS: T
- TAX RATE AREA: 0900
- SUBMAP: 010578
- SUBNAME: CARLSBAD TCT#76-15 UNIT #02
- EXISTING BUILDING FOOTPRINT: 1321 SF (2 STORIES)
- SCOPE OF WORK: 15 HELICAL PIERS
- VALUATION OF WORK: $30,000
- TOTAL DISTURBANCE AREA: 30 SQFT
GEOTECHNICAL INVESTIGATION
RALPH K. JEFFERY
PACIFIC COAST LAND CONSULTING GROUP
1852 LILAC COURT
CARLSBAD, CA 92011
PROJECT #:F.N. 77U-1880-20
DATE: 05/05/2020
ISSUE DATE:
SHEET NO.
DRAWING TITLE:
S1
EUGENE, OR 97440
(541) 393-7363
NOTES AND SITE PLAN
SCALE:
REVISIONS:
PROJECT:
FOUNDATION
UNDERPINNING
(SINGLE FAMILY
DWELLING)
P.O. BOX 10393
SEE PLAN
OWNER:
ADDRESS:
VICINITY MAP
CARLSBAD, CA
JIM BEAULIEU
1880 PALISADES DR
MAY 14, 2020
CBR2020-1065 SET 1 5/20/20
Approved
05/29/2020 9:27:54 AM
BUILDING DIVISION
APPROVED 5/29/20
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1.GENERAL STRUCTURAL NOTES:
REFER TO SUBSEQUENT PLAN AND NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC
TO REFERENCED PROJECT.
NOTES ON DRAWING TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES
2.DESIGN CRITERIA:
BUILDING CODES:
2018 INTERNATIONAL BUILDING CODE (IBC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
DEAD LOADS:
ROOF DEAD LOAD:15 PSF
FLOOR DEAD LOAD:25 PSF
SLAB DEAD LOAD:50 PSF
WALL DEAD LOAD:12 PSF
CONCRETE:150 PCF
LIVE LOADS:
ROOF LIVE LOAD:20 PSF
FLOOR LIVE LOAD:40 PSF
WIND LOAD DESIGN:
SEISMIC DESIGN:
SDS = 0.779g / R = 6.5 / Ie = 1
3.MATERIALS:
BRACKET PLATES - ASTM A36
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI)
PIER TUBES - ASTM A500 GRADE B OR C
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 55 KSI)
EXTERNAL SLEEVE - ASTM A500 GRADE B OR C
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 62 KSI)
PIER CAP - ASTM A529 GRADE 50
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI)
ALL-THREAD RODS - ASTM A193 GRADE B7
(MIN YIELD STRESS, Fy = --- / MIN TENSILE STRESS, Fu = 125 KSI)
STEEL SHAPES - ASTM A36
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI)
SHAFT COUPLER - ASTM A513 TYPE 5
(MIN YIELD STRESS, Fy = 70 KSI / MIN TENSILE STRESS, Fu = 87 KSI)
SHAFT COUPLER HARDWARE - GRADE 8 BOLTS WITH NUTS
HELIX PLATES (ROUND SHAFT) - ASTM A572 GRADE 50
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI)
4.WELDING NOTES:
CONFORM TO AWS D1.1 WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS
REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIAL TO BE WELDED.
STRUCTURAL NOTES
EXPOSURE = C
WIND SPEED = 110 MPH
GUST FACTOR = 0.85
INT. PRESSURE COEF. = -0.18
EXT. PRESSURE COEF. = 0.8
(WW) / -0.5 (LW)
RISK CATEGORY = II
Kzt = 1
Kd = 0.85
Kz = 0.869
Kh = 0.95
hz = 25 FT
5.CORROSION PROTECTION:
SACRIFICIAL DESIGN THICKNESS - CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL
THICKNESS DUE TO CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED
FOR 50-YEAR SCHEDULED SACRIFICIAL THICKNESS LOSS IN ACCORDANCE WITH ICC-ES AC358
6.EXISTING UTILITY LINES
CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION.
7.INSTALLATION:
SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM
INSTALLATION PRESSURE IS TO BE DETERMINED BY THE FOLLOWING EQUATION:
HELICAL PIER INSTALLATION TORQUE (FT-LB): REF. SHEET S6.
[DESIGN WORKING LOAD] X [EMPIRICAL TORQUE CORRECTION FACTOR, KT = 9 FT-1]
INSTALLATION DEPTH MUST BE MINIMUM OF 8'-0" AND 4'-0" INTO BEDROCK OR REFUSAL WITH
THE BEDROCK.
CONTACT ENGINEER ON RECORD IF FIELD CONDITIONS DIFFER.
8.HELICAL PIER SPLICING:
HELICAL LEAD AND EXTENSION ARE TO BE MECHANICALLY SPLICED WITH GRADE 8 BOLTS
WITH NUTS
9.EXCAVATION:
THE PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN
NOTICE TO THE OWNER OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION TO
BE MADE AND SHALL PROVIDE WRITTEN NOTICE TO THE OWNER OF ADJOINING BUILDINGS
10. NOTICE TO APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD:
BY USING THIS PERMITTED CONSTRUCTION DRAWING FOR CONSTRUCTION/INSTALLATION OF
THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY
OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION
MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN
THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA
CONSTRUCTION CODES.
11.NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER:
BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION
OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF
CITY OF SAND DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS,
CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS,
CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION AND, AS REQUIRED BY THE
CALIFORNIA CONSTRUCTION CODES.
12.MATERIAL TESTING:
THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF
SAN DIEGO DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE
INSPECTION.
13.SPECIAL INSPECTION:
THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A
SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING
INSPECTOR. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO,
DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE A SPECIAL
INSPECTION.
14.SOILS INSPECTION:
SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY THE REGISTERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE, WHO HAS PREPARED THE APPROVAL
GEOTECHNICAL INVESTIGATION REPORT.
ISSUE DATE:
SHEET NO.
DRAWING TITLE:
S2
(541) 393-7363
GENERAL STRUCTURAL
NOTES
SCALE:
REVISIONS:
PROJECT:
SEE PLAN
FOUNDATION
UNDERPINNING
(SINGLE FAMILY
DWELLING)
OWNER:
ADDRESS:
EUGENE, OR 97440
P.O. BOX 10393
CARLSBAD, CA
JIM BEAULIEU
1880 PALISADES DR
MAY 14, 2020
CBR2020-1065 SET 1 5/20/20
Approved
05/29/2020 9:28:01 AM
NORTHWEST
ENGINEERING GROUP
✓-EsG1I
A SAFEbuHt' Company
GEOTECHNICAL INVESTIGATION REPORT.
15.REMEDIAL FOUNDATION REPAIR ACKNOWLEDGEMENT:
THE PROPOSED VOLUNTARY FOUNDATION UNDERPINNING OF THE PROPERTY REFERENCED
ABOVE IS INTENDED TO IMPROVE THE EXISTING CONDITIONS BY SUPPORTING THE
FOUNDATION WITH STEEL UNDERPINNING FOUNDED IN COMPETENT SOIL, AND NOT TO
RETROFIT THE BUILDING TO COMPLY WITH CURRENT CODES. NW ENGINEERING GROUP
ACKNOWLEDGES THAT DUE TO EXISTING SOIL CONDITIONS REFERENCED IN THE
GEOTECHNICAL REPORT, THERE IS POTENTIAL FOR FUTURE FOUNDATION MOVEMENT AND
ADDITIONAL REPAIR TO THE FOUNDATION MAY BE NECESSARY.
16.SOIL ENGINEER CONFORMANCE:
A SOILS SPECIAL INSPECTION REPORT (SIGNED, STAMPED AND DATED) BY THE SOIL
ENGINEER OR GEO-TECHNICAL ENGINEER OF RECORD SHALL BE SUBMITTED TO, AND
APPROVED BY THE CITIES BUILDING INSPECTOR VERIFYING SOILS SPECIAL INSPECTION
ITEMS IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO
FOUNDATION CONCRETE PLACEMENT.
17.INSPECTION AND TESTING:
CONTINUOUS INSPECTION IS REQUIRED DURING INSTALLATION PER 2018 IBC SECTION 1705.9
AND 2019 CBC SECTION 1705.9.
LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK
METHOD) AND 2018 INTERNATIONAL BUILDING CODE (IBC) 1810.3.3.1.9 ON 20 PERCENT OF
PIERS AND WILL BE SELECTED BY THE SPECIAL INSPECTOR. AN ALIGNMENT LOAD (AL) SHALL
BE APPLIED TO THE PILE PRIOR TO SETTING THE DEFLECTION MEASURING EQUIPMENT TO
ZERO OR A REFERENCE POSITION. THE AL SHALL BE NO MORE THAN 10% OF THE DESIGN
LOAD. INCREMENTAL LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
TEST LOADING SCHEDULE HOLD TIME MAX. DEFLECTION
% OF DL MIN.IN.
ALIGNMENT = 10 (MAX) 0
25 UNTIL STABLE
50 UNTIL STABLE
75 UNTIL STABLE
100 UNTIL STABLE
125 UNTIL STABLE
150 HOLD FOR CREEP TEST 0.04
(SEE BELOW)
125 UNTIL STABLE
100 UNTIL STABLE
75 UNTIL STABLE
50 UNTIL STABLE
25 UNTIL STABLE
LOAD TEST CREEP ACCEPTANCE CRITERIA SHALL BE NO GRATER THAN 0.04 INCHES WITHIN A
10 MINUTE PERIOD. IF MOVEMENT IS OBSERVED GREATER THAN 0.4 INCHES WITHIN THE 10
MINUTE PERIOD THE LOAD TEST SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES, THE PIER IS
TO BE DEEPENED AND RE-TESTED, OR THE PIER IS TO BE ABANDONED AND REPLACED WITH
A NEW PIER. IF THE LOAD TEST IS TO HELD THE PIER MOVEMENTS SHALL BE MEASURED AT
15, 20, 30, 40, 50, AND 60 MINUTES. THE CREEP VERSUS THE LOGARITHM OF TIME SHALL BE
PLOTTED. IF THE CREEP RATE IS LESS THAN 0.080 INCHES BETWEEN 6 AND 60 MINUTES, THE
LOAD TEST SHALL BE CONSIDERED SUCCESSFUL.
18.HELICAL PIER SPECIAL INSPECTION:
CONTINUOUS SPECIAL INSPECTIONS SHALL BE PERFORMED DURING INSTALLATION OF
HELICAL PILE FOUNDATIONS. THE INFORMATION RECORDED SHALL INCLUDE VERIFICATION
OF MANUFACTURER PRODUCT NUMBERS, INSTALLATION EQUIPMENT USED, PILE
DIMENSIONS, TIP ELEVATION, FINAL DEPTH, TARGET PRESSURE/TORQUE AND DEPTH, FINAL
INSTALLATION PRESSURE/TORQUE AND OTHER PERTINENT INSTALLATION DATA REQUIRED
BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE APPROVED
GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE
REGISTERED DESIGN PROFESSIONAL SHALL BE USED TO DETERMINE COMPLIANCE.
19.STRUCTURAL ENGINEERING CONTACT
CHUCK STEFFENSMEIER, PE
NW ENGINEERING GROUP
P.O. 10393
EUGENE, OR 97440
OFFICE: (541) 393-7393
20.GEOTECHNICAL ENGINEERING CONTACT
RALPH K. JEFFERY
PACIFIC COAST LAND CONSULTING GROUP
1852 LILAC COURT
CARLSBAD, CA 92011
OFFICE: (760) 473-4117
21.REPORT NUMBERS
ICC NUMBER ESR-1854 / LARR NUMBER 25909
STATEMENT OF SPECIAL INSPECTIONS:
A. STRUCTURAL INSPECTION:
CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2019 CBC AND SAN
DIEGO MUNICIPAL CODE. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND
RECORDING THE FOLLOWING:
1. THE INSTALLERS ARE CERTIFIED BY THE MANUFACTURE AND THE EVIDENCE OF INSTALLER
TRAINING AND CERTIFICATION BY REPORT HOLDER AND PROVIDED TO THE CODE OFFICIAL
2. STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE 2019 CBC AND SAN DIEGO MUNICIPAL
CODE (SDMC), CHAPTER 14, ARTICLE 5, DIVISION 18.
3. A PERIODIC INSPECTION SCHEDULE, AS PART OF THE STATEMENT OF SPECIAL INSPECTION
PREPARED BY A REGISTERED DESIGN PROFESSIONAL IS SUBMITTED TO AND APPROVED BY
THE CODE OFFICIAL AS A MINIMUM THE PERIODIC INSPECTION SCHEDULE SHALL INCLUDE
BUT NOT LIMITED TO THE FOLLOWING:
3.1. BEFORE THE START OF WORK: VERIFY MANUFACTURER, VERIFY INSTALLER'S
CERTIFICATION BY THE MANUFACTURER AND CONFIRM HELICAL PILE AND BRACKET
CONFIGURATION COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
3.2. INSTALLATION OF THE FIRST PILE: VERIFY THAT THE LOCATION, INCLINATION,
INSTALLATION TORQUE AND DEPTH OF THE PILES COMPLY WITH APPROVED
DOCUMENTS.
3.3. FIRST CONNECTION TO THE BUILDING STRUCTURE: VERIFY THAT INSTALLATION OF
BRACKETS COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS.
3.4. END OF WORK: VERIFY THAT THE INSTALLATION LOG COMPLIES WITH REQUIREMENTS
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS, VERIFY THAT INSTALLATION
OF ALL STRUCTURAL CONNECTIONS COMPLIES WITH APPROVED CONSTRUCTION
DOCUMENTS.
B. SOIL INSPECTION:
SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY THE REGISTERED DESIGN
PROFESSIONALS IN RESPONSIBLE CHARGE, WHO HAS PREPARED THE APPROVAL GEOTECH
INVESTIGATION REPORT.
ISSUE DATE:
SHEET NO.
DRAWING TITLE:
S3
(541) 393-7363
GENERAL STRUCTURAL
(CONT.) / SPECIAL
INSPECTION NOTES
SCALE:
REVISIONS:
PROJECT:
SEE PLAN
FOUNDATION
UNDERPINNING
(SINGLE FAMILY
DWELLING)
OWNER:
ADDRESS:
EUGENE, OR 97440
P.O. BOX 10393
CARLSBAD, CA
JIM BEAULIEU
1880 PALISADES DR
MAY 14, 2020
CBR2020-1065 SET 1 5/20/20
Approved
05/29/2020 9:28:01 AM
NORTHWEST
ENGINEERING GROUP
✓-EsG1I
A SAFEbuHt' Company
STORM WATER QUALITY NOTES - CONSTRUCTION BMPs
THIS PROJECT SHALL COMPLY WITH ALL CURRENT REQUIREMENTS OF THE STATE PERMIT;
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD (SDRWQCB), SAN DIEGO MUNICIPAL
STORM WATER PERMIT, THE CITY OF SAN DIEGO LAND DEVELOPMENT CODE, AND THE STORM
WATER STANDARDS MANUAL.
PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED
BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:
1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO "STORM WATER STANDARDS MANUAL"
MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED
GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION
PREVENTION `PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL (WPCP) FOR
CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORM WATER QUALITY
MANAGEMENT PLAN (SWQMP) FOR POST-CONSTRUCTION BMPS.
2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION.
INLET PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED
PRIOR TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER
RAIN IS OVER.
3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED
THROUGHOUT THE DURATION OF CONSTRUCTION.
4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS
FOR WHICH THE CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION
AND SEDIMENT CONTROL MEASURES.
5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND
SUPPLIERS ARE AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES.
FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE
OF CORRECTION NOTICES, CITATIONS, CIVIL PENALTIES, AND/OR STOP WORK NOTICE.
6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR
CLEANUP OF ALL SILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND
WITHIN STORM DRAIN SYSTEMS DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND
CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.
7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE
SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER
CONSTRUCTION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT
ARE ACCEPTABLE TO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE
SWPPP/WPCP.
8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND
MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER
EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER.
9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL
IMMEDIATELY STOP THE ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL
NOTIFY THE CITY RESIDENT ENGINEER OF THE DISCHARGE, PRIOR TO RESUMING
CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBRIS FROM
EACH NON-STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN
CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT
LOCATIONS TO FACILITATE RAPID DEVELOPMENT OF CONSTRUCTION BMPS WHEN RAIN
IS IMMINENT.
11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT
CONTROL BMPS TO WORKING ORDER YEAR-ROUND.
12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER
AND SEDIMENT-LADEN DISCHARGES.
13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION.
14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED
SWAPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT
CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND
INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER.
15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE
PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION
CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER, AND
THE CITY RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND
SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED
CONSTRUCTION ACTIVITIES.
16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL
INSPECTIONS AND MAINTAIN ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTION AND
MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER
EVERY RAIN EVEN AND 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE
CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS
SAFETY ALLOWS.
17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE
AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-1OR
CALTRANS FACT SHEET TC-01 TO PREVENT TRACKING OF SEDIMENT AND OTHER
POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL
BE 10' OR THE MINIMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT
WITHOUT BY-PASSING THE ENTRANCE. (a) NON-STORM WATER DISCHARGES SHALL BE
EFFECTIVELY MANAGED PER THE SAN DIEGO MUNICIPAL CODE CHAPTER 4, ARTICLE 3,
DIVISION 3 "STORM WATER MANAGEMENT AND DISCHARGE CONTROL"
ISSUE DATE:
SHEET NO.
DRAWING TITLE:
S4
(541) 393-7363
STORM WATER
QUALITY NOTES
SCALE:
REVISIONS:
PROJECT:
SEE PLAN
FOUNDATION
UNDERPINNING
(SINGLE FAMILY
DWELLING)
OWNER:
ADDRESS:
EUGENE, OR 97440
P.O. BOX 10393
CARLSBAD, CA
JIM BEAULIEU
1880 PALISADES DR
MAY 14, 2020
CBR2020-1065 SET 1 5/20/20
Approved
05/29/2020 9:28:02 AM
NORTHWEST
ENGINEERING GROUP
✓-EsG1I
A SAFEbuHt' Company
FOUNDATION ASSESSMENT PLAN NOTES:
1. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF
DISCREPANCIES BETWEEN FIELD CONDITIONS & THOSE
SHOWN IN THESE DOCUMENTS PRIOR TO
CONSTRUCTION/INSTALLATION OF PIERS
2. PIER SPACING SHALL BE AS INDICATED ON PLAN (7'-6" OC MAX)
3. MAX UNSUPPORTED FOUNDATION SPAN SHALL BE 6'-10"
4. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF
FOUNDATION CRACK IS PRESENT IN THE SPAN BETWEEN
FOUNDATION BRACKETS
5. ALL CONSTRUCTION MATERIALS ON PLANS, ELEVATIONS &
DETAILS ARE (N) U.N.O.
6. THE VERTICAL AND BOTTOM FACES OF THE FOOTING OR
GRADE BEAM MUST, TO THE EXTENT POSSIBLE, BE SMOOTH
AND AT RIGHT ANGLES TO EACH OTHER FOR THE MOUNTING
OF THE SUPPORT BRACKET. THE SURFACES IN CONTACT WITH
THE SUPPORT BRACKET MUST BE FREE OF ALL DIRT, DEBRIS
AND LOOSE CONCRETE SO AS TO PROVIDE FIRM BEARING
SURFACES.
7. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK
REQUIRING SPECIAL INSPECTIONS MUST BE COMPLETED AND
SUBMITTED TO THE INSPECTIONS SERVICES DIVISION.
NORTH
- - - - FLOOR ELEVATIONS TAKEN BY RAM JACK PACIFIC-34"
LEGEND
FOUNDATION & ELEVATION ASSESSMENT PLANFP
- - - - HELICAL STEEL PILE (10.2 KIP CAPACITY)
-2.0"
-2.3"
-2.9"
-3.1"-3.6" -3.5"-3.5"
-1.2"
-1.6"
-0.5"-0.2"
-0.2"0.0"
-0.6"
-0.8" -0.7"
-0.9"
-1.6"-1.5"
-2.0"
-2.3"
-3.5"
-2.2"
2-CAR
GARAGE
A01
A02
A03
A04 A05 A06 A07 A08 A09
A10
A11
A12
A14 A15
A13
SUN
ROOM
SCALE: 3/32" = 1'-0"
- - - - 6x6x3/8" x 8'-0" LONG ANGLE
ISSUE DATE:
SHEET NO.
DRAWING TITLE:
S5
(541) 393-7363
FOUNDATION REPAIR
PLAN
SCALE:
REVISIONS:
PROJECT:
SEE PLAN
FOUNDATION
UNDERPINNING
(SINGLE FAMILY
DWELLING)
OWNER:
ADDRESS:
EUGENE, OR 97440
P.O. BOX 10393
CARLSBAD, CA
JIM BEAULIEU
1880 PALISADES DR
MAY 14, 2020
CBR2020-1065 SET 1 5/20/20
Approved
05/29/2020 9:28:02 AM
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NORTHWEST
ENGINEERING GROUP
✓-EsG1I
A SAFEbuHt' Company
REV 1/20 SEE BACK FOR SPECIAL NOTES
DATE: 5/29/2020
IF CHECKED, APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAL Date Inspector Notes
Type of Inspection Type of Inspection
Code # BUILDING Date Inspector Code # ELECTRICAL Date Inspector
#11 FOUNDATION #31 ELECTRIC UNDERGROUND UFER
#12 REINFORCED STEEL #34 ROUGH ELECTRIC / EV CHARGER
#66 MASONRY PRE GROUT #33 ELEC SERVICE #32TEMPORARY
GROUT WALL DRAINS #35 PHOTO VOLTAIC
#10 TILT PANELS #38 SIGNS
#11 POUR STRIPS BLDG- FINAL
#11 COLUMN FOOTINGS Code # MECHANICAL Date Inspector
#14 SUBFRAME FLOOR CEILING #41 UNDERGROUND DUCTS & PIPING
#15 ROOF SHEATHING #44 DUCT & PLENUM REF. PIPING
#13 EXT. SHEAR PANELS #43 HEAT-AIR COND. SYSTEMS
#16 INSULATION BLDG-FINAL
#18 EXTERIOR LATH Code # COMBO INSPECTION Date Inspector
#17 INTERIOR LATH & DRYWALL #81 UNDERGROUND (11,12,21,31)
BLDG-FINAL #82 DRYWALL,EXT LATH, GAS TES (17,18,23)
Code # PLUMBING Date Inspector #83 ROOF SHEATING, EXT SHEAR (13,15)
#22 SEWER & BL/CO PL/CO #84 FRAME ROUGH COMBO (14,24,34,44)
#21 UNDERGROUND WASTE WTR #85 T-Bar (14,24,34,44)
#24 TOP OUT WASTE WTR BLDG- FINAL OCCUPANCY
#27 TUB & SHOWER PAN FIRE Date Inspector
#23 GAS TEST GAS PIPING A/S UNDERGROUND VISUAL
#25 WATER HEATER A/S UNDERGROUND HYDRO
#28 SOLAR WATER A/S UNDERGROUND FLUSH
BLDG-FINAL A/S OVERHEAD VISUAL
Code # POOLS Date Inspector A/S OVERHEAD HYDROSTATIC
#51 POOL EXCAV / STEEL A/S FINAL
#52 PLUMBING F/A ROUGH-IN
#53 ELEC / CONDUIT/ WIRING F/A FINAL
#54 EQUIPOTENTIAL BOND FIXED EXTINGUISHING SYSTEM ROUGH-IN
#55 PREPLASTER / FENCE/ ALARMS FIXED EXTING SYSTEM HYDROSTATIC TEST
#57 GUNITE FIXED EXTINGUISHING SYSTEM FINAL
BLDG- FINAL MEDICAL GAS PRESSURE TEST
MEDICAL GAS FINAL
IF CHECKED, STORM WATER PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITY
Traffic Demand Management (LDE) 760-602-2750 Allow 48 hours
Fire Prevention 760-602-4660 Allow 48 hours
Planning/Landscape 760-436-7327 Allow 48 hours
CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm
CBR2020-1065
1880 PALISADES DR
FOUNDATION STABILIZATION - FOR
DOCUMENTATION AND DOES NOT
GUARANTEE FIX (E-REVIEW)
INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT
ON THE JOB SITE
TO REQUEST BUILDING INSPECTION CALL: 760-602-2725
OR GO TO: WWW.CARLSBADCA.GOV/BUILDING
REQUESTS MADE BEFORE 3:00PM WILL BE SCHEDULED FOR NEXT
BUSINESS DAY INPECTION
FOR INSPECTION TIMES OR TO SPEAK TO AN INSPECTOR CALL:
760-602-2700 BETWEEN 7:30AM – 8:00AM THE DAY OF INSPECTION
INSPECTION RECORD
If “YES” is checked below that Division’s approval is required prior to requesting a Final Building Inspection. After all below required
approvals are signed off email this card to bldginspections@carlsbadca.gov or bring a COPY of this card to: 1635 Faraday Ave.
C cityof
Carlsbad
Section 5416. Health and Safety Code, State of California
(a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job
site. The water closet shall consist of a patented chemical type toilet.
(b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building
is in progress.
(c) A violation of this section shall constitute a misdemeanor.
All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall
remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the
point indicated in each successive inspection without first obtaining the approval of the inspector.
CONSTRUCTION HOURS: MONDAY – FRIDAY 7AM – 6PM, SATURDAY 8AM – 6PM
NO WORK ON SUNDAYS OR FEDERAL HOLIDAYS
DATE ADDITIONAL NOTES
EXISTING FOOTING
(12"W x 18"H - VERIFY
DIMENSIONS IN
FIELD)
EXISTING SLAB
ON GRADE
EXTERIOR CONCRETE
SLAB (TO BE PARTIALLY
REMOVED AND
RE-POURED WHERE
NECESSARY)
RD.2468 BRACKET
EXISTING EXTERIOR
WOOD FRAMED WALL
TYPICAL HELICAL PILE DETAIL
@ PERIMETER FOOTING
RAM JACK 2 78" HELICAL PILE
W/ UPSET CONNX.
8"-10" HELIX CONFIG.
PILE SERVICE LOAD = 10.2 KIPS
MIN. INSTALLATION TORQUE =
2,300 FT-LBS
SCALE: 3/4" = 1'-0
10"834"65 8"
WILLIAMS FORM #7
COUPLING NUT
4 1/2" Ø BRACKET
SLEEVE
312"1'-0"38" GUSSET PL
(ASTM A36)
38" BENT PLATE
SEAT (ASTM A36)
RD.2468 TOP VIEWRD.2468 SIDE VIEW
RD.2468 FRONT VIEW
38"x3"x78" SPACER
HSS 3 x 3 x 38"
FASTENING STRAP
WILLIAMS FORM #7 HEX
NUT
WILLIAMS FORM #7
THREADED ROD RD.2468 BRACKET LOAD CHART
ULTIMATE PILE
ASSEMBLY CAPACITY 40,600 LBS
ALLOWABLE PILE
ASSEMBLY CAPACITY
(S.F. = 2)
20,300 LBS
BEARING AREA 90 IN²
HSS 3 x 3 x 38"
FASTENING
STRAP
SCALE: 3/4" = 1'-0
SCALE: 3/4" = 1'-0
SCALE: 3/4" = 1'-0
NOTE: ALL RD.2468 WELDS ARE
1/4" THICK MIN. FILLET WELDS
NOTE:
PILES SHOULD BE INSERTED TO
REFUSAL OR A DEPTH OF 4 FEET
INTO BEDROCK, WHICHEVER COMES
FIRST, AND ARE TO BE VERIFIED IN
THE FIELD BY THE ENGINEERING
GEOLOGIST.
ISSUE DATE:
SHEET NO.
DRAWING TITLE:
S6
(541) 393-7363
PILE AND BRACKET
DETAILS
SCALE:
REVISIONS:
PROJECT:
SEE PLAN
FOUNDATION
UNDERPINNING
(SINGLE FAMILY
DWELLING)
OWNER:
ADDRESS:
EUGENE, OR 97440
P.O. BOX 10393
MAY 14, 2020
CARLSBAD, CA
JIM BEAULIEU
1880 PALISADES DR
CBR2020-1065 SET 1 5/20/20
Approved
05/29/2020 9:28:02 AM
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NORTHWEST
ENGINEERING GROUP
✓-EsG1I
A SAFEbuHt' Company
Building Permit Inspection History Finaled
PERMIT INSPECTION HISTORY for (CBR2020-1065)
BLDG-Residential 05/20/2020Application Date:Permit Type:Owner:TRUST SZEPESY-BEAULIEU FAMILY
Repair 06/01/2020Work Class:Issue Date:Subdivision:CARLSBAD TCT#76-15 UNIT#02
12/14/2020Expiration Date:Status:
IVR Number: 26451
Closed - Finaled 1880 PALISADES DR
CARLSBAD, CA 92008-3758
Address:
Scheduled
Date
Inspection Type Inspection No. Inspection
Status
Primary Inspector Reinspection InspectionActual
Start Date
06/16/2020 06/16/2020 BLDG-11
Foundation/Ftg/Piers
(Rebar)
130271-2020 Passed Chris Renfro Complete
COMMENTS PassedChecklist Item
BLDG-Building Deficiency Yes
06/22/2020 06/22/2020 BLDG-Final Inspection 130758-2020 Failed Chris Renfro Reinspection Incomplete
COMMENTS PassedChecklist Item
BLDG-Building Deficiency Not ready. Need Stoop landings poured at
back sliders
No
BLDG-Plumbing Final No
BLDG-Mechanical Final No
BLDG-Structural Final No
BLDG-Electrical Final No
07/27/2020 07/27/2020 BLDG-Final Inspection 133821-2020 Passed Chris Renfro Complete
COMMENTS PassedChecklist Item
BLDG-Building Deficiency Yes
BLDG-Plumbing Final No
BLDG-Mechanical Final No
BLDG-Structural Final Yes
BLDG-Electrical Final No
Monday, July 27, 2020 Page 1 of 1
{cityof
Carlsbad