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HomeMy WebLinkAbout2469 IMPALA DR; ; CB940318; Permit03/22/94 09 Page 1 of Job Address Permit Type Parcel No: Valuation- Construction Type Occupancy Group: BUI 01 1 2469 IMPALA DR RETAINING WALL L D I N G PERMIT Suite Permit No: Project No, Development No CB940318 A9400445 Lot# 3,975 VN Description: Appl/Ownr 325 SF RETAINING WALL PUBLIC WORKS STANDARD BALDWIN, JAMES 1561 NEPTUNE AVE LEUCADIA, CA 92024 Reference*. 619 Status• Applied: Apr/Issue' i 'Entered' By 436-^6602 ISSUED 03/22/94 03/22/94 . MDP ": * **Fees Required **** * *Fees Collected & Credits * * * Fees Adjustments• Total Fees: Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL 105.00 .00 105.00 Total Credits: Total Payments: Balance Due: Units Fee/Unit • 00 . 00 105.00 Ext fee Data 63.00 41 00 1. 00 105.00 CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr.. Carlsbad. CA 92009 (619) 438-1161 A - U Commercial LTNew Building U Tenant Improvement B - D Industrial D New Building D Tenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition D Relocation D Mobile Home Q Electrical n Plumbing D Mechanical DPool D Spa D Retaining Wall D Solar D Other 2 PROJECT INFORMATION PLAN CHECK NO.( ~ 7J EST VAL PLAN CK DEPOSIT VAIJD BY_ DATE FOR OFFICE USE ONLY Address 2469 Nearest Cross Street IMPALA DR. QR I ON Building or suite LEGAL DESCIuPI ION auixiivision Name/JNumi>er CHECK BELOW II- SUBM11 I hO D 2 Energy Calcs D 2 Structural Calcs d 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ FT 325 RETAINING WALL # OF STORIES 3 (JL)N I AC 1 fliJ NAME CITY 4 APPLICANT NAME CITY KisUN (.it uitierent irom applicant STATE U CON 1 HAU1OH U AUEN 1 STATE ADDRESS ZIP CODE KJK CON 1 KAU 1OR ADDRESS ZIP CODE DAY TELEPHONE LJOWNEH UAGEN1 HJH UWNEH DAY TELEPHONE 5 PKUI'hHIT UWNhR NAME JAMES BALDWIN ADDRESS 1561 NEPTUNE AVE CITY LEUCADIA STATE CA ZIPCODE 92024 DAY TELEPHONE 436-6602 6 7 CUNTKAC71UK NAME SAME CITY STATE STATE LIC # TM-S1UNER NAMIi CITY STATE WOKKKRJT (JOMPENSjVnON ADDRESS ZIP CODE LICENSE CLASS AUDREY ZIP CODE DAY TELEPHONE CITY BUSINESS LIC DAY TELEPHONE # STATE UC # Workers Compensation Declaration J hereby allirm that 1 have a certificate or consent to sell-insure issued by the Director ot Industrial 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 CITATION POLICY NO WCP15414 EXPIRATION DATE 8-1-94 i^ertiticate or Exemption l ccrtily mat in the periormance ot tne worK tor which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNhR-BulLDER DECLARATION Owncr-limlder Declaration I hereby attirm that I am exempt Irom the Contractors License Law tor 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 docs 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 (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 is licensed pursuant to the provisions of the Contractor's 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 [$500]) SIGNATURE DATE COMPLETE THIS 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? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9"UUJMii'rKUCJTlON LliNDlNCj AGENCY 1 hereby attirm that there is a construction lending agency lor the periormance ot the work tor which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPLICANT eM'L'incATloN —— 1 certity that 1 have read the application and stale that the above mlormation is correct ["agree to comply with all City ordinances and Stale laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes \ AI.SO AGREE TO SAVE INDEMNIFY AND KFJiP 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 OSIIA. 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 365 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 (Section 303(d) Uniform Building Code) APPLICANTS SIGNATI CJO*K±A DATE ____ ___ , WHITE. File J YELLOW Applicant PINK: Finance CH&A CORPORATION 3467 Kurtz Street San Diego, CA 92110 (619)225-9641 Job Ho Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEPT 2075 LAS PALMAS DRIVE , CARLSBAD, CA 92009 Distributed To J-C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan number A9300212 Permit CB93Q147 Application Report Ho 13766 Date February 2, 1994 ENGINEER S FRAHKUH RCE CA37766 FIELD INSPECTION REPORT REINFORCED MASONRY DATE OF INSPECTION: 01/20/94 LOCATION OF WORK INSPECTED- Last grout for concrete masonry unit walls/parapet in warehouse portion of building (between line C and line E) . ' .- •,., - CONTRACTOR- Leroy H ^fosl.er Masonry * V ~ •• . SUPPLIES: Superior Ready Mix-Oceanside MIX DESIGH HUMBER- 665P \ DESIGN STRENGTH- 2500 psi COBIC YARDS PLACED: 21 5 PLACEHEHT METHOD- Pump BLOCK SIZE: 8", 12" .„ '' ITEM Placement Reinforcing Steel Consolidation Form Clean SET NUMBER 1 ACCEPT X X X X CYLINDER! REJECT 3 PER SET 3 NOTES - . " * •* - >i; ,.• SLUMP IHCHES AIR PEB'CEHT AMBIENT TEMP TEHPERAT0RE ~F 9 63 74 THE WORK DESCRIBED ABOVE HAS PERFORMED IK ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. INSPECTOR Eric Checketts JOB HOURS 4 0 NUMBER 538 START TIME: 1 30 STOP TIME 5 05 THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES CH&A CORPORATION 3467 Kurtz Street, San Diego, CA 92110 (619)2259641 Job HoJob Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD » BLDG INSPECTION DEPT 2075 LAS PALMAS DRIV* CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CHSA CORPORATION Plan Number A930212 Permit CB930147 Application Report No 118772 ' :"-••" Date February 24, 1994 •; ^ ..-. , ENGINEER S FRANKUM RCE CA37766 - < ,, MASONRY GRODT COMPRESSION TEST REPORT JOB NAME BALDWIN ENGINEERING WAREHOUSE LOCATION IN STRUCTURE TOP OF CONCRETE MASONRY DNIT WALLS/PARAPET ALONG LINES 7 FROM D 7 TO D, D, 1 FROM C TO D, C, 5 FROM C TO C 3 CAST TIME DATE 01/20/94 OF DAY 3 37 SAMPLE It 00253 00254 ••• 00255 DESIGN PSI 2500 .. AGE <ai TEST 7 28 60 LOAD ff 2 DIMENSIONS, INCHES 3 06X3 20 , 3 06X2 98 MIX DESIGN PLANT CODE AREA, SQ INCHES 9 79 9 12 66 5P 34 LOAD, LBS 25710 36970 ., COMPRESS I VE STRENGTH, PSI 2630 4050 DISCARD COMPLIANCE 28 DAY TEST COMPLIES WITH SPECIFICATIONS CH&A CORPORATION 3467 Kurtz Street, San Diego, CA 92110 (619)225-9641 Job No Job Hame Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEPT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Permit CB930147 Application Report Mo 118585 * Date February 3, 1994 ENGINEER S FRANKDM RCE CA37766, HASONRY GROUT COMPRESSION TEST REPORT JOB NAME BALDWIN ENGINEERING WAREHOUSE LOCATION IN STRUCTURE CONCRETE .MASONRY UNIT WALL SAMPLED AT D-2 iBETWEEN 12' & 16' HEIGHT CAST TIME DATE 01/05/94 OF DAY 7 30 ' SAMPLE # 000073 000074 000075 DESIGN PSI 2500 AGE <? TEST 7 28 60 LOAD (f 1 DIMENSIONS , INCHES 3 22X3 00 3 10X3 18 MIX DESIGN PLANT CODE AREA, SQ INCHES 9 66 9 86 ;665P 99 LOAD, LBS 25610 34980 „ „ „ COMPRESS I VE STRENGTH, PSI 2650 3550 DISCARD COMPLIANCE 28 DAY TEST COMPLIES WITH SPECIFICATIONS CH&A CORPORATION 3467 Kurtz Street, San Diego, CA 92110 (619)2259641 Job No Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEFT 2075 LAS FALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A9300212 Permit CB930147 : Application Report No 13726 Date. January 19, 1994 ENGINEER S FRANKDM RCE CA37766 FIELD INSPECTION REPORT REINFORCED HA8OHRY DATE OF INSPECTION: 01/05/94 LOCATION OF WORK INSPECTED: Grout placement in concrete masonry unit wall between 12' and 16' height as follows Grid line E from 2 to 7 Grid lines 2 & 7 from D to E. Grid lines C & D from 1 to 7 Grid lines -1 & 5 from C to D ;l > CONTRACTOR: Baldwin Construction SUPPLIES: Superior Ready Mix, Oceanside MIX DESIGN NUMBER. 665P CUBIC YARDS PLACED: 19 0 MORTAR TYPE/STRENGTH: DESIGN STRENGTH: 2500 psi PLACEMENT METHOD: pump BLOCK SIZE: 8", 12" ITEM Placement Batch Tickets Consolidation SET NUMBER 1 ACCEPT X X X REJECT ... CYLINDERS PER SET 3 grout NOTES ' -v sump INCHES AIR PERCENT AMBIENT TEMP .,: ' TEMPERATURE °F THE WORK DESCRIBED ABOVE HAS PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. INSPECTOR- Sayed Shah JOB HOURS: 4 0 NUMBER: 361 START TIME: 7 00 STOP TIME: 11 00 THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES. CH&A CORPORATION 3467 Kurtz Street, San Diego, CA 92110 (619)225-9641 Job No Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEPT 2015 LAS PALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Report No 118376 Date January 14, 1994 ENGINEER S FRANKUM HCE CA37766 Permit CB930147 Application MASONRY GRODT COMPRESSION TEST REPORT JOB NAME BALDWIN ENGINEERING LOCATION IN STRUCTURE NORTH WALL 8'0" TO 12'0" CAST DATE 12/13/93 DESIGN PSI 2500 TIME OF DAY 1 30 LOAD ft SAMPLE 8 05327 05328 05329 AGE @ TEST 7 28 28 DIMENSIONS , INCHES 3 02X3 14 3.17X3 08 3 20X3 10 MIX DESIGN 665P PLANT CODE AREA, LOAD, SQ INCHES LBS 9 48 9 76 9 92 25490 32660 36080 COMPHESSIVE STRENGTH, PSI 2690 3350 3640 COMPLIANCE TWO 28 DAY TESTS COMPLY WITH SPECIFICATIONS CH&A CORPORATION 3467 Kurtz Street, San Diego, CA 92110 (619)225-9641 Job Ho Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEFT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Permit CB930147 Application Report No 118142 Date January 5, 1994 ENGINEER S FRANKUM RCE CA37766 MASONRY GROUT COMPRESSION TEST REPORT JOB NAME BALDWIN WAREHOUSE LOCATION IN STRUCTURE CONCRETE MASONRY UNIT WALLS IN WEST HALF OF BUILDING, 41 TO 8' ABOVE TOP OF FOOTINGS CAST DATE TIME OF DAY 11/30/93 2 25 SAMPLE # 05082 05083 05084 DESIGN PSI 2500 LOAD » 2 AGE @ DIMENSIONS, TEST INCHES 7 3 01X3 24 28 3 09X2 98 60 MIX DESIGN PLANT CODE AREA, SQ INCHES 9 75 9 20 665F 30 LOAD, LBS 21020 J2980 COMPRESSIVE STRENGTH, PSI 2160 3590 DISCARD COMPLIANCE 28 DAY TEST COMPLIES WITH SPECIFICATIONS Case I Gutter (low line or Toe of slope intersection #•) Continuous C 2 lor H--8 \ \ Exposed face City of CARLSBAD BUILDING DEPT. (ii 36 Roughtnsd Constr Jt -.4+ Starter WeJI " Standard 90° nook for Case II H=12 only•H^ Earth slope at exposed face l|8" for H<10' \V 0" for Hs°10 Omit keys for Optional Typ« Koy SECTION Finished ground line at exposed face f*— Bottom of footin ELEVATION T For Design data, details and notes see Std Plan 617 " Unless otherwise specified use Case II PLAN "^Optional footing linos TYPICAL LAYOUT EXAMPLE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE APWA AGC JOINT COOPERATIVE COMMITTEE 198-1 REINFORCED CONCRETE RETAINING WALL TYPE 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 613-0 SHEET 1 OF 2 H=4'U 4- 4 bors Dimensions above bars indicate minimum distance from top of footing to upper end of bars E'xposed face bars not shown Top of footing PLACEMENT OF VERTICAL REINFOF^CEMENT TABLE OF REINFORCING STEEL, DIMENSIONS AND DATA DESIGN H W f C ~ T BAR (a BAR fb. BAR Ce SOIL PRFS Wf CASE 1 LEVEL BACKFILL + 2' SURCHARGE OR 2 1 BACKFILL 4' 3'-e' o'-io" 2-4 O-IO" 4(33 18 4(S3 I8 650 6' 5-3 O-IO' 3'-ll" O'-IO" 5^015 4C5D 18 630 r 8' 7-1' O'-IO 5-9 O'-IO" 4(ZD 15 6(»i5 4 <S3 18 660 10' 9-4 O'-ll" 8 0' O'-IO" $fi> 1} 1/2 7(6DI3 I/a 4© 18 660 12' 11-9" I - 1 10-5' 1 -0" 6(£> II 1/2 7(53 M 1/2 4© 18 700 CASE II 1-1/2 1 BACKFILL 4' 3 8 ^ O-lO 2^4 " o'-io" 4® 18 4CJDI8 490 6' 5'- 3' O'-IO 3-n' O'-IO" 5<SDI4l/2 4OI8 560 8 7-I' O-IO' 5-9' O'-IO" 4<»I6 7(ZD 16 4(5) 18 6IO 10' __ 9-4' I'-O" 7-H" O'-ll" 5<S)I2 7(tDI2 4(®I8 680 12' IT- id"".. l'-3" 10'- 3" I'-l" 6(» 10 7(SD id__ 4<£>I8 75Q AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER REINFORCED CONCRETE RETAINING WALL TYPE 4 STANDARD PLAN 613-0 SHEET 2 OF 2 DESIGN CRITERIA Design Conditions Dosign H may be exceeded by 6"before going to the next sue Footing key is required except when found unnecessary by the Engineer Special footing design is required where foundation material is incapable of supporting toe pressure loads listed in table Design Data fc = ISOOpsi f'c = 325Opsi fs - 24,OOOpsi n = 10 earth = 120 pcf Case I Equivalent fluid pressure = 36psf max for determination of toe pressure 27psf mm for determination of heel pressure Case JI,jn,iy Walt design is based on Rankme's formula with $ = 33-42' Quantities Quantities do not include the wall portion above "Gutter Elevation"and are for design purposes only Loading Conditions Cose I 2 surcharge Case R 2.1 unlimited surcharge Case JR 1% I 7'limited surcharge Case W // / unlimited surcharge AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER REINFORCED CONCRETE RETAINING WALL DETAILS 617"° STANDARD PL .' 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