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Home My WebLink About2402 ALTISMA WAY; BLDG 5; CB950568; Permit08/14/95 15:47 ' Job Address: 2402 ALTISMA WY Page 1 of 1 Development No: Permit Type: MISCELLANEOUS Valuation: Parcel No: 215-240-17-15 0 Occupancy Group: Construction Type: VN Description: FOUNDATION REPAIR BUILDING PERMIT Project No: A9500838 Permit No: CB950568 Suite : Lot# : Reference#: Status: ISSUED 3178 Oe/l4#$5pWcOi o $20 5/9 5 Ar>r/IM: OS/C?W@O Entered By: MDP Appl/Gwnr : MCMASTER, DAVID 6370 LUSK BLVD. #F200 SAN DIEGO, CA. 619 558-2181 *** Fees Required *** """"""""""" """"""""""_ Adjustments: Fees : Total Fees: .oo 189.00 285.00 Fee description Miscellaneous Fee Miscellaneous Fee * MISCELLANEOUS T Ext fee Data """"""""" """"""""- 189.00 PLANCHK 285.00 PERMIT 474.00 P- APPUCA &471~f PLAN CHECKNO. 4 hn- cL $ City of Carlobad Building Deprtrent 2075 Lao Palms Dr., Carlobad, CA 92009 (619) 435-1161 PIANCXDEFCQT For Residential Proiects Only: From list 2 (see back) give Code of Structure-m: C-PWT 18?.M) Net WGain of Dwelling Units 2 PRCM?LTINmRNunoN FOR OmCE USE ONLY ma pcLfi+v+ VKi Bulldlng or Sulte No, Nearest Cross Street Subdlnslon NamdNumkr Unit No. Phase No. LAmwu%q 9 0 2 Energy &witural Cab Soils Report 0 1 Addressed Envelope STATE 0 AG NAME (last name first) . ,_~~ STATE & ZIP CODE qfld DAY TELEPHONE 9%- 2161 STATE LIC. # 49- , -- ..~ , r Workers' bmpensatlon Mlaratlon: 1 hereby attlrm that 1 have a cemtlcate ot consent to sell-Insure lssued by the Ulrector ot lndusmal 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 tiled with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY CErmcate ot Uxempuon: I certlty that In the pertarmance ot the Work for whlch thls perm~t IS issued, 1 shall not employ any penon !n any manner so as to become subject to the Workers' Compensation Laws of California. POLICY NO. EXPIRATION DATE SIGNATURE DATE 0 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 uwner-numer ~ec~arauon: I hereby atnrm that I am exempt trom the wnkractors ucense mw tor the touowmg reason: offered for sale (Sec. 7C44, Business and Professions Code: The Contractor's License Law dm not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employes, 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 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 ticense Iaw 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). 0 I am exempt under Section Business and Professions Code for this reason: 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 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair provisions of the Contractor's License law (Chapter 9, commencing with Seetion 7000 of Division 3 of the Business and Professions Code) subjects the applicant to a ciril penalty of not more than five hundred dollars [SSOO]). 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 SIGNATURE DATE Is the applicant or future building occupant requid to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Prsley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit from the air pollution conml district or air quality management dstrict? Is the facilitv to be constructed within 1,000 feet of the outer boundam of a school site? DYES 0 NO 0 YES 0 NO LENDER'S NAME LENDER'S ADDRESS 1 Cem that I have read the application and state that the above lntormauon IS correct. 1 agree to comply wm all Llty ordlnances and state laws relatin! to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. IAISOAGREETOSAVEINDEMNlFyANDKEP~THE~OFWUUSBADAGAINSTAU.UABIII?IES,JUDG~ODSIS AND EXPENSES WIIM MAY IN ANY WAY ACCRUE AGAINST SAID (3n IN CONSWUENm OF lHE GRANTING OF THE PERMlT. it is required for exca ver 5'0" deep and demolition or construction of structures over 3 stories in height. 'ons of this Code shall expire by limitation and become days from the date of such permit or if the building o menced for a period of 180 days (Section 303(d) Uni TIIU CD L - - r' 5 CITY OF CARLSBAD NOTICE 498-3550 BUILDING DEPARTMENT LOCATION Wz PERMIT NO. FOR INSPECTION CAc-3. RE-INSPECTION FEE DUE? 0 YES FOR FURTHER INFORMATION, CONTACT PHONE nuIwINo /U/- IN- CODE ENH)RCEMENT OFFlCER Q CITY OF CARISBAD INSPECTION REQUEST PERMIT# CB950568 FOR 10/25/95 INSPECTOR AREA TP DESCRIPTION: FOUNDATION REPAIR TYPE: MISC CONSTR. TYPE VN JOB ADDRESS: 2402 ALTISMA WY STE : APPLICANT: MCIIASTER, DAVID PHONE: 619 558-2181 CONTRACTOR: PHONE: OWNER: PHONE: OCC GRP PLAWCK# CB950568 REMARKS: MW/SWSAN/714-361-1907 SPECIAL INSTRUCT: INSPECTOR /M TOTAL TIWE: “RELATED PERMITS” PERMITE TYPE STATUS ISSUED CB950585 PLUn CD LVL DESCRIPTION ACT COMMENTS 11 ST Ftg/Foundation/Piers j& -6 tziz%tw~sNZ&&al” && duL “ - “ - ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMHENTS 102095 Ftg/Foundation/Piars CA TP 092795 Ftg/Foundation/Piers AP TP SEE CALL SLIP 092595 Ftg/Foundation/Piers NR PK NO PLAWS,SUPT/LEFT NOTICE 092295 Ftg/Foundation/Piers CA PK BY TIM 092195 Ftg/Foundation/Piere CO TP ND SOILS ENG REP.FOR PIER DPT 092095 Ftg/Foundation/Piers CO TP NOT.COMPLETE,ND SPECL INSP INSPECTION REQUEST CITY OF CARLSBAD PERMITI CB950568 FOR 09/27/95 INSPECTOR AREA TP DESCRIPTION: FOUNDATION REPAIR TYPE: MISC CONSTR. TYPE VN APPLICANT: MCMASTER, DAVID JOB ADDRESS: 2402 ALTISMA WY CONTRACTOR: PHONE : OWNER: PHONE : OCC GRP PLANCKW CB950568 PHONE: 619 STE : REMARKS: MW/SUSAN/714-361-1907 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS" PERMIT# TYPE STATUS ISSUED CB950585 CD LVL DESCRIPTION ACT CO"F.NTS 11 ST Ftg/Foundation/Piers & SrZL dBfZs2M " - " - " - ***** INSPECPION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 092595 Ftg/Foundation/Piers NR PK NO PLANS,SUPT/LEFT NOTICE 092295 Ftg/Foundation/Piers CA PK BY TIM 092195 Ftg/Foundation/Piers CO TP ND SOILS ENG REP.FOR PIER DPT 092095 Ftg/Foundation/Piers CO TP NOT COMPLETE,ND SPECL INSP . \. * CITY OF CARLSBAD BUILDING JOB ADDRESS .. , _" INSPECTION due) 2 4. 7, r,"4 DEPARTMENT ' CENUS TRACT NO. PERMIT NUMBER PUN FILE NUMBER OWNER OR PERMITTEE NAME MAIL ADORESS FOR 0 OWNER. OR 0 WNTRICTOR 0 VIOLATION READ WORK COMPLY WITH BUILDING LAWS. (see comments on reverse side regarding penalty fees). NO PERMIT - STOP WORK - REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY REVERSE CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT. NOTE CALL PLANING DEPARTMENT AT 438-1161. CONCERNING VIOLATION OF ZONING, ~ REGULATION LISTED BELOW. PRESENT THIS NOTICE WHEN - MAKING APPLICATION FOR PERMIT 'u STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR. CONTACT CODE ENFORCEMENT OFFICER AT 438-1161 [7 CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550, [7 CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED [7 PAY REINSPECTION FEE (See Back): THEN 0 CALL FOR REINSPECTION AT 438-3101 d"CORRECTl0NS REQUIRED THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN, MUNICIPAL CODEREQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT. DAYS. THE CARLSBAD ~ BUILDING ELECTRICAL HEATINQ PLUMBING IN-13 (Rev. UW 7:W A.M. TO 600 A.H. 300 PI. TO 400 P.M. MONDAY THW.FRIDAV fi .. . ..~ . , . "_ CONCRETE: X GROUT: ~ MORTAR: SHOTCRETE: CORES: GUNITE: ASTM c31. c13a. ~143, ~172. ~173, ~231, ~1064 --- JOB NAME: ARROYO VILLAS ADDRESS: 2402 ALTISIMA WAY, CARLSBAD JOB it: 5393 OATE: 12/6/95 ARCHITECT: CONTRACTOR: TYAN CONST. SUB CONTRACTOR: PERMIT #: 95-568 ENGINEER: JOSEPHSON / WERDOWATZ ISSUED BY: CARLSBAO LOCATION IN STRUCTURE: FOUNDATION GRADE BEAM LOCA. @ GRID LINE 8-2 CONCRETE SUPPLIER: ESCONDlOO TYPE OF CEMENT: ADMIXTURE: WROA 79/FA TICKET #: 664496 MIX $: 343004 SLUMP: 4 1/2" CONCRETE TEMP: 70 AIR TEMP: 68 PLANT: PALOMAR IJATER ADDED: 25 MIXING TIME: 60 TIME CAST: 11.:.10 AM LA8 IOENTIFICATION : 512181 : 5121si : 512181 : AGE DAYS :7 : 28 : 28 DATE TESTE0 : 11/14 : 12/5 : 1215 SIZE-IN. : 6X1.2 AREA-SQ.IN : 28.27 : 6x12 : 6x12 : 28.27 CRUSH LOAD-LBS : 82000 : 28.27 : 132500 : 130000 : COMP-STR.-PSI. : 2900 : 4686 : 4598 I H/D CORR FACTOR CORR. STR. .-PSI TIME TESTED ........................................ REMARKS: ASTM C39, C174. C192, C470, C617. C42 COMPLIES: X DOES NOT COMPLY: RREAK TYPE A: X 8: C: D: E: ASTM C39 BREAKS A= cane B= cone and split C= cone D= shear E- columnar "_ ASTM C31. C138. C143. C172, C173, C231, C1064 CONCRETE: X GROUT: MORTAR: SHOTCRETE: CORES: GUNITE: JOB NAME: ARROYO ,VILLAS ADDRESS: 240.2 ALTISIMA WAY, CARLSBAD JOB #: 5393 ARCHITECT: CONTRACTOR: TYAN CONST. SUB CONTRACTOR: LOCA'rION IN STRUCTURE: FOUNDATION GRADE BEAM LOCA. @ GRID LINE 6-2 CONCRETE SUPPLIER: ESCONDIDO PLANT: PALOMAR TYPE OF CEMENT: SLUMP: 4 1/2'# CONCRETE TEMP: 70 PERMIT #: 95-568 ISSUED BY: CARLSBAD ENGINEER: JOSEPHSON / WERDOWATZ DATE: 1.2/6/Y5 ,. MIX #: 343004 ADMIXTURE: WRDA 79/FA TICKET #: 664495 AIR TEMP: 68 WATER ADDED: 2.5 MIXING TIME: 60 TIME CAST: 11:40 AM DATE CAST: 11/7/95 REC~IVED AT LAB: 11/8/95 SPECIMENS MADE BY: W1L.L CAMPBELL SPECIFIED PSI: 3000 FIELD IDENTIFICATION. I A IB IC ID IE IF LAB IOENTIFICATION : 512181 : 512181 : 512181 : : AQE DAY'S :7. : 28 DATE TESTED : 28 : 11/14 : 1215 : 1215 SIZE-IN. : 6x12, : 6x12 AREA-SQ.IN : 6x12 : 28.27 : 28.27 : 28.27 : CRUSH LOAD-LBS : 82000 : 132580 : 130000 : COMP-STR .-PSI. : 2900 : 4686 : 4598 .CORR FACTOR CORR. STR. -PSI TIME TESTED .. - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - -. - - - - - - - - - - - - - - - " - - - - - - - - - -. ._ ... - - " - - -. . - - .- I H/D REMARKS: COMPLIES: X BREAK TYPE A: X B: ASTM C39, C174. C192. C470. C617. C42 C: D: E: DOES NOT COMPLY: THIS REPORT SHALL NOT BE REPRODUCED, EX ULL WITHOUT THE APROVAL OF SIT1 SAMPLES CeST BY OTHERS: NO TESTING LAB. MANAGER ASTM C39 BREAKS A= cone 8- cone. and split C= cone D= shear E- columnar .. \ ,~ ~. SUU~lHWES~r INSt'ECilON CY IESIING, INC. I. .. 10826 S. NORWALK BLVD. (310) 941-2990 SANTA FE SPRINGS, CA 90670 (714.) 526-8441 FAX (310) 946-0026 ***FIELD DATA ON TEST SPECIMENS*** ""- ASTM - C31, C138, C143, C172. C173, C231, C1064 CONCRETE: X GROUT: MORTAR : SHOTCRETE: CORES : GUNITE: OTHER : ADDRESS: 2402 ALTISMA WAY, CARLSBAD JOB #: 5393 DATE: 11/27/95 JOB NAME: ARROYO VILLAS ARCHITECT: PERMIT #: 95-568 ISSUED BY: CARLSBAD ENGINEER: DAN R. WERDOWATZ CONTRACTOR: TYAN SUB-CONTRACTOR: LOCATION IN STRUCTURE: N/W CORNER FOOT CONCRETE SUPPLIER: ESCONDIDO R.M. PLANT: OCEANSIDE TYPE OF CEMENT: I1 SLUMP: 5 CONCRETE TEMP: 78 MIX #: 67P TICKET #: 171948 ADMIXTURE: PO22 WATER ADDED: 10 AIR TEMP: 69 MIXING TIME: 71 TIME CAST: 4:55, DATE CAST: 10/24/95 RECEIVED AT LAB: 10/26/95 SPECIMENS MADE BY: KEN HAGAMAN SPECIFIED PSI: 3000 FIELD IDENTIFICATION LAB IDENTIFICATION : 511759 : 511759 : 511759 : I I """"""""""""~l""""l""""l""""l""""l""""l""""l AGE DAYS : 28 : 28 : 28 DATE TESTED SIZE - IN. :6X12:6X12:6X12: I I AREA - SQ. IN. : 28.27 : 28.27 : 28.27 : CRUSH LOAD - LBS. : 127500 : 123000 : 126000 : 1 I COMP - STR. - PSI : 4509 : 4350 : 4456 : I Ai Bi CI DI EI FI I I I I , : 11/21 : 11/21 : 11/21 : I I .. I 4 I 4 I H/D I j CORR. FACTOR I I CORR. STR. - PSI TIME TESTED """"""""""""-+--""""+""""~""""~""""~""""~""""~ REMARKS: NO FURTHER INFORMATION PROVIDED .. I I I I, THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT THE APPROVAL OF SIT1 """""""""_""""""""""""""""""""""""""""""~ ASTM - c39, ci74, ~192, ~470, ~617, c42 COMPLIES: X DOES NOT COMPLY: BREAK TYPE - a: x €3: C: D: E: SAMPLES CAST BY OTHERS: RES- SUBMITTED PECTION & TESTING ~. SOUTHWEST INSPECTION & TESTING, INC. SANTA FE SPRINGS, CA 90670 10826 5. NORWALK BLVD. (310) 94.1-2990 (714) 526-8441 FAX (310) 946-0026 .......................................... ***FIELD DATA ON TEST SPECIMENS*** ASTM - C31, C138, C143. C172, C173, C231, C1064 CONCRETE: X GROUT: MORTAR : 3HOTCRETE: CORES : GUNITE: ' OTHER: ADDRESS: 2402 ALTISMA WAY, CARLSBAD JOB NAME: ARROYO VILLAS ARCHITECT: CONTRACTOR: TYAN SUB-CONTRACTOR: LOCATION IN STRUCTURE: N/W CORNER FOOT CONCRETE SUPPLIER: ESCONDIDO R.M. PLANT: OCEANSIDE TYPE OF CEMENT: I1 ADMIXTURE: PO22 SLUMP: 5 CONCRETE TEMP: 78 MIXING TIME: 71 JOB #: 5393 DATE: 11/27/95 PERMIT #: 95-568 ENGINEER: DAN R. WERDOWATZ ISSUED BY: CARLSBAD ......................................... MIX #: 67P TICKET #: 171948 WATER ADDED: 10 AIR TEMP: 69 TIME CAST: 4:55 "- DATE CAST: 10/24/95 RECEIVED AT LAB: 10/26/95 SPECIMENS MADE BY: KEN HAGAMAN SPECIFIED PSI: 3000 FIELD IDENTIFICATION I I AI BI c1 DI EI FI LAB IDENTIFICATION : 511759 : 511759 : 511759 : """"""""""""~l""""~""""l""""l""""l""""~""""~ AGE DAYS : 28 : 28 : 28 DATE TESTED : 11/21 : 11/21 : 11/21 : SIZE - IN. :6X12:6X12:6X12: AREA - SQ. IN. : 28.27 : 28.27 : 28.27 : CRUSH LOAD - LBS. : 127500 : 123000 : 126000 : COMP - STR.' - PSI : 4509 : 4350 : 4456 I I I CORR. FACTOR CORR. STR. - PSI TIME TESTED REMARKS: NO FURTHER INFORMATION PROVIDED I I I I I I I I I + 'I I I I I .I I I I I I H/D THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT THE APPROVAL OF SIT1 ASTM - C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: BREAK TYPE - A: x 8: C: D: E: SAMPLES CAST BY OTHERS: & TESTING .. ! ,. . * .. .; i;- SOUTHWEST INSPECT'ION FIND TESTING INC. 10826 9. Norwdlk #R Santa Fe ,Spr'ings, CR 90670 310-941-2990 714-5Zk-8441 Fax-310-946-@026 1 =_==_====__-.__-- "=x=.==="""~l=i=P=cp-=pII=I=p=====P=====~============~~=~~=~=========~== ,. FIELD DRTR ON TEST SPECIMENS "_ j I MORTAR : SHOTCRETE: I CONCRETE: X GROUT: t RDDRESS: 2402 RLTISMR WRY JOB #: 5393 DRTE: 11/1/95 1 JOR NAME: RRROYO VICLRS PERMIT #: 95-568 ISSUED RY: CRRLSRRD ~ RRCHITECT:' ~ CONTRRCTOR: TYRN CONST. SUR CONTRRCTOR: ~ LOCRTION IN STRUCTURE: CRISSON #? ~ CONCRETE SUPPLIER: PRLOMRR PLRNT : , ESCOND I DO MIX #: 343004 , TYPE OF CEMENT: I I i SLUMP: 3 3/4" RDMIXTURE: TICKET k: 657761 j CONCRETE TEMP: 80 WRTER RDDED: 5 MIXING TIME: 90 RSTM C31, C138, C143, C172, C173, C231, C1064 --- ~. CORES : GUN1 TE : I . .. . ENGINEER: JOSEPHSON WERDOWRTZ' , , ., I FIId TEMP: 67 TIME CRST: 8:25 R.M. ~ 1 DRTE CRST: 9/28/95 RECEIVED RT LRR: 9/29/95 I I SFECIMENS MRDE RY: MELVIN PERKINS SPECIFIED PSI: 300Q ; ~ "" j ' FIELD IDENTIFICRTION I A I I5 IC I D IE IF , I LRR IDENTIFICRTION : 510744 : 510744 : 510744 : I ' I RGE DRYS : 14 : 28 : 28 I DRTE TESTED : 10/12 : lW26 : 10/Zk : 1 SIZE-IN. : 6x12 : 6x12 : 6x12 I RRER-SQ. IN , : P8.27 : 28.27 : 28.27 : ~ CRUSH LORD-LRS : 137500 : 157500 : 155500 : I COMP-STR. -PSI. : 486.3 : 5s7m , : 5500 il H/D : : 1 CORR FRCTOR : i CORR. STR. ' --PSI t TIME TESTED . , ! REMRRKS: NO OTHER INFORMRTION PROVIDED ! I COMPLIES: X DOES NOT COMPLY: : RRERK TYPE R: X A: C: D: E: , ........................................ t RSTM C39, i2174, C192, C470, C617, C42 THIS REPORT SHRLL NOT RE RPROVRL OF SIT1 SRMPLES CRST RY OTHERS: NSPECTION AND TESTING OSC6-R n. RNDRES LOR: MRNRGER 1 RSTM C39 RRERKS R= cone R= cone and split C=, cone D= shear E= columnar I Continuous Inspection & Materials Testing AAAAAAAAAAAAAAA 10826 South Norwalk Blvd., Santa Fe Springs, CA 90670 (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 Building' Officid . City of Carlsbad Department of Building and Safety 2075 Los Palmos Carlsbad, California 92009 Re: Final report for the Arroyo Villa Carlsbad permit 95-568 Dear Building Official, Southwest Inspection and Testing was retained by the owner to provide qualified deputy inspectors and perform testing per ASTM for the above referenced project. We were called out to the project on the following dates: 9-20-95 Ken Hagaman ICBO if36751 9-28-95 Melvin Perkins ICBO # 48301 10-29-95 . Ken Hagaman ICBO #36751 10-24-95 Ken Hagaman ICBO #36751 11-3-95 Clyde Lacher OCEMA #507 11-6-95 Paul Case ICBO #26798 11-7-95 Paul Case ICBO #26798 According top our inspectors reports and our laboratory test results, all work was done in accordance with the approved drawings, project specifications and the applicable workmanship provisions of the Uniform Building Code. If you should have any hrther questions, please do not hesitate to call. Steven L. Godbey/ President SLGARW:jm NO DESIGN ESPONSIBILITY, FOR INSPECTION ONLY P Ian R. Waddell P.E." Principal Engineer ! .~ ,. .. .. I I. .. .. . SOUTHWEST INSPECTION & TESTING 10826 SOUTH NORWALK BLVD. (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 SANTA FE SPRINGS, CA 90670 REGISTERED INSPECTOR'S DAILY REPORT SWlT Jcb No. oau I .67)77 I //A* I TYPE OF Reinforced Concrete INSPECTION Post Tensioned Concrete U Structural Steel Assembly 0 Ouality Control Fire Proofing REWIRED Reinforced Masonry Asphalt 0 Other fl I Inspeclor(s) Name *Ad<- ." ./A2 rN Subcontractor/ F / TESTS PERFORMED TYPE OF SAMPLE ADDITIONAL REMARKS ON SAMPLES WANTITY IN SET SLUMP ~~ ~~~ ~ ~ -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TOROUED) CHECKED ETC. INCLUDES INFORMATION ABOUT. AMOUNTS OF MATERIAL PLACE0 OR WORK PERFORMED. NUMBER, TYPE 6 IDENT. NOS I I CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY Y"""" C"C *' ' OF THE ABOVE REPORTED WORK UNLESS OTHERWISF NOT=" I Y WORK TOCOMPLY THE APPROVE0 PLANS, SPEC,. IWIIVI.=, -..~.T~LI~-.ILL SECTIONS OF THF VERNING BUILDING LAWS. CONTINUED ON NMT PAGE 0 PAGE 1 OF - TIME IN TIME OUT REO. HOURS 0.1. HOURS CYLINDERS / . . ..AVE FOUND THIS .ICl,..T,".,C All- Amma ,r*m, c ^I.IY..LSYYS ILL a A / e SIGNATI'"C " e SPECIALTY WHITE. OFFICE COPY, CANARY -ACCOUNTING COPY, PINK. INSPECTORS COPY, WLOENROO. JOB SITE COPY SOUTHWEST INSPECTION & TESTING 10826 SOUTH NORWALK BLVD. (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 SANTA FE SPRINGS, CA 90670 REGISTERED INSPECTOR'S DAILY REPORT SWlT Job NO. Due I 5393 )/-T-% TYPE OF INSPECTION REQUIRED Job Address Cily Job Name Type 01 Structure / I Reinforced Concrete U Structural Steel Assembly Post Tensioned Concrete 0 Fire Proofing gouality Control 0 Other 0 Reinforced Masonry 0 Asphalt AxLdaA a-302 I-rl w/) Permit NO. 1h"ed 0y Ud &43 75-966 A a, A - INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER. TYPE (L IDENT. NOS OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TOROUED) CHECKED: ETC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFV THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL SPECIFICATIONS. AN0 APPLICABLE OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS SPECIALIY AGENCY CONTINUED ON NEXT PAGE 0 PAGE - OF WHITE. OFFICE COPY, CANARY. ACCOUNTING COPY, PINK. INSPECTOVS c Y, G&DENRC%. JOE SITE COPY v SOUTHWEST INSPECTION RND TESTING INC. Santa Fe Springs, CR 90670 10a26 S. Norwalk #R 310-941-2990 714-526-8441 Fax-310-946-0026 """""""~_~=~~_=_~~~~~"""""~""""~~~~~~~~~~~~~~~~~.~~~~-~~~~~~~~~~~~~~~ FIELD DRTR ON TEST SF'ECIMENS "_ CONCRETE: X GROUT: MORTRR: SHOTCRETE: CORES: GUNITE: RDDRESS: 2402 RLTISMR WRY SOB #: 5393 DRTE: 11/1/95 300 NRME: RRROYO VILLRS PERMIT #: 95-568 ISSUED BY: CRRLSRRD RRCHITECT: ENGINEER: JOSEPHSON WERDOWRTZ CONTRRCTOR: TYRN CONST. SUR CONTRRCTOR : LOCRTION IN STRUCTURE: CRISSON #2 CONCRETE SUPPLIER: PRLOMRR PLRNT : ESCOND I DO MIX #: 343004 TYPE OF CEMENT: I I RDMIXTURE: TICKET #: 657761 SLUMP: 3 3/4" WRTER RDDED: 5 RIR TEMP: 67 RSTM C31, C138, C143, C172, C173, C231, C10h4 --- ......................................... CONCRETE TEMP: am MIXING TIME: 90 TIME CFIST: a:z5 R.M. DRTE CRST: 9/28/95 RECEIVED RT LRR: 9/29/95 SPECIMENS MRDE BY: MELVIN PERKINS SPECIFIED F'SI : 3000 FIELD IDENTIFICRTION I R IR IC ID IE IF LRR IDENTIFICRTION : 510744 : 510744 : 516744 : 1 """"_I I I """" RGE DRYS : 14 : za : 28 DRTE TESTED : 10/12 SIZE-IN. : 10/26 : 18/26 : : 6x12 : 6x12 : 6x12 RREn-SQ. IN . 2a.27 : 2@..27 . 26-27 : CRUSH LORD-LRS : 137500 : 157500 : 1355138 : COMP-STR. -PSI. : 4863 : 5570 : 5500 I H/D CORR FRCTOR CORR. STR. -PSI TIME TESTED """""""_"""""""""""""""""""""""""""""""" REMRRKS: NO OTHER INFORMRTION PROVIDED RSTM C39, C174, C192, C478, C617, C42 COMPLIES : X DOES NOT COMPLY: RRERK TYPE R: X A: C: D: E: THIS'REPORT SHRLL NOT RE REPRODUCED, IN FULL WITHOUT THE RF'ROVRL OF SIT1 """""""""""""""""" """"""""""""""""""~ SRMPLES CRST BY OTHERS: NSPECTION RND TESTING LRR. MRNRGER RSTM C39 RRERKS R= cone R= cone and split C= cone D= shear E= columnar 10826 SOUTHNORWALK BLVD. SANTA FE SPRINGS. CA 90670 I ..CERTIFICATION OF COMPLIA~CE WNTINUED ON NEXT PAGE n PAGE __ i OF __ f .. ... . . , SOUTHWEST INSPECTION & TESTING 10626 SOUTH NORWALK BLVD. (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 SANTA FE SPRINGS, CA 90670 REGISTERED INSPECTOR'S DAILY REPORT SWlT Jab NO. 0.111 T c/ EJ-~,@ Y f I ca '7. r-.zi "y>- TYPE OF INSPECTION REOUIRED c 4 /4 fieinforced Concrete 0 Post Tensioned Concrete 0 Structural Steel Assembly 0 Quality Control 0 Fire Proofing fl Reinforced Masonry C Asphalt 0 Other INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS, PROGRESS, OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TOROUED) CHECKED ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER. TYPE h IDENT. NOS I I CERTIFICATION OF COMPLIANCE I HEREBY CERTlFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OFTHEABOVE REPORTEOWORKUNLESSOTHERWlSENOTE0.I HAVEFOUNDTHIS WORK TO COMPLY WITH THE APPROVED PUNS, SPECIFICATIONS, AN0 APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. I / SIGNATURE O~R~GISTEREO INSPECTOR CONTINUED ON NEXT PAGE 0 PAGE OF 1. TIME IN CYLINDERS 0.1. HOURS REG. HOURS TIME OUT WHITE. OFFICE COPY, CANARY - ACCOUNTING COPY, PINK. INSPECT& COPY, GOLDENROD. JOB SITE COPY SOUTHWEST INSPECTION & TESTING 10826 SOUTH NORWALK BLVD. (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 SANTA FE SPRINGS, CA 90670 /.-elpH fl REGISTERED INSPECTOR'S DAILY REPORT SWlT Job No. I s-3 y? I, D -2Q - 5'3" TYPE OF INSPECTION REQUIRED n Reinforced Masonry 0 Asphalt 6einforced Concrete U Structural Steel Assembly 0 Ouality Control 0 Post Tensioned Concrete 0 Fire Proofing 0 Other INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB INCLUDES INFORMATION ABOUT. AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE a IDENT. NOS OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED ETC. CERTIFICATION OF COMPLIANCE CONTINUED ON NEXT PAGE C PAGE 1 OF 1 TIME IN CYUNDERS O.T. HOURS REG. HOURS TIME OUT I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEMjE ALL OF THE ABOVE REPORTED WORK UNLESS oTnERwlsE NOTED. I HAVE FOUND THIS WORK TO COMPLY wrn THE APPROVED PUNS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING UWS. /,"c 0 9, Q 0 z - / SIGNATU* OF RE TERED INS6CTOR how minimum. App10~6d By 2 ,LC.r-p: C@ ."< d-c 7 /(" uu .- SPECIALTY NO. AGENCY Prow sllp6nntednt WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECIOR'S COPY, GOLDENROD - JOB SITE COPY INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER, TYPE 6 IDENT NOS OF TEST SAMPLES TAKEN STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED; ETC. WHITE. OFFICE COPY, CANARY - ACCOUF&G COPY, PINK- INSPECTOP'S COPY, GOLDENROD - JOE SITE COPY .., wy i'. ' IEGISTERED I~SPECTOR:S DAILY REPORT It.. , .. - ' - ,, I ../0-2y ieinforced Concrete ' ' U Structural Steel Assemblv...' Oualitv Contrd :: , . ..' . .. .. ., . ~ rwE OF : ,&F NSPECTION Post Tensioned Concrete ' ' ' 0 Fire Proofing ' ' . 7EOUIRED . , ?'' 0 Other .. . ' . fl Reinforced Masonry D 'Asphalt .. ,, ... , ...... ,. ,. . . -,;, ', . .. . ~. , . .. , . ... INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS, REM INCLUDES INFORMATiON ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE h OF TEST SAMPLES TAKEN STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TOROUED) CHECKED; ETC. .,.., ~ .... ~. CERTIFICATION OF COMPLIANCE / SIGNATURE O<R&ISERED INSPECT^ CONTINUED ON NEXT PAGE 0 PAGE / OF- / TIME IN CYLINDERS 0.1. HOURS REG. HOURS TIME OUT WHITE - OFFICE COPY, CANARY. ACCOUNTING COPY, PINK. iNSPEdS COPY, GOLDENROD. JOB SITE COPY SOUTHWEST INSPECTION & TESTING 10826 SOUTH NORWALK BLVD. (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 .. SANTA FE SPRINGS, CA 90670 Z.b ~~ddd y REGISTERED INSPECTOR'S DAILY REPORT SWR Job-No. I 5393 IU 9-28-4s u. TYPE OF INSPECTION 0 Reinforced Concrete 0 Structural Steel Assembly 0 Quality Control REQUIRED 0 Post Tensioned Concrete 0 Fire Proofing n Reinforced Masonry 0 Other 0 Asphalt INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS, REMARKS, ETC. OF TEST SAMPLES TAKEN STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TOROUED) CHECKED ETC. INCLUDES INFORMATION ABOUT. AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER. TYPE 6 IDENT. NOS CERTIFICATION OF COMPLIANCE CONTINUED ON NMT PAGE 0 PAGE 1 OF- / OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL WORK TO MMPLY WITH THE APPROVED PUNS, SPECIFICATIONS. AN0 APPLICABLE SECTIONS OF THE GOVERNING BUILDING UWS. . SIGNATURE OF REGISTERED INSPECTOR A e i&~od Conege Y83 SPEaMTV O/ NO. 1 CBd AGENCY WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECIOR'S COPY, GOLDENROD. JOB SITE COPY s" . 1'. (310) 941-2990'; (714) 526-8441 FAX (310) 946-0026 .I, ,, c7 TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES .: , / 4 ' .. ! INSPECTION SUMMARY - LOCATIONS OF WORK INSPE D; TEST SAMPLES TAKEN, WORK RWECTED. JOB PROBLEMS. PROGRESS. REMARKS, ETC. .. INCLUDES INFORMATION AB%.! AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER. TYPE 6 IDENT NOS OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TOROUED) CHECKED: ETC. I; .. . I ' CERTIFICATION OF COMPLIANCE CONTINUED ON NMT PAGE 0 PAGE -OF - 1 I HEREBY ORTlFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLECGE AU OF THE AWE FEFGUTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORKTO COMPLY \MTH THE APPROMD PLANS, SPECIFICATIONS. AND APPLICABLE .. hour minimum. KfEWF. cad.<. 3G 7s-1 I c40 SPECULTY NO. AGENCY WHITE - OFFICE COPY, CANARY. ACCOUNTING COPY, PINK. INSPECTOKS COPY, GO~DENROD. JOB SITE copy TEL : Nov 02,95 17:48 No.003 P.01 fA x FACTS. 4T: R. EVANS C.E.’G. 974 (F4X 4Lbu) TEL : .. . Nov 02,95 17:48 No.003 P.02 TEL : Sep 22.95 9:06 No.001 ... P.01 ! I €O'd IOO'ON 80:6 S6'"ZZ.'das i .. TEL : Sep 22.95 9:04 No.001 P.01 " FA X FACTS. . , i., TEL : Sep 22,95 9:04 No.001 P.02 I-@ ” i SOUTHWEST INSPECTION & TESTING 10826 SOUTH NORWALK BLVD. (310) 941-2990 (714) 526-8441 FAX (310) 946-0026 SANTA FE SPRINGS, CA 90670 IEGISTERED INSPECTOR'S DAILY REPORT SWll JOQ NO. L*- i 9 I'L <J-#/J Y TYPE OF INSPECTION REWIRED I .yJPT pj- 2,.5..y<,- 6nforced Concrete 0 Post Tensioned Concrete U StrUCtural Steel Assembly 0 Quality Control 0 Fire Proofing 0 Reinforced Masonry 0 Asphalt 0 Other TYPE OF SAMPLE SLUMP OUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROORESS REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER, TVPE & IDENT. NOS OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED ETC. CERTIFICATION OF COMPLIANCE OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS I HEREBY ERTlFV THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL WORK TO COMPLY WITH THE APPROVED PUNS, SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING UWSd , .. WHITE - OFFICE COPY, CANARY -ACCOUNTING COPY, CONTINUED ON NEXT PAGE 0 PAGE - OF __ t minimum. In additon, any inwbn enending past l~wl hwr wII Lm an 8 hour @pimum. PINK - INSPECTOR*~$OPY. GOLDENROD. JOB SITE COPY Visit Date: October 13, 1995 Visit No: 1 To: Arroyo ViIlaa HOA c/o Mr. Rich Orvk Outland Engineering 13206 Carriage Road, Suite 103 Poway. CA 92064-5509 ~ By: Fax (748-9417): Mail Project: Arroyo Villas Job No. : 94063 From: David McMaster Observations: A site visit was made to observe thc general status of the project, and specifically. to il~vcstigate existing foundation conditions which differed from those assumed in the original design. Since we do not have ori&al construction drawings for the building, our design assumed that the existing footings steps generally followed the adjacent exterior grade. AAer the concrete piers had been placed and most of the grade beam excavation completed, the existing footings dcpths were found to differ from the assumed depths at the footing between the comer of 2402G and 24021-1 Altismn. rind at thc footing bclow the entry porch at 2402F and 2402G Altisma. At both of these locations, the existing footings stepped down to a lower deptb than the surrounding footings. At the stepped footing below 2402F and 2402G. we recommend that the top bars which would interfere with the existing footing be lowered to 3 inches below the bottom of the existing footing. The lowcred top bars shall be extended 4"O" minimum beyond the end of the footing step at each end. The hottom bars and tho top bars which do not interfere with the existing footing shall remain at their orig.inally detailed elevations. The ties shall be modified to miss the existing footing for the length of the footing step only. The ties on either end of the footing step shall remain as originally detailed. See the attached detail SD-1 showing the above modilications at the footing step. At the stcppd footing bclow 24020 and 2402F1, we recommend that a portion of the existing KT-20-1995 09:34 - - ', stepped footing and stem wall be removed so that the elevation of the bottom of the remaining footing and stem wall matches the adjacent bottom of footing elevation. With this modification, the grade beam can be constructed as detailed on our repair dtawings, except that at the portion of the grade beam where the stem wall is supported directly on the grade beam rather than on the existing footing, the dowels from the existing footing to the new grade beam shall be embedded 4" into the existing CMU wall, and their spacing shall be reduced to 16" on center. At the portion of the grade beam where the existing footing remains above the grade beam, the grade beam and its connection to the existing footing shall be constructed as detailed on our repair drawings. An EXST. WALL FW'G PROTECTION OF WOOD EXST. FLR FF?" FW'G FROM EARTM BY OTHERS EXST. GRADE 5 DOWEL Q 24" """ FOR 5'-0" EACH SIDE OF (r) -oyo Villas SD-1 JOB 0: 94063 SCALE: 3/4"-1'-0" DATE: 10/16/95 6370 Lurk Blvd. JOSEPHSON -e suite FMO WERDOWATZ Stminral SUlDbCA & ASSOCIATES, INCORPORATED EeJt=f 921215753 61%55&2181 PY 55&2188 Q I 7EXST. CtlU WALL REVISED GWDE BEAM 8 @"iSlt"t 8 @ 1 (REVISION TO DETAILS @ 4 @ J JOB *: SD-2 94063 Arroyo Villas SCALE: lL?"=I'-@" DATE: 103/16/95 6379 Lurk BM. 1/11 JOSEPHSON - suik pu)o M WERDOWATZ ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619) 660-1468 June 13,1995 Mr. Pat Kelley Building Official City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92008 . ..., RE: Plan Check #CB 95-568 Address: 2402 Altisma Way, Carlsbad Dear Mr. Kelley, Transmitted herewith are plans for proposed foundation repairs, to attempt to mitigate continued settlement of the existing foundation and to further prevent resulting structural damage. Esgil Corporation cannot offer any guarantees that the proposed system will resolve the present problems, nor should the City offer such representation. However, acceptance of the proposed remedies may result in enhanced structural system from the current situation. At the time of permit issuance the following should be noted on the plans: "Prior to the City building inspector approving final inspection, the responsible design professional shall notify the building offkid, in writing, that the proposed reconstruction work has been installed in accordance with the design". V/ Sincerely, ESGIL CORPORATION Abe Doliente, PLAN REVIEW ENGINEER ESGIL CORPORATION 9320 CHESAPWLE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 660-1468 0 PIAN REVIEWER 0 FILE DATE: May 15, 1995 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-568 SET I PROJECT ADDRESS: 2402 Altisma Way PROJECT NAME: Foundation Repair for Arroyo Villas Building 2402 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. rn The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. rn The applicant's copy of the check list has been sent to: JosephsonMlerdowatz & Associates,' Inc. ; Attn: David McMaster 6370 Lusk Blvd., Suite F200, San Diego, CA 92121 rn Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: 0 REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 CM 0 PC 5/8/95 trnsmtl.dot Carlsbad 95-568 May 15, 1995 GENERAL PLAN CORRECTION LIST PROJECT ADDRESS: 2402 Altisma Way DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/8/95 DATE REVIEW COMPLETED: May 15, 1995 FOREWORD (PLEASE READ): This plan review is limited to the 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No 4. According to the recommendation of the Soils Engineer, the piles should be capable of resisting lateral and shear forces accompanying sliding. Piles and caissons shall be designed for flexure whenever the tops of such members will be displaced by earthquake motions. The criteria and detailing requirements of Section 2625 (e) shall apply for a length of such members equal to 120 percent of the flexural length. Revise structural calculations to comply. Carlsbad 95-568 May 15, 1995 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 6191560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 95-568 May 15,1995 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 95-568 PREPARED BY: Abe Doliente DATE: May 15, 1995 BUILDING ADDRESS: 2402 Altisma Way BUILDING OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-N Building Permit Fee: Plan Check Fee: Comments: ESGlL FEE = 0.80 X 184.93 = $ 147.94 $ 284.50 $ 184.93 Sheet 1 of 1 valuefee.dol