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Home My WebLink About2775 OCEAN ST; ; CB060365; Permitpp- Pr I CITY OF CARLSBAD—BUILDING DEPARTMENT ENSEDbONTRACTOR'S DECLARATION APPLICATION & PERMIT APPLICANT TO FILL IN INFOR - I hereby affirm that I am licensed under provi- USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 MATION WITHIN RED LINES. sionS of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- stons Code, and my license is in full force and of- NO. JOB ADDRESS AV. ST. OFAPPLICATION RD BUS. LICENSE PERMIT NUMBER - I fact. JDATE i ., i ii i I37i V-z- OWNER-BUILDER DECLARATiO HER OWNER'S PHONE PRIME CONTRACTOR STATE LICENSE i hereby affirm that I am exempt fromheOfl- - 7dwv/, rn, 7 2 9-.Z 3 A'dm,41;4 ('zc dn tractor's License Law for the foIlowinc. OWNER S MAILING ADDRESS. CONTRACTOR'S ADDRESS CONTRACTOR'S city or county which requires aa4Ti to co 2Y& iA/Ej..r cST (!,4AIsAD Li c6 PH ON 7PJ- 791/ Improve, Struct, alter, demolirepain structure, prior to its issuatvcireq e th LOT I BLOCK SUBDIVISION ASSESSOR'S PARCEL NO, I appiicantforsuchpesm1I1asign DESIGNER - STA NSE I// I,k I AIAUec L.n2(J . IIOi3i 3&i ibi. ' ),03 /8 18610 mant that he is to th sions of the Cc r a r'1ense Law( a 9 WkSCR'TION OF WORK . //147 / i (Sec.7031.5.Business and essio ,A commeneog wRcti1i00o lvi o 3 of ?IF14I/11 ,1L2/D477éIa'TJ DESIGNER'S ADDRESS 6. DESIGNER'S PHONE 157-40( 4V3 TL the Bu anesns Co r sox• empt th$refrom *iidftlie basis to h gad ox- ' 6f._. . gj ,4 4Q emptliIIAny vid of Section 03 . by an ap• - plicanr(it subje th iicant to a CENSUS TRACT I GP LAND USE ZONING RES. UNITS I PARKING SPACE s f NUMBER OF STORIES - - civil pe ty of more undred dollars I "A'9 I /8 I # -. i 3 Not Valid Unless Machine Certitiet! - BLDG SQ.FT I BLDG USE 0CC. GP I STANDARD PLAN 4 I PLAN ID N I TYPE CONST '0CC. LOAD Dl. as owner of the pr , or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- - fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does (ITY. PLUMBING PERMIT ''AMT. QTY. MECHANICAL PERMIT - AMT. not apply to an owner of property who builds or Improves thereon and who does such work - EACH FIXTURE TRAP - . INSTALL FURN. DUCTS UP TO 100,000 BTU himself or through his own employees, provided : . OVER 100,000 BTU _,-" that such improvements are not intended or of. EACH BUILDING SEWER - - fered for sale. If, however, the building or Improve- EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP mont is sold within one year of completion, the ___ . owner-builder will have the burden of proving that EACH GAS SYSTEM 1 T04 OUTLETS BOILER/COMPRESSOR 3.15 HP SIB). he did not build or improve for the purpose of - - EACH GAS SYSTEM 5 OR MORE . - BOILER/COMPRESSOR 1630 H DI, as owner of the property, am exclusively con- EACH INSTAL, ALTER, REPAIR WATER PIPE - . VENT FAN SINGLE DUCT tracting with licensed contractors to construct EACH LAWN SPRINKLER SYSTEM , MECH EXHAUST - H /DUC :. VALUATION: _______ the project (Sac, 7044, Business and Professions Code: The Contractor's License Law does not sp- WATER SOFTNER - . RELOCATION A FURNACE (HEATER BUILDING PERMIT ply to an owner of property t.ho builds or im• - Iss U .00 U SIGN PERMIT proves thereon, and who contracts for such pro- Issue I • I I I jects with a contractor(s) license to the - ______________________________ TOTAL PLUMBING TOTAL MECHANICAL - pursuant contractor's License Law). I am exempt under Sec.___________ _________ ________Ova - CONTRACTOR h PLAN CHECK _________________________ -_I I ____________ I - I Q. U, ALL INCLUSIVE PERMIT I I • I for this reason TOTAL PLUMBING I ] • _________ _________ Date Owne QTY. ELECTRICAL PERMIT 1 ________ AVT. Y. -40 M ILE HOME PERMIT _____ AMT. ELECTRICAL NEW CONST EA AMPISWT/BKR A _' - - WNI . MECHANICAL - I I •. I WORKERS' COMPENSATIECLA TION i hereby affirm that I have ertificate of con• I PH .25 3,PIl I . . - MOBILE HOME I I • I lent to seif-insure, or a certrncate of Workers' - EXIST BLDG EA AMP/SWT/BKR )/' _________ / _____ ,_ -UP SOLAR I • I I -. I Compensation insurance, or a certified copy - 1 PH .25 3 PH/ t.1' I. 1 ____ JRAMADA. CABANA thereof (Sec, 3800, Labor Code). POLICY NO. - REMODEL/ALTER PER CIRCUIT () FENCE OVER 6' • _ _____________________________________ I • 1 I • I COMPANY ________________________ — TEMP POLE 200 AMPS - ( .__L MOBILE HOME . . MICO-FILM I • i I • I OCopy is filed with the city. OCertified copy Is hereby furnished. -_______________________________________________ OVER 200 AMPS - ____ \TOTAL ________________ _______________________________________________ - I • I I I CERTIFICATE OF EXEMPTION FROM - TEMP OCCUPANCY_(30_DAf) ___ _____________________________ __________ ____ _____________________________ I_•_II_'I I s sue v" 2 00 - ____________________ - STRONG MOTION: I • WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- TOTAL ELECTRICAL TOTAL FEES PAYABLE I mit Is for one hundred dollars ($100) or less), I certify that In the performance of the work for I - CONTRACTOR which this permit is Issued, l shall not employ any p*.ion In any manner so as to become subject to - th Workers' Compensation Laws of California, NOTICE TO APPLICANT: If, after making this Cer- I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO *AN OSHA PERMIT IS REQUIRED FOR CAVATIONS OVER SCHOOL FEES: tiflcateof Exemption, you should become subject HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I 5'-0•' DEEP AND OEM Tb0NEUTlON0F to thp '(Yorkers' Compensation provisions of the FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED TO COMPLY WITH ALL CITY, STRUCTURES OVER Labor Code, You must forthwith comply with such COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION , W provisions or this perrnit shall be deemed revoked. SPECIFIED HEREIN OR NOT. I,ALSO AGREE TO SAVE INDEMNIFY ANt HARM. LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, C CONSTRUCTION LENDING AGENCY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST OF THE GRANTING OF THIS PERMIT. SAID CITY IN CONSEQUENCE LICANT SIGNA•TU OWNERD CONTRACTO ' APPROVED I hereby affirm that there Is a construction len- ding agency for the performance of the work for AGENTD BY PHONED J Sr/V ' which this permit Is issued (Sec. 3097, Civil Code). SITE ADDRESS: INSPECTION WOOD FLOOR FOUNDATION • FORMS • SET BACK • TOILI UNDER FLOOR PLUMBING UNDER FLOOR HEATJNG OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING • FORMS • SETBACK • TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK • PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACE TAPE EXTERIOR LATH OK • PLACE STUCCO FIREPLACE DAMPER &STEEL PLATE TIES/HEIGHT OF CHIMNEY OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING PRE DECK FENCE PREPLASTER SHOWN • FRAME PAN FINAL INSP BY BLDG DEPT OTHER DEPT'S REQ COMPLETED ELEC METER-PERM-TEMP GAS METER-PERM-TEMP CERT OF OCCUPANCY ISSUED 5, OWNER: PERMIT NO: - FIELD INSPECTION RECORD DATE INSPECTOR INSPECTOR'S NOTES I S t REQUEST FOR INSPECTION TIME:_________ INSPECTOR_______________________ PERMIT NO. DATE: II I / OWN E ADDRESS BUILDING El FOUNDATJPN El =REIRCING STEEL EZL.RY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH D INSULATION El INTERIOR LATH OR DRYWALL 0 FINAL ELECTRICAL 1 :El TEMPORARY SERVICE El ELECTRIC UNDERGROUND Cl ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT D G.F.I. [3-SMOKE DETECTOR 0 FINAL I PLUMBING I El UNDERGROUND PLUMBING O UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING Cl SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: 9AY 0 TUESDAY OWEDNESDAY 0 THURSDAY 0 FRIDAY 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO_______________ PERSON TAKING REPORT"h1i 7ic OLd IL 7 C,. aI--?Ilfj REQUEST FOR INSPECTION TIME: INS CTOR PERMIT NO DATE: OWN E ADDR BUILDING. El FOUNDATION El REINFORCING STEEL El MASONRY EI GROUT GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGPLUMBING El T99'6UT PLUMBING L*IEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST o WATER HEATER El FINAL ELECTRICAL El TEMPORARY SERVICE .' El ELECTRIC UNDERGROUND E ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT Q G.F.I. El SMOKE DETECTOR 0 FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS C3 REFER PIPING El FINAL READY FOR INSPECTION: 0 MONDAY ESDAY OWEDNESDAY DTHURSDAY 0 FRIDAY 0 P.M. SPECIAL INSTRUCTIONS _____________________________________PHONE NO. .4 REQUESTED BY PERSON TAKING REPORT_________________ i4_ i-k.. .. . OCi 76 J ~&- 4 ê fr ce / I ... 7 , $4 REQUEST FOR INSPECTION TIME:_________ INSPECTOR PERMIT NO. DATE: 1 F J, OWNER - ADDRESS e77 0 Ak 1' BUILDING: El FOUNDATION El REINp'F(CING STEEL. ElZ 07 SRY -GUNITE El FL0054(ND CEILING FRAME El SJTHING ERAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING - El ELECTRIC SERVICE Cl CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS' El REFER PIPING El FINAL READY FOR INSPECTION: 0 MONDAY 0 TUESDAY 0 WEDNESDAY fTHURSDAY 0 FRIDAY o A.M. DP.M. .2 SPECIAL INSTRUCTIONS REQUESTED BY, PHONE NO. A r PERSON TAKING REPORT'( 62, Q 4,iC'41 0 f2oJ1I' ffLi •• REQUEST FOR INSECTION TIMZ/ INSPECTOR ( ' If PERMIT NO. DA." 0/ OWNER ADDRESS BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT GUNITE El FLOOR AND CEILING FRAME D SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL PLUMBING I El UNDERGROUND PLUMBING [--]UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT O G.F.I. El SMOKE DETECTOR o FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY O CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: 0 MpNDAY 0 TUESDAY 'XA.M. nPM WEDNESDAY ATHURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY, PHONE NO. 207- 9-63 PERSON TAKING REPORT REQIJESF FOR INSPECTION TIME: INSPECTOR____ - PERMIT NO._____________ )ATE: ADDRESS 211 6 0 C- DATION D-R€4&FeTNG STEEL El MASONRY El GROUT GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: DMON TUESDAY OWEDNESDAY OTHURSDAY 0 FRIDAY o A.M. SPECIAL INSTRUCTIONS REO(Es - E D BY PHONE NO. _l?'Vl'IJ PERSON TAKING REPORT________________ 7' f24 ;0 2,o-o .000 REQUEST INS'ECTOR____ R INSPECTION TIME: ________ 3-ac-&I PERMIT NO. DATE:______________ OWN ADDRESS 7 7 5- G C EI4W I BUILDING I El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT GUNITE El FLOOR AND CEILING FRAME El SHEATHING Cl FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL LUMBING E'(JNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO Cl TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR Cl FINAL I MISCELLANEOUS I El PLENUM AND DUCTS Cl COMBUSTION AIR El PATIO El SIGN Cl GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: 2A. ØN M. 0 P.M. Y 0 TUESDAY EDNESDAY OTHURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS ________________________PHONE NO. REQUESTED BY PERSON TAKING REPOR1/7i' A -77 6 a".' 7- -Z r— oc~ 7895 Convoy Court PROFESSIO1AL REGISTERED INSPECTIONS, INC. San Diego, California 92111 Phone 220660 INSPECTORS WEEKLY REPORT _T70R WEEK ENDING ON ftPJ&A!n... 14............ 19-71 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF %REINFORCED CONCRETE L1 STRUCT. STEEL ASSEMBLY J GLUE- LAM. FABRICATION E] PRE-STRESSED CONCRETE ) REINFORCED GYPSUM OTHER REINFORCED MASONRY PILE DRIVING JOB ADDRESS ,)7751 CCLET c--.T C AQ k S TIAD I CA # BUILDING #tM(T NUMBER PLAN FILE NUMBER OWNER ORPROJCTNAME roo .esTMrS ARCHITECT CONSTR.MATL. (TYPE. GRADE. ETC.I &o DESIGN STRENGTH 2op, SOURCE OR MFGR. ENGINEER c'4o=vrrFk vabNICI4OL DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MGR., WELD-ROD. ETC.) ry Die. — GENERAL CDTACTOR Poz. Lg-vi-, rrJ' CON TR. 0031@-- REPORTED WORK LAB. RECEIVI[MG B TESTING CONSTR. MATL. SAMPLES INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. .303 PROBLEMS. PROGRESS. REMARKS. ETC. INCLUDES INFORMATION ABOUT - AMOUNTSOFMATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE. &IDENT.NOs. OF TEST SAMPLES TAKEN; STRUC T. CONNECTIONS (WELDS MADE. H.T. BOLTS .3UEDJ CHECKED; ETC. 4,.70 cV Ii GLO4R FAø6Q . ' •t-_ jcuir.'y tO 4-1 P1.4 McA,-r &C*.rG in *v. ?-,, BE640 &oc..)ø * PA-pe awt sccc z'- Fja6 ja .ftAu1 r CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted, I have found this work to comply with the approved plans, specifications, and applicable sections of the govern. ing building laws. t. SIGP4&T VRE OF RE GIST E RED INSPECTOR O*TE.OV ePPORT REGISTER NUMBER 1P4 I I 1 CITY OF CA R L S B A C Buildi n g D e p a r t m e n t 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 77 J No. J FOR WEEK 4/24......i9. COVEPINr, WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF J REINFORCED CONCRETE J STRUCT. STEEL ASSEMBLY GLUE- LAM. FABRICATION Li PRE-STRESSED CONCRETE REINFORCED GYPSUM OTHER P. s D REINFORCED MASONRY PILE DRIVING ............._L._ JOB ADDRESS 07 6 / CM A 0, 4• BUILDING PERMIT NUMBER PLAN FILE NUMBER I OWNER OR PROJECT NAME ic Sk4 rz4cE #Ar: Moiz- -tz'. vui-i t MZFCG~R. ARCHITECT 1 Mi C. I1b Lb CONSTR.MATL. ITYPE, GRADE. TC.) DESIGN STRENGTH SOURCE OR J I, ENGINEER DESCRIBE MAT'L. (MIX DESIGN. RE-BAR GRADE & MFGR.. WELD-ROD, ETC.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK LAB. CEIVING & TESTING CONSTR. MATL. SAMPLES INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. ioe PROBLEMS. PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE, & bENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED: ETC. iji-_c C,c.-. ___ Up.j1)g' i3-r1C,,.- Jo4orriokJ Sup &r' M tAL C10 Ikic" ALIsn U ki £ LA g'412VrJ L Li Efr r,F LL qj4.yip9 45 6j 4 L41AJ4 F2ooi 'j C..,L?t'4 3OA//2ft . -. _• • . CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted, I have found this work to comply with the approved plans, specifications, and applicable sections of the govern- ing building laws. REGISTERED ZNAT7;E/OF RC 44 _________ DE OF EPORT EGISTER NUM'EH RECEIVE D APR 29 1981 CITY OF CARLSBA D Building De p a r t m e n t NRI PROFESSIONAL GISTERED INSPECTIONS. INC. PHONE 292.0660 7895 corwoy cowt. sari cego. cafornsa 92111 INSPECTIONS • TE5NG • ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE Tobo Investments OWNER CONTRACTOR Kamar Construction Co. CLIENT ENGINEER_ Kamar Construction Co. Moffit and Nichols ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad Ed Mitchell __________ INSPECTOR PERMIT NO. __________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: West below lower floor 15 Ed Mitchell MIX NO. MADE BY PROPORTIONS 5 S SLUMP 5" ADMIXTURE Pozz DATE MADE 4-21-81 TYPE OF CEMENT DATE RECEIVED Escondido Ready Mix CONC. SUPPLIER SOURCE OF ROCK 44659 Ed Mitchell TICKET NO. INSPECTOR SIGN LABORATORY TEST DATA ArTFSTFn nAvc 7 nAVR flAV SPECIMEN MARKINGS 36633 36634 36635 DATE TESTED 4-28-81 5-19-81 Hold AREA —SO.IN. 28.28 ULTIMATE LOAD - LBS. 46500 UNIT STRESS - PSI 1 645 AT 28 DAYS - PSI SPECIFIED STRENGTH I 2000 I DISTRIBUTION: Kamar Construction (3) City of Carlsbad - 1) ENGINEER RECEIVED MAY 1981 CITY OF CARLSBAD Building Department N PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convoy court. san ego. cauornsa 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE Tobo Investments OWNER CONTRACTOR Kamar Construction Co. Kamar Construction Co. Moffit and Nichols CLIENT___________________________________________ ENGINEER ______________________________ ARCHITECT Moffit and Nichols, Eng. City of Carlsbad BLDG. AUTH. _____________________________ INSPECTOR H.M. Marshall , Jr. PERMIT NO. __________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: Pumping in void area under footings MIX NO. MADE BY H.M. Marshall., Jr. PROPORTIONS SLUMP 7•51I ADMIXTURE DATE MADE 4-23-81 TYPE OF CEMENT ____________________________________ DATE RECEIVED 4-24-81 Escondido Ready Mix CONC. SUPPLIER SOURCE OF ROCK TICKET NO. 294404 INSPECTOR SIGN H.M. Marshal 1, Jr. LABORATORY TEST DATA AF TSTFO DAYS 7 DAYS DAYS 29 DAYS DAYS SPECIMEN MARKINGS 36721 J 36722 36723 DATE TESTED 4-30-81 5-21-81 Hold AREA — SO.IN. 28.28 ULTIMATE LOAD - LEIS. 30000 1060 UNIT STRESS - PSI . SPECIFIED STRENGTH . 2000 AT 28 DAYS - PSI DISTRIBUTION: Kamar Construction (3) City of Carlsbad - 1) k 12 -11-41 _____________ ENGINEER NRI PROFESSIONAL. REGISTERED INSPECTIONS. INC. PHONE 292-0660 795 convoy court. son aego. ca,iorna 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, .Carlsbad PHONE ARCHITECT Moffit and Nichols, Eng. _______________ Tobo investments Kamar Construction Co. CONTRACTOR BLDG. AUTH. Kamar Construction Co. City of Carlsbad OWNER CLIENT ENGINEER Moffit and Nichols Ed Mitchell INSPECTOR PERMIT NO. __________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: West side below lower floor MIX NO. MADE BY Ed Mitchell PROPORTIONS 6 SK SLUMP 5" ADMIXTURE .. DATE MADE 4-20-81 TYPE OF CEMENT DATE RECEIVED 4:23_81 ONC.SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Ed Mitchell LABORATORYTESTDATA AGE TESTED IDAVR 7 nAVC nAvc -DO Ave r% Awe SPECIMENMARKINGS 36642 36643 36644 DATETESTED 4-27-81 5-18-81 Hold AREA _— SQ. IN. 9.00 ULTIMATELOAD —LBS. 16500 UNITSTRESS — PSI 1835 SPECIFIED STRENGTH AT28DAYS —PSI 2000 DISTRIBUTION: Kamar Construction (3) City-of Carlsbad - 1) •: . ENGINEER • " NRI PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7e95 convoy cauj-t. saricego. ca (orna 92111 INSPECTIONS • TESflNG. ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction Co. CLIENT— Kamar Construction Co. ENGINEER Moffit and Nichols ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad INSPECTOR Ed Mitchell PERMIT NO. _________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: N.W. corner below lower leve MIX NO. 6 with Pozz MADE BY Ed Mitchell PROPORTIONS - 6.5 SK SLUMP ADMIXTURE - Pozz DATE MADE 4-20-81 TYPE OF CEMENT DATE RECEIVED 4-21-81 Escondido Ready Mix CONC. SUPPLIER SOURCE OF ROCK 294036 Ed Mitchell TICKET NO. INSPECTOR SIGN LABORATORY TEST DATA ,Ave nAWe SPECIMEN MARKINGS 36606 36607 36608 DATE TESTED 4-27-81 5-18-81 Hold AREA — SO. IN. 9.00 ULTIMATE LOAD — LBS. 27600 UNIT STRESS — PSI 3065 SPECIFIED STRENGTH AT 28 DAYS — PSI 2000 DISTRIBUTION: Kamar Construction (3) City of Carlsbad - 1) A, - / . Y~.Zaz. ENGINEER ( PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 Pr 7895 convoy court. san aego. ca.itorn.a 92111 FR I INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE CONTRACTOR Kamar Construction CO. ____________________________ Kamar Construction Co. Moffit and Nichols CLIENT____________________________________________ ENGINEER ______________________________ ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad Ed Mitchell INSPECTOR PERMIT NO. __________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: N.W. corner below lower 1 ev i MIX NO. 15 MADE BY Ed Mitchell PROPORTIONS 5 S SLUMP 5" ADMIXTURE Pozz DATE MADE 4-20-81 TYPE OF CEMENT DATE RECEIVED 4-21-81 CONIC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. 294049 INSPECTOR SIGN Ed Mitchell LABORATORY TEST DATA AGE TESTED DAYS 7 nAVq flAY O IAl SPECIMEN MARKINGS 36603 36604 36605 DATE TESTED 4-27-81 5-18-81 Hold AREA - SQ. IN. 28.28 ULTIMATE LOAD - LBS. 43000 UNIT STRESS — PSI 1520 AT 28 DAYS - PSI SPECIFIED STRENGTH I I 2000 DISTRIBUTION: Kamar Construction (3) si') City of Carlsbad 1) çJ ENGINEER OWNER Tobo Investments NRI PROFESSIONAL EGtSTERED INSPECTIONS. INC. PHONE 292.0660 7895 Ccrvey court. sariCego. ca,,fornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, .Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction Co. ____________________________ CLIENT, Kamar Construction Co. ENGINEER Moffit and Nichols ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad _____________________________ INSPECTOR Ed Mitchell PERMIT NO. _________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: West below lower floor MIX NO. 6 MADE BY Ed Mitchell PROPORTIONS 6.5 SK. SLUMP 5" 4 ADMIXTURE DATE MADE 4-21-81 TYPE OF CEMENT DATE RECEIVED 4:22_81 CONC. SUPPLIER EscondidoReadyMix SOURCE OF ROCK TICKET NO. 44656656 INSPECTOR SIGN Ed Mitchell LABORATORYTESTDATA ACETSTFfl nAVC nAve neAV SPECIMENMARKINGS 36636 36637 36638 DATETESTED 2881 5-19-81 Hold AREA -. SO. IN. 28.28 ULTIMATELOAD -LBS. 78000 UNITSTRESS - PSI 2760 SPECIFIED STRENGTH AT28DAYS -PSI 2000 DISTRIBUTION: Kamar Construction (3) City of Carlsbad - •1) ENGINEER NRI PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convoy C0UIC. san aego. cafornia 92111 INSPECTIONS • TESTING. ENGINEERING TEST REPORT JOB NO. 2777 -. JOB Beach Terrace Rehabilitation - ADDRESS 2775 Ocean Street, Carlsbad PHONE Tobo Investments Kamar Construction Co. OWNER CONTRACTOR __________________________ CLIENT______________________________________________ ENGINEER Kamar Construction Co. Moffit and Nichols ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad INSPECTOR Ed Mitchell PERMIT NO. __________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: N.W. corner below lower floo MIX NO. MADE BY Ed Mitchell PROPORTIONS 5 SK-25 gals-10 sand SLUMP ADMIXTURE DATE MADE 4-22-81 TYPE OF CEMENT DATE RECEIVED 4-23-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Ed Mitchell LABORATORYTESTDATA ACE TESTED nAVQ ftOAVC SPECIMENMARKINGS 36688 36689 _ J 36690 DATETESTED 4-29-81 5-20-81 Hold AREA -SO.IN. 9.00 ULTIMATELOAD -LBS. 34000 UNITSTRESS -PSI 3780 SPECIFIED STRENGTH AT 28 DAYS -PSI 2000 DISTRIBUTION: Kamar Construction (3) City of Carlsbad •.. o'4J' ENGINEER NRI PROFESSIONAL :REGISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convoy Court. san dego. ca.l?orn,a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, .Carlsbad PHONE OWNER Tobo Investments CONTRACTOR _________________________ Kamar Construction Co. CLIENT____________________________________________ Kamar Construction Co. ENGINEER Moffit and Nichols ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad INSPECTOR H.M. Marshall, Jr. PERMIT NO. PLAN FILE FIELD LOCATION OF SPECIMEN Pump ing in void areas under SAMPLE OF: Concrete IN JOB OR STRUCTURE: existing footings MIX NO. 15 MADE BY H.M. Marshall, Jr. PROPORTIONS SLUMP__________________________________ 711 4-24-81 ADMIXTURE DATE MADE 4-28-81 TYPE OF CEMENT V DATE RECEIVED Escondido Ready Mix 1I CONIC. SUPPLIER SOURCE OF ROCK 294448 H.M. Marshall, Jr. TICKET NO. INSPECTOR SIGN EST DATA AGE TESTED FAVC SPECIMEN MARKINGS 36757 36758 36759 DATE TESTED 5-1-81 5-22-81 Hold AREA — SO. IN. 28.28 ULTIMATE LOAD — LBS. 35000 UNITSTRESS — PSI 1235 SPECIFIED STRENGTH AT 28 DAYS — si 2000 flITtRIITIflIJ - - -. ,... tFt E I\1 t t - - - rauIuu City of Carlsbad -.1) MAY 1981 CITY OF CARLSBAD Building Department aL 141 ENGINEER 7895 Convoy Court PROFESSIOA1 REGISTERED INSPECTIOiS, INC. San Diego, California 92111 - Phone 292.0660 INSPECTORS WEEKLY REPORT 31 [NO. FOR WEEK J ENDING ON COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF J REINFORCED CONCRETE U STRUCT. STEEL ASSEMBLY GLUE- LAM. FABRICATION fl PRE-STRESSED CONCRETE J REINFORCED GYPSUM OTHER D REINFORCED MASONRY PILE DRIVING JOB ADDRESS 2775' ece.AA) c7. CAP.J.58A0 CA. BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER ORPROJCTNAME T090 •Z*3vEc7n64d7'S ARCHITECT 3O4M P. ALD' CONSTR.MATL. (TYPE. GRADE. ETC.) 'lD ..L. zr)i DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Da40o2FF io DESCRIBE MATL. (MU DESIGN. RE-BAR GRADE & MFGR.• WELD-ROD, ETC.( A 3c:. — 119 - IbL.à 14YeAD:6A) flCi•)•P GENERAL CONTRACTOR J<AMA ft CONTRDOII4G REPORTED WORK 441e,,u a vraip LAB. RECEIVING & TESTING CONSTR. MATL. SAMPLES $NSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS. PROGRESS, REMARKS. ETC. INCLUDES INFORMATION ABOUT — AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER. TYPE. &IOENT.NOS. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 3f1D PLaoL. CaI)M*S A/,.4L r& ,Qeppi c.'.,. gio&j6ra Gtl.vEL CAPa ve 4-7..2 .RO (eivjsiuS AI,GZ TO J3PI SYa'CE f5 FELWTIL GA$bUØ. V411 ilk AM CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the govern- ing building laws. IJI SIGNATURE OF REGISTERED INSPECTOR DATE OFWEPORT REGISTER NUMBER 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego, California 92111 - - Phone 292-0660 INSPECTORS WEEKLY REPORT 77 I fFOR WEEK No. 1?ENDINGON .... ...i 194 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL SPECIAL INSPECTOR OF j REINFORCED CONCRETE c.STRUCT. STEEL ASSEMBLY j GLUE. LAM. FABRICATION E] PRE-STRESSED CONCRETE REINFORCED GYPSUM EOT.HR [J REINFORCED MASONRY PILE DRIVING J').. JOB ADDRESS 7-1 ...I C.- -, . I • _.) / 7_..) C_ C.- 4N BUILDING PERhUT NUMBER -.,. -P — — PLAN FILE NUMBER OWNER OR PROJZCT NAME .- -r-- •. !Z'..0 •L—)-.'.?:. ARCHITECT - I f - ,,si.j r f'j CONSTR.MAT'L. (TYPE. GRADE. ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER -rr i DESCRIBE MATL. IMIX DESIGN. RE-BAR GRADE & MGR., WELD.ROD, ETC.) I\3 to F 17r' GENERAL CONTRACTOR - r" , CONTR. DOING REPORTED WORK gb., ..IG LAB. RECEIVING B TESTING CONSTR. MATL. SAMPLES Professional Registered Inspect., Inc. INSP'N. DATE 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. & IDENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORGUED) CHECKED; ETC. '. -, ,Sit ,J rt B 2,u.:1 Ci:i a/f" C;/,LT.. - V. )t, S-.S- _______o. __ CEIf Of cARLSRA uullasng Department - CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the govern- ing building laws. SIGNATURE OF REGISTERED INSPECTOR DATE OF REPORT REGISTER NUMBER 7895 Convoy Court PROFESSIOAL REGISTERED INSPECTIONS, INCe San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT -75I No. _rFOR WEEK J ENDING ON .................. COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF j REINFORCED CONCRETE LI STRUCT. STEEL ASSEMBLY •J GLUE - LAM. FABRICATION j PRE-STRESSED CONCRETE :1 REINFORCED GYPSUM 0 OTHER REINFORCED MASONRY D PILE DRIVING JOB ADDRESS 2?'7 r. BUILDING FE:R54T NUMBER PLAN FILE NUMBER OWNER ORPRO.ICTNAME fEAcW TRRAe ARCHITECT 1ott P. 1,14 1110— CO/4STR.MAT'L. (TYPE. GRADE. ETC.) )U(. Coh)C. BkOcj. I DESIGN STRENGTH 13'5'D P5) SOURCE OR MFGR. I ENGINEER DESCRIBE MAT')... (Mix DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) P'1oUrA. -.,ea Pbi - K P3 GENERAL CONTRACTOR _ CONTR. DOING REPORTED WORK kt o,L D/)1y LAB. RECEIVING & TESTING CO'NSTR. MATL. SAMPLES INSPN. DATE 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. & IDENT.NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKED; ETC. k°roa., s wr 4 n , tj s - J4. Co,cJ . e W&.L s'r (ci), tb7g, wait-mm. ) ral it Uri aw " !Pflijjq91 J,. \ ___ CITyç CARLSRAD ng DePartment CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the govern. ing building laws. I SJGNTUREOF REGISTERED II1SPECTOR DATE. OFREPORT REGISTER NUMBER 1 Convoy Court MOFSAL REGISTERED ISPECT!O1S, IiC. San 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 2737 J No. FOR WEEK ENDING ON Ap.r..i.1 .... J.7 ............... .19.1 COVERING WORK PERFORMED j REINFORCED CONCRETE J STRUCT. STEEL ASSEMBLY (J GLUE. LAM. FABRICATION WHICH REQUIRED APPROVAL BY PRE-STRESSED CONCRETE REINFORCED GYPSUM OTHER THE SPECIAL INSPECTOR OF REINFORCED MASONRY PILE DRIVING JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER 2775 Ocean Street, Carlsbad 80-253 OWNER OR PROJECT NAME ARCHITECT Beach Terrace Motel John P. Landry Inc. CONSTR.MATL. (TYPE. GRADE. ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Grout 2000 psi Esc. 'Ready 4ix Deardorff and Deardorff DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MrGR.. WELD-ROD. ETC.) GENERAL CONTRACTOR Mix #6 6.5 SK Kamar Construction CONTR. DOING REPORTED WORK Ekadel Masonry and Concrete LAB. RECEIVING & TESTING CONSTR. MATL. SAMPLES Professional Registered Inspect., inc INSPN. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. J09 PROBLEMS. PROGRESS REMARKS. ETC. DATE INCLUDES INFORMATION ABOUT—AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE, &IDENT.No'S OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORCUED) CHECKED; ETC. 1-14 Inspected grouting of masonry retaining wall and building wall on Southeast corner of building. Made 3 grout samples. RCVED APR 16 1981 CITY OF'C44RLSBAD utIding Dèpartmen CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the govern- ing building laws. SIGNAT,WRE OF REGISTERED INSPECTOR April lIe, 1981 RCE 19393 DA FE OF RaPOPT c95 'ai&x St i. 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 Citp at QCartbab April 9, 1971+ TELEPHONE: (714) 729-1181 Tobo Investments 2785 Roosevelt Ca rlsbad, CA 92008 : Attn: Tony Howard-Jones Subject: Beach Terrace Apt. Motel - Buried Protective Sea Wall Dear Mr. Howard-Jones: The Engineering Department concurs with the proposed sea wall design. The Building Department will inspect construction of the structure. A $2.00 permit from the City Engineer is required for the construction of a buried structure in the public right of wa y. . Please contact the San Diego State Coast Regional Commission. for requirements within Proposition 20 zone. Very truly yours, Tim Flanagan. City Engineer Jack Nikkinefi Civil En,d7ering Associate 1he c".4-off ily of Ckbci will continue to process app!c:s T C F / J N/mac and issc pe;nas nd other entitlements. However, E nc l . ;roviz,ns tdsed by Piopositios, 20 (DIY. 18, ( i. - Sec. 2703, et, siq. Public Resources Code), you r.; , need a p.rii1 from the San Diego Regional (ansi I Cornmis.s:n b±re going kiward with your project. I undrstS t!:c above procodre and acio!edgc -. of cam?Iance wth the requirements of Proposition - :. &. Chap. 1, Sec. 27000. et seq. Public Resources C &). bJie procecd:r.g vith /Us p7oject. // 7 Dot( 74 (Cf /7( • Applicant: . D ESGIL CORPORATION 9820 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92128 (714) 80-1489 March 24, 1981 Mr. Martin Orenyak Building Inspection City of Carlsbad 1200 Elm Avenue Carlsbad, California Department 92008 7 Subject: Foundation Repairs; cean Street Dear Mr. Orenyak: Esgil Corporation, per your request, has provided a review of the "Preliminary" plans dated March, 1981 prepared by Moffat & Nichols, Engineers, Long Beaôh, California. We find the following items need to be addressed: Per Section 2903, 1976 Uniform Building Code, provide a complete report by a California Registered Engineering Geologist identifying, from a geology standpoint, (a) the probable cause of the failure (b) the alternatives available to repair the situation (c) the basis for selecting the proposed repair process (d) the negative impact, if any, on the existing earth structure under the building and (e) the anticipated impacts on adjacent property, erosion, free drainage and the seawall. Provide a complete report by a Registered California Civil Engineer, who is experienced in soils engineering, evaluating (a) the probable cause of the present failure (b) the alternatives to correct the problem (c) the basis for selecting the proposed repair process (d) the negative impacts, if any, on the existing soil support- ing material (e) the ability of the existing material to support the proposed repair work and (f) recommend- ations regarding the soil strength, permeability, porosity, and similar items, relative to the soil being able to respond in the manner anticipated if the prop- osed repair is to be successful and enduring. Provide complete calculations by a Registered Civil Engineer, experienced in coastal area foundation engineering, related to structures, to show the various loads and other factors pertinent to the prop- osed repair work and to show that the proposed elements of the repair work are suitabily connected and adequate to withstand the anticipated loads. Note on the plan that all work shall be performed under the continuous inspection of a Registered Civil Engin- eer, experienced in coatal foundation work, who shall perform the duties described in Section 305(a) of the 1976 Uniform Building Code. Note on the plans that City approval of the completed work items shall not be authorized until the written reports described in Section 305(c) have been submitted to the Building Official. If you have any questions please contact Dick Esgate. Yours very truly, Es il Corp ration Richard ames Esga President R JE/jms I Woodward-Clyde Consultants 3467 Kurtz Street San Diego. Calilornia 92110 714-224-2911 Telex 697-841 March 20, 1981 Project No. 591451-INSP Mr. John Landry John P. Landry, Inc. .2921 Roosevelt Street Carlsbad, California 92008 EOUNDAT1ONREPAIRRECOMMENDATIONS BEACH ERRACE MOTEL CARLSBAD, CALIFORNIA Dear Mr. Landry: On March 10, 1981, you requested that we provide recommended allowable soil bearing pressures for use, in design of founda- tion supports for repair of the west end of the Beach Terrace Motel building. The west end of the building is damaged and has subsided because foundation-subgrade soils have been eroded by wave-related water intruding beneath the foundation. To obtain information on which to base.a 'response to your request, an engineer from our firm went to the site on the afternoon of March 11, 1981, to observe the conditions beneath the damaged portion of the building. Accompanied ,by you, Mr. Jerry Rombotis of Kamar Construction Company, and Mr. Tony Howard-Jones, the owner, the engineer observed the conditions and discussed methods of making repairs-and supporting the structure. On March 13, 1981, the engineer. discussed (by telephone) the conditions and repair methods, with Mr. George Johnson of Moffatt & Nichol,' Engineers. AS observed by our Ito engirleer,fEhe v subgrade soils had eroded eera1 fetbenah the foundations and floor slabs of aRpxoximately the western half of the westernmost first- Th5'—or roomsJ rn irs tfioor elevation iifllly at Elevation 16 (MSLD) and the bottoms of the foundation footings were at approximately Elevation 6.5. The subgrade soils were eroded and displaced, creating a void beneath the building to elevations varying from about 3 feet, to 5 feet. As a result of the loss of subgrade soils, the western portions of the floor slab and footings had subsided a few inches, and large cracks had developed in the floor slab. Consulting Engineers. Geologists and Environmental Scientists Offices in Other Principal Cities 1' Mr. John Landry March 20, 1981 Project No. 591451-INSP Page 2 Woodward-Clyde Consultants As part of attempts to prevent further erosion of the sub- grade soils, concrete had been pumped into the void beneath the building, and created a rough, irregular-surfaced mat varying from a few inches to about 1 foot thick. We under- stand that, due to wave action, water intruded the void during and after placement of this expedient mat. The mat has cracked excessively and separated at its surface, indi- cating that erosion had created voids beneath the concrete mat; the western portion of the mat had subsided. Expedient repairs also included placing cribbing supports beneath the footings within the major void; constructing some circular concrete columns to near the bottom of footings; and placing riprap, sandbags, and concrete grout along the outside of the protective seawall of the building in order to mitigate further water intrusion and erosion beneath the concrete mat and within the major void. A 3/8-inch-diameter steel rod was used to probe the exposed soils outside the limits of the concrete mat and was pushed through cracks in the mat. Our observations and probing .indicate that natural, relatively clean sands were eroded to form the major void beneath the building, and that a rela- tively horizontal basal layer of gravel and cobbles inter- mixed with sand is present at or a little below the bottom of the concrete mat. Observations through cracks indicated that sand had been washed out from under portions of the mat void areas beneath the mat and the Our engineer was unable to penetrate the cobbles with the probe and thus, could not evaluate the soils beneath the basal gravel and cobble layer. Our knowledge of soil strata along the coast in the general area, however, indicates that dense formational soils are typically present below the basal layer. Additionally, we were informed that dense "hardpan" materials were found immediately below the cobbles during original construction of the building seawall and during excavation for recent expedient repairs along the outside edge of the seawall. We understand that plans for permanent repairs include jacking the subsided portions of the foundation and floor slab back to original elevations; temporarily supporting the structure on the circular columns; pouring concrete on top • Mr. John Landry March 20, 1981 Project No. 591451-INSP Page 3 Woodward-Clyde Consultants of the cracked concrete mat to fill the void with a massive concrete mat to approximately Elevation 9; filling the remainder of the void to bottom-of-floor-slab grade with compacted and/or stabilized sand; and providg additional anchorage for the building seawall. We alô understand _______ that, prior to pouring ti estna-concrete mat, approx- imately No. 10-size steel rebars will be placed through the existing concrete mat and the cobble layer, will be embedded about 3 feet-or-more into the uflderlvjflq_dexiaehaL&)an" tional soils, then wfll extend upward and be-encased in ass concrete mat when it is pod CONCLUSIONS AND RECOMMENDATIONS Based on our observations, our understanding of the proposed repair methods, and our review of our report entitled "Soil and Geologic Investigation for the Proposed Beach Terrace Motel Addition, Carlsbad, California," dated December 17, 1979, the building foundation in the repair area can, in our opinion, be adequately supported temporarily on concrete columns in the manner planned, when the columns are loaded , in accordance with the allowable soil bearing pressures recommended below. . . \t We recommend that the allowable soil bearing pressures given , A in our report dated December 17, 1979, for the motel addi- tion be used for support of the column bases. For ease of reference, the recommended soil bearing pressures are: P./. ' 1,500 psf for foundations at or below Elevation .2,000 psf for any foundations founded within 2 footing- or column-base widths above Elevation 3,000 psf for any foundations founded more than 2 footing-widths above Elevation 4. If any new columns or footings are founded outside the existing concrete mat, they should be founded a minimum depth of 8 inches below the adjacent surface grade. Addi- tionally, if the footing or column is located within an area where the ground surface slope is steeper than 3 to 1 (hori- zontal to vertical), the bottom of the foundation should be 1_• Mr. John Landry - .. March 20, 1981 Project No. 591451-INSP Page 4 Woodward-Clyde Consultants deep enough that a plane extending down and out from the base of the foundation at an inclination of 3 to 1 will not intersect the slope surface. We recommend that the subgrade beneath the existing expe- dient concrete mat be pressure grouted with concrete grout 7 in order to fill erosion voids beneajh the mat ancL.within To provide better grout penetration and AlQ/"reduce the possibility of blowing out portions of the existing mat, we. recommend that grout pipes be installed and* that a portion (at least 12 inches thick) of the proposed new mass-concrete mat be poured and allowed to set for at ( least 12 hours prior to the grouting operations. (,P After the recommended grouting operations are completed and the mass-concrete mat is placed to the planned elevation (Elevation 9), the mat can, in our opinion, adequately support the original design loads of the existing structure footings that will be embedded in the mat. If you have any questions, or if we can be of further service in this matter, please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS James E. Cavallin R.E. 17553 JEC/JAH/mam (2) Mr. John P. Landry (1) Kamar Construction Company (1) Moffatt & Nichol, Engineers MOFFATT & NICHOL, ENGINEERS CALIFORNIA OREGON - HAWAII - MICHIGAN March 31, .1981 Mr. Martin Orenyák Building Inspection Department City of Carlsbad 1.200 Elm Avenue Carlsbad, California, 92008 Subject:. Foundation Repairs -- 2775 Ocean Street Dear Mr.. Orenyak: On Tuesday, February 24, 1981, Moffatt & Nichol, Engineers received a call from Mr. Tony Howard-Jones requesting that an engineer be sent to investigate a possible void underneath the first floor apartment, living rooms at the Beach Terrace Apartments in Carlsbad, CA. They had observed that when the waves struck the front of the seawall there was a movement of air up through the, cracks in the concrete floor underneath the carpet. Mr. Jones noted that the seawall foundation appeared to be exposed at low tide, and it also appeared that the seawater was running in and out under the seawall as the tide changed. In the afternoon of February 24th Mr. George Johnson, a Civil Engineer, with Moffatt & Nichol, Engineers met with Mr. Tony Howard-Jones and a contractor, Jerry Rombotis, of Kamar Construction Company to investigate the site. The contractor drilled a hole in the top slab of the concrete seawall and a void was observed approximately 7 to 8 feet in depth underneath this area. The contractor proceeded to drill another hole in the floor of the first floor apartment unit which was approximately 7-1/2 feet higher than the concrete slab on the exterior of the building. Upon completing the hole opening it was observed that the area immediately under the front part of the apartment floor also had a void approximately 12 feet in depth. We were able to determine that a portion of the foundation on the oceanside of the apartment building did not have any bearing upon natural ground. With the information from this discovery, and the realization that the void could extend for the length of the building, it was decided that the tenants had to be moved out of the building immediately. It was decided that with the tenants moved out of the building for the night the investigation work would continue the following morning when there would be a low tide. P. 0. BOX 7707 • 250 WEST WARDLOW ROAD • LONG BEACH, CA • 90807 • (213) 426-9551. 774-5650 • TELEX 65-6476 Mr. Martin Orenyak March 31, 1981 Page Two On Wednesday, February 25th, the contractor brought in concrete core drilling equipment and proceeded to drill holes approximately 8 feet apart along the concrete slab above the seawall. It was determined that the first order of work should be to seal the area under the seawall, between the bottom of the wall and the hardpan, with concrete grout. As the concrete grouting work proceeded, the contractor had additional holes drilled in the floors of each of the first floor apartments in order that additional inspection work could take place. 4',) Twenty-four inch diameter sonotube columns were placed / JjJ under the foundation at the corner of each apartment wall. The sonotubes were filled with concrete with the concept that a foundation stablizing effort could be made at a x future time. A house moving contractor installed wood cribbing under the foundation as a temporary support until the permanent solution could be designed. ) After the concrete grout was placed on the inside, it was decided that an effort should be made to approach the LA bottom of the seawall from the outside and add additional concrete grout to the area immediately below the seawall. Sandbags were utilized as a protective barrier on the outside jV of the wall during the pouring of the concrete grout to fill the void space underneath the wall. Approximately 300 tons of 1 and 2 ton armor rock was then placed in front of the seawall as temporary protection for the toe of the seawall. The cause of this problem is primarily due to the depletion of the beach sand which has occurred in the Southern California area over the past few years. As the beach sand is depleted, the waves continue to break further inland closer to the existing improved property. A description of the problem that would exist when the sand disappeared from beach in front of this location is very adequately described in a letter to the San Diego Coast Regional Commission dated April 2nd, 1979. The pertinent paragraph is found on page 7 two, the second paragraph. It reads as follows: "The concrete seawall fronting the existing Bea Terrance Apartment building is founded on this sandstone layer and anchored to it with steel dowels grout drilled holes two feet deep. This was the best solution we could devise for the particular conditions at this p site. We informed the owner, however, that if the sand should ever disappear rock riprap would have E6 The placed at the toe of the seawall to prevent undercutting of the foundation and pumping of sand fill out from under the structure." 441. Mr. Martin Orenyak T March 31, 1981 Page Three It a thjt the -e 3ZS owner and others did not nQticeo--O* that hardpan u&erneath the seawall because the stones,' called cobbles, had been thrown up by the waves against the bottom of the seawall, therefore no notice was made of an opening under the seawall. In all likelihood, if the State had not required the removal of the temporary rock revetment and had allowed the rock revetment to remain permanent, the particular condition that faces this owner at this time probably would not have occurred. Reference is made to an emergency permit issued in January 30, 1974, No. F1279/E0022 and permit No. F1479 and appeal No. 139-74 issued in July 1974. The San Diego Coast Commission was informed of the seawall erosion problem by letter from Moffatt & Nichol dated February 26, 1981. Mr. Tony Howard-Jones was subsequently informed that the repair work on the building behind the seawall did not require a coastal commission permit. Mr. Johnson of Moffatt & Nichol, working with Jerry Rombotis of Kamar Construction Company, has developed a new foundation design to restore the building to full use. The void area will be filled with concrete which will become a mass concrete pad for the building foundation. This mass concrete pad will take the place of the washed out sand. Please refer to the attached drawings for the Beach Terrace Apartment-Motel "Building Foundation and Seawall Repair," dated March 1981 (Job No. L-1949) which details the construction work required to restore the integrity of the building foundation. It is my understanding that Kamar Construction Company will apply for the necessary building inspection permit. If you have questions or comments, please call me (213) 426- 9551. Very truly yours, MOFFATT & NICHOL, ENGINEERS A in GDJ/lw cc Tony Howard-Jones Terry Rombotis, Kamar Construction Co. MOI'FATi & NI CI. IOL, LNGlNEEItS CALIFORNIA OREGON - HAWAII MICHIGAN Febtuazy 26, 1981 State of California San Diego Coast Regional Commission 6154 Mission Gorge Road Suite 220 San Diego, CA 92120 ATTENTION: MR. TOM CRANDALL, EXECUTIVE DIRECTOR Subject: Request for emergency permit to construct temporary erosion control protection at 2775 Ocean Street, Carlsbad, CA Dear Mr. Crandall: On Tuesday, February 24, 1981, Moffatt & Nichol, Engineers received a call from Mr. Tony Howard Jones requesting that an engineer be sent to investigate a possible void underneath the first floor apartment living rooms at the Beach Terrace Apartments 'in Carlsbad, CA. They had observed that when the waves struck the front of the seawall there was a movement of air up through the cracks in the concrete floor underneath the carpet, and also in one location under the linoleum covered concrete slab. Mr. Jones noted that the seawall foundation appeared to be exposed at low tide, and it also appeared that the seawater was running in and out as the tide changed. In the afternoon of February 24th Mr. George Johnson, a Civil Engineer, with Moffatt & Nichol, Engineers met with Mr. Tony Howard Jones and a contractor, Jerry Rombotis, of Kamar Construction Company to investigate the site. The contractor had a hole drilled in the top slab of the concrete seawall and a void was observed approximately 7 to 8 feet in depth underneath this area. The contractor proceeded to drill another hole in the floor of the first floor apartment unit which was at a higher elevation than the concrete slab on the exterior of the building. Upon completing the hole opening it was observed that the area immediately under the front part of the apartment floor also had a void approximately 12 feet in depth. By checking the plans for the construction we were able to determine that the foundation along with oceanside of the apartment building did not have any bearing upon natural ground. With the information from this discovery, P. 0. BOX 7707 • 250 WEST WAROLOW ROAD • LONG BEACH • CALIFORNIA • 90807 • (213) 426-9551. 774-5650 State of California February 26, 1981 Page Two and the realizat of the building, moved out of the with the tenants investigation wo, there would be a ion that the void could extend for the width it was decided that the tenants had to be building immediately. It was decided that moved out of the building for the night the rk would contiñueto following morning when low tide. On Wednesay, February 25th, the contractor brought in concrete core drilling equipment and proceeded to drill holes approximately 8 feet apart along the concrete slab above the seawall. It was determined that the first order of work should be to seal the area under the seawall, between the bottom of the wall and the hardpan, with concrete grout. As the concrete grouting work proceeded, the contractor had additional holes drilled in the floors of each of the first floor apartments in order that additional inspection work could take place. Twenty-four inch diameter sonotube columns were placed under the foundation at the corner of each apartment wall. The sonotubes were filled with concrete with the concept that a foundation stablizing effort could be made in a few days after the concrete gained some strength. After the concrete grout was placed on the inside, it was felt that an effort should be made to approach the bottom of the seawall from the outside and add additional concrete grôt to the area immediately below the seawall. In order to work on the outside of the seawall, it is necessary to provide some protection for the concrete grout during the period of time required for the concrete to take its initial set. As of the writing of this letter, it is intended that sindbags will be utilized as a protective barrier on the outside of the wall during the pouring of the concrete grout to fill the void space underneath the wall. It is intended that these sandbags will be placed in lieu of placing rock riprap against the wall at this particular time. The cause of this problem is primarily due to the depletion of the beach sand which has occurred in the Southern California area over the past few years. As the beach sand depleted, the waves continue to break further inland closer to the existing improved property. A description of the problem that would exist when the sand disappeared from beach in front of this location is very adequately described in a letter to your office dated April 2nd, 1979, regarding your file no. F7944. The pertinent paragraph is found on page two, the second paragraph. It reads as follows: - -: 4 1 ,,The !'concrete seawa1lfronting the existing Beach Terrance Apartment building is founded on this sandstone layer and anchored to' it with steel dôwèls groutedin drilid holes two feet deep. This was the best solution we could devise for the particular conditions at this site. We -informed the owner, however, that if the sand should ever disappear and erosion of the hardpen begin, rock riprap would have to be placed at the toe of the seawall to prevent undercutting of the foundation and pumping of •sand fill out from under.the structure." It appears that the owner and others did not notice that the depletion of the sand was causing this erosion of the hardpen underneath the seawall because the stones, we call cobbles, had been thrown up by the waves against the bottom of the seawall and probably for a long, period of. time no notice was made of an opening under the seawall. In all likelihood, if the State had not required the removal of the temporary rock revetment and had allowed the rock revetment to remain permanent this particular condition that faces this owner at this time would probably not occurred. Reference is made :toan emergency permit issued in January 30, 1974, No. F1279/E0022 and permit No. F1479 and appeal No. 139-74 issued in. July 1974. This project was discussed with Mr. Paul Webb of your office on Thursday, February26th. Mr. Webb indicated that the Coastal Commission would not approve of a new proposal for a rock revetment protection at this location since it would be an encroachment on the public beach. Mr. Webb indicated that we should immediately file for an emergency, permit for the work that was underway to protect the property, therefore, please consider this the request to perform the emergency work necessary to grout and sandbag the existing seawall in order-that it can be secured from further erosion. Very truly yours, MOFFATT & NICHOL, ENGINEERS - George P. eison GDJ/lw Attachments enclosed .1 • City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-09-2006 Commercial/industrial Permit Permit No: CB060365 Building Inspection Request Line (760) 602-2725 Job Address: 2775 OCEAN ST CBAD Permit Type: TI Sub Type: COMM Parcel No: 2032350200 Lot #: 0 Status: ISSUED Valuation: $10,000.00 Construction Type: NEW Applied: 02113/2006 Occupancy Group: Reference #: Entered By: RMA Project Title: BEACH TERRACE INN-BRING UP TO Plan Approved: 02/14/2006 CODE-RAMPS,WALKS,STAIRS 7 RAILINGS Issued: 03/09/2006 Inspect Area: Plan Check#: Applicant: Owner: KIP MCBANE TOBO INVESTMENTS 2785 ROOSEVELT ST CARLSBAD CA 92008 760 729-5152 Building Permit $99.69 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $64.80 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $2.10 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) BID #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 0 $0.0 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 HMP Fee ?? TOTAL PERMIT FEES $166.59 Total Fees: $166.59 Total Payments To Date: $166.59 Balance Due: $0.00 BUILDING PLANS /_1NS1 C ATTA WED FINAL Inspector: 1P. Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' 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 .4P.sri;s11.1 # of Bedrooms # of Bathrooms PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE 0 V PLAN CHECK NO. Aol; 0, ?~5` EST. VAL. Plan Ck. Deposit Validated By — Name Address I City' State/Zip Tei'phone# Name Address City - Slate/Zifr Tdlei,ire # - (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 t., 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, commending 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 pplicant to a civil penalty of not more than fivØ'hundred dollars l$50011. ZLt%jSI4ii-OS 177( bS LfZ4¼Jc cr in) S1Aiij haY7r (4(tq'-rçç7b Name Address - City State/Zip "Telelhone #. State License # ' ~ 5 I License Class City Business License #• Zt -10 z'( • Designer Name J Address TO '.c4 C & '7 City tate/Zip c.i- TeIePhonç7O) v State License #( $t,9J . AL0j PENqATkOy Workers' Compensation Declaration: I hereby 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 as provided by Section 3700 of the Labor Coda, for the performance of the work for which this permit is issued. r I have and will maintain workers' compensation, as required by Section 3700 of theLabor, Code, for the performance of the work for which this permit is d. My worker's compensation insurance carrier and policy number are: Insurance Company 11l(T U. fJ Policy No. 1 -7 45 1Zxpiration Date WID (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 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 become 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 one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SGNATURE DATE 7 .1 L 771177F E 71OWNER BUILDER DECLARATION T TT I hereby affirm that I am exempt from the 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 imprC'ement 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). El 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 LicenseLaw). o 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. 0 YES ONO 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 I address /.phone number / contractors license number): 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 number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE - DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. TI , I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS STTAPPLICANTCERTIFICATIONT IT 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 representatives of the Cit' 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 (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 10/05/2006 LJ Permit# CB060365 Inspector Assignment: PC Title: BEACH TERRACE INN-BRING UP TO Description: CODE-RAMPS,WALKS,STAIRS 7 RAILINGS Type: TI Sub Type: COMM Job Address: 2775 OCEAN ST Suite: Lot 0 Location: OWNER TOBO INVESTMENTS Owner: TOBO INVESTMENTS Remarks AM Total Time: Phone: 6198570218 Inspector: Requested By: BUD Entered By: JANEAN CD Description Act Comment 19 Final Structural A,~O ___________ 29 Final Plumbing 39 Final Electrical I I 49 Final Mechanical Comments/Notices/Hold Associated PCRs/CVs Original PC# PCR06050 ISSUED BEACH TERRACE INN -REPLACE 200; AMP PANEL WITH 400 AMP PANEL Inspection History Date Description Act Insp Comments 08/29/2006 14 Frame/Steel/Bolting/Welding CO PC SEE LIST 05/15/2006 11 Ftg/Foundation/Piers AP PC STAIR & RAMP 05/11/2006 11 Ftg/Foundation/Piers NR PY 04/18/2006 65 Retaining Walls AP PC DRAINS 04/14/2006 65 Retaining Walls PA PC GROUT- DRAINS NOT IN 04/12/2006 66 Grout PA PC PILASTERS 04/11/2006 66 Grout CA PC BY JOHN 04/06/2006 11 Ftg/Foundation/Piers AP PC DUNN SAVOIE INC. STRUCTURAL ENGINEERS SOB S. CLEVELANO ST. OCEANSIOE, CA 92054 PH. (760) 966-6355 FX. (760) 969-6360 E-mail: dsi@surfdsi.com STRUCTURAL CALCULATIONS FOR Best Western Beach Terrace Inn WALKWAY RAMP REPAIR Carlsbad, Ca. -. DSI Job No 06-107) Architect: WM Designs (Kip McBane) • March 31,.2006 • V V • TABLE OF CONTENTS - ITEM V • . PAGE DESIGN LOADS '& EXISTING BM FTG • 1 . V V • • • • . RETAINING WALL.. V • • • • V • V & () M1 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966.6360 Email: dsi@surfdsi.com JOB 54- -6)e4 L4&k SHEET NO. / OF___________________ CALCULATED BY_(2...vS DATE_("Ait_. CHECKED BY_________________________ DATE____________________ SCALE to Ew Cu 'A-rcJ CLArF ?ç &F A—C 'e' vu, Pc.'r- ç cE) DZ1- 1. $ 14ic qfr: ' fc f'wt 14.'1f'c14- ()••• ..................... fri/sc. L& psr &C (?-fcEoc- L4 L."' . ,, (• pçrL. .' i!L-- .- . s-.:• 12 el 0 31 fr l' Q'-2' fr DUNN SAVOIE INC. Title: STRUCTURAL ENGINEERS Dsgnr: 908 S. CLEVELAND ST. Description: OCEANSIDE, CA. 92054 (760) 966-6355 Scope: DSI@SURFDSI.COM Job # '2- Date: 12:4913M, 31 MAR 06 Design height ft= 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 Reber Size = # 5 Reber Spacing = 16.00 Rebar Placed at. = Edge Design Data fb/FB + fa/Fa = . 0.353 Total Force © Section lbs = 280.0 Moment .... Actual ft-# = 373.3 Moment.....Allowable = 1,058.0 Shear ..... Actual psi= .5.0 Shear ..... Allowable psi= 19.4 Bar Develop ABOVE Ht. in = 30.00 Bar Lap/Hook BELOW Ht. in = 6.00 Wall Weight = 84.0 Reber Depth 'd' in = 5.25 Masonry Data fm psi = 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = No Modular Ratio 'n' = 25.78 Short Term Factor . = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Normal Weight Concrete Data f'c Psi= Fy psi Other Acceptable Sizes& Spacings Toe: Not req'd, Mu <S * Fr Heel: Not req'd, Mu <S * Fr Key: Not req'd, Mu <S * Fr Uset KVO$O293L Ver5SI.25-Dct.2002 Cantilevered Retaining Wall Design Page 1 I (c)1983.2002 ENERCALC Engineering Software - flenercalo iobskip mcbane m,sc.ecw.Best Wes Description Best Western Beach Terrace 4ft ret wall Criteria Retained Height = 4.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Soil Density = 110.00 pcf [ib Allow Soil Bearing = 1,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 150.0 Water height over heel = 0.0 ft = 0.300 Footing Strengths & Dimensions fc = 3,000 psi Fy = 60,000 psi Mm. As % = 0.0014 Toe Width = 0.91 ft Heel Width = 1.25 Total Footing Width Footing Thickness = 12.00 in 8.00 in = 7.00 in = 1.00 ft © Btm.= 3.00 in FootinglSoil Friction Wind on Stem = 0.0 psf Soil height to ignore for passive pressure Key Width Key Depth = 0.00 in. Key Distance from Toe Cover © Top = 3.00 in I Design Summary Total Bearing Load = 1,147 lbs ...resultant ccc. = 3.73 in Soil Pressure @ Toe = 990 psf OK Soil Pressure @ Heel = 72 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACl Factored © Toe = 1,238 psf ACI Factored © Heel = 90 psf Footing Shear © Toe = 6.3 psi OK Footing Shear © Heel = 6.8 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 2.21 OK Sliding = 1.53 OK Sliding Cafes (Vertical Component Used) Lateral Sliding Force = 437.5 lbs less 100% Passive Force: - 325.5 lbs less 100% Friction Force= - 344.1 lbs Added Force Req'd = 0.0 lbs OK .... for l.5:1 Stability = 0.0 lbs OK LFooting Design Results I Toe Heel Factored Pressure = 1,238 90 psf Mu': Upward = 607 0 ft-# Mu': Downward = 166 353 ft-# Mu: Design = 441 353 ft-# Actual 1-Way Shear = 6.33 6.76 psi Allow 1-Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Specd Key Reinforcing = None Specd (Stem Construction Top Stem Stem OK DUNN SAVOIE INC. Title: Job # STRUCTURAL ENGINEERS Dsgnr: Date: 12:49PM, 31 MAR 06 908 S. CLEVELAND S1 Description: OCEANSIDE,CA.92054 (760) 966-6355 Scope: -. DSI@SURFDSICOM I Rev: 5601Q0 I User:IOi/•0602938.Ver5.61.250c1•2002 Cantilevered Retaining Wall Design Page 2 I Ileneroale jobsikip mebane rnisc.ecw8es1 es I I (0)I983.2002 ENERCALC Engineering Software Description Best Western Beach Terrace 4ft ret wall Summary of Overturning & Resisting Forces & Moments OVERTURNING..... . . rce .....RESISTING..... Fo Distance Moment Force Distance Moment Item lbs ft ft-# lbs it ft4 meet Active r'ressure = 4;5(. 1.15f Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 437.5 O.T.M. = 729.2 Resisting/Overturning Ratio = 2.21 Vertical Loads used for Soil Pressure = 1,147.0 lbs Vertical component of active pressure used for soil pressure / Soil Over Heel . = 256.7 1.87 479.5 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= 0.00 Soil Over Toe = 50.1 0.46 22.8 Surcharge Over Toe = Stem Weight(s) = 336.0 1.24 417.8 Earth @ Stem Transitions= Footing Weight = 324.0 1.08 349.9 Key Weight = 58.3 1.33 77.8 Vert. Component = 121.9 2.16 263.4 Total = 1,147.0 lbs R.M.= 1,611.1 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 SOUTH CLEVELAND ST. OCEANSIDE. CA 92054 2 qj 1.09 Pp= 325.52# PV209psf 989.81 psf 8.000051n Mas W/ #5 16.in 0/c Soli STROIJP"V 94 Vole ItC, c ;CP-4/VSADei AND ST. 92054 @Toe Designer select #O@O.ifl all horiz. reinf. il_oss 8" 6" @Heel 11" 1'-3" 2-2" S4NCUT 4 REMOVE (E) DECK MG 4 XaiEXISTINC EXTEIO LG N4L / i+.58 11. L_ M 1/2" _J\ (E)x14M 81 — +.5 p.__ ' ' N (E) x14 5M / (E) CONC OVER 1 1/0 " +.6'I (N) S" (O 1/2" / _) —: 66'I ' CONC) +. RETAINING N40 +..6' (2 50ST LurmsTORN eECH TCE LUAL<WA4r TO ELEVATID DOC< PLAN SCALE: I PROJECT NAME: I SE5T J'1EBT4 BEACH TERRACE TI 'JOB NUMBER: 10L00 'DArn I 11A. 31, 200( WALKWAY TO ELEVATED DECK PLAN FAX: (760) 966-6360 NN 'SAVOIE INC.' I PHONE. (760) 966-6355 I STRUCTURAL ENGINEERS 908 SOUTH CLEVELAND ST. I OCEANSIDE, CA. 92054 20 ,- 4" CONIC SLAB ON GRADE *4 DO1EL 24" O.C._\\ / J#4/ *3 @ 1° O.C. EA. WAY CONC. STAIRS 60 MINJ ON GRADE PER g •. all DEl. TT 2u SAND .T:7 (W) a 240 O.C. 5° CONC. 5LK WALL * (OR 1 In' flIK CONC.) SOLID GROUT, SPEC. IN5P. NOT REQ'D 05 DOWEL AS VERI. e 16° O.C. ft F44 4 FIG. —05 i CLPI TiTTT CONT. 'I, i'-ø', J' --4 •j.. 2'-2° (N) RETAINING LUAL.L. AT CoNcRomrrm UI)( 4 STAIRS SCALE: 1°I'-Ø° PROJECT NAME JOB NUMBER: I DAM E5T WESTERN EACH TERRACE TI 610L00 1 MAR. 31, 200(o 1rnE DUNN SAVOIE INC. STRUCTURAL ENGINEERS FAX: (760) 966-6360 PHONE. (760) 966-6355 908 SOUTH CLEVELAND ST. OCEANSIDE, CA. 92054 SEE 4RC14'L DJ.'IGS. A,-3 NOSING iTP.I I" CLR. TYF. JOINT 6" SLA5 lo Typ. 44 W / V EA. J.4AY .'4 L V LLL THICKEN EDGE H" •-' WHEM MOD. FOR RAILING ATTACHMENT 2'0" 10" L COCE1E ST04 I R ON SCALE: I°:V-O" PROJECT NAME JOB NUMBER: I DAM- I ET WESTERN 5EACH TERRACE TI 1 610L00 1 MAR. 31,200(o I" 11DUNN SAVCIE INC. STRUCTURAL ENGINEERS FAX: (760) 966-6360 PHONE: (760) 966-6355 908 SOUTH CLEVELAND ST. OCEANSIDE, CA. 92054 " TIN. / 7 _...*4 (14) e 24° O.C. CONC. STAIRS ON GRAPE Kz &" CONC. BLK WALL ¶ / / /-(OR 1 120 11-1K I----------- / CONC.) SOUP GROUT, SPEC. INSP. / NOT REQ'P 5 POI-EL AS VERT. a Won O.C. : c0NC.G. -0 %/-(2) S CONT. CL - (N) RVANING UJJ.. AT CONCRETE UJ( CENT TO SCALE: 1°1'-Ø° PROJECT NAME BEST E3TEN BEACH TERRACE TI JOI NUMBER: I DAlE MAR. 31, 200(a Tlu- FAX: (760) 966-6360 PHONE: (760) 966-6355 908 SOUTH CLEVELAND ST. STRUCTURAL ENGINEERS OCEANSIDE, CA. 92054 F:7 (E) I 1/80 PLYWOOD (E) 'x 5M 5EYOND *4 DOWEL 24° O.C. 8° CONC. 5LK WALL * (OR 1 1/2°TWK CONC.)SOLit) GROUT, SPEC. INSP. NOT REQ'P 9. 45 POI'4EL AS VERT. 6 I° O.C. (E) CONC. TOPPING (VARIES FROM 40 TO 311 11-1K.) 1L SANCUT 4 11 REMOVE ELEVATED WALKWAY 4° CONC. SLA5 ON GRAPE W/ *3 a 180 O.C. EA. WAY :4 ° MIN./ 8° MAX SANP (1-1) e 24" O.C. 4.. . .4. .. . •1• :.Aw I •. ••.•?• •. ••.•• .... I 4. CONC. FIG. (3) 45 CONT. I. •1 115 1-0 ol () RrETA INING U.J41 STWtS4 CONCRETE LUALX 4 JUr SCALE: PROJECT NAME: 1 6101 JOB NUMBER: I DATE SE5T J'4ESTEN BEACH TEACE TI 0 I MAR. 31, 2006 111th FAX: (760) 966-6360 D U N N S A VO I E INC. PHONE: (760) 966-6355 908 SOUTH CLEVELAND ST. STRUCTURAL ENGINEERS OCEANSIDE, CA. 92054 PROTECT 5M Ni BLDG. I SAJ#'4CUT 4 PAPER OR SIESAL KRAFT-7 (b 4° CONC. SLAB ON (E) CONC. TOPPING REMOVE GRADE NI 03 e 180 (VARIES FROM 4H TO 30 TMK) / ELEVATED oc. EA. NAY (E) 11/81, PLYWOOD-.. . . . I... .. / (01, MIN./ .. ELEVATED 2" SAND kALKNAYM — 4 ___ __ / *4 (W) 20* / *4 PONEL / 2"I 2411 O.C. 03 TIES 20 O.C. ,..-S° CONC. 5LK WALL x TOP 45° O.C. U.L — . VV I Y / 7 (OR 1 1/2° TI4K. / \ ' CONIC.) SOLID .. . ).' GROUT, SPEC. S (V) AS EQ- . . ...) / / NOT REQ DOWELS ... 10 21- / . DOWEL AS CONC. PILASTER OR : VERT. 16" O.C. 16° SQR GMU PILASTER 2° COVER.__ . i: 4 ...::.. :.. CONC.FTG. '—(3) 05 CONT. A. J# () RETAINING WALL 4 COC. PEDOSTAL AT (E) WAL<W4Y BM SCALE: PROJECT NAME I JOB NUMBER: I DATE- 5 EST WESTERN EEACI-4 TERRACE TI I 10L00 I MAR. 31,200(o IRE- D Li N.J NJ S A. \/ C) I E I N C. (2 FAX: (760) 966-6360 PHONE: (760) 966-6355 908 SOUTH CLEVELAND ST. STRUCTURAL ENGINEERS OCEANSIDE, CA. 92054 Carlsbad, Ca. (DSI Job No 06-107.01) Architect: WM Designs (Kip May 6, 2006 TABLE OF CONTENTS McB ane) ITEM PAGE DESIGN LOADS & FTG DESIGN 1 ç 2. SLAB DESIGN 1-3 DUNN SAVDIE INC. 80DB. CLEVELAND ST. STRUCTURAL ENGINEERS OCEANSIDE. CA 82054 PH. C760) 966-6355 FX. (760) 968-6360 E-mail: dsi@surfdsi.com corn llIJ STRUCTURAL CALCULATIONS FOR Best Western Beach Terrace Inn Concrete Stairs on Grade Replacement DETAILS CS!, CS2 & CS3 4-6 NOTE TO PLAN CHECKER In the process of replacing the existing concrete stairs on grade in order to lower them 4 inches to accommodate the accessible ramp, it was discovered that the existing soils were not compacted fully and the site constraints prohibit the removal and recompaction of the existing soils. Therefore, a new slab is being installed that is capable of clear spanning the 20 foot run in order to ensure acceptable performance and stability over time. It is important to note that their was not any evidence of the existing concrete stairs cracking or settling. The new stairs will be doweled into the existing bldg stem wall and/or footing to match the previous condition. It is not anticipated that the slab will ever actually act as a fully unsupported span, and will be cast on existing grade. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 . FAX (760) 966-6360 Email: dsi@surfdsi.com JOB 'AX SHEET NO. 1 OF_'3 CALCULATED BY t2.A.l.I ' DATE _ CHECKED BY___________________________ DATE_____________________ SCALE Maximum Deflection -0.0578 in Max Reaction @ Left 2.71 It Max Reaction @ Right 2.71 k 6.667 10.000 13.333 16.667 20.000 ft Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd in 1.375 1.342 1.342 2.718 3.765 k - DUNN SAVOIE INC. Title: Job # . STRUCTURAL ENGINEERS Dsgnr: Date: 8:59AM, 6 MAY 06 908 S. CLEVELAND ST. Description: OCEANSIDE, CA.92054 (760) 966-6355 Scope: DSI@SURFDSI.COM Rev: 560100 User: KV-0602938.Ver5.6.L25.Oct.2002 Concrete Rectangular & Tee Beam Design Ic11983.2002 ENERCALC Enaineetina Software I : Page 1 leneroa?c iobslkup mcbane misc.ecw:Best Wes Description Beach Terrrace Inn Stairs replace existing stairs on grade General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Span 20.00 ft fc 3,000 psi Depth 11.000 in Fy 60,000 psi Width 12.000 in concrete Wt. 145.0 pcf Seismic Zone 4 End Fixity Fixed-Fixed Beam Weight Added Internally Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size •d' from Top Count Size 'd 'from Top Count Size d from Top #1 1 6 8.00 in #1 1 6 2.00 in #1 1 6 2.00 in Uniform Loads Dead Load Live Load Short Term Start End #1 0.038 k . 0.100 k k 0.000 ft 20.000 ft Beam Design OK Span = 20.00ft, Width= 12.00m Depth = ll00in Maximum Moment: Mu -13.64 k-ft Allowable Moment: Mn*phi 16.92 k-ft Maximum Shear: Vu 3.80 k Allowable Shear: Vn*phi 8.95 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 3.333 Max. Spacing Not Req'd Not Req'd Max Vu 3.798 2.750 & Shear Force Su Bending... - Mn5Phi Mu, Eq. 9-1 Mu, Eq. 9-2 Mu, Eq. 9-3 © Center 14.94 k-ft 6.82 k-ft 6.32 k-ft 2.56 k-ft © Left End 16.92 k-ft -13.64 k-ft -12.64 k-ft -5.13 k-ft © Right End 16.92 k-ft -13.64 k-ft -12.64 k-ft -5.13 k-ft Shear... VnPhi Vu, Eq. 9-1 Vu, Eq. 9-2 Vu, Eq. 9-3 © Left End 8.95k 3.80 k 3.52 k 1.43 k © Right End 8.95k 3.77 k 3.49 k 1.42k I -Deflection - 1 DL + [Bm Wt] DL + LL + (Bm Wt] DL + LL + ST + (Bm Wt] Reactions... DL + [Bm Wt]) DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt) 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 It 0 Left 1.709 k 2.709 k 2.709 k Right 1.709 k 2.709 k -0.0296 in at 10.0000ft -0.0578 in at 10.0000ft -0.0578 in at 10.0000ft DUNN SAVOIE INC. Title: Job # STRUCTURAL ENGINEERS Dsgnr: Date: 8:59AM, 6 MAY 06 908 S. CLEVELAND ST. Description: OCEANSIDE, CA. 92054 DX (760) 966-6355 Scope: DSI@SURFDSI.COM I User:KV•0802938.Ver5.6.1.25-Oct-2002 Concrete Rectangular & Tee Beam Design Page 2 I Ic1I983-2002 ENERCALC Enineerinq Software %enercalc robsIki mcbane mise.ecw8est yes Description Beach Terrrace Inn Stairs replace existing stairs on grade Section Analysis Evaluate Moment Capacity... Center Left End Right End X: Neutral Axis 1.010 in 1.010 in 1.010 in a = beta * Xneutral 0.859 in 0.859 in 0.859 in Compression in Concrete 26.270 k 26.270 k 26.270 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing . -26.400 k -26.400 k -26.400 k Find Max As for Ductile Failure... X-Balanced 4.735 in 5.327 in 5.3265 in Xmax = Xbal * 0.75 3.551 in .3.995 in 3.995 in a-max = beta * Xbal 4.024 in 4.528 in 4.528 in Compression in Conôrete 92.362 k 103.907 k 103.907 k Sum [Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Force 92.362 k 103.907 k 103.907 k AS Max = Tot Force / Fy 1.539 in2 1.732 1n2 1.732 in2 Actual Tension As 0.440 OK 0.440 OK 0.440 OK Additional Deflection Calcs . Neutral Axis 2.020 in Mcr 8.28 k-ft lgross 1,331.00 in4 Ms:Max DL + LL 9.03 k-ft Icracked 231.53 in4 Ri = (Ms:DL+LL)/Mcr 0.917 Elastic Modulus 3,122.0 ksi Ms:Max DL+LL+ST 9.03 k-ft Fr = 7.5 * t'cA.S 410.792 psi R2 = (Ms:DL+LL+ST)/Mcr 0.917 Z:Cracking 247.111 ksi l:eff... Ms(DL+LL) 1,080.335 1n4 Z:cracking> 175: No Good! l:eff... Ms(DL+LL+ST) 1,080.335 1n4 Eff. Flange Width 12.00 in FA-Cl Factors (per Ad, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921 .2.7 1.4' Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921 .2.7 "0.9' Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST : 1.100 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB 2k fi" SHEET NO. 4 OF_fo __________________ CALCULATED BY_ T DATE _/" CHECKED BY DATE SCALE JOB____________________ DUNN SAVOIE INC. _______________ OF- STRUCTURAL SHEET NO.____________________________ _______________________ STRUCTURAL ENGINEERS 908 S. Cleveland Street CALCULATED BY____________________ DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966.6360 CHECKED BY___________________ DATE_______________ Email: dsi@surfdsi.com SCALE . . . . . . . . . . . . . . ...... Ap eJ 'I ., u-.."--,-.— I - Elf ............ J 23 'I'1:2i.ojLj ? c-0'1=L pot" DUNN SAVOIE INC. C2 OF____________ SHEETNO.____________________________ _______________________ STRUCTURAL ENGINEERS 908 S. Cleveland Street CALCULATED BY_1. S DATE '' é OCEANSIDE, CA 92054 PH. (760) 966.6355 FAX (760) 966.6360 CHECKED BY___________________ DATE_______________ Email: dsi@surfdsi.com SCALE 23156; 6123 4 4 5751231 5576123 5676123 4 5676' 23 A 56' 612315676123 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-11-2006 Plan Check Revision Permit No:PCR06050 Building Inspection Request Line (760) 602-2725 Job Address: 2775 OCEAN ST CBAD Permit Type: PCR Status: PENDING Parcel No: 2032350200 Lot #: 0 Applied: 04/10/2006 Valuation: $0.00 Construction Type: NEW Entered By: JMA Reference #: CB060365 Plan Approvd: Issued: Project Title: BEACH TERRACE INN -REPLACE 200 Inspect Area: AMP PANEL WITH 400 AMP PANEL Applicant: Owner: GREG SCHULTZ TOBO INVESTMENTS 1340 SPECIALTY DR 2785 ROOSEVELT ST 92081 CARLSBAD CA 92008 760-560-0100 Plan Check Revision Fee $240.00 Additional Fees $0.00 Total Fees: $240.00 Totil Payments To Date: $0.00 Balance Due: $240.00 FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ceo,Oç PERMIT APPLICATION D CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOROFFICEUSE ONLY PLAN CHECK No.FCV 0 (a O EST. VAL. Plan Ck. Deposit Validated Py JVV% Date ( to/oh -€Lcra4t.4L c,24j$ Address (include Bldg/Suite #) . Business Name (at this address) - 77rrAw 57_, CAL$A Legal Description . Lot No. Subdivision Name/Number Unit No. Phase No: Total # of units Assessor's Parcel # . Existing Use Proposed Use do 041- '510 Zoo rK M Se(Z.uI W v4u, IT. #ot Stories -r, ii # of Bedrooms Name '3tU LTL. Address. City Telephone # Fax # Name City Eip CA Telephone #&f,) 7Z?- Zi Jo Name .1 6 1r'v651' FtHti Address City P C4 Telephone # (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, commending 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 ($5001). Name . Address City State/Zip Telephone # State License # - License Class City Business License II Designer Name . Address City . State/Zip Telephone State License # Q 141M. Workers' Compensation Declaration: I hereby 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 as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: . . . Insurance Company . Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) C1 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 become subject to the Workers' Compensation Laws of California. . WARNING: Failure to secure workers' compensation cäverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE_. . . . DATE __LB LCLERLD_E;~LA Na ak, =i rd I I hereby affirm that I am exempt from the Contractor's License Law for the following reason: . 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 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 Codó: 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: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES .ONO . I (have I have not) signed an application for a building permit for the proposed work. . I have contracted :with the following person (firm) to provide the proposed construction (include name / address* I phone number / contractors license number): 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 number / contractors license number): . I will provide some of the work, but I have contracted (hired) the following persons to provide th'e work indicated (include name / address / phone number / type . of work): - PROPERTY OWNER SIGNATURE . DATE SF EA1BthCiNG i:L 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? 0 YES 0 NO Is the applicant or future building occupant required to olitain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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.. S: —VC—T1ldWQE—ND1NGi--- L I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME . - LENDER'S ADDRESS__________________________________________________________ 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 Pity ordinances and State laws relating to building. construction. I hereby authorize representatives of the Citt 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 commenc for a pe 'od f 18 days (Section 106.4.4 Uniform Building Code). .. APPLICANT'S SIGNATURE _______________________________________ DATE o 4 i lTE: File . YELLOW: Applicant PINK: Finance EsGil Corporation In cPartnersliip with government for 8ui&ing Safety DATE: 05/09/06 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-0365 PCR 06050 SET: II PROJECT ADDRESS: 2775 OCEAN ST. PROJECT NAME: ELECTRICAL SERVICE UPGRADE O APPLICANT 0 PLAN REVIEWER 0 FILE 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. LII 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 Corporation until corrected plans are submitted for recheck. fl 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 Corporation staff did not advise the applicant that the plan check has been completed. Li Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: Morteza Beheshti Esgil Corporation El GA 0MB OEJ El PC 5/1 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 - EsGil Corporation In cfartnersfiip with government for eftiffing Safety DATE: 04/20/06 APPLICANT JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 06-0365 SET:! PROJECT ADDRESS: 2775 OCEAN ST. ece OoOD PROJECT NAME: ELECTRICAL SERVICE UPGRADE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list andshould be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI 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: GREG SCHULTZ 1340 SPECIALTY DR. VISTA CA Lii Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ECj SCOVITZ Telephone #: (760) 560-0100 Date contacted :4( It) tcAo (by: %-) Fax # 1(00 5100 0 10 Mail Telephone /Fax /In Person LI REMARKS: By: Morteza Beheshti Enclosures: Esgil Corporation El GA 0MB DEJ 1-1 PC 4/13 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 06-0365 04/20/06 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 06-0365 PROJECT ADDRESS: 2775 OCEAN ST. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 4/13 04/20/06 REVIEWED BY: Morteza Beheshti 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 listed 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the originals and submit two new complete sets of prints to: ESGIL CORPORATION. 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. 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? L3 Yes ONo Carlsbad 06-0365 .04/20/06 ELECTRICAL CORRECTIONS PLAN REVIEWER: Morteza Beheshti . ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) Please match single line panel names with the load calc's panel names for plan review. There are three existing loads shown on single line not included on the load calc's. Motel calculations and demand are not per NEC 220. Note: The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Morteza Beheshti at Esgil Corporation. Thank you. Carlsbad 06-0365 04/20/06 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 06-0365 PREPARED BY: Morteza Beheshti DATE: 04/20/06 BUILDING ADDRESS: 2775 OCEAN ST. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1GB By Ordinance 1994 UBC Building Permit Fee 1994 IJBC Plan Check Fee I $240.001 Type of Review: El Complete Review El Structural Only _ El Repetitive Fee El Other [j Repeats Hourly 21 Hours * Esgil Plan Review Fee I $192.00I * Based on hourly rate Comments: ELECTRICAL PLAN REVIEW ONLY. Sheet 1 of I macvalue.doc