Loading...
HomeMy WebLinkAbout2795 OCEAN ST; ; 80-253; PermitI CITY OF CARLSBAD— BUILDING DEPARTMENT APPLICATION & PERMIT APPLICANT TO FILL IN INFOR- TION WITHIN RED LINES. USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 NO. JOB ADDRESS ATE OF APPI/CATION Bus. LICENSE RMIT NUMBER fOs3i I [OWNER'S 7V&2 /4V6749 729- CONTRACTOR NSE OWNER ' OWNER'SJPHONEPRIME MAILING ADDRESS CONTRACTOR'S ADDRESS _______ 27ô5 DO5Z7 ' 2E44/ ,4t. CONTRACTOR'S PHONE Not Valid Unless Machine Certified ______________________ ASSESSOR'S PARCEL NO DESIGNER ?I I/Y II IOI L4'Vi? /,i, DESIGNER'S ADDRESS STATE LICENSE 9L t'BtR' S PHON'!'. CENSUS TRACT GP LAND USE ZONING RES. UNITS PARKING SPACESf I# I NuMBE 'Br1'fWES BLDG SQ. FT. BLDG USE 0CC. GP I STANDARD PLAN N PLAN ID N I TYPE CONST AMT. UTY. MECHANICAL PERMIT AMT. INSTALL FURN. DUCTS UP TO 100,000 BTU J" OVER 100,000 BTU 7 ,. - BOILER/COMPRESSOR UPTO3 11 34. BOILER/COMPRESSOR 3-15 HP0 4! - q. BOILER/COMPRESSOR 16-30 HP - VENT FAN SINGLE DUCT 211001 - MECH EXHAUST - HOOD/DUCTS '0CC. LOAD J0c'Du1S - -00 VALUATION: 11 Y . ( PLUMBING PERMIT EACH FIXTURE TRAP EACH BUILDING SEWER EACH WATER HEATER AND/OR VENT EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTAL.. ALTER, REPAIR WATER PIPE EACH LAWN SPRINKLER SYSTEM WATER SOFTNER , C. RELOCATION OF EA FUR NACE/HEATE ____________ BUILDING PERMIT I I Issue 3..O( - Issue 3.00 SIGN PERMIT ____________ TOTAL PLUMBING CONTRACTOR CONTRACTOR TOTAL MECHANICAL 112,.' - NCHE I , ALL INCLUSI QTY. ELECTRICAL PERMI *W AMT. OTY, MOBILE HOME PERMIT AMT. TOTAL PLUMBING A 140 ELECTRICAL _____ __ _______ 7" NEW CONST EA AMP/SWT/BK *W 34- AWNING , MECHANICAL / 0 1 P .25 3 P , PORCH MOBILE HOME EXIST BLDG EA AMP/SWT/BKR . SET-UP SOLAR 1 PH .25 3 PH , RAMADA, CABANA REMODEL/ALTER PER CIRCUIT . - FENCE OVER d/ TEMPPOLE 200AMPS . - TOTAL MOBILE' E _ ___________________________ OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) . - - Issue 2..00 - STRONG MOTION: TOTAL FEES PAYABLE - 1 I . 151, TOTAL ELECTRICAL 000 CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING ONSTRUTION, WHETHER SPECIFIED HEREIN OR NOT. [.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS 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. 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER SCHOOL 5'-O" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT I APP T, SIGNATUR OW NER CONTRACTORD BY PHONE 0 ED BY I ----- LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION 131 hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031 5,Business and Professions Code). Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by snap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). DI, 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 of- fered for sale (Sec. 7044, Business and Profes- sions 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 of- fered for sale. If, however, the building or improve- ment is sold within one year 01 completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). DI, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property .ho builds or im- proves thereon, and contracts for such pro- Jects with a contra or(s lic e p rsuant to the Contractor's Licese I am exempt ufider S . , B. & P.C. forthisreason_It Date '" Owner WORKERS' COMØENSATION DECLARATION I hereby affirm that I have a certificate of Con- sent to self-insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO.__________________________ COMPANY OCopy is filed with the city., OCertified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit Is for one hundred dollars ($100) or less). I certifthat In the performance of the work for wnlch this permit is Issued, I shall not employ any person in any manner so as to become subject to the Work prs' Compensation Laws of California. NO'fICE 'IAPPLlCANT: If, after making this Cer' tlficatr,of Eemption, you should become subject to the Workers' Compensation provisions of the Labpr Code, you must forthwith comply with such provisiois or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction len- ding agency for the performance of the work for SITE ADDRESS: OWNER: PERMIT NO: FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR - FOUNDATION. FORMS .SET BACK .TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING 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 p_J 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 INS9 BY BLDG DEPT - - OTHE DEPP'S REQ COMPLETED ELEt METER-ERMATEMP GAS METER--PERM-TEMP CERT OF OCCUPANCY ISSUED r CITY OF CARLSBAD— BUILDING DEPARTMENT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 APPLICATION & PERMIT APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. NO, ADDRESS _770 I_I_I_I_I_I_I_I_I AV.ST. JDATEPF I_I_ APPLICATION BUS, LICENSE PERMIT NUMBER g0_ OWNER PRIM CONTRACTOR OWNER'S PHONE I_o_..J.-J i/ /(i ,* (o _I STATELICENSE OWN&S MAILING ADDRESS CONTRACTOR' ADDRESS I .'r" CONTRACTOR'S PHONE 15 I2 - 81 Not Valid Unless Machine Ca,tIf,& STATE LICENSE 764 7at I ASSESSOR'S PARCEL NO, LOT _BLOCK _SUSDIVISION I_I_I_ DESIGIA...J DESCRIPTION OF WORK DESINER'SA___-DDR EjeV AID ADDRESS DESIGNER'S PHONE CENSUS TRACT I GP LAND USE ZONING RES, UNITS PARKING SPACE NUMBER OF STORIES BLDG SQ. FT. BLDG USE 0CC. GP STANDARD PLAN AMT. UTY. . , , — . , , — , 4 J_ PLAN IDS _TYPECONST MECHANICAL PERMIT INSTALLFURN.DUCTSUP TO100,000BTU BOILER/COMPRESSOR UPTO 3 HP BOILER/COMPRESSOR3-15HP BOILER/COMPRESSOR16-30HIP VENTFANSINGLEDUCT OVER100,000BTU AMT. . MECHEXHAUST — HOOD/DUCTS 10CC. LOAD . UTY. PLUMBING PERMIT — EACHFIXTURE TRAP EACHBUILDINGSEWER EACH WATERHEATER AND/OR VENT EACHGAS SYSTEM 1TO4OUTLETS EACH GASSYSTEM5ORMORE EACH INSTAL, ALTER, REPAIR WATER PIPE EACHLAWNSPRINKLERSYSTEM WATERSOFTNER ,- RELOCATION OFEAFURNACE/HEATER , BUILDINGPERMIT i_•_I_I_-_I — ap .Q' SIGN PERMIT I_•_I_I_-_I TOTAL PLUMBING CONTRACTOR - TOTAL MECHANICAL CONTRACTOR ' PLANCHECK _7,,I_•I67IJsf— ALL INCLUSIVE PERMIT QTY. ELECTRICAL PERMIT AMT. CITY. MOBILE HOME PERMIT AMT. TOTALPLUMBING ELECTRICAL NEW CONST EA AMP/SWT/BKR , — AWNING , MECHANICAL 1PH.25 3PH . PORCH , MOBILE HOME EXIST BLDG EAAMP/SWT/BKR . SET-UP . SOLAR ' I_•_I_I_-_I 1PH.25 3PH RAMADA.CABANA REMODEL/ALTERPERCIRCUIT - — FENCE OVER 6' TEMPPOLE200AMPS . — TOTAL MOBILE HOME , MICO-FILM I_•_I_I_-_I OVER200AMPS - _______________________________________ _____________ I_•_I_I_I TEMPOCCUPANCY(30DAYS) L I_•_I_I_•_I — _________________________ _________ I_•_I_I_-_I TOTAL ELECTRICAL TOTAL FEES PAYABLE CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT AND DO' HEREBYCERTIFYTHATALLINFORMATIONHEREONIS CORRECTTRUE AND ANDI FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I,ALSO AGREE TO SAVE INDEMNIFY AN COSTS LESS THE CITY OF CARLSBAD AGAINST ALL LIABILIIES, JUDMENTS. STS A EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. AN OSHA PERMIT IS REQUIRED FOR AVATI 5'.O DEEP AND DEMOLITION OR NsTRu STRUCTURES OVER 3 STORIES H S OVER A LIC NT' SIGN AGENT 0 BY PHONED 7_16 rIl LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef-fect. OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5,0 usiness and Professions Code). Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state-ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). DI, 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 of-fered for sale (Sec. 7044, Business and Profes- sions 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 of- fered for sale. If, however, the building or Improve- ment 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 con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property .ho builds or im- proves thereon, and who contracts or such pro- jects with a contractor(s) license pukauant to the contractor's License Law). % I am exempt under Sec. ,%. P.C. for this reason 11 Date O*jier. WORKERS' COMPENSATION DECLARA1 I hereby affirm that I have a certificate sent to self-insure, or a certificate of Wi Compensation Insurance, or a certified thereof (Sec. 3800, Labor Code). POLICY NO._____________________ COMPANY OCopy is filed with the City. 0 Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit is for one hundred dollars ($100) or less). 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. NOTICE TO APPLICANT: if, after making this Cer- tificate 0) Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or (his.permit 4ha11 be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction len- ding agency for the performance of the work for which this permit is Issued (Sec. 3097, Civil Code). SITE . . ADDRESS: OWNER: PERMIT NO: . FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR FOUNDATION • FORMS • SET BACK • TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING . . 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 TIESTHEIGHT OF CHIMNEY OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING PRE DECK - FENCE PREPLASTER SHOWN • FRAME sPAN - FINAL INSP BY BLDG DEPT OTHER DEPTS.REQ COMPLETED ELEC METE—PERM—TEMP GAS METER—PERM—TEMP CERTOFOcCUPANCYISSUED CONTRACTOR'S 40,-. ADDRESS NEW BUILDING ' EXI LEGALrDESCRIPTION J4 43 hM /22/ REMARKS: I, I .. 4 LATERAL LOCATION I •'- H- ILDING 1 - 1p ; 3 APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD )-T) s 1710 ENGINEERING DEPARTMENT . -. ann read FOR APPLICANT TO FILL IN - ISSUED BY !'- BUILDING 0 DATE ISSUED L2 9c ADDRESS ,. '7c, VALIDATION t OWNER I •I_t/ • 1 -1/ 0• -.- 00 MAILING ADDRESS LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') OVER 3OH. _____________FT._________________ OVER 10'V.' ______FT. STANDARD 6" (Max. H. 30', V. 10')_ - OVER 30' H.______ FT.____________________ OVER 10' V. -@- FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) ' c- , TOTAL LATERAL CHARGE— LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE _______COST PER FT. _______TOTAL_______ OTHER CONNECTION FEE NO. UNITS COST PER UNIT //44 TOTAL!' PUMP STATION FEES NO. UNITS -COST COST PER UNIT TOTAL 4 , ST. LATE RAL'NO. INSTALLATION DATE__. TOTAL CHARGES (LATERAL ETCJ/J/J WHITE EngIneering GREEN Finance YELLOW Sanitation PINK Building GOLDENROD Permitter I AL I 1Vi E#J 11 /1 0/ O 4,1 (714).729-1181 CRLSDAD CALIFORNIA 92.J08 fr/orCL i RESIDENTIAL VALUATION ChART Living Area 1(fr.t j( told 7 X s...2'ao L4T37 Garage Area 1 X / X Covered Porch ___________x 4.00 Covered Patio ___________ X 4.00 - Balconies 0 __X 6.50 Each Bathroom over 3 X 1,900.00 Each Fireplace over 2 1 q-v 9k P . Retaining 1.1alls__________7__0 X 8.0' 0 O j.4r Conditionirg 1 4-v (O X 2.40 Total Valuation LJJ41 . Plan Check Fee (50.% of bldg.: permit.fee . JLS .. .•.. ___ . . Condominiums 65%) i TOTAL VM.uvrlofl 1ff Total fees . I • •. .-. .. • .• . 1..1_.: . . ,. . IuQE' V / $1.00 to $500.00 $5.00 .• • . . ••• . • . •• $50L00to $2,000.00 ftr the first $500.00 $1.00 . • . . for each adi1itona 100.00 or frac- tion . . I • LO0 to $25.000.rO $20.00 for the first. $2 tis ,000.0) p . . . r2 • • theicol, to arni ineludin $2,000. 2,00 . . 1 .. •. •. . . . 4.00 for each aildi6mull $ 1,00.00 • k. • • or fr.-tcl.ion titereol, to and including . •.. • . . . . $5,000.00 425.001.00 5,000.00 . .. . . . . . 2Z,001.0D to $50,000.00 $111.00 for the flrt S25.000.00 ithis J-4 •••. - . . $3.00 for each adilitiotial $1,000.00 . • . . - or fraction thereoF, to and incIudin . . . S •, . . $50,000.00 . . . . . : . $0.00 1.03 1,3 $100,000.00 $17.(h) for the first . $ . 0,000.00 plus . $2.0() for e;tch achbtuon:iI S 1,000.00 . t - or fracliun thereof, to and incIidistg • . . . . • , . • • $loci,000.00 .. IS . 100,001.00 to $500,00o.00 $37.00 for (lie flr,t 100.000.0() pir • .. . e . • $150 for t:icli .oltlatiiiit:il $1,00fl100 . . . . or t r it tiiri (Iii ii cii, to md I(tlllitliull • $I(l.fl(i0.00 . • . C (c) Ecpratimrm of rl:in Check. .A;ipiiczit)OILS fpr wiikh tin perma h . • .:. Is'tcti vj(ljn 11;0 days fuI!oviii:: ibc d:uc fti :tpiml p1t iii liall expire. by ' Emii.ttkin a mid j milun ii liii lot c)irct,iii-ir may tlmc4:t Iler Lie i u sicI to . the Ipi)c•imit or k00yccI by the lit Itii ,O((i:i.mh; Time IhimIdiiiit OIf%cilI may rxle.mmd ilmc h!iic fur .ictkui by iii': :ipimhicamtt (mit a gic.ttnI ,iut cxCeethill,. IlJd.iyi iIpOus WI iltrfl ieIImmI:I by time jimIicaimI .ho%yi loo, tlm.it Ciscmmimi.(uicc ._a__Z-4- . • S ••. • 71 1200 ELM AVENUE -. TELEPHONE: CARLSBAD, CALIFORNIA 92003 (714) 729.1181 QCttp o1CarIbab RESIDENTIAL VALUATION CHART s j57 Living Area 144.49 X $ 38.00 Garage Area . X 9.00 X 4.00 Covered Patio. • •' X 4.00 Balconies CO X 650 Each Bathroom over 3 X 1,800.00 Each Fireplace over 2 X 1,400.00 NO Retaining Walls ZS76 0 X 7.50 )2Q0 Air Conditioning / /Z49 X 2.253O Total Valuation Plan Check. Fee (50% of bldg. permit fee Condominiums 65%) TOTAL VALUATION FE Total fees (. $1.00 to $500.00 $5.00 .. p74. . . $501.00 to $000.00 ... $5.00 for the first $500.00 plus $1.00 . • for each additional $100.00 or frac- tion thereof, to and including $2,000. .• $2,001.00 to $25,000.00 $20.00 for the first $2,000.00 plus .... $4.00 for each additional $1,000.00 I or fraction thereof, to and including - - - 25,001.CO to $50,000.05 $112.00 for the first $25,000.00 plus • $3.00 for each additional $1,000.00 . . •.. or fraction thereof, to and including . $50,000.00 $50,001.c010$100,000.00 $187.00 for the first $50,000.00 plus - - • $2.00 for each additional $1,000.00 or fraction thereof, to and including . -. •• $100,000.00 . ..• $100,061.00 to $500,000.00 $237.00 for the first $100,000.00 plus . . .. $1.50 for cach additional $1,000.00 •_39. - - .•.. or fraction thereoF, to and including _ 0 • - —.. • $500,QQ.0O ...---.----.. Expiration of Plan Check. .Applications for which no permit is 3e( isstied within 180 days following the date àf applicationshall expire by 09 ' . Iimkation and plans submitted for checking may thereafter be returned to • : the applicant or destroyed bydic Building Official. The ltuilding Official znay extend the time for action by the applicant for a period not exceeding isa days upon vthtrn request by the applicant showing that circumstances • beyond the control of the applicant have prevented action from being • . . • • taken. in order to renew action on an application alter expiration, the ap. • • pUcant shall resubmit plans and pay a new plait-check fee. • . • • - • • •d) ftrinsi,ectinn }'e. Time fee for each reinsoection shall be $30.00. • • ----------------------------------------------------------------- - — --- - --• • REQLT FOR INSPECTION TIME: INSPECTOR_______ _______________ PERMIT NO. DATE: OWN ER #0 aoii • AOC 74K5 O C Ei/ _s7_ BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME Cl SHEATHING El FRAME El EXTERIOR LATH 0 INSULATION El Ij.?IOR LATH OR DRYWALL çr' FINAL F ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT 0 G.F.I. El SM9$€DETECTOR C?,-- FINAL / I PLUMBING I Cl UNDERGROUND PLUMBING El UNDERGROUND WATER D ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GA TEST TER HEATER c:IA FINAL I MISCELLANEOUS 1 El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVE AY El CON941IONED AIR SYSTEMS El R)4(ER PIPING FINAL READY FOR INSPECTION: 0 MONDAY OTUESDAY DWEDNESDAY DTHURSDAY 0 FRIDAY DA.M. o P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO.________________ PERSON TAKING REPORT_________________ t". . e ce21,64&2 Ce6. 325 Elm Avenue Post Office Box 1155 j Carlsbad, California 92008 714/729-7911 Contractor's License No. 143851 October 20, 1981 Mr. Tony Mata City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Re: City Corrections pe e tion of 10-20-81 at Beach Terrace Mote cean Street, Carlsbad. Dear Tony: The following is a list of items that we need to correct per the above: 1. Back flow preventor on all hose bibs. Hose bib line in mechanical room to be run in copper rather than PVC. P/T on pool heater (350,000)BTU). .. P/T on spa heater (150,000 BTU). Tighten ground clamp at spa'. Ground solar pumps with #8 copper. Patch around sprinkler line going through block wall in mechanical room. Patch drywall in ceiling around light fixtures in mechanical room. Copper water lines on solar to be insulated at plumbing straps. Cover up vents in ceiling of mechanical room and add additional vents in door. Check clearance of drapes over air conditioners in all units. install manifold on deck drains to storm drains on south side. Page Two Re: Beach Terrace Motel, Corrections per 10-20-81 Inspection October 20, 1981 Electrical PVC conduit to lights on rear deck should be changed to copper straps. Electric boxes for rear deck lights (use plastic boxes). Paint ABS pipe on south side of building. Handrails to be 30" to 34" from floor. 4211+ on guard railheight. Drain holes in sealed planters. Exit sign on second floor not working. Permanent house number. Complete wrought iron. Change bottom step on fire door, 1st level. Clean out covers on clean outs in all units. Very Truly/'Jo 74-- Marty H. Rombotis MRR/mr REQUEST -F9J3 INSPECTION - INSPECTOR_______________________ PERMIT NO 1' OWNER ADDRESS I C BUILDI.. El FOUNDATION El REINFORCING STEEL 0 MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION TERIOR LATH OR DRYWALL El INAL TIME: DATE: 2LV3/~/ ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT D G.F.I.- ED SMOKE DETECTOR 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 MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN Cl GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: 0 MONDAY OTUESDAY OWEDNESDAY DTHURSDAY RI DAY A.M. 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY, PHONE NO.2 PERSON TAKING REPORT 41 -4 ?,::::Zl t 0, ol k— 7 do I= 7 lzyo~? 14 REQUEST. FOR INSPECTION TIME:_________ INSPECTOR _75iz,j PERMIT NO. DATE :_7/i 7/Pf OWNER 1712OW01W jfl(.22" ADDRESS-eV74Z5 &7c'i'' ILDING El FoU) A.14QN- El REINFORCING STEEL eROUT .GUNITE72th& El SHEATHING El FRAME El EXT9IOR LATH El I(iLATION 1NTERIOR'LATH OR DRYWALL ____ 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 D TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT D G.F.I. El SMOKE DETECTOR El' FINAL I MISCELLANEOUS 1 El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING o DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: ,MONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY DA.M. P.M. SPECIAL INSTRUCTIONS a Ir REQUESTED BY PHONE NO.72 '- 79/f PERSON TAKING REPORT ' 4 _ 41P74t TT 1 4 REQUEST F9..B1NSPECTION TIME:_________ INSPECTOR V /"11 PERMIT NO. DATE:/ OWNER ADDR r 100 !LUILDINn FUNDAT1 / /0'*AEINFORCING STEEL Cl MASONRY ElGROUT - GUNITE - El FLOOR AND CEILING FRAME Cl SHEATHING Cl FRAME El EXTERIOR LATH El INSULATION V 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 V ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT G.F.I. D SMOKE DETECTOR El FINAL I MISCELLANEOUS V 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 TUESDAY DWEDNESDAY 0 THURSDAY 0 FRIDAY A.M. P.M. SPECIAL INSTRUCTIONS REQUESTED BY, PHONE NO. _______________ PERSON TAKING REPORT REQUEST, FO INSPECTION TIME:__________ - PERMIT NO. DATE: F. OWNER— (J 0/1'i 1(70W ADDR 5/1 BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FJ,.00R AND CEILING FRAME JTHI NG ci'FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I ELECTRICAL I El TEMPORARY SERVICE El ELEC UNDERGROUND EbUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING, HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS I El UNDERGROUND PLUMBING El UNDE53ROUND WATER El R9&H PLUMBING [2, TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL 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: &copV 0 TUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY DP.M. SPECIAL INSTRUCTIONS • REQUESTED BY PHONE NO.________________ PERSON TAKING REPORr41I ONE NO._______________ PERSON TAKING REPORT REQUEST FOR INSPECTION TIME: 41 ________ INSPECTOR - PERMIT NO. DATE: OWN E ADDR BUILDING El FOUNDATION El REINFORCING STEEL O MASONRY El GROUT GUNITE El FLOOR AND CEILING FRAME El SHEATHING F RAM El XTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL • FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER ROUGH PLUMBI El TOP OUT PLUMBING El SEWER AND PL/CO Cl TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL READY FOR INSPECTION: I ELECTRICAL I ,El TEMPORARY SERVICE El ELECTRIC U.ND BQ)UND ELECTRIC ) El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT G.F.I. El SMOKE DETECTOR FINAL I MISCELLANEOUS PLENUM AND DUCTS El COMBUSTION El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL OTHURSDAY OFRIDAY 0 TUESDAY o WEDNESDAY 0 P.M. SPECIAL INSTRUCTIONS 9 e4i4yU REQUEST FOR INSPECTION TIME: /° INSPECTOR____ PERMIT NO. '3f _DATE: op OWNER 0 - ADDRESS 27 g o C4L I a. BUILDING I El FOUNDATION El REINFORCING STEEL El MASONRY ElGROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH Cl INSULATION El INTERIOR LATH OR DRYWALL El FINAL 'a. I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING TOP OUT PLUMBING SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER Cl 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 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 DNESDAY I DAY DA.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO. _ 'w PERSON TAKING REPORT________________ REQUEST F INSPE ION TIME: ' _f/ /:;-•)--i:3 PERMIT NO. DATE: OWN ADDRESS L59;775- BUILDING El FOUNDATION - El REINFORCING STEEL El MASONRY El GROUT. GUNITE El FLOOR AND CEILING FRAME- 0 SHEATHING D FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I ( PLUMBING 1 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 Cl ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL MISCELLANEOUS I I .El PLENUM AND DUCTS D COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: DMONDAY >#I 0 WEDNESDAY 0 THURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO.________________ PERSON TAKING REPORT,// / - - -,/ a2( cry: 44-e , .0- fz1 • 2 f)4J AIC tLA4 C4hJtuQJ Jj41uc U4wi r REQUESEOR INSPECTION TIME:_________ INSPCTOR_/'' PERMIT NO. ~(71ooPlDATE:_____________ OWNER ADDRESS_________ I ELECTRICAL I FOUNDATION REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME 0 SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE ElCEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS I El UNDERGROUND PLUMBING Cl 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 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 ESDAY Jo WEDNESDAY 0 THURSDAY 0 FRIDAY DA.M. 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE ___________ PERSON TAKING REPORT_________________ • AJj i- p - F' REQUEST FOR INSPECTION TIME:_________ 1 INSPECTOR PERMIT NO. DATE: OWNER ADDRESS ?9 BUILDING FOUNDATION El REINFORCING 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 Cl 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 READY FOR INSPECTION: O MONDAY DP.M. SPECIAL INSTRUCTIONS 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 V 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 WEDNESDAY DTHURSDAY 0 FRIDAY REQUESTED BY PHONE NO.________________ PERSON TAKING REPORT_________________ dii • 4 2-ii' REQUEaT FOR INSPECTION TIME: 4, PERMIT NO. DATE:_& 9 A' * Ir OWN ADDRESS _o BUILDING ElZEINFORCING NDATION STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME Cl EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT 0 G.F.I. El SMOKE DETECTOR El FINAL I PLUMBING I El UNDERGROUND PLUMBING 0 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 MISCELLANEOUS 1 El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING Cl FINAL READY FOR INSPECTION: ffRONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY JtA7 PHONE NO.________________ f PERSON TAKING REPORT_________________ 9/c 7 1Q,7 c9A 2— ?4i27 REQUEST FOR INSPECTION INS•PECTOR PERMIT NO OWN ADDR TIME: DATE: BUILDING E5641DATION E'EINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME ED SHEATHING - El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL c: FINAL I PLUMBING 1 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 READY FOR INSPECTION: 0 TUESDAY 0 P.M. SPECIAL INSTRUCTIONS ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT D G.F.I. El SMOKE DETECTOR 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 EDNESDAY DTHURSDAY .0 FRIDAY REQUESTED BY PHONE NO.________________ ;c, PERSON TAKING REPORT________________ 6bU Q k 7c3 p a 4 14 cJ2J4 IN SPECTION TIME:________ REQUESLFORIN DATE: NO. _2 INSPECTOR_________________________ PERMIT _________________ ________________ OWNER k ADDRESS (C_,ez_ anA aLA:9A BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT .GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL El FINAL A , el I PLUMBING (I' 1 0 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 Cl TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL. BONDING El ELECTRIC SERVICE El CEILING HEAT D G.F.I. D SMOKE DETECTOR El FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR Cl PATIO IGN GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING Cl FINAL READY FOR INSPECTIO Y 0 TUESDAY. RSDAY 0 FRIDAY M. JAJ7 (3 &AJ 7 A'i REQUESTAFR INSPECTION TIME:________ ______ _ INSPECTOR ( PERMIT NO_DATE:_'7 ____ OWNER - ADDRESS I BUILDING I ELECTRICAL I FOUNDATION REINFORCING STEEL El TEMPORARY SERVICE El MASONRY El ELECTRIC UNDERGROUND Cl GROUT - GUNITE El ROUGH ELECTRIC El FLOOR AND CEILING FRAME El POOL BONDING El SHEATHING El ELECTRIC SERVICE FRAME El CEILING HEAT El EXTERIOR LATH D G.F.I. C3 INSULATION El SMOKE DETECTOR El INTERIOR LATH OR DRYWALL / \ El FINAL O FINAL / \ ) PLUMBING MISCELLANEOUS El UNDERGROUND PLUMBING El PLENUM AND DUCTS UNDERGROUND WATER )E / / El COMBUSTION AIR El ROUGH PLUMBING \ '\ / El PATIO El TOP OUT PLUMBING El SIGN El SEWER AND PL/CO 0 GRADING 0 TUB OR SHOWER PAN El DRIVEWAY El GAS TEST El CONDITIONED AIR SYSTEMS El WATER HEATER El REFER PIPING El FINAL El FINAL READY FOR INSPECTION: DMONDAUESD/DWEDNESDAV 0 THURSDAY 0 FRIDAY 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE 77 PERSON TAKING REPORT_________________ 1 43L71I f a,4 t( REQUEST FOJNSJ.TION TIME:,, INSPECTOR____________________ PERMIT NO. DATE:/'' OWNER UItbIN.) FOUNDAiibTi El REINFORCING STEEL El MASONRY El GROUT .GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH 0 INSULATION El INTERIOR LATH OR DRYWALL El FINAL PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING 0 SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST Cl WATER HEATER El FINAL ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT D G.F.I. El SMOKE DETECTOR El FINAL 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 /4cA6NDAY J OTUESDAY DVVEDNESDAY DTHURSDAY 0 FRIDAY PA. M" / D!;V SPECIAL I REQUESTED BY ____ PHONE NO. '2% 73 PERSON TAKING REPORT_________________ k 7 o /241u—L ~ REQUEST FOR INSPECTION TIME:_________ INSPECTOR______________________ PERMIT NO. DATE: OWNER L ADDRESS BUILDING ,FOUNDATION El REINFORCING 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 D G.F.I. El SMOKE DETECTOR 4 El FINAL I MISCELLANEOUS 1 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 0 THURSDAY f'RIDAY SPECIAL INSTRUCTIONS o A.M. 0 P.M. I' /O. 'dO,'7 REQUESTED BY PHONE NO. "7 c PERSON TAKING REPORT________________ ,,L47i4 /4jJ 76 I /-- ~,'2,- f--,7 PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292.0660 INSPECTORS WEEKLY REPORT 2737 No. FOR WEEK 5-29-8.END NG ON '9 COVERING WORK PERFORMED REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY GLUE - LAM. FABRICATION WHICH REQUIRED APPROVAL BY PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OTHER THE SPECIAL INSPECTOR OF REINFORCED MASONRY PILE DRIVING JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER 2795 Ocean Street, Carlsbad, CA 80-253 OWNER OR PROJECT NAME ARCHITECT Beach Terrace Motel Addition . John P. Landry CONSTR. MAT'L, IT YPE. GRADE, ETC.) DESIGN STRENG TN SOURCE OR MFGR. ENGINEER Structural Stel Deardorff and Deardorff DESCRIBE MAT'L. (MIA DESIGN, RE.SAR GRADE S MFGN., WELD-ROD. ETC.) GENERAL CONTRACTOR E-7018 Electrodes Kamar CONTR. DOING REPORTED WORK LAB. RECEIVING B TESTING CONSTR. MATL. SAMPLES Professional Registered Inspect., Inc. INSPN. LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN,.WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED;, NUMBER. TYPE. C IDENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 5-29 Inspected welding beam to column connections at roof level. 7 IL4-" JUN 111991 C Ti CITY j2f1 i?e8/ I) 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 O*:e5,QrIS'TEREO INSPECTOR 5-29-81 SD-72 DATE OF NEPOP1 PCGSEP NUMBER P PROFESSIONAL EG:SrEREO INSPECTIONS. INC. PHONE 292.0660 895 Convoy c u 7 rt. an Ciego. caiitarnia 92111 R I INSPECTIONS . TETNG ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction ENGINEER Deardorff BLDG. AUTH. Carlsbad CLIENT Kamar Construction ARCHITECT John P._ Landry . _________________ INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF.SPECIMEN North wall at 10' SAMPLE OF: Grout IN JOB OR STRUCTURE: at MM detail MIX NO. Truck Mixer MADE BY C. Simpson PROPORTIONS 6.5 SK 3/8 Rock SLUMP ADMIXTURE DATE MADE 2-13-81 TYPE OF CEMENT Portland 2-16-81 DATE RECEIVED CONC. SUPPLIER _________________ Vista Concrete SOURCE OF ROCK TICKET NO. Truck Mix INSPECTOR SIGN C. Simpson J\ LABORATORY TEST DATA AETFTFfl , (Si nAvit '"Ave YiAII SPECIMENMARKINGS 35890 35891 J 35892 DATE TESTED \ - 2-20-81 3-13-81 4-14-81 AREA — SQ. IN. 9.00 9.00 9.00 ULTIMATE LOAD — LBS. 9300 15400 17400 UNITSTRESS — PSI 1035 1710 1935 SPECIFIED STRENGTH AT 28 DAYS — PSI 2000. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. APR 16 1981 CITY OF CARLSBAD Building Department PrriPROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 ' 7895 convoy court, sa Cego. caforria 92111 RI) INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE I OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT Kamar Construction ENGINEER Deardorff John P. Landry Carlsbad ARCHITECT BLDG. AUTH. INSPECTOR Ed Mitchell PERMIT NO. 80.253A PLAN FILE - FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st course East 6' Retaining MIX NO. I.1/1 0.. 2 1/2 MADE BY Ed Mitchell PROPORTIONS SLUMP, ADMIXTURE DATE MADE 4-9-81 TYPE OF CEMENT FIA DATE RECEIVED I131 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Ed Mitchell LABORATORY TEST DATA AccTFTFr flAv SPECIMEN MARKINGS 36439 36440 36441 DATE TESTED 416-81 5-7-81 Hold AREA — SO. IN. 3.14 ULTIMATE LOAD - LBS. 15700 UNIT STRESS - PSI 5000 SPECIFIED STRENGTH AT 28 DAYS - PSI I 2000 91 . . . . ... E Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. APR 20 1991 CITY bE. CARLSBAD Building Department zt, 1--a /Z / - - - ENGINEER .41 PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convoy coj,-t. sar d ego. cauforr1ua 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER _______________________________________ Tobo Investments CONTRACTOR _________________________ Kamar Construction CLIENT_________________________________________ Kamar Construiction ENGINEER Deardorff ARCHITECT John P. Landiry BLDG. AUTH. __________________________ Carlsbad INSPECTOR Dale Regl PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: North Building Wall, 2nd coarse MIX NO. MADE BY Reg] i PROPORTIONS 1: 1/4 : 3 SLUMP ADMIXTURE LimeTypeS DATE MADE 2-5-81 TYPE OF CEMENT Cal ton DATE RECEIVED 2-9-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Dale Reg] i LABORATORYTESTDATA AGE TESTED - DAS 7 DAYS DAYS 28 DAYS 60 nv SPECIM EN MARKINGS 35845 35846 35847 DATE TESTED 2-12-81 3-5-81 4-6-81 AREA — SQ.IN. 3.14 3.14 3.14 ULTIMATELOAD -LBS. 2200 3700 4200 UNITSTRESS — PSI . 700 1180 'A 1335 SPECIFIED STRENGTH AT2S DAYS -PSI 1800. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect Dept. RECEIVED APR 1991 CITY OF CARLSBAD Building Department ~~RW --iNPG~~ Pr ________ PROFESSIONAL REGI ri d STERED INSPECTIONS. INC. PHONE 2920660 7895 convoy court. saiego. ca,fornia 92111 1 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobó Investments CONTRACTOR Kamar Construction CLIENT____________________________________________ Kamar Construction ENGINEER Deardorff ARCHITECT ___________________________________________ John P. Landry BLDG AUTH . . Carlsbad INSPECTOR PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: 6" diameter Grout IN JOB OR STRUCTURE: see below Cores MIX NO. . MADE BY Regli, Gibson PROPORTIONS ADMIXTURE TYPE OF CEMENT CONC. SUPPLIER TICKET NO. SLUMP, DATE MADE 3-25-81 DATE RECEIVED SOURCE OF ROCK INSPECTOR SIGN LABORATORY TEST DATA AfS YFTfl InAVQ , rtve - SPECIMEN MARKINGS 'a 1 2 3 DATE TESTED 3-30-81 3-30-81 3-30-81 AREA — SQ. IN. 25.79 25.79 25.79 ULTIMATE LOAD— LBS. 18500 21800 33000 UNITSTRESS — PSI 717 845 1280 SPECIFIED STRENGTH AT28DAYS—PSI DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling ENGINEER Diameter 5.73 = 25.7869= 25.79 #1 7' above footing N. Wall atMM/S7 detail 1/2 7', above foot I ng N. Wall atNN/57 detail #3 6.5' above footing E. Wall 7' from N. Wall at MM/S7 detail =7" Inspect. Dept. NRI PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 2920660 7895 convoy court_ san ø'ego. cajaforna 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C.Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN Elevator shaft SAMPLE OF: IN JOB OR STRUCTURE: third lift. Grout MIX NO. Truck M-3, Truck Batched MADE BY C.Simpson PROPORTIONS 6.55K SLUMP ADMIXTURE DATE MADE 2-26-81 TYPE OF CEMENT Portland DATE RECEIVED 3-2-81 Vista Concrete Inc. CONC. SUPPLIER SOURCE OF ROCK TICKET NO. AGE TESTED INSPECTOR SIGN C. Simpson LABORATORY TEST DATA 7 flAV SPECIMEN MARKINGS J 36035 35036 36037 DATE TESTED 3-5-81 3-26-81 Hold AREA - SQ. IN. 9.00 9.00 ULTIMATE LOAD — LBS. 16100 32000 UNIT STRESS - PSI 1790 .3555 SPECIFIED STRENGTH AT 28 DAYS - PSI oz" DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. L U 'Vi L UgV MAR 31 1981 CITY OF CARLSBAD L3uiIding Department ZZIZ4-1- ENGINEER NRI PROFESSIONAL REGSTERED.INSPEçTIONS. INC. PHONE 292.0660 7895 convoy court. sari øuego. ca'i?ornua 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction Deardorff Kamar Construction CLIENT ENGINEER . . Carlsbad BLDG AUTH ARCHITECT John P. Landry INSPECTOR C. Simpson PERMIT NO. 8O.253ii PLAN FILE FIELD LOCATION OF SPECIMEN Elevator Shaft SAMPLE OF: Grout IN JOB OR STRUCTURE: Second Lift MIX NO. #6 MADE BY C. Simpson PROPORTIONS 6.5 SK ADMIXTURE TYPE OF CEMENT Portland EscondidoReady Mix CONC. SUPPLIER ____________________ SLUM DATE MADE 2-25-81 DATE RECEIVED 2-26-81 SOURCE OF ROCK TICKET NO. 42809 _ INSPECTOR SIGN C. Simpson LABORATORYTESTDATA LOF TFSTFID 7 nAVQ IAV O ?AV SPECIMENMARKINGS 36003 36004 36005 DATETESTED 3-4-81 3-25-81 Hold AREA - SQ.IN. 9.00 9.00 ULTIMATELOAD -LBS. 24600 32500 UNITSTRESS — PSI 2730 MI 3610 SPECIFIED STRENGTH AT28DAYS -PSI II 2000 DISTRIBUTION: Kamar Construction 'pr rn IR1 CEIVED John P. Landry / r\ MAR271991 Deardorff and Deardorff City-of Carlsbad, Buidlin Inspct. Dept.- CITY OF CARLSBAD Duilding Department • ENGINEER ool NRI PROFESSIONAL REG:STEREO INSPECTIONS. INC. PHONE 292.0660 7895 convey court. san ciego. caiforna 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments Kamar Construction CONTRACTOR ____________________________ CLIENT Kamar Construction ENGINEER . Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad 253 INSPECTOR C. Simpson - PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN 12" block wall East side SAMPLE OF: IN JOB OR STRUCTURE: Grout at 8' above first floor MIX NO. #6 MADE BY C. Simpson PROPORTIONS 6.5 SK SLUMP I ADMIXTURE DATE MADE 2-24-81 TYPE OF CEMENT DATE RECEIVED 2-26-81 Escondido Ready Mix CONC. SUPPLIER _______________________ SOURCE OF ROCK ______________________ 289206 C. Simpson TICKET NO. INSPECTOR SIGN LABORATORYTESTDATA nAVQ ,Ave SPECIMENMARKINGS 36000 36001 35002 DATETESTED 3-3-81 3-24-81 Hold AREA — SQ.IN. 9.00 9.00 ULTIMATELOAD — LBS 24600 36000 UNIT STRESS —PSI 2730 . Id 4000 SPECIFIED STRENGTH AT28 DAYS — PSI . / Ran 42 DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling ct . D4 fy 1p. MAR 26 1981 CITY OF CARLS[AD. Building Department aWIZ4-~~- ENGINEER NRI PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convey court. sari dego. caiVorna 92111 INSPECTIONS • TESTING • ENGINERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments Kamar Construction CONTRACTOR ___________________________ Kamar Construction CLIENT ENGINEER Deardorff John P. Landry Carlsbad ARCHITECT BLDG. AUTH. C. Simpson INSPECTOR _______________________________________ PERMIT NO. 80.253A PLAN FILE _________ FIELD LOCATION OF SPECIMEN Block wall elevator -at SAMPLE OF: Mortar IN JOB OR STRUCTURE: above second lift MIX NO. MADE BY C. Simpson PROPORTIONS 1 cement, 3 sand, 1/4 lime SLUMP ADMIXTURE DATE MADE 2-24-81 TYPE OF CEMENT Portland DATE RECEIVED 2-26-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN C.Simpson LABORATORYTESTDATA AGE TESTED DAYS 7 DAYS DAYS in nav% nave SPECIMENMARKINGS 35997 35998 35999 DATETESTED 3381 32481 Hold AREA — SQ.IN. 3.14 3.14 ULTIMATELOAD — LBS. 6800 11200 UNIT STRESS -PSI 2165 3565 SPECIFIED STRENGTH AT28 DAYS - _PSI DISTRIBUTION: Kamar Construction John P. Landry ix a__le z __ _.__rr A tU(i P *stnn,i in IYIMO,IZ WcOlUU111 dilU City of Carlsbad, Buidling Insi ctk1Dept. 8TY OF CARLSEA Building Departniéht ENGINEER NRI PROFESSIONAL REGISTERED tNSPECTIONS. INC. PHONE 292-0660 convoy ca'orna 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CUE NT Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C.Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: IN JOB OR STRUCTURE: Grout South Basement Wall at 10' MIX NO. #6 MADE BY C.Sfmpson PROPORTIONS 6.5 SK SLUMP £ ADMIXTURE ... DATE MADE 2-18-81 Portland 2-19-81 TYPE OF CEMENT_________________________________ DATE RECEIVED Escondido Ready Mix CONC. SUPPLIER SOURCE ROCK 288676 Truck #50 C. Simpson TICKET NO. INSPECTOR SIGN LABORATORY TEST DATA &E YSYE flAV , nAve - SPECIMEN MARKINGS 35917 35918 35919 DATE TESTED 2-25-81 3-18-81 Hold AREA - SQ. IN. 9.00 9.00 ULTIMATE LOAD - LBS. 25600 UNIT STRESS — PSI 2845 290004r 3220 AT 28 DAYS — PSI SPECIFIED STRENGTH Vt., ___2000. Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidl ing - (57 MAR 20 1981 c - OF CARLSBAD Inspect. Dept. Building Department Pr PROFESSIONAL REGISTEREO.INSPECTIONS. INC. PHONE 232.0660 ________ 7895 convoy court. say, ego. caiifornua 92111 A I )j INSPECTIONS • TESTING • ENGINERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction o CLIENT Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad C. S impson INSPECTOR PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: South Wall West end at 4' MIX NO. #16 MADE BY C.Simpson PROPORTIONS 5.5 5K SLUMP ADMIXTURE DATE MADE 2-17-81 TYPE OF CEMENT Portland DATE RECEIVED 2-18-81 EscondidoReadyMix CONC. SUPPLIER SOURCE OF ROCK 288554 Truck #77 INSPECTOR SIGN C.Simpson TICKET NO. LABORATORYTESTDATA ACE TESTED DAYS 7 DAYS DAYS 220AY5 nAyqt SPECIMEN MARKINGS 35911 35912 35913 DATE TESTED 2-24-81 3-17-81 Hold AREA -SO.IN. 9.00 9.00 ULTIMATELOAD -LBS. 18800 24000 UNITSTRESS -PSI 2090 ____ ______________ 114 2665 SPECIFIED STRENGTH AT28DAYS -PSI 2000. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect De MAR 19 1991: / CITY OF CARLSBAD Building Department ENGINEER MR91 PROFESSIONAL REGISTERED INSPECTIONS. INC. 7995 convoy court. san ciego. caifornua 92111 INSPECTIONS • TESTING • ENGINERING PHONE 2920660 TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE Tobo Investments OWNER CONTRACTOR Kamar Construction Kamar Construction Deardorff CLIENT______________________________________________ ENGINEER _______________________________ ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: East Retaining Wall MIX NO. ____________________________________MADE BY C.Simpson PROPORTIONS 1 Cement. 3 Sand, 1/4 Lime SLUMP ADMIXTURE DATE MADE 2-17-81 TYPE OF CEMENT Portland DATE RECEIVED 21881 CONC. SUPPLIER ____________________________________ SOURCE OF ROCK TICKET NO. _____________________________________ INSPECTOR SIGN C.Simpson LABORATORYTESTDATA DAYS 7 DAYS DAYS 25 DAYS DAYS SPECIMENMARKINGS 35908 35909 35910 DATETESTED 22481 3-17-81 Hold AREA - SQ.IN. 3.14 3.14 ULTIMATELOAD -LBS. 4800 7700 UNITSTRESS -PSI 1530 2450 SPECIFIED STRENGTH AT28DAYS -PSI DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. pt., / MAR 19 1981 ( CITY OF CARLSBAD Building Do rtmont rAWC ENGINEER 0*1 '\ PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 2920660 Pr 7895 convoy court, sari øiego. cauorriia Sell, j j) INSPECTIONS • TESTING. ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER_________________________________________ Tobo Investments CONTRACTOR Kamar Construction CLIENT_________________________________________ Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C. Simpson PERMIT NO . _________ 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN North wall at 10' SAMPLE OF: Grout IN JOB OR STRUCTURE: at MM detail MIX NO. Truck Mixer MADE BY C. Simpson PROPORTIONS 6.5 SK 3/8 Rock SLUMP_________________________________ ADMIXTURE DATE MADE 2-13-81 TYPE OF CEMENT Portland DATE RECEIVED 2-16-81 Vista Concrete CONC. SUPPLIER SOURCE OF ROCK Truck Mix C. Simpson TICKET NO. INSPECTOR SIGN LABORATORYTESTDATA ACE TESTED DAYS 7 DAYS DAYS 92flAVt AflIAVe SPECIMENMARKINGS 35890 35891 35892 DATE TESTED 2-20-81 3-13-81 4-14-8-1 AREA — SQ.IN. 9.00 9.00. ULTIMATELOAD -LBS. 9300 15400 goo UNITSTRESS — PSI . 1035 1710"' SPECIFIED STRENGTH 7- AT28 DAYS -i'si . 2000.. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. ENGINEER N PROFESSIONAL REGISTERED INSPEOTIONS. INC. PHONE 292-0660 7895 convoy court. san aego. cai,fornsa 92111 INSPECTIONS • TESTJG • ENGINSERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER CLIENT, ARCHITECT Tobo Investments Kamar Constru:ction John P. Landry CONTRACTOR Kamar. Construction Deardorff ENGINEER - - Carlsbad BLDG. AUTH. INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN At MM detail SAMPLE OF: Mortar IN JOB OR STRUCTURE: North wall at 12' MIX NO. I Cement, 3 Sand, 1/4 Lime PROPORTIONS_______________________________ MADE BY C. Simpson SLUMP ADMIXTURE DATE MADE 2-13-81 Portland 2-15-81 TYPE OF CEMENT___________________________________ DATE RECEIVED ONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN C. Simpson LABORATORY TEST DATA ACE TFSTFn IDAMS 7 nAVR nAvc ,a SPECIMEN MARKINGS 35887 35888 35889 DATE TESTED 220-81 3-13-81 Hold AREA — SQ.IN. 3.14 3.14 ULTIMATE LOAD - LBS. 7900 13200 UNITSTRESS — PSI . 2515 4205 SPECIFIED STRENGTH AT 28 DAYS - PSI 1 800. DISTRIBUTION: Iamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidl ing Inspect. Dept. ENGINEER PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 2737 FOR WEEK - No. . I ENDING ON .....tLar.C.b...13 ................ .19 COVERING WORK PERFORMED 0 REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY GLUE? LAM. FABRICATION WHICH REQUIRED APPROVAL BY U PRE-STRESSED CONCRETE REINFORCED GYPSUM i:i OTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER 2785 Ocean Street, Carlsbad 80-253 OWNER OR PROJECT NAME ARCHITECT Beach Terrace Motel John R. Landry Inc. CONSTR.MATL (TYPE. GRADE. ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Structural Steej A36 Deardorff and Deardorff DESCRIBE MATL. (MIX DESIGN. RE-BAR GRAPE & MFGR.. WELD-ROD. ETC.) GENERAL CONTRACTOR Welding Rod 7018 Kamar Construction Larson LAB. RECEIVING & TESTING CONSTR. MATL. SAMPLES Professional Registered Inspect., Inc. INSFN. LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS, ETC. DATE INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE. & bENT. NO's. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS IWELOS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 3-9 Made visual inspection of the fillet welds connecting beam to column first floor, columns at 2A South, 28 South, IH South, and 16 South. No discontinuities visable and welding was in compliance with AWS Dl.l. Approximately 33 completed this date by welders: Lloyd Whitmore, Lab #461, 1-28-63 and William Stevens, #SD36-646, 2-27-81. RECEIVED MAR 12l99 CITY OF CARLSBAD Building 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. /1. .7 •) - (/.f') L SIGNATURE O.EGISTERED INSPECTOR 3-9-81 SD-72 DA rE OF HEUR I PCC-:5'Fr NUMBER N191 PROFESSIONAL REGISTERED 'INSPECTIONS. INC. PHONE 292.0660 7695 convoy court. san øego. caiifornua 92111 INSPECTIONS • TESTZNG. ENGINERING TEST REPORT. JOB NO. 2737 JOB Beach Terrace tiotel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT, Kamar Construction ENGINEER Deardorff — ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR Dale Regli PERMIT NO. 80.253APLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: 1st lift North Ret. Wall 6 Dale Regli MIX NO. . MADE BY 6.5 SK . 10" PROPORTIONS ,SLUMP— ADMIXTURE ________________________________ 2-6-81 . DATE MADE TYPE OF CEMENT CONC. SUPPLIER Escondido Ready Mix DATE RECEIVED 2-9-81 Escondido SOURCE OF ROCK 287811 Dale Regli TICKET NO. INSPECTOR SIGN LABORATORY TEST DATA & 7 nAve nAve eo 1AV SPECIMEN MARKINGS 3581e8 3589 35850 DATE TESTED 213-81 . 3-6-81 Hold AREA — SQ. IN. 9.00 9.00 ULTIMATE LOAD — LBS. 27800 39000 UNIT STRESS — PSI 3°! 4330 SPECIFIED STRENGTH AT 28 DAYS — PSI DISTRIBUTION: Kamar Construction John P. Landry MAR 10 1981 Deardorff and Deardorff CITY OF CARLSBAD City of Carlsbad, Buidlin I Dept. Building Department ___________ ENGINEER NRI PROFESSIONAL REG:STERED INSPECTIONS. INC. PHONE 292.0660 san dego. caiifornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C.Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN Elevator shaft SAMPLE OF: Grout IN JOB OR STRUCTURE: third lift. MIX NO. Truck M-3, Truck Batched MADE BY C.Simpson PROPORTIONS 6.5 SK SLUMP, b ADMIXTURE DATE MADE 2-26-81 TYPEOFCEMENT Portland DATE RECEIVED 3-2-81 CONC. SUPPLIER Vista Concrete Inc. _____________________ SOURCE OF ROCK TICKET NO. INSPECTOR SIGN C. Simpson LABORATORY TEST DATA AGE TESTEG flAYS v flAVC IIAVC SPECIMEN MARKINGS 36035 35036 36037 DATE TESTED 3-5-81 3-26-81 Hold AREA - SQ. IN. 9.00 ULTIMATE LOAD - LBS. 16100 UNIT STRESS — PSI . 1790 SPECIFIED STRENGTH AT 28 DAYS — PSI -T 2000 DISTRIBUTION: RECIVD John P. Land ry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dep .-\A INN MAR 191 CITY OF CARLSBAD Building Department ai4j ENGINEER N PROFESSIONAL REG:STEREO 'INSPECTIONS. INC. PHONE 2920660 7895 convoy court. sari øego. cai,fornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 LB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments Kamar Construction CONTRACTOR _________________________ CLIENT Kamar Construction ENGINEER . Deardorff ARCHITECT John P. Landry Carlsbad BLDG. AUTH. INSPECTOR Dale Reg] i PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Mo r t r IN JOB OR STRUCTURE: North Building Wall • 2nd coarse MIX NO. MADE BY Regi i PROPORTIONS 1: 114 : 3 SLUMP ADMIXTURE LimeTypeS DATE MADE 2-5-81 TYPE OF CEMENT Cotton DATE RECEIVED 2-9-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. __ INSPECTOR SIGN Dale ReglI LABORATORYTESTDATA AGE TESTED DAYS 7 DAYS DAYS in flAYs 60 rAV SPECIMENMARKINGS 35845 35846 35847 DATETESTED 2-12-81 3-5-81 4-6-81 AREA — SO.IN. 3.14 3.14 ULTIMATELOAD -LBS. 2200 3700 UNITSTRESS — PSI . 700 II 1180 SPECIFIED STRENGTH AT28DAYS —PSI 1800. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling RECEIVED \ MAR 1991 Inspect. Dept.- 4L f\ CITY OFCARLSBAD N/ Building Department NRI PROFESSIONAL REGISTERED if.SPCTIONS. INC. PHONE 292-0660 7895 corvoy coijrt. sar dego. Ca;,?orna 92111 INSPECTIONS .TESTING. ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction Kamar Construction . Deardorff CLIENT ENGINEER John P. Landry ARCHITECT BLDG. AUTH. Carlsbad INSPECTOR Dale Reg] I PERMIT NO. 80. 253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st course, East Building Wal MIX NO. MADE BY Dale Regli PROPORTIONS 1: 1/4 : 3 SLUMP ADMIXTURE Flintkote Lime Type S DATE MADE 2-4-81 TYPE OF CEMENT Col ton DATE RECEIVED2-6-81 ONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Dale RegiI LABORATORYTESTDATA AGE TESTED DAYS 7 DAYS DAYS 29 DAYS DAYS SPECIMENMARKINGS 35821 35822 35823 DATETESTED 2-11-81 3-4-81 Hold AREA — SQ.IN. 3.14 3.14 ULTIMATELOAD -LBS. 4700 7600 UNITSTRESS -PSI 1495 . 4d 2420 SPECIFIED STRENGTH AT28 DAYS -PSI 1800 DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. M SfIJCCD '\ PROFESSIONAL REGISTERED Ir3PECTIONS. INC. PHONE 292.0660 V ________ 7895 convoy court. san øiego. caiforn,a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS . 2795 Ocean Street, Carlsbad PHONE OWNER Tob,o Investments CONTRACTOR Kamar Construction Kamar Construction . Deardorff CLIENT____________________________________________ ENGINEER ______________________________ John P. Landry Carlsbad ARCHITECT BLDG. AUTH. INSPECTOR Dale Reg] i PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN 1st lift, SAMPLE OF: Grout IN JOB OR STRUCTURE: 16" and 12" walls MIX NO. MADE BY Dale Regli PROPORTIONS 6.5 SK SLUMP 9" ADMIXTURE DATE MADE 2-4-81 TYPE OF CEMENT DATE RECEIVED 2-6-81 CONC. SUPPLIER Vista Concrete SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Da I e Reg! i LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 35824 35825 35826 DATE TESTED 2-11-81 3-4-81 Hold AREA — SQ.IN. 9.00 9.00 ULTIMATE LOAD— LBS. 16000 24900 UNIT STRESS - PSI 1 775 2765 SPECIFIED STRENGTH AT 28 DAYS - PSI 2000 DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. NRI PROFESSIONAL REG:STERED INSPECTIONS. INC. PHONE 292-0660 7895 convoy Cu' ' d'e cau1fo .a 92111 INSPECTIONS • TESTING. ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE Tobo Investments Kamar Construction OWNER __________________________________________ CONTRACTOR ___________________________ Kamar Construction Deardorff CLIENT- ENGINEER _______________________________ John P. Landry Carlsbad ARCHITECT BLDG. AUTH. INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN Elevator Shaft SAMPLE OF: Grout IN JOB OR STRUCTURE: Second Lift MIX NO. #6 MADE BY C. Simpson PROPORTIONS 6. 55K SLUMP ADMIXTURE DATE MADE 2-25-81 TYPE OF CEMENT Portland DATE RECEIVED 2-26-81 CONC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. 42809 INSPECTOR SIGN C. Simpson LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 36003 36004 36005 DATE TESTED 34-81 3-25-81 Hold AREA - SQ. IN. 9.00 ULTIMATE LOAD - LBS. 24600 UNITSTRESS — PSI 2730 SPECIFIED STRENGTH AT 28 DAYS - PSI 2000 DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. /)5c ENGINEER \ PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 2920660 Pr ________ 7895 convoy Court. san Cegd. casifornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT- Kamar Construction ENGINEER Deardorff ARCHITECT _________________________________________ John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C. Simpson PERMIT NO. _________ 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN 12" block wall East side SAMPLE OF: Grout IN JOB OR STRUCTURE: at 8' above first floor MIX NO. #6 MADE BY C. Simpson PROPORTIONS 6.5 SK SLUMP, ADMIXTURE DATE MADE 2-24-81 TYPE OF CEMENT 2-26-81 DATE RECEIVED CONC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. 289206 INSPECTOR SIGN C. Simpson LABORATORY TEST DATA £f Av , nAve iA,e SPECIMEN MARKINGS 36000 36001 35002 DATE TESTED 3-3-81 3-24-81 Hold AREA — SO. IN. 9.00 ULTIMATE LOAD — LBS. 24600 UNIT STRESS — PSI 2730 SPECIFIED STRENGTH AT 28 DAYS — PSI 2000 DISTRIBUTION: . UVED uIuel lli.l Ul..I. lUll John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. MAR 1981 CITY OF CARLSBAD Building Department ZZ4-IeZ4~~- - - — ENGINEER '\ PROFESSIONAL REGISTERED INPECtIONS. INC. PHONE 2920660 Pr 7895 convey court. san diego. caiifornia 92111 Ri. INSPECTIONS • TESTING. ENGINERING 'TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT______________________________________________ Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE __________ FIELD LOCATION OF SPECIMEN Block wall elevator at SAMPLE OF: Mortar IN JOB OR STRUCTURE: above second lift MIX NO. MADE BY C. Simpson PROPORTIONS 1 cement, 3 sand, 1/4 lime —SLUMP ADMIXTURE DATE MADE 2-24-81 TYPE OF CEMENT Portland DATE RECEIVED 2-26-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN C. Simpson J \\\V LABORATORY TEST DATA AGE YESTEfl /1 7 nAvqt flAVC dPO SPECIMENMARKINGS 35997 35998 35999 DATETESTED 3-3-81 3-24-81 Hold AREA — SO.IN. 3.14 ULTIMATELOAD -LBS. 6800 UNIT STRESS -PSI 2165 SPECIFIED STRENGTH AT28DAYS -PSI DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. - -me Taw MA PS 1981 CITy OF cARLA Building Dopartméüt ENGINEER N\ PROFESSIONAL RE convoy GSTERED INSPECTIONS. INC. PHONE 292.0660 _________ 7895 convoy cou,-t, sari cego. cafornia 92111 A I) INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT Kamar Construction ENGINEER Deardorff . . Carlsbad BLDG AUTH ARCHITECT John P. Landry INSPECTOR Dale Reg] I PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st coarse, 12" Ret. Wall MIX NO. MADE BY Dale Regli 1:1/4:3 PROPORTIONS SLUMP_________________________________ Fl intkote Lime Type S 2-3-81 ADMIXTURE DATE MADE TYPE OF CEMENT_Col ton DATE RECEIVED 2-4-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Dale Reg] I LABORATORY TEST DATA AGE TESTED ..' DAVS 7 nAvc IAV SPECIMEN MARKINGS 35818 35819 35820 DATE TESTED 21081 3-3-81 1 Hold AREA — SQ.IN. 3.14 3.14 ULTIMATE LOAD - LBS. 5100 8200 UNITSTRESS — PSI . 1625 411 . 2610 SPECIFIED STRENGTH AT2B DAYS —PSI :G4 UII Mitsui IUN: Kamar Construction John P. Landry De'àrdorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. MAR 1981 CITY OF CARLSBAD Building Department r..,-ua.rrn PROFESSIONAL REGISTERED INSPECTIONS, INC 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 2737 J No. WEEK y 6.11P.!.. COVERING WORK PERFORMED 1 0 REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY Lj GLUE • LAM. FABRICATION WHICH REQUIRED APPRoVM..J 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 OTHER THE pf1Z INSPECTOR OF ]...EINFORCED MASONRY 0 PILE DRIVING . JOB /DRESS . BUILDING PERMIT NUMBER PLAN FILE NUMBER ( 2795 Ocean StreetjCarlsbad 80.253A OW ER OR PROJECT NAME J ARCHITECT Beach Terrace4el John P. Landry Inc. CONSlP.IL. ( .GA.ETC.) DESIGN STRENGTH I50CE OR MFGR. ENGINEER - Masonry I f'm =1350 p3i Deardorff DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.. WELD.ROD, ETC.) GENERAL CONTRACTOR Rebar Grade 60, Mortar 1800 psi Kamar Construction CONTR. DOING REPORTED WORK Grout 2000 psi, Vista Concrete Ekedal Masonry LAB. RECEIVING & TESTING CONSTR. MATL. SAMPLES Professional _Registered _Inspect.,Inc. INSP'N. LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE 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. 2-3 Inspected laying up of first coarse on 12" retaining wall QQ/S7, 8" retaining wall NN/S7, and 16" retaining wall RR/S8. Made 3 mortar samples. 2-1+ Inspected laying up and grouting of 16 wall and 12" wall to 111. Began layinq up of 811 wall on East wall of building. Made 3 grout samples. Made 3 mortar samples on first coarse of 8" East wall. 2-5 Inspected laying up of North building wall and retaining wall and East building wall to 111811. Made 3 mortar samples North wall second coarse. 24 Inspected grouting of North retaining wall. North and East building walls to 5'. Made 3 grout samples. Inspected laying up of North walls to 101 and interior non-bearing walls to 2 feet. T . . 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- SIGNATURE OF REGIS RED INSPECTOR 2 f ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 hn P. Landry Inc. SAN DIEGO, CA 92123 21 Roosevelt Street (714) 560-1465 rlsbad, California 92008 January 28, 1981 COMMERCIAL PLAN CORRECTION SHEET Jurisdiction of Car1á Plan Check No. 80-253 Stories Owner Beach Terrace MotelSite .2 Ocean Street Area(s) N.A. OccupancyElevator Type Const._________________________ Allowable Floor Area______________________________________ Basis for Area Increase___________________________________ Occupant Load Remarks Plan change Date plans picked up/received by ESGIL 1/26 -by _ Date first plan check completed by ESGIL 1/28_byRE Corrections checked below are to be made on plans before permit is issued. The approval of plans and specification does not permit the violation of any section of the Build- ing Code, or other City Ordinance or State Law. The follow- ing list does not necessarily include all errors and ommissioris. See Sec. 303(c) of the 1976 Uniform Building Code. Plans require correction.as indicated by circled items below, before a building permit can be issued. Return this correction sheet with corrected plans. TOFACILITATERECHECKINGPLEASEIDENTIFY,NEXTTOEACH ITEMLISTEDBELOW.THESHEETOFTHEPLANSUPONWHICHTHE CORRECTION HAS BEEN MADE. Elevator shaft is required to be minimum one hour fire rated construction. Please provide details. Provide one hour self closing doors in elevator shaft. 1. Specify on the plans. Section 1706(b). Provide elevator shaft vents to the outside. Vents shall. be not less than 31 percent of the area of the elevator shaft with a minimum of 3 square feet. Section 1706(d). Show evidence this proposed elevator has been approved by the State Division of Industrial Safety. Page 3 of the specifications states that "if combustion sensing devices are required....". Please note on the plan that combustion sensing devices are required per Section 5103(a)2 of the U.B.C. If you have any questions please contact Dick Esgate at (714) 560-1468. Thank you, Esgil Corporation Richard James Esgate President \ PROFESSIONAL REG:STERED INSPECTIONS. INC. PHONE 292.0660 prl ________ 7895 .convoy COUf • sari diego. cai,fornua 92111 j,.) INSPECTIONS . TESTING • ENGINEERING TEST REPORT .166 NO. 2737 JOB Beach Terrace Motel ADDRESS 27950cean Street, Carlsbad PHONE Tobo Investments Kamar Construction OWNER CONTRACTOR CLIENT Kamar Construction ENGINEER Deardorff John P. Landry ARCHITECT BLDG. AUTH. Carlsbad INSPECTOR Dale Regli PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st course, East Building Wal MIX NO. MADE BY Dale Reg] I PROPORTIONS 1: 1/4 : 3 . . SLUMP ADMIXTURE Flintkote Lime Type S DATE MADE 2-4-81 TYPE OFCEMENT Colton . . DATE RECEIVED2-6-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGNDale Reg) I LABORATORYTESTDATA AGE TESTED DAYS 7 nAVQ riAvC fo Ik SPECIMEN MARKINGS 35821 35822 35823 DATE TESTED 2-11-81 3-4-81 Hold AREA - SQ.IN. 3.14 ULTIMATELOAD -LBS. 4700 UNITSTRESS - PSI 1495 SPECIFIED STRENGTH AT28 DAYS —PSI . 1800 John P. Landry Deardorff and Deardorff DISTRIBUTION: - Kamar Construction City of Carlsbad, Buidling Inspect. Dept. i,,4I• I- NRL PROFESSIONAL REG:STERED INSPECTIONS. INC. PHONE 292.0660 7995 corvoy court. San øego. cai,forn,a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE Tobo Investments Kamar Construction OWNER CONTRACTOR ___________________________ Kamar Construction Deardorff CLIENT- ENGINEER ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR Dale Reg] I PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN 1st lift, SAMPLE OF: Grout IN JOB OR STRUCTURE: 16" and 12" walls MIX NO. Dale Regli MADE BY ____________ 911 PROPORTIONS 6.5 SK SLUMP ADMIXTURE DATE MADE 2-4-81 - TYPE OF CEMENT DATE RECEIVED 2-6-81 CONC. SUPPLIER Vista Concrete SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Dale Reg i LABORATORY TEST DATA AGE TESTED DAYS 7 DAY IAV ,oAve SPECIMEN MARKINGS 35824 35825 35826 DATE TESTED 2-11-81 3-4-81 Hold AREA - SO. IN. 9.00 ULTIMATE LOAD - LBS. 16000 UNIT STRESS - PSI 1 775 SPECIFIED STRENGTH AT 28 DAYS - PSI I /1 2000 DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling FMCINFFR '\ PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 Pm~VR 7995 convoy court, sari ego. caufcrnia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 108 Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE DWNER Toho Investments Kamar Construction CONTRACTOR _________________________ WENT Kamar Construction ENGINEER . Deardorff ______________ RCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR Dale Regi i PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN AMPLE OF: Mo r t a r IN JOB OR STRUCTURE: North Building Wall, 2nd coarse MX NO. MADE BY Regi i PROPORTIONS 1.: 1/4 : 3 SLUMP WMIXTURE LimeTypeS DATE MADE 2-5-81 rYPEoFCEMENT Cotton DATE RECEIVED 2-9-81 ONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Dale Reg1i LABORATORY TEST DATA ICE TESTED DAYS 7 DAYS DAYS flAvc nAve PECIMENMARKINGS 3581+5 35846 3581+7 )ATE TESTED 2-12-81 3-5-81 Hold 'REA- SO. IN. 3.11+ JLTIMATELOAD - LBS. 2200 JNITSTRESS -PSI 700 PECIFIED STRENGTH T28 DAYS —PSI / / 1800. )ISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect Dey/"( .74/14/ ENGINEER \ PROFESSIONAL REG:STERED INSPECTIONS. INC. PHONE 292.0660 VR I 7895 convoy court.san diego. cai,fornia 92111 ) INSPECTIONS • TESTING • ENGINERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE CONTRACTOR Kamar Construction ___________________________ Kamar Construction . Deardorff CLIENT___________________________________________ ENGINEER ARCHITECT John P. Landry BLDG. AUTH. ___ Carlsbad INSPECTOR Dale Regi I PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: 1st lift North Ret. Wall 6 Dale Regli MIX NO. MADE BY 6.5 SK 10" PROPORTIONS SLUMP_________________________________ ADMIXTURE ___________________________________ DATE MADE _____ 2-6-81 TYPE OF CEMENT CONC. SUPPLIER Escondido Ready Mix DATE RECEIVED 2-9-81 Escondido SOURCE OF ROCK 287811 Dale Regli TICKET NO. _ INSPECTOR SIGN LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 9a nAve nAVC SPECIMEN MARKINGS 35848 35849 35850 DATE TESTED 2-13-61 3-6-61 Hold AREA — SO. IN. 9.00 ULTIMATE LOAD - LBS. 27800 UNIT STRESS - si . 3090 SPECIFIED STRENGTH AT2S DAYS -.PSI 2000. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. NEER OWNER Toho Investments PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 2737 J No. FOR WEEK 19 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE fl STRUCT. STEEL ASSEMBLY GLUE- LAM. FABRICATION 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OTHER XJ REINFORCED MASONRY 0 PILE DRIVING ..................................................... JOB ADDRESS 275 Ocean Streat Cr1shad BUILDING PERMIT NUMBER 0-25' PLAN FILE NUMBER OWNER OR PROJCT NAME The Beach Terrce Motel ARCHITECTS John L. I.andr, Inc. CONSTR.MATL. (TYPE. GRADE. ETC.) Concrete lock OESIGN STRENGTH 1.350 PSI SOURCE OR MFGR. I'odern ENGINEER Deardoff Deardo'f DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.. WELD-ROD. ETC.) Mortar Type - Colton cement ('trout 200 PSI GENERAL CONTRACTOR Kamar Construction. Sorrento Sand CONTR. DOING REPORTED WORK Ekedal k4sonry Reber grade 60 LAB. RECEIVIP4G & TESTING CONSTR. MATL. SAMPLES P. I. 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.N0S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 2-11 Contj''uous instection was furnishe'l during th la ying of Concrete block in the following locations. Concrete block laid on East wall of basement to 'irst floor and on interior walls to b' level. Layout on South wall. 2-12 Sr,uth wl1 laid to V. North wall laid to First floor level. 2.13 Forth wll laid to iL.t. Two interior basement walls laid to First floor level. r'.uteri North wall to First floor level. East wall oP basement qrouted tn Wirst. 41nnr 1ve1 and interior basement walls end South wall grouted to I'. 2.11, Block laid to First floor level on South wall. 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. SIGNAp04E OF REGISTERED INSPECTOR Feb. 11., 1 981 DATE OF REPORT REGISTER NUMBER NRi PROFESSIONAL REG:STERED INSPECTIONS. INC. 7695 ccnvoy court. san cego. caiuforn,a 92111 INSPECTIONS • TESTING ENGINEERING PHONE 292.0660 TEST REPORT JOB NO. 2737 oa Beach Terrace Motel ADDRESS te279bcean Street, Carlsbad PHONE OWNER Tobo Investments Kamar Construction CONTRACTOR __________________________ CLIENT Kamar Construction -- ARCHITECT John P. Landry - BLDG. AUTH. Carlsbad . 80.253A PLAN FILE Dale Regli PERMIT NO INSPECTOR __________ FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st coarse, 12" Ret. Wall MIX NO. * MADE BY Da 1 e Reg I i PROPORTIONS 1:1/4:3 SLUMP__________________________________ Flintkote Lime Type S ADMIXTURE DATE MADE 2-3-81 TYPE OF CEMENT Col ton DATE RECEIVED 2-4-81 CONIC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Dale Reg] I LABORATORY TEST DATA AF TFsTpn flAVC . nAve - SPECIMEN MARKINGS 35818 - 35819 35820 DATE TESTED 2-10-81 3-3-81 Hold AREA - SQ. IN. 3.14 ULTIMATE LOAD - LBS. 5100 UNIT STRESS - PSI • 1625 SPECIFIED STRENGTH AT 28 DAYS - PSI • I A -- w DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. FEB' 795 Cfly0. BUlld,7 BAD ENGINEER Deardorff FEB24 1981 CITY OF CARLSBAD Building Department NRL PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 2920660 7895 convoy cou,-t, san diego. caiforna 92111 INSPECTIONS • TESTING. ENGINERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT "mar Construction ENGINEER Deardorff John P. Landry Carlsbad ARCHITECT BLDG. AUTH. __________ INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN North wall at 10' SAMPLE OF: Grout IN JOB OR STRUCTURE: at MM detail Truck Mixer C. Simpson MIX NO. MADE BY PROPORTIONS 6.5 SK 3/8 Rock SLUMP, ADMIXTURE DATE MADE 2-1•-81 TYPE OFCEMENT Portland 2-16-81 DATE RECEIVED Vista Concrete CONC. SUPPLIER SOURCE OF ROCK Truck Mix C. Simpson TICKET NO. INSPECTOR SIGN LABORATORYTESTDATA AGE TrsTFn - SPECIMENMARKINGS 35890 35891 - -.- 35892 DATE TESTED 22081 3-13-81 Hold AREA — SQ.IN. 9.00 ULTIMATELOAD -LBS. 9300 UNITSTRESS — PSI . 1035 SPECIFIED STRENGTH !_ AT 2000. DISTRIBUTION: Iamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. NRb PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7695 convoy court. san diego. caiiforn,a 92111 INSPECTIONS • TESTING. ENGINERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER TObo Investments CONTRACTOR Kamar Construction CLIENT, Kamar Construction ENGINEER - Deardorff John P. Landry - ARCHITECT BLDG. AUTH. Carlsbad INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN At MM detail SAMPLE OF: Mortar IN JOB OR STRUCTURE: North wall at 12' MIX NO. MADE BY C. Simpson PROPORTIONS I Cement, 3 Sand, 1/4 Lime SLUMP, a ADMIXTURE DATE MADE 2-13-81 TYPE OF CEMENT Portland DATE RECEIVED 2-15-81 CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN C. Simpson LABORATORYTESTDATA nAVQ nAve SPECIMENMARKINGS 35887 35888 35889 DATETESTED 2-20-81 3-13-81 - Hold AREA - SQ.IN. 3.14 ULTIMATELOAD -LBS. 7900 UNITSTRESS — PSI . 2515 SPECIFIED STRENGTH AT 28DAYS -PSI DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buid , )ne'Dept. FEB 24 1981 CITY OF CARLSBAD Building Department K NRI PROFESSIONAL REG.-STEREO INSPECTIONS. INC. PHONE 292-0660 7995 convoy Court_ sari øego. cai,fornia 92111 INSPECTIONS • TESTING. ENGINEERING TEST REPORT JOB NO. .2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER_____________________________________ Tobo Investments CONTRACTOR Kamar Construction CLIENT_________________________________________ Kamar Construction . ENGINEER Deardorff ARCHITECT John P. Landry . BLDG. AUTH. Carlsbad INSPECTOR C.Simpson PERMIT NO. 80.253APLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN O JO B R STRUCTURE: South Basement Wall 10' at MIX NO. #6 MADE BY C.S,impson PROPORTIONS 6.5 SK SLUMP______________________________ 6. ADMIXTURE TYPE OF CEMENT Portland DATE MADE 2-18-81 DATE RECEIVED 2-19-81 SOURCE ROCK CONC. SUPPLIER Escondido Ready Mix 288676 Truck #50 C. Simpson TICKET NO. INSPECTOR SIGN _________________________ LABORATORYTESTDATA AGE TESTED DAYS 7 DAYS flAYs *flAve SPECIMENMARKINGS 35917 35918 35919 DATETESTED 2-25-81 3-18-81 Hold AREA .-. SO. IN. 9.00 ULTIMATELOAD -LBS. 25600 UNITSTRESS -PSI . 281+5 . SPECIFIED STRENGTH AT28DAYS -PSI 2000. DISTRIBUTION: Iamar Construction John P. Landry Deardorff and Deardorff risbad, Buidling IT 2"' 4. RECEIVED FEB 271981 Inspect. Dept. CITY OF CARLSBAD Building Department ENGINEER PROFESSIONAL REGISTERED INSPECTIONS c EFpHpc 24660 7895 convoy court. sari oiego. cai,forna INSPECTIONS • TESTING • ENGINEERING FEB 26 1981 CITY OFCARLSBAD 'TEST REPORTEujIdjn flApthiJB NO. 2737 JOB Beach Terrace Motel I ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER INSPECTOR CLIENT___________________________________________ ARCHITECT _________________________________________ Tobo Investments Kamar Construction John P. Landry C.Simpson ENGINEER BLDG AUTH . . PERMIT NO . CONTRACTOR __________________________ _________ Kamar Construction Deardorff Carlsbad 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: South Wall West end at 4 1 . MIX NO. #16 MADE BY C.Simpson PROPORTIONS 5.5 SK SLUMP ADMIXTURE DATE MADE 2-17-81 TYPE OFCEMENT Portland DATE RECEIVED 2-18-81 C. SUPPLIER Escondido SOURCE OF ROCK TICKET NO. 288554 Truck #77 INSPECTOR SIGN C _Simpson LABORATORYTESTDATA AGE TESTED DAYS 7 DAYS nAyc QflAv ve SPECIMEN MARKINGS 35911 35912 35913 DATETESTED 224-81 317-81 Hold AREA — SQ.IN. 9.00 ULTIMATELOAD -LBS. 18800 UNIT STRESS -PSI _____ 2090 SPECIFIED STRENGTH AT28DAYS -PSI __________ T ______________________________ -2000. DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. e~& xdl- ENGINEER Prn RECEIVED PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE292.O66O 7895 convoy court. san diego. caiifornia 92111 FEB 26 1981 CITY OF CARLSBAb Building Department INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction Kamar Construction . Deardorff CLIENT_________________________________________ ENGINEER -- John P. Landry Carlsbad ARCHITECT _____________________________________ BLDG. AUTH. ___________________________ INSPECTOR C. Simpson PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: MOrtar IN JOB OR STRUCTURE: East Retaining Wall South Corner MIX NO. MADE BY C.Simpson PROPORTIONS 1 Cement. 3 Sand,.: 1/4 Lime SLUMP ADMIXTURE ... DATE MADE 2-17-81 TYPE OF CEMENT Portland DATE RECEIVED 2-18-81 CONC. SUPPLIER ____________________________________ SOURCE OF ROCK TICKET NO. _____________________________________ INSPECTOR SIGN C.Simpson LABORATORYTESTDATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMENMARKINGS 35908 35909 35910 DATETESTED 2-24-81 3-17-81 Hold AREA - SQ.IN. 3.14 ULTIMATELOAD -LBS. 4800 UNITSTRESS -si . 1 530 SPECIFIED STRENGTH AT28DAYS -PSI DISTRIBUTION: Kamar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. ENGINFER PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court Sari Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 2737 J No. J FOR WEEK Feb. COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF J REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY GLUE- LAM. FABRICATION PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OTHER REINFORCED MASONRY PILE DRIVING JOB ADDRESS 275 Ocean Street, (rlsbad BUILDING PERMIT NUMBER 80-253 PLAN FILE NUMBER OWNER OR PROJZCT NAME The Beach Terrace Yotel ARCHITECT John R. Landry Inc. CONSTR.MATL. (TYPE. GRADE. ETC.) Concrete Flock DESIGN STRENGTH l'3L0 PSI SOURCE OR MFGR. !Todern ENGINEER Deardoff and Derdoff DESCRIBE MAT-L- (MIX DESIGN, RE-BAR GRADE & MFGR. WELD-ROD, ETC.) 1ortar Tyre "Se Colton Cement GENERAL CONTRACTOR Kamer Const. Sorento Sr'nd CONTR. DOING REPORTED WORK Ekedal rasonry Rebar ST' 'rate 60 - roiit 2000 PSI LAB. RECEIVING B TESTING CONSTR. MAT-L. SAMPLES P.R.I. NSPN. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTE D . J O B P R O B L E M S , P R O G R E S S , R E M A R K S . E T C . INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUM B E R . T Y P E . & I D E N T . N O ' S . OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELD S M A D E . H . T . B O L T S T O R Q U E D ) C H E C K E D ; E T C . 2.1 Continuous Inspection f'irnished rl,iring the laying of ncrete block , j t'ollowin loctions. Plock laid on South wall to first floor level and on ast well of base-lent Room 111 laid up to first floor lcvel. 2.17 Block laid on North wJ..l o' haenent roon #111 to Z'ist floor level. "Test retaininr' 'rQ1 at South corner laid Ur to 2nd floor level. 2 at ret.ainincr wall laid to 2nd floor level. rcuted - outh wall • Pst and !'orth wil of Room #111 to First floor level. forth i.'pll routed in steps to 1' above First floor level. 2.19 Flock laid on North tl, step up to 2nd floor level. 5lock leid on panel on south wall at We't end to First floor level. a saw CEIyED FEB 2.q87 C i 04 F 1 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. 01 sIGNA.wfOF REGISTERED INSPECTOR Feb. 1., 1°Pl DATE OF RERT REGISTER NUMBER 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego, California 92111 Phone 2920660 INSPECTORS WEEKLY REPORT ~27,3 No. J FOR WEEK ENDING ON ........'eb .27 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF Q REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY 0 GLUE- LAM. FABRICATION 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 OTHER REINFORCED MASONRY PILE DRIVING JOB ADDRESS 275 Ocen Street, Carlsbad BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME The Peach "err-c rotc,l ARCHITECT John R. Lp.ndr'r Inc. CONSTR.MATL. ITYPE. GRADE. ETC.) Concrte Plod' 11150 DESIGN STRENGTH psi SOURCE OR MFGR. I Y'ndern ENGINEER Deardo' E Derdc!f DESCRIBE MAT-L- (MIX DESIGN. RE-BAR GRADE & MFGR. WELD-ROD, ETC.) "r,rtr T'mr "S" Colton Cement GENERAL CONTRACTOR Kmr Const Sorrento Sand - iehar ASTM Grade 60 CONTR. DOING REPORTED WORK Ekedip l asonry Grout 2000 psi. LAB. RECEI VING & TESTING CONSTR. MATL. SAMPLES . R.I. 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. NOS. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 2-23 CcntirP!ous irr:ecton ws uriisherl durin.r the le:,.rirc o concret 1-lock _____ in th l'•"n' ]octions. Concret' 1-Jock laid on £irt li't on w?.is nf t1ev tor s1-t. CrLcrtp block ±d rn second 1i't on -'].ls c' l,-.tor rn'te- 'loc1' v-.10 in t-' "ol)o.'ir.' ''c-tions. Et wall, second U't *ove first '1oor. First 1i't on .evrtcr s!-ft. Scuth wail, west end second 1i't 'rc,-, hsenont lcvel. 2-25 (cncrt' 11ock 1ir on-Third Jjt nn ievtor shaft and e?st w?] nc.rtb "r(:-, P'..evatr)r sh9ft. rcuted s econd 14-1 t on elevator she 't PrLd will northfro-1 eJeva or sr:: ft. 2-26 Block lid to tor o' w.11 on Elevator shft and well north 'ro- _____ J.ev tor &-'t. 1-ove res to to, o' well. I z IVD hz 13 191 W1Afl IVY 2/' 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. ~2a- SIGN/ATU,RZ'_0F EGISTERE INSPECTOR : OATEFREP4RT • REGISTER NUMBER PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292.0660 7895 corvoy court. sar cego. cascrnia 92111 A I INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB_ Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tobo Investments Kamar Construction CONTRACTOR ___________________________ Kamar Construction CLIENT ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad INSPECTOR Dale Reg] I PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: S. E. Retaining Walls 6 Dale Regli MIX NO. MADE BY PROPORTIONS 6.5 5K SLUMP ADMIXTURE DATE MADE 4-14-81 TYPE OF CEMENT DATE RECEIVED 4-16-81 CONC. SUPPLIER Escondido Ready/Mix SOURCE OF ROCK Escàndido TICKET NO. 293521 INSPECTOR SIGN Dale Regl I LABORATORY TEST DATA T1:&i:i 111 flAYS 1711AYc rAve SPECIMEN MARKINGS 36517 36518 J 36519 DATE TESTED 4-21-81 5-12-81 Hold AREA - SQ. IN. 9.00 ULTIMATE LOAD - LBS. 18400 UNIT STRESS - si 2045 SPECIFIED STRENGTH AT 28 DAYS - PSI met r III w DISTRIBUTION: mar Construction John P. Landry Deardorff and Deardorff City of Carlsbad, Buidl ing Inspect. Dept. APR 24 1981 CITY OF CARLSBAD Building Department - F PROFESSIONAL REGISTERED INSPECTIONS. INC PHONE 292-0660 R9 7B95 convoy court. san a:ego. cafornia 92111 ) INSPECTIONS • TESTING. ENGINEERING TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE OWNER CONTRACTOR Tobo Investments ' Kamar Construction Co. - ______________________ CLIENT Kamar Construction Co. _____________________________________________ ENGINEER 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: N.W. corner below lower MIX NO. 15 MADE BY Ed Mitchell PROPORTIONS 5 SK SLUMP - ADMIXTURE Pozz DATE MADE 5', 4-20-81 TYPE OF CEMENT ___________________________________ DATE RECEIVED 4-21-81- NC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK 294049 Ed Mitchell TICKETNO. ________________________________________ INSPECTOR SIGN __________________________ LABORATORY TEST DATA Arm vreTcn 7 nAV& flAYS 25 flAYS DAYS SPECIMEN MARKINGS 36603 36604 36605 DATE TESTED 4-27-81 5-18-81 Hold AREA — SQ. IN. 28.28 28.28 ULTIMATE LOAD - LEIS. 43000 66000 AA 9 UNIT STRESS - PSI 1520 2335 SPECIFIED STRENGTH 2000 AT 28 DAYS - si DISTRIBUTION: Kamar Construction (3) City of Carlsbad 1) &L114/ ENGINEER Moffit and Nichols hIi4i ENGINEER (1 \ PROFESSIONAL, REGISTERED INSPECTIONS. INC PHONE 292-0660 7895 convoy court. sn a ego. cas(orra 92111 INSPECTIONS • TESTLNG • 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 ________ Ed Mitchell 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- CONIC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK Ed Mitchell TICKET NO. _______________________________________ INSPECTOR SIGN LABORATORY TEST DATA A,!r vcevcn nAmc , nave nAVS 29 nave flAYS SPECIMEN MARKINGS 36642 36643 36644 DATE TESTED 4-2781 5-18-81 Hold AREA — SQ. IN. 9.00 9.00 ULTIMATE LOAD - LBS. 16500 26800 UNITSTRESS - PSI 1835 . 2980 SPECIFIED STRENGTH AT 28 DAYS - PSI 2000 - DISTRIBUTION: Kamar Construction (3) City of Carlsbad 1) \ PROFESSIONAL REGISTERED INSPECTIONS, INC PHONE 292.0660 7895 convoy ct sari øego. cauforna 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 oa_ Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE Kanar Construction Co. Kamar Construction Co. Moff it and Nichols CLIENT___________________________________________ ENGINEER _____________________________- ARCHITECT Moffit and Nichols, Eng. City of Carlsbad ______ BLDG. AUTH. ___________________ INSPECTOR Ed Mitchell PERMIT NO. _________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: N.W. corner below lower ]eve MIX NO. 6 with Pozz MADE BY Ed Mitchell PROPORTIONS 6.5 SK SLUMP, ADMIXTURE _____ Fozz DATE MADE 42081 TYPE OFCEMENT ______________________________ DATE RECEIVED 4:21_81 Escondido Ready Mix CONC. SUPPLIER _____________________________________ SOURCE OF ROCK 294036 Ed Mitchell TICKET NO. INSPECTOR SIGN LABORATORY TEST DATA ACE lESTEC DAYS 7 nays nays ,s nays nays SPECIMEN MARKINGS 36606 36607 36608 DATE TESTED 4-2781 5-18-81 Hold AREA — SO. IN. 9.00 9.00 ULTIMATE LOAD — LBS. 27600 41000 UNITSTRESS — PSI 3065 4i'I 4555 SPECIFIED STRENGTH AT2B DAYS —PSI 2000 DISTRIBUTION: Kamar Construction (3) City of Carlsbad 1) ENGINEER OWNER Tobo Investments CONTRACTOR N PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292-0660 7895 convoy court. sar cego. ca-uforna 92111 - INSPECTIONS • TESTING • ENGINEERING -- TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel =2795Oce ADDRESS Street, Carlsbad PHONE OWNER Tobo Investments CONTRACTOR Kamar Construction CLIENT. Kamar Construction ENGINEER Deardorff ARCHITECT John P. Landry BLDG. AUTIL Carlsbad INSPECTOR Ed Mitchell PERMIT NO. 80.253ApLAN FILE - FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st course East 6' Retaining tl I MIX NO. 1. 1/10.. 2 1/2 MADE BY Ed Mitchell PROPORTIONS ADMIXTURE TYPE OF CEMENT CONC. SUPPLIER SLUMP DATE MADE 4-9-81 DATE RECEIVD41381 n,. _____ SOURCE OF' ROCK TICKET NO. I INSPECTOR SIGN Ed Mitchell LABORATORY TEST DATA Afc YcTn nAVC 7 nAvc rAV O IAV SPECIMEN MARKINGS 1 36439 36440 36441 - DATETESTED 4-16-81 5-7-81 Hold AREA — SO.IN. 3.14 3.14 ULTIMATELOAD -LBS. 15700 20000 UNITSTRESS -PSI 5000 6370 SPECIFIED STRENGTH AT28DAYS -PSI 2000 DISTRIBUTION: Kama r Construction IR E C E II V E D John P. Landry Deardorff and Deardorff MAY 111981 City of Carlsbad, Buidling Inspect. Dept CgTy OF CARLSBAD Building Department — A"aZI ENGMNEER 7895 convoy Court. san øego. ca i?orna 92111 PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292-0660 '&Rg INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 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 floo Ed Mitchell MIX NO. MADE BY PROPORTIONS 5 SK-25 gals-JO sand SLUMP 4-2-8l ADMIXTURE ____________________________________ DATE MADE TYPE OF CEMENT DATE RECEIVED 42381 NC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Ed Mitchell LABORATORYTESTDATA anc T'TFn I flAV nAvit flAV Q flAV SPECIMENMARKINGS 36688 36689 36690 DATETESTED 429-81 5-20-81 Hold AREA -SO.IN. 9.00 9.00 ULTIMATELOAD -LBS. 34000 56000 UNITSTRESS -si 3780 6220 SPECIFIED STRENGTH AT28 DAYS -PSI 2000 DISTRIBUTION: Kamar Construction (3) City of Carlsbad - 1) R E C E I V E. MAY 26 1-981 CITY OF CARLSBAD Building Department o'4J' ENGINEER H PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convoy court. san dego. cafornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT I JOB NO. 2777 Beach Terrace.Rehabilitation ADDRESS 2775 Ocean Street, Carlsbad PHONE OWNER Tobo investments CONTRACTOR Kamar Construction Co. _________ CLIENT Kamar Construction Co. ENGINEER Moffit and Nichols Kamar ARCHITECT Moff it and Nichols, Eng. BLDG. AUTH. City of Carlsbad INSPECTOR H.M. Marshall, Jr. . PERMIT NO. _________ PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JO OR STRUCTURE: Pumping in void area under MIX NO. MADE BY H.M. Marshall., Jr. PROPORTIONS___________ SLUMP 7.5" ADMIXTURE DATE MADE 4-23-81 TYPE OF CEMENT DATE RECEIVED 4-24-81 CONC. SUPPLIER Escondido _RedyMi SOURCE OF ROCK TICKET NO, 294404 INSPECTOR SIGN H.M. Marshall, Jr. LABORATORY TEST DATA ftAwe 1 nAVQ nAvc R bAYS bAYS SPECIMEN MARKINGS 36721 36722 36723 DATE TESTED 4-30-81 5-21-81 Hold AREA — SQ. IN. 28.28 28.28 ULTIMATE LOAD - LBS. 30000 41000 UNITSTRESS — PSI 1060 1450 SPECIFIED STRENGTH 2000 AT 28 DAYS - si DISTRIBUTION: Kamar Construction (3) RECEIVED City of Carlsbad 1) -. MAY 271991 CITY OF CARLSBAD uitdIng Department ENGINEER P PROFESSIONAL:REGISTERED INSPECTIONS. INC. PHONE 292-0660 ' 7895 convoy court. San cego. ca'for-n'a 92111 V ~R I ) 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 ______________________________- . Moff it and Nichols ARCHITECT Moffit and Nichols, Eng. BLDG. AUTH. City of Carlsbad ____________________________ H.M. Marshall, Jr. INSPECTOR . PERMIT NO. __________ PLAN FILE FIELD LOCATION OF SPECIMEN Pumping in void areas under SAMPLE OF: Concrete IN JOB OR STRUCTURE: existing footings MIX NO. 15 MADE BY H.M. Marshall, Jr. 7" PROPORTIONS_________________________________________ ____________________________________SLUMP______________________________ I 4-24-81 ADMIXTURE ___________________________________ DATE MADE TYPE OF CEMENT CONC. SUPPLIER TICKET NO. Escondido Ready 294448 4-28-81 DATE RECEIVED SOURCE OF ROCK H.M. Marshall, Jr. INSPECTOR SIGN ORY TEST DATA - Arm fc1cr, nAVq 7 nAvft nAv4t Q nAV4t flAV SPECIMEN MARKINGS 36757 36758 36759 DATE TESTED 5-1 -81 5-22-81 Hold AREA — SQ. IN. 28.28 28.28 ULTIMATE LOAD - LBS. 35000 70000 UNIT STRESS - PS, 1235 2475 SPECIFIED STRENGTH AT 28 DAYS - PSI 2000 DISTRIBUTION: Kama r Construction (3) City of Carlsbad 1) RECEIV ED MAY 271981 CITY OF CARLSBAD - Building Department ENGINEER cHRI PROFESSIONAL GISTERED INSPECTIONS. INC. PHONE 292.0660 7895 convoy court. san dego. ca,,fornsa 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. 15 MADE BY Ed Mitchell 5 S 11. 5 _________________________ PROPORTIONS SLUMP ________ a t'ozz 4-21-81 ADMIXTURE _____ DATE MADE TYPE OF CEMENT DATE RECEIVED 11:22_81 CONC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO 44659 INSPECTOR SIGN Ed Mitchell RATORY TEST DAT Arm vccvcn nAvit ii flAV flAV Q nAVC flAYC SPECIMEN MARKINGS 36633 36634 36635 DATE TESTED 11-28-81 5-19-81 Hold AREA — SQ. IN. 28.28 28.28 ULTIMATE LOAD - LBS. 46500 68000 —11A--• UNITSTRESS — PSI 161+5 21+05 SPECIFIED STRENGTH 1 2000 AT 28 DAYS - PSI j______________ DISTRIBUTION: Kamar Construction (3) City of Carlsbad 1) RECEVED MAY 211991 CITY OF CARLSBAD Building Department iJ44/ ENGINEER PROFESSIONAL REGISTERED INSPECTIONS. INC. 7e95 convoy court. son dego. caifor'na 92111 INSPECTIONS • TESTING • ENGINEERING PHONE 2920660 TEST REPORT JOB NO. 2777 JOB Beach Terrace Rehabilitation ADDRESS 2775 Ocean Street, .Carlsbad PHONE Tobo Investments Kamar Construction Co. OWNER _________________________________________ CONTRACTOR __________________________ Kamar Construction Co. Moffit and Nichols CLIENT_____________________________________________ ENGINEER ______________________________- Moffit and Nichols, Eng. ARCHITECT BLDG. AUTH, City of Carlsbad INSPECTOR Ed Mitchell PERMIT NO. _________ PLAN FILE FIELD LOCATION OF SPECIMEN I SAMPLE OF: Concrete IN JOB OR STRUCTURE: West below lower floor MIX NO. 6 MADE BY Ed Mitchell PROPORTIONS 6.5 SK SLUMP 5" a ADMIXTURE DATE MADE 4-21-81 TYPE OF CEMENT_______ DATE RECEIVED 4:22_81 CONC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. 44656 INSPECTOR SIGN Ed Mitchell RATORY TEST DA El AnF TFTFfl flAYs navit 1Q flAYC flAVC SPECIMEN MARKINGS 36636 36637 36638 DATE TESTED 4-28-81 5-19-81 Hold AREA — SQ. IN. 28.28 28.28 ULTIMATE LOAD - LBS. 78000 111000 UNIT STRESS - PSI 2760 .3925 SPECIFIED STRENGTH I 2000 AT 28 DAYS - PSI DISTRIBUTION: Kamar Construction (3) RECEIVED City of Carlsbad -.1) MAY 11981 CITY OF CARLSBAD Building Department ENGINEER Pr PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292-0660 7895 convoy court. san øego. caifornsa 92111 VR I) INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2737 JOB Beach Terrace Motel ADDRESS 2795 Ocean Street, Carlsbad PHONE OWNER Tob.D Investments CONTRACTOR Kamar Construction Kamar CLIENT______________________________________________ Construction ENGINEER _______________________________- Deardorff ARCHITECT John P. Landry BLDG. AUTH. Carlsbad ____________________________ INSPECTOR Dale Regli PERMIT NO. 80.253A PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: S.E. Retaining Walls MADE BY Dale Regli SLUMP DATE MADE 4-14-81 DATE RECEIVED 4-16-81 SOURCE OF ROCK Escondido Dale Regli INSPECTOR SIGN MIX NO. PROPORTIONS 6.5 SK ADMIXTURE TYPE OF CEMENT CONIC. SUPPLIER EscondidoRea'tly 1ix TICKET NO, 293521 LABORATORY TEST DATA £V!C 4rcercn nAYS 1 DAYS DAYS 25 DAYS DAYS SPECIMEN MARKINGS 36517 36518 36519 DATE TESTED 4-21-81 5-12-81 Hold AREA — SQ. IN. 9.00 9.00 ULTIMATE LOAD — LBS. 18400 24000 _____ UNIT STRESS - PSI 2045 2665 SPECIFIED STRENGTH 2000 AT 28 DAYS — PSI flISTR I RUTION: . . .. REC E IVED I'Iua, IJlII.J U..LIJII John P. Landry MAY 14 1991 Deardorff and Deardorff City of Carlsbad, Buidling Inspect. Dept. CITY OF CARLSBAD Building Department /41J4/. ENGINEER N PROFESSIONAL REGISTERED INSPECTIONS. INC PHONE 292-0660 7895 CQ"vOy court. an .ego. caifornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 2777 Beach Terrace Rehabilitati ADDRESS 2775 Ocean Street, CIrlsbad E OWNER —r-auo Investments CONTRACTOR Kamar Construction Co. CLIENT Kamar Construction Co. ENGINEER Moffit and Nichols Kamar Moffit and Nichols, Eng. City of Carlsbad ARCHITECT _______________________________________ 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 foot I ngs MIX NO. MADE BY H.M. Marshall., Jr. PROPORTIONS____________ SLUMP 7.5" ADMIXTURE DATE MADE 4-23-81 TYPE OF CEMENT DATE RECEIVED 4-24-81 CONIC. SUPPLIER Escondido Ready Mix \' \' SOURCE OF ROCK TICKET NO. 294404 INSPECTOR SIGN H.M. Marshall, Jr. LABORATORY TEST DATA Ar--c ,revcr nAVC P nAVq flAYS R nAYS flAYS SPECIMEN MARKINGS 36721 36722 36723 DATE TESTED 4-30-81 5-21-81 6-22-81 AREA — SO. IN. 28.28 28.28 .28.28 ULTIMATE LOAD - LBS. 30000 41000 61000 UNIT STRESS — PSI 1060 . 1450 2155 SPECIFIED STRENGTH 1 .2000 AT 28 DAYS - PSI DISTRIBUTION: Kamar Construction (3) Ci ty of Carlsbad - 1) R E C E V E D JUN 24 1991 CITY OF CARLSBAD Building Department 2I 4/ ENGINEER INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance iith the current energy regulations, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS 2795 Ocean Street, Carlsbad, CA EXTERIOR WALLS Owens-Coming and Manufacturer Johns-Mansville Thickness/Type 34" Friction R-Value 11 #''TY YkTF' * Owens-Coming and Batts: Manufacturer Johns-Mansville Thickness/Type 6" Kraft R-Value 19 Blown: Manufacturer Thickness/Type R-Value_____ Wt./Bag Sq. Ft. Covered R-Value FLOORS Manufacturer Thickness/Type R-Value GENERAL CONTRACTOR LICENSE t BY TITLE DATE SCHMID ULATION ON ACT NC. LICENSE # 221517 C-2 BY TITLE President DATE INSULATION CERTIFICATION This is to certify that insulation -has been installed in conformance with the current energy regulations, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS 2795 Ocean Street, Carlsbad, CA - EXTERIOR WALLS Owens-Coming and Manufacturer Johns-Mansville Thickness/Type 3V Friction R-Value 11 CEILINGS Owens-Coming and Batts: Manufacturer Johns -Mansville Thickness/Type Blown: Manufacturer Thickness/Type Wt./Bag Sq. Ft. Covered______ FLOORS Manufacturer Thickness/Type 6" Kraft R-Value 19 R-Value R-Value Va lue GENERAL CONTRACTOR LICENSE # BY TITLE DATE SCHMID SULATIO 'C TR O , INC. LICENSE # 221517 C-2 BY TITLE President DATE etwie Mts.Hr & c I i - t'W tl' 10 f Sfl C&. eaow I. MP : __ 7*1W 2 6MP LeN vP M4 L 16LO, ION. 4TOMM € LINE: . SL0 Mir lb 7.4 r ----\ --_--1. ru - S1?5 Wf' PtMP It, COMP( 1UPtJTh6 John P Landry Inc. 2921 floo..v•I* street Carlsbad, California 92001 714729-6914 AICHITECTURI PLANNING Ii ••"• ______ 4( 4R -: -.•- - .• 7. * I • / I. / •1/ p , I / 4 1 4 / / V / A I I i I.., !7 - - - - -I 7 / a ( 7 - ( a-.. ( 38 __ Awe M. • - _i__ 50-~ d. so-zs-5 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (714) 560-1468 Plan Check No. 80-253 Beach Terrace Motel Fire Zone II Type III, 1 Hour Li. Stories Floor Area 111.250 sq. ft. April 16, 1980 The responsible architect or engineer should sign the plans. The responsible engineer should sign the structural plans and the structural calculation sheets. Provide energy calculations and sign the energy certifi- cation. Li... Provide materials specifications for the construction. Provide complete signed plans for plumbing, mechanical and electircal (see EC-213 and EC-2111 enclosed). Include on the plans all structural details developed in the structural calculations. Provide the presently missing data on the window, door and finish schedules. Provide verification that the soil engineer has approved the foundation plan per page 11 of soil report. Show details of how fire ratings will be achieved in all 1 and 2 hour members, walls, etc. Provide details of dry standpipes and wet standpipes and show hose cabinet locations on floor plans (Sec. 3803 and 3804.). Provide fire stops in attic. Provide truss details. Provide complete stairway and ramp details. (Non-combustible stairways are required). (Sec. 3305N). 14.. Provide guard rail details. Ct'k \ç -2- Clarify that exit courts on both sides of the building exit to public way and comply with Sec. 3310 Provide waterproofing details for retaining walls and slabs. Provide construction details and drainage details for roof and decks. Show the location and details of exit signs and arrows to avoid exit confusion to occupants. Provide smoke detectors. Show locations per Sec. 1310. Provide stairway exit enclosures per Sec. 3307. Show wall and floor finish of public toilet rooms on the 4th floor. Show details of the public toilet room to show compliance with Sec. 1711 (b) and (c). Show all glass subject to human impact, per Sec. 511.06, to be safety glazing. 211.. Show details of common (party) walls and floor ceiling/ assemblies to achieve a sound transmission rating of 50 decibels. * Show required attic ventilation (1/150 of attic area). Note on plan that the soils engineer is to verify Soil con- dition after foundation excavation and prior to foundation inspection per soil report. Note on plans that all holddown anchors will be wired in place at the time of foundation inspection. Provide fireplace details. Specify bottom of foundation elevations to verify bearing per the soils report. Provide details of dumbwaiter to show compliance with Sec. 1706 '. Provide a stairway to the 4th floor roof (Sec. 3305-0) or review with Director of Department. -3- Show type of exit doors and door hardware on 4th floor. Specify use of 4th floor assembly room. Two hour exterior wall shall comply with Sec. 2103 Parapets must also comply. - Wood bearing walls shall not support more than two floors and a roof (Sec. 2103-C). This is a partial check list based on the partial plan submitted. I will be pleased to provide a complete plan check when all details are included. If you have any questions please feel free to call me at 560-1468. It is not possible to complete the initial check until addit- ional information is available. Make all corrections on the original tracings and submit two new sets of plans and one copy of this list showing the page (s) and detail (s) where you have satisfied the above listed items. ELECTRICAL ITEMS 1. Two copies of a single line electrical diagram and load calculations must be submitted for approval prior to issuance of permits for electrical installations of more than 200 amperes (pumps excepted). All wiring shown on the diagram shall comply with the 1978 N.E.C. The diagram need not be drawn to scale. The following must be shown on the diagram: (i) Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses and conduits. Approximate length of service and feeders. Provide plot plan showing services, all panel loc- ations, circuit arrangement and load distribution on panel buses. Provide typical panel schedule(s). Branch circuits need not be shown. The installation must be in. accordance with the approved plans. Any changes or revisions must be approved by the City prior to installation. If the capacity of the proposed or existing electrical service entrance conductors is more ..than 200 amperes, indicate the location and capacity of the service equipment on the building plans. PLUMBING . 1. Before issuance of a permit the information noted below must be shown on two sets of plans. Submit a complete layout for the waste and vent system to the sewer connection including isometric riser diagram as well as floor plan layout. Submit a water piping plan including pipe sizing along with calculations, total distance, elevation, water pressure, etc. and include an isometric riser diagram as well as a floor plan layout. Submit a gas piping plan, including pipe sizing and B.T.U. loads, if applicable. Show locations of sewer connection, gas meter, and water meter on plot plan. Show how trap seal is to be maintained on floor drains (if applicable). Indicate .type of piping material to be used in layout. Show locations of backflow prevention devices for. irrigation and other non-potable water systems. Include complete details per U.P.C. Section 409 for sewage lift pump to be used. Show combustion air ducts and flue installation for the 100 gal. water heater if using gas. Show location(s) of spa and pool heater(s). -5- MECHANICAL 1. The following is needed: Provide a complete duct layout for the HVAC system(s) and include all fire dampers. Show the HVAC equipment schedule. Show a schedule of materials for the HVAC system(s). TITLE 24 - ENERGY REGULATIONS 1. Show calculations indicating compliance with the State Energy Conservation Law. State of CA License No. Date ESG IL CORPORATION IEC2O7I 9320 CHESAPEAKE DRIVE, SUITE 122 SAW DIEGO) CALIFORNIA 92123 RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO. 0-2.55 Effective July 1, 1978 every proposed residential building must be designed to comply with the State Residential Energy Conservation Law before a building permit can be issued. Section A or B of this form mist be completed for each residential building permit applied for. A. STANDARD DESIGN STATEMENT I have reviewed the plans being submitted for the proposed residential building at apti, ci2 (site) for 7tJ3f7 /NV7411, (owner) and the design - submitted substantially conforms to the following State Energy Conservation Standards mandãtd in Total window and skylight glazing does not exceed 20% of the gross floor area. Ceilings, walls, and floors comply with the prescribed amounts of insulation. Electric resistance space heating does not exceed 10% of the annual heat load. No electric service water heating proposed. P. No fossile fueled —swimming pool heaters. B. ALTERNATIVE DESIGN STATEMENT I have reviewed the plans and the required supporting calculations and data being submitted for the proposed residential building at (site) for __(owner), and the design submitted substantially conforms by the alternative design method to the State Energy Conservation Standards mandated in CAC Title 24, Sections T20-1401 through T2071414. Check all items submitted to document compliance by the alternative design method. Items I through 4 are required for alternative designs. affecting the building envelope. 17 Form 1 -, Project Date Summary Form 2 - Hourly and Annual Building Heat Loss Rate Form 3 - Heat Transfer Coefficient, Proposed Construction Assembly [Form 4 -j Alternative Design Summary fl Form S- Life Cycle Cost Analysis for HVAC Systems (Electric Resistance Heating) Form 6 - Life Cycle Cost Analysis for Service Water Heating - Statement for Swimming Pool Water Heating System Specify Additional Supporting Data Submitted Date Signature Licensed as State of CA License No. K TO FINAL 4tf -DATE FIRE PROTECTION PROTECTION EQUIP. ---------- EXITS LOCATION .- 7L7— p777 BUILDING DEPAP INTERDEPARTMENTAL INFORMATION SHEET RECEIVED NT DATE: MAR 141980 DING ADDRESS: c2 7 9s (p11, I, A,t 1 / - -- - - -a AhIft A M 'I PLANNING DEPARTMENT / ZONE 16'3 LOT SIZE .32-4C_LOT WIDTH /00 /4 UNITS ALLOWED ____UNITS PROVIDED ARKING SPACES REQUIRED PROVIDED____________________ % OVERAGE ALLOWED bO 'O PROVIDED /'7 7o 'BUILDING HEIGHT ALLOWED 3 PROVIDED Y9 c,• 4 I FRONT SETBACK: I , ALLOWED PROVIDED / 4- v.o! INTRUSIONS SIDESETBACK: 7'_ aL REARSETBACK: LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: :kA v Ise aoe Tvvjq4djoM /4A1 recQ'4/)'f7' Al3DITIONAL COMMENTS: /_/cy,4__/,,7L4P5 1,5Aok#4l - 0f TO ISSUE: TEJ TO FINAL ATE ENGINEERINGDEPARTMENT R.O.W. INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION O4tJJ2_._DRIVEWAY LOCATIONS GRADING PERMIT %gowm am -Sur G-j EASEMENTS DRAINAGE SHOW LEGAL DESCRIPTION___________________________________ ADDI11NAL COMMENTS -23S•O3 OK TO ISSUE: S:_ , FIREDEPARTMENT SPRINKLING SYSTEM - FIRE ALARMS YIRE HYDRANTS - ADDITIONAL COMMENTS OK TO ISSUE OK TO FINAL WATERDEPARTMENT tEQUIRENENTS OF APPROPRIATE DISTRICTS MET DATE 'I n rSiAN EARDORFF LSHEET MRIS ______OF SCALE 566•7210 . I TED BY DATE BUSINESS PARK AVENUE 0IEGO.CA 92131 BY DATE L .t1- .................................UT ....L (oiif & i-i. t-/t..4 4hi3 UOA lt u L I 1 - LLL4J.................... LL....L........... J.... ((/ J.w & A I L ...... ................... ._i_+_r.. .---:-:-. .... Jt.L.( 4or...... - .t............................J......... ,1 ... ......... ........... ._.i....14.L..............L............................................ /ti67; &% c. 7r 12% 4- kiL Zio I (bEARD ~FFVo (714)566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 -. JOB SHEET NO • OF ______________ SCALE CALCULATED BY ___________________________________ DATE CHECKED BY ________________________________ DATE .-.. ________ -, 1DEARD I IMMM (4 9903 BUSINESS PARK AVENUE 114)566-7210 SAN DIEGO. CA 92131 JOB SHEET NO -OF ______________ SCALE • CALCULATED BY DATE LCHECKED BY DATE tEI6 YINiO4flV3 09.10 NYS PROS 43 MOH!M O86 JAW- .i PUB r - aivo Afi i 31Y0 - AG O3V1fl1y OIU99 (PTL) / - : 7 ly--7 0,27'-T- Bar all g', ~IIV NO • : - - 1DEARDORFF L J 1i 1I Q)3 I -. (714)566-7210 9903 BUSINESS PARK AVENUE SANOIEGO.CA 92131 JOB SHEET NO _____________ OF ________________ SCALE CALCULATED BY - DATE CHECKED BY s re DEARD mitTOD çEET NO OF ALE A:j [SAN ?l4)s6672lo It CALCULATED BY - DATE 9903 BuSINESS PARKAVENUE IOIEC.O.CA 92131 %CHECKEO aY DATE - - t - F IDA1WU L '- 4f-- SHEET NO OF SCALE__________ L7,4,566.7210 CULATED DATE - 9903 BUSINESS PARK AVENUE CKEO BY DATE SANDIEGO. CA 92131 ____________________________________ Joe SHEIT NO OF SCALE (71) 566.7210 J ::::: M ijljjJ._H4H_L fHtPH_I LHJL I 11 1 1 I I all I 3 -zL/1.J.J..... I I/iiSbOI.Z€ L I•ltJIIJIIIIIlIiitIiiiIiiI!IIiI DEAPDORf And DEOORFF 9820 Wiilow Creek Road SAN DIEGO. CAUFORNIA 92131 I - - J[CHECKED SHEETNO OF _SCALE WA'm 1 JOB f) MUTMUM QUO 11 LCULATED BY (714)566-7210 DATE9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 BY DATE - - .. .. . ..F-... •s. •.• ...-..-i. .•'. . . . .. . ... - 4 vl KNIq Ohl EARD9I' L (7141566-7210 S 9903 BUSINESS PARK AVENUE AN DIEGO, CA 92131 J JOB ( SHEET NO -OF SCALE CALCULATED BY DATE CHECKED BY DATE I - ...Li. .... ..J . -..... .... .... . ........ .-.-........ ...... ....-—...,........ -r'— -. ii ii.-':'ixci x.': .i'r .i:ri iii ii i i.it i ....................... ,,,.'., .... .. i_'_ .--..— -.......-..•..-.----- .........-...--....-.-.-,-.".......... . ...... ... .............................. .... --...--.... -- 4L all ...........•F' ...--................"........-•-.................. ....... ............... • tIl -111111.I Ill . -' --- ........ : I') Ii!IIL I I I I (I I II I I - -. I .. .- - - ....... - - I, - - i Aa~- -I) - - - - I I I I I I - i IL ..: - I - II 1 I I I® I .I..L.J........I.....1.........,L,,..J......I .. ...... ........................................................- ..... I : - - - FL'OR MIPJ . I j - : - _4... .... 1 M _______ rI IDEARDORFF Li 1B_bEE / 7i IZ 76 /9 Z SHEET NO ___________ OF SCALE 7I4)566.7210 CALCULATED BY .1. DATE I, (.........L. I II I 1 I 5Tg, £.LPE... i...... 42 .[ ...... ......................... .. ....... ........ ........ . i ........... Ic_ :. - -.... . .. ....... L......... A... 4 o.!.. . -- - _ I.............- ..... j S d:LJi1.. O I -i9 ( — I I I DEMMOIRFF (714) 566-7210 All SO3 BUSINESS PARK AVENUE ED[ AN DIEGO. CA 92131 JOB SHEET NO ____________ OF SCALE ____________________________ CALCULATED BY DATE CHECKED BY _________________________-- nAYP r U3 U SANEARD BUSINESS PARK AVENUE -] )566.7210. DIEGO.CA 92131 -JOB _F4t1 A4C 79,gç SHEET NO 8 OF _______________ SCALE CALCULATED BY4' - DATE CHECKED BY I DATE BY DATE JOB Jd1C_AI fC-' ñL.i SHEET NO .c.'1 OF _______________ SCALE CALCULATED BY _ DATE 7 97t9 01 -- ................... ...................... ......................... -' - . 4....................J7.! .. 1.. :.A.................... r i1e /e (Mr) . ''- r4 - - "tx /2#.. - I 4#O I Z & q ----- --i --J LI 57 qi.. -'7 1_iG1 ç) - (7Y'f) e p f, lççç / C .77(1 7J a— P4/'7/#& - / (/va7w) 34d4 - i - ___ . ....I........................................................................................................................- .- -7_u 46_- - £ = G*/ %/70 NoT'h/ /4!'.E. ....... .... .-,........ I................................ .. ....... ....... ......... ......... - ...- dim 7Md [ I SAN DEARDOKFF&°,SHEET NO 0F SCALE e (714)565•7210 CALCULATED BY DATE 99O3BUSII1ESSPARKAVENUE OIECO.CA 92131 CHECKED BY . DATE ........ _ 1~71 '4 -'-I --f - ' ; :r E :'&. 3 4 /7 /ZZ - -L?r• / 11I 'I Cal /2/7 4o l - - -. r < E'I(2 r </? / '1 H'.10 /Sqf Jpp)/274i4 ,e °j,çc.Aiizrn W4L - p Z2/*' /?7S /jv,'7 - - 9- iz'- '' ----f - -/' I /t - /2Z4 (j #20 ç -- o lleff tçq -: - - - . #2-e/?.._. - 'f — - I I - - - - ...... .............. .............. .... ... ........... ....... ... . ........ .... ......... ......... .. ......... ....... .......... ................ ...... ........ .. .... .. .......... ......... ........... .. ......... .. ..... .... ........... ......... ...... ............... I I MIDEARD RFFt MUTT, al 1714)566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 JOB J/1L_ f #N 47 SHEET NO ____________ OF _______________ SCALE CALCULATED BY ,4/: ,'-.. DATE BY DATE LACN JI[D -[CHECKED SHEETNO —OF ___________SCALE 714) 566-7210 CALCULATED BY'A1. DATE BY . DATE . ..... ... . .. .. MW DEARDORFF and DEAROORFF 9820 Willow Creek Road SAN DIEGO. CAUFORNIA 92131 rT74., DORFF &1 )ITIMM @01 WI 566-7210 BuSINESS PARK AVENUE DIEGO. CA 92131 r JOB 3~21 - & - r SHEET NO /1 OF SCALE CALCULATED BY ' DATE L4 CHECKED BY DATE ... ....... ... ........... -..-.... ........... ............. ...... "-... ......... .- .. .............. I. ......... .... ....... .......... .......... ....--.. ..-. "........ .- .--... .-- ...... .-...-.., . -.----i ...-.--.. ..... ...-..- ..... i ................................................................................................................................................ ..... ... .. xi x:x 1I.x............................ ii jr. i ii.xxxix i xi i xi I I ' - V.. .... . ... ...... ., I I I I ii xI i"iiixi: I III I I I I 1 H )I 1cJ/- 57 31 /3ç9' I I ..4 ... i............. i ................ I. ............... .... ..... ... ..... -. L ...... -..... . ..- ..... .. I....L..............L....4.........................L4._L. L I I I: I I 1 3. JL H[L. : 4x L I d. J3..'2 2 ..- J _ I I It l ........L...................................................i j,..i. ........I............I...............................................................................I.................J................ 3I -I 41/ 2 I 1 - _i..L.L ..... .t ..J......i.................LJ....................................Li r I j 1 r I I I I I I I •••I ....-i -- -•-: ......••. .•..••...._.... . I I ( I I j I I - 4-7 r . . . ;. . I. I I I . I I . I I I I - I I - r SHE 03 01 ET NO OF DE Iv _______SCALE (714_566.7210 BY \ %CHECKED BY DATE I I . . .. : - I - - I I ..; II i: i r-r! -. .-.- I I I I J I i I I 1 - I I.... ö-__.$--L r I :1 - I H -. -. F I - L .. F- F r r - - - - I I 1 I I -i I I I ... - - - - -- - - - - - Iii1 II - -. -.. - - I - I • ¶1 i - - -.-- __* .- - I I I I 1qp 1 1 I LiEIT -r J)dr1 iiLiliiiliiiiiliIitiii -i-j- :_1L 1 I I I I I I I ----r----r ---r------ ---r- ----4 - 1-"r - ----r -- .- I• . .......1 -. -- r. - I -- _•• _ __•••4 . - Il I I -1 -i -i--- -- I I i L 1 .1 1 I •••-•-I---i•• . --1 I" ii ili IL I Iii! 11 II II I I. DEARDORFF and DEARDORFF 9820 Willow Creek Road . SAN DIEGO. CAUFORNIA 92131 n,.__ [DEARD%FF& MUM (714)566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 JOB AU 7&tL4fj SHEET NO __13 OF _____________ SCALE CALCULATED BY _________________________________ DATE CHECKED BY ____________________________________ DATE it I .............!-..-..&c_-.L.... 07 .L. . r f :r 1 iJCr. : I IIIiIIiTh - H r.i I -- -i - i I ' H-I I H- I -i 1-i- I (3 1 2r i •- -- ). F ii, t , ' ' r, I , - 1] .f - - I ..................1........ ....... t iM H — III lii '' I Iji .......1 —r—— - I_ I '4' 1 ' - ut JJ hlh r !r.J _ - I 010 I ctrt:i I I .._VVV J...P!—F—...........:........................ ........... ...... ..-..- .--...---3.-.-........... I ( I —f.. 4 1- ..I_••_ I __I__.___j___ __- - •____ I I -.1 . I I - I - I :H Cal O!2_c I I T' :T+T4:r::i 1i 1 ....L - I-----. I I 4....................... I I I I j I I I I I - I I - I - i I _ _ I I I I I 1DEARDOR L9903 BUSINESS PARK AVENUE ( 114) 566•7210 SAN DIEGO. CA 92131 JOB SHEET NO OF ______________ SCALE CALCULATED BY..LJ_-_- DATE CHECKED BY DATE .... ji 4... 4'4ip _L ......_.... ............ .............L.L..... ....... .... ....... . .... I ..... ................................. ......... ..... ..4..k .. . ..44...& .....i/4.4...;_......... ...1....1..... ... ....... -i f I AM I 4i,c: 1 I.._,I.......1.......!:.....I.........!..................i.......i........,.......1..........!..........i ..i. .I ILI!ITTYLLL' LLLLd I I I I 1H ILLL J'24Lz ..... .. '1 L....I.......j I 11- - __ --- H I I . I ..... f.m. !i ... : j IIII (') IH JLiJ.4.2i;. I.. .......... I.. .......... I............I....J1......L....I.........................1.. ........... I ----H-I I . . . ...... ..... t I F I I -: .. I 64 It r I 1_:r . ........................................................................... . ....L..........................].......!.... III1I1 • - .: ...L I I I 1 I I l I I 1 I I I I I -' - JOB SHEET NO OF SCALE 190 )l WITM9 CL • L!J (7t4)5667210 CALCULATED BY-11 .- DATE 99O3 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 I.çECKED BY DATE .-..., L. . ................................................. . _d 30 ir. .... ._.L........ .. . ... J.J •.......... .... ..... - ........-.......... -.• - ..._... ii _] i Ii Alp 41 j I 1IiITIL±HJ_ILL : JI 44 i- .j : LI! L 44 'T : L I 14I'1 : 4 : 4:is i - 1 4 I - 3V ': s- : :Le4 ic . : I_ . - b....... .... ......... ......... ..................... ..... I ............. J .......... I ........ H. ........ H. .... .. ...... ... ... I III Iii I I I I I I I Ii .i_J_•i..i•...J •.J.............................L.........................4.....L......... .......... .i .................................... ...... ........ ...... ........................._..i...1 I I - r - I - - - jI -Ti V : H___ ......... H RFF&JOB SMEE OF r 1 TNo , SCALE )566-7210 I CALCULATED B'?' DATE FA BUSINESSPARKAVENUE DIEGO. CA 92131 CHECKED BY- DATE - I • . i -... ............... .L....... ... . . .......................... - •. .I................j....... ... .......I................J (7) ell 7/i4O -- - - -- _.4 .... II IsI.I•I I:I 1 I...... I XIII 11111 -....1 i:IIIIIJI.II ill III 1111111 ...••i..... ............. .. lit ....... ............-..- .......--.-. ........................•........ .....!: - ........ .......... i1.............i,....j...1 jj.mi jak-IJ I 1 17H I LH Z 7 7 I ..._....__.,i_........!.__.....t._!.. -. I I I. I J t.... I I I - -I --.. l(J4I) .- ; )1- - - I :1 L : - - •_•I •_•j_ •_ •-.i..- I •.. I •- ._t I_•_ I II __= Q: -. I : - - - - - - I I I H 1 111 [ I I I i Ii I,L:Ii Lj1 ; I 4rn/?/7(7 I : I I I .71 I - 3J57 -• ..................... - i I I : - Jr - - I __•___•___•__• . I ___ . ......... . rT EARDQRFF B A SHEET NO - I OF SCALE 560 I [CHECKED CALCULATED BY DATE BUSINESS P 6 2 ARK AVENUEDIEGO.CA 92131 BY DATE [BI DEARD RFI' mWbu o (714)566-7210 9903 BUSINESS PARK AVENUE n SANDIEGO.CA 92131 os SJP LI! Al SHEET NO ___________OF SCALE CALCULATED BY'1 A DATE CHECKED BY ________________________________ DATE dim 1DEARDORFF8' JOB R&(d TS ZIZ4 Wou al SHEET NO OF SCALE___________ 7I4) 566-1210 CALCULATED BY • . DATE 9903BUSINESSPARKAVENUE ---..-- L .J.nz do !4&.. ........ 1 1116, Iliti: - ............. ..................... 4 25~ff:4f, ii ______ ........... ............. .........b ........ L4- ....... 5 41 -,. ................................ -....-....•__i ........ .. .................................. . o..........-ctç..............................Loj................. - -- - I I I .._.._.4,..__._4.._...._.....__._,_-. ._.__•,_._._.•.......................... .... ... .... ....... .......................-....••.__.. .....•_._.' ............_. I I 1 -. I I ......!.!..T... ....... ... .......... ...._.•.,._...... . . .--..-....---..--.... ...............-.-........._...,................ I I I. t _ I I .......L..._. ..... I.................................................j.........................................................i e_A (DEARDORFFL1 IX0 7I4)5667210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 :.e'Jr .......... . I nJffrir mc I....I..........f.............L........J.. ......... I.. ........ ... ......... 1 ........... ... .............. _.1 .....1........................ ±iL!46 I: h i .1.....I.....J,........ ....... ....I I E' =34o. :i I 4'FLL-..... [DIE JOB U;g O F CA 14 M W SHEET NO ®L1 :, SCALE (714)566.7210 CALCULATED - DATE 9903 BUSINESS PARK AVENUE I SAN DIEGO. CA 92131 %.CHECKEO DATE - - - - - - - T - ......rxix ;4)>L43/ 2,4Z I ........ .. ............................... ............. .... _•I_ - Li [ I I I I I 1.3 r I I I Uh'LLL. -S ...(4i FL)1 I I L Li ••ILL I II - I I I ii iØ 1- ...............i•r•...................................................... ........... . I _ 7 • II T2 1-zP I I I I I I I, II I I I LJ L1 (4-' -. -—;... . ...... I... ....... L.................... . JE I I I ILI I I I I I I I [ I 3 1 3 I I I I I - - I I I I I I i I l I - I I - - -.--- I -. I Ato 4: .1......--..J..-.................. ................................................................................................................ I.................................... - .I- ......... ...-•t-•.... :1 ' I - - I I I I I I I I I - I - - I J . C mh - -r - . ........... ... . ........... . ..... . . ........... .... . ........ .............. ....... . ..... ...... . ..... ........ .. . .............. uai 1DEARDORFF&1 m j (714)566.7210 ,--, A. AQk (714) 566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 ow joe AL TA SHEET NO ____________ OF ______________ SCALE CALCULATED BY Lt ..C... DATE CHECKED BY ____________________________________ DATE ...L........................ . .. ........ ........ ..........-............... .. ..................... . S ....... ...... ..... -..-.- _ ........... ....-,- _- ........... . ............. . ...... .......... -. ...... ................ .. .. ..., . -.--..... ......... - : LA IJIL )=: ±:i:u:114: I .J I - I _L. - - I I I -- , ( ' L.J.o .. ,E.....k.................. . ............ ...................................... ................................................... I I I I I I ---;--:--- ( — - ± ir- I - l—------ I I I I 1 I I ..--..1.--.-.... -i-' LL1ç I I .- i .- _..j .-. ... 1. !---I-- - ----- I I I - I - I- JIG ti.4o iI - *..6S !....7l .... ..J.........I............................................. r t j I : I 1 - I - -- 1111111 1... IV 'I II j I I I .... H : . .... .2.. .......................- ..- IS M[ 1DEARDORFF CHECKED cE-kE I SHEET NO OF SCALE________ (714)565-1210 CALCULATED BY 44 _4_ DATE 1.9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 BY DATE J&tJ U4LLS - - T - _EL: :l: :i:f - c244 I I ii;.iI.I I I.III III.•I1111.1:1::.I..-- I -:I I.-. 4. - L--$4 . .... J....I.....L.....L.a.......i...L..................I VL!j'Lr .........- L -: 4z --....- - . FEL ,j.. ..................................................L.50. ........ 44........L.../t4 .................L......o ......... OU - --.-.--.---- - I I. I I -. _.. -1L..-j" -- '5 c.4 q ... l i , I I I I I I I I I .......................................................................... ... I I , E 4 jL1'jS I i r I 1 1 1 I i I I I ) I I I : TiL .1111 :I....i....!,.....,L......I......J ... ..L!...L.................1 ......... I......i....................1 .......... J........... I : ' I I -. -. r--. ,- Ir I I I 1 ' - I! I I I I LI'YTh 1 1H -- ... ..._ .. .........1__ I .I.._. - I II I !' I II - I I I1 I I I 1DEARDRFF (11 714)566.7210 L ( 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 j JOB r)-A1r..4 r. SHEET NO -OF ________________ SCALE CALCULATEDSY ___________________________ DATE CHECKED BY DATE A ____110 • •• IDEARDORFF L WI- (114) 566•72I0 9903 BUSINESS PARK AVENUE SANDIEGO.CA 92131 -.--.-.-----....----- - JOB I-AL1 SHEET NO -OF ________________ SCALE CALCULATED BY DATE CHECKED BY DATE EARDORFFL OB MIT all _ SHEET NO __________OF SCALE I (714)568-7210 CALCULATED BY 44 DATE g903 BUSINESS PARK AVENUE SAN DIEGO CA 92131 CHECKED BY DATE 5 OIDEARDORFF [ (714)566-7210 9903 BUSINESS PARK AVENUE j SAN DIEGO, CA 92131 00 JOB B. SHEET NO -OF SCALE CALCULATED BY 4. DATE CHECKED BY ____________________________________ DATE Ell 9-1 911i ORFF joe BI tI4c SHEET NO ___________OF SCALE [S!ANDIESGO. 4)566•7210 CALCULATED BY DATE3 BUINESS PARK AVENUECA 92131 CHECKED BY DATE I ç4i4Jç LA&LI TTTTET TT ......... .......sh I..L. •.•••••••• ....LVj I I I iIILciIIII 111111..I I 1111111 I I1f TT! 7 71 .... - . ..................... ............ .......................... .......... ..... ...... . ........ .... .... . ...... .............. 4t -- - .- -. ...--- ..- ,---....-..-.....- ,-. .... . ........... - ... ,.... ... ..... .............. -..., -..... - —I..-.-- . ---—:—— I I I I I I!IIJIIILI '. '1 !I 1Ii I I I I I j I I I j I I I . jTITf : - -- -- IL_]......J_LJ.....J._....,........jj .._j........J..JJ....:• ..... .... ... ....... .......... LH!__L LLLHLL : J I I I -f -----1--t----i----.---t --t---h----j...-....I................................t--........................ I I I I I I II I I I I - I - .I....L ......... ....... ...... .............I............L............... .........- .J._ I F I I I I - - I i - I ( j j 1 1 - - I I I I • I . _f_ .._ .......... I I - I I i I I : I I !_. •_' I-. j I I — I I l I I I I I I I I I — r -. — .. ... — — — — I I I I I I — r I — - I I I I — I 1• — --i ' I -- -- — I — I —f I I IE a Ii I I — —— — I — I I I I I I I _ - I I I — — I — -- ..-,_—.r_...•__I iI I. I I I I I II 1 I I I 'i I ------- ----- 1_I.___i_ IH JOB JA1N I/LIIL SHEET NO -OF SCALE CALCULATED I. DATE CHECKED BY DATE 1DEARDOdFF&1 Ii , (7I4 566•7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 Llllj~~ DEAA DRnFF M)AIVM 11 566•7210 am[9903 BU!NESS PARK AVENUE i SAN DIEGO. CA 92131 JOB LJAr4 I AC. SHEET NO -OF ________________ SCALE CALCULATED SYd - . DATE CHECKED BY - DATE 1DEARDORFFt 9 1I cQ3 gJ (7I4)566-7210 9903 BUSINESS PARK AVENUE - SAN DIEGO. CA 92131 joe Li ci.j SHEET NO -OF SCALE CALCULATED BY F DATE CHECKED BY DATE ______ • _________ !MULTISTORY FRAME ANALYSIS BEACH TERRACE jç 77/eS c,.J ra 4m cu aorp LVL \ LINE ROOF ' 37 1 2 4 2? - I 3 @. 18 FtJN H H co BAY SPACINGS* - SUPPORT LEVEL ELEVATIONS FEIN 0 MEMBER PROPERTIES ARE IN INCH- UNITS FRAME DIMENSIONS ARE IN FEET MODULUS OF ELASTICITY = 29000 HEIGHT 10 MOM. OF INERTIA: 1=209 STIFFNESS TERMS: TOP 16836.11 BOTTOM 16836.11 COLUMN TYPE B HEIGHT = 9 MOM . OF INERTIA: I209 STIFFNESS TERMS: TOP 18706.79 BOTTOM 18706.79 COLUMN TYPE C * HEIGHT = 9 MOM. OF INERTIP' 1=209 BOTTOM HINGED STIFFNESS TERMS: TOP 14030.09 BOTTOM 0.00 COLUMN IDENTIFICATION COLUMN TYPE 1 A 2..R 3 B 4 B 5 B 6 B 7 . C 8 C. . BEACH TERRACE BEAM TYPE 1 LENGTH = 18 LOADS: UNIFORM DL LL. Xi X2 .216 .162 . 0 Is MOM. OF INERTIA: 1=118 FIXED-END MOMENTS: LEFT RIGHT DL -5.83 -5.83 LL -4.37 -4.37 BEAM. TYPE 2 LENGTH = 18 LOADS: UNIFORM . . DL LL XI X9 .608 1.9 81 18 MOM.. OF INERTIA: 1=204 FIXED-END MOMENTS: LEFT RIGHT DL -16.42 -16.42 LL -51.30 -51.30 BERM TYPE 3 LENGTH = 18 LOADS: . . UNIFORM . DL LL XI X2 .608 .57 0 18 MOM. OF INERTIA. I = 310 FIXED-END MOMENTS: LEFT RIGHT DL -16.42 -16.42 LL -15.:39 -15.39 BEAM TYPE 4 LENGTH = 18 LOADS: UNIFORM' DL LL Xl X2 .608 .57 0 18 MOM. OF INERTIA: I = 659 FIXED-END MOMENTS: LEFT RIGHT DL -16.42 -16.42 LL -13.39 -15.39 BEAM IDENTIFICAT ION BEAM • TYPE 1-2 1 3-4 2 - 7-8 4 LOAD CASE 1 --- DEAD LOAD ADDITIONAL JOI NT MOMENTS LOAD CASE 2 --- PATTERN LIVE LOAD (SPANS IDENTIFIED BY '1' LOADED) LOADING PATTERN 1--- 2 1 3--- 4 0 5--- 6 1. 8 U LOAD CASE 3 --- PATTERN LIVE LOAD (SPANS IDENTIFIED BY '0' LOADED) LOAD CASE 4 --- SEISMIC LEVEL • LOAD ROOF • 9.16 4 5.1 Ta :3 3. 2 1.49 LOAD CASE 1 ---ADDITIONAL COLUMN LOADS JOINT 2 : LORD = 2.8 JOINT 3 : LOAD = 2.7 JOINT 5 : LOAD = 2.7 JOINT 7 : LORD = 2.7 LORD CASE 2 ---ADDITIONAL COLUMN LORDS JOINT 2 : LOAD = 2.8 JOINT 5 : LOAD = 3.4 LORD CASE 3 ---ADDITIONAL COLUMN LOADS JOINT 3 : LORD = 8.5 JOINT 7. : LOAD = 3.4 LOAD COMBINATION 1 =1X CASE 1 +1XCASE2 LOAD COMBINATION 2 = 1 X CASE 1 + 1 X CASE 3 LOAD COMBINATION 3 = 1 X CASE 1 + 1 X CASE 2 + 1 X CASE 3 LOAD COMBINATION 4 =.75X CASE I + .7SX CASE 4 LOAD COMBINATION 5 = .75XCASE 1 + .?SX CASE 2 + .75< CASE :3 + .75 CASE 4 LEVEL DISPLACEMENTS (+ = -->) INCHES COMBINATION-- 1 2 3 4 5 LOCATION ROOF -.00000 -.08000 -.00800 1.87758 1.87758 4 -.0000 -.80000 -.80000 1.48463 1•45463 3 -.08000 -.00000 -.001300 1.18266 1.18266 2 -.00008 -.08800 -.80000 .73242 .73242 BEACH TERRACE COLUMN MOMENTS(M) AND LOADS(P) (+ = CW) COMBINATION .1 2 . .. 3 4 . LOCATION . 1 M 9.01 7.13 10.74 -14.86 -10.86 MC 1). -9.01 -7.13 MC 2) -9.01 -7.13 M(BM) 6.30 1.62 V( 1) 3.40 1.94 Y( 2) -3.40 -1.94 TYPE 2 MC 3) -15.66 MC 4) -15.66 M(EM) 8.97 -42.2-1 .V( 3) 5.47 22.57 ( 4) -5 .47 TYPE :3 MC 5::i -27.40 MC 6) -27.40 M(BM) 20.31 V( 5) 10.613 Y( 6) -10.60 -10.74 -10.74 4.57 3.40. -3.40 -60.06 -60.06 41.51 22.57 -22.57 -30.20 --30.20 17.51 113.613 -10.60 27.14 -6.69 -49.58 -83.41 35.96 -.16 12.6? -8.37 -21.19 42.15 :313.57 -64.28 ..•• -75.87 32.92 04 2.04 -10.02 -13.56 ...-.•• . . •, -59.36 -59.36 -22.5? 7.07 5.47 -17.55 -17.55 -5.4? 14.86 113.86 -22.9? -26.9? 11.22 -.64 .45 -3.56 -4.65 • . . .. ..;:.. . . 26.54 :.38 4.47 4.40 -.64 1.20 33.53 -16.76 2.22 20.02 -19.60 -10.19 13.57 1.22 :3.82 :3 M 26.6? P 3.413 2.94 TYPE--A HEIGHT---- 10 3 ri 9.135 32.70 5 P1 13.44 14.05 P. 11.57 12.12 TYPE--B HEIGHT---- 9 5 P1 13.95 3.513 7 P1 10.07 11.60 28.28 21.29 TYPE--B HEIGHT---- 9 .7 N 3.09 9.85 S N 0.00 0.00 P 36.45 30.46 TYPE--C HEIGHT---- 2 N -9.01 -7.1:3 4 N -6.60 -26.67 P i9.00 5.74 TYPE--A HEIGHT---- 113 4 N -9.135 -32.70 6 M . -13.44 -14.05 P . 14.47 12.22 TYPE--B HEIGHT---- 9 6 N -13.95 -3.513 8 M -10.07 -11.613 P 25.08 18.69 TYPE--B HEIGHT---- 9 3 r•i -3.09 -9.85 S N . 0.00 0.00 P 30.55 25.16 TYPE--C HEIGHT---- 9 10.18 -22.56 13.85 -25.72 31.28 1.44 8.76 -61.49 0.80 0.00 40.45 -3.12 -10.74 -22.97 -26.97 -26.54 -20.49 -35.34 113.00 5.66 9.60 -33.53 -29.09 -48.07 -20.02 -30.81 -40.22 16.47 14.03 18.72 -10.18 -33.47 -35.65 -13.85 -37.46. -41.97 28.138 24.04 33.33 -8.76 -67.77 -71.213 0.00 0.00 0.00 34.55 38.84 48.88 -20.38 -21.20 11.18 -58.06 0.00 7.3? BEAM MOMENTS AND SHEARS TYPE 1 TYPE 4 M( 7) -13.16 - -21.45 .-22..60. 87.21 79.27 M( 8) .. -12.16 -21.45 -22.60 -105.23 -113.17 M(BM) : 11.46 26.26 25.11 V( 7.) 5.47 10.60 10.60 -6.59 -2.74 V(8) -5.47 -10.60 -10.60 -14.80 -18.64 : ROOF 1 .1• 1 I 1 I 1 I 1 .1 3 . 1 + 1 + 1 . + 1 •, H + I + 2 I . . I ... i. F . i... 1 I E...+ 1 . . I - FDN I. .1. 1. 1 .1. H .1. 1. .1. COMB.1 COMB.2 COME.3 COMB.4 COMB.5 LEVEL LJISPLRCMEt1TS I STEEL COLUMN CHECK 1 1-3 BEACH TERRACE COLUMN BELOW JOINT 1 LENGTH.: L(FT.) = 10 X-AXIS V-AXIS FACTOR (K) = 1.95 .8 EFF.KL(FT) = 19.5 . LOAD COMB. AXIAL LOAD (K) MOMENT (FT-K) .1 3.4 9.01 TOP 6.6 BUT. X AXIS 0 TOP 0 BOT. V AXIS 2 2.94 7.13 TOP 26.67 BOT. X AXIS 0 TOP U BOT. V AXIS :3 4.4 10.74 TOP 26.54 BOT. X AXIS U TOP U BOT. V AXIS 4 -.64 -14.86 TOP -10.38 BUT. X AXIS 8 TOP U BUT. V AXIS 5 1.2 -10.86 TOP 4.47 BUT; X AXIS 0 TOP 0 BUT. V AXIS STEEL YIELD (1<SI) = 36 CHECK W10X33 . EQUATION 1.6-2= 0.405 LORD COMBINATION 3 GOVERNS N I STEEL COLUMN CHECK' BEACH'TERRACE 1- BEACH TRRACE COLUMN BEL4JOINT 1 LENGTH: L(FT')\.= 10 AXIS FACTOR (K) = 95 EFF.KL(FT) = 19. LOAD COMB. AXIAL LOAD (K) 1 3.4 2 2.94 3 4.4 4 -.64 5 1.2 Y-AXIS MOMENT (FT-K) N4.01 TOP BUT. X AXIS 0 DOT. V AXIS 7.1' TOP 26.6? BUT. X AXIS 0 TOP N 0 ROT. V AXIS 10.74 TR 26.54 BUT. X AXIS 0 TOP 'Ne BUT. V AXIS -14.86 TOP -tO.38 DOT. X AXIS 0 TOP 0'RT. V AXIS -10.86 TOP 4-.4NOT. X AXIS 0 TOP 0 BOT\SS V AXIS STEEL YIELD (KS!) = 36 CHECK W1OX3.3 EQUATION 1.6-2= 0.405 LOAD COMBINATION 3 GOVERNS STEEL COLUMN CHECK [ 2-4 BEACH TERRACE COLUMN BELOW JOINT 2 LENGTH: -L(FT.) = 10 X-AXIS V-AXIS FACTOR (K) = 1.95 .8 EFF.KL(FT) = 19.5 8 LOAD COME. AXIAL LOAD (K) MOMENT (FT-K) 9 -9.01 TOP -5.6 BUT. X AXIS 0 TOP 0 DOT. V AXIS -7.13 TOP -26.67 BUT. X AXIS 0 TOP 0 BOT. V AXIS -10.74 TOP -26.54 BUT. X AXIS 0 TOP 0 BUT. Y. AXIS -22.97 TOP -20.49 BUT. X AXIS 8 TOP 0 BUT. V AXIS -26.97 TOP -35.34 BUT. X AXIS 0 TOP U DOT. V AXIS STEEL YIELD (KS!) = 36 CHECK W10X33 1 2 5.74 3 10 4 5.66 5 9.6 - - - .-1. q - I STEEL COLUMN CHECK I 3-5 BEACH TERRACE COLUMN BELOW JOINT 3 LENGTH: L(FT.) = 9 X-AXIS Y-AXIS FACTOR (K) = 1.86 .65 EFF.KL(FT) = 16.74 5.85 LOAD COMB.. AXIAL LOAD (K) MOMENT (FT-K) 1 11.57 9.05 TOP 13.44 BUT. X AXIS 0 TOP U DOT. V AXIS 2 12.12 32.7 TOP 14.05 BUT. X AXIS 0 TOP 0 BUT. V AXIS :3 13.57 33.53 TOP 20.02 BUT. X AXIS 0 TOP 0 BUT. V AXIS 4 1.22 -16.76 TOP -19.6 BUT. X AXIS O TOP U BUT. V AXIS 5 3.82 2.22 TOP -10.19 BUT. X AXIS U TOP U BUT. V AXIS STEEL YIELD (KSI) = 36 CHECK W10X33 EQUATION 1.6-2= 0.554 LOAD COMBINATION 3 GOVERNS I STEEL COLUMN CHECK I 4-6 BEACH TERRACE COLUMN BELOW JOINT 4 LENGTH: L(FT.) = 9 X-AXIS Y-AXIS FACTOR (K) = 1.86 .65 EFF.KL(FT) = 16.74 5.85 LOAD COMB. AXIAL LOAD (K) MOMENT (FT-K) 1 14.47 -9.05 TOP -13.44 BUT. X AXIS 0 TOP U DOT. V AXIS 2 12.22 -32.7 TOP -14.05 BUT. X AXIS U TOP 0 DOT. V AXIS 3 16.4? -33.53 TOP -20.82 BUT. X AXIS 0 TOP 0 BUT. V AXIS 4 14.03 -29.89 TOP -30.81 BUT. X AXIS 0 TOP U BUT. V AXIS 5 18.72 -48.07 TOP 0.22 BUT. X AXIS U TOP U BUT. V AXIS STEEL YIELD (KSI) = 36 CHECK W10X33 EQUATION 0.791 LORD COMB .jTION 5 GOVERNS I STEEL COLUMN CHECK j 5-7 BEACH TERRACE COLUMN BELOW JOINT 5 LENGTH: L(FT.) = 9 X-AXIS Y-AXIS FACTOR (K) = 1.56 .65 EFF.KL(FT) = 14.04 5.85 LOAD COMB. AXIAL LOAD (K) MOMENT (FT-K) 1 28.28 13.95 TOP 10.07 BUT. X AXIS 0 TOP 0 BUT. V AXIS 2 21.29 3.5 TOP 11.6 BUT. X AXIS 0 TOP 0 DOT. V AXIS 3 31.28 10.18 TOP 13.85 BUT. X AXIS 0 TOP 0 DOTS V AXIS 4 A' 1.44 -22.56 TOP -25.72 BUT. X AXIS 0 TOP U BUT. V AXIS 5 11.18 -20.38 TOP -21.2 BUT. X AXIS U TOP U DOT. V AXIS STEEL YIELD (KSI) 36 CHECK W10X33 EQUATION 1.6-2= 0.375 LORD COMBINATION 4 GOVERNS I STEEL COLUMN CHECK { 6-8 BEACH TERRACE COLUMN BELOW JOINT 6 LENGTH: L(FT.) = 9 X-AXIS Y-AXIS FACTOR (K) = 1.56 .65 EFF.KL(FT) = 14.04 5.85 LORD COMB. AXIAL LORD (K) MOMENT (FT -10 1 25.08 -1:3.95 TOP -10.07 BUT. > AXIS U TOP 0 BUT. V AXIS '2 18.69 -3.5 TOP -11.6 BUT. X AXIS 0 TOP U BUT. V AXIS 3 28.08 -10.18 TOP -13.85 BUT. X AXIS 0 TOP U BOT. V AXIS 4 24.04 -33.47 TOP -37.46 DOT. X AXIS 0 TOP 0 BOT. V AXIS r t :33 35.65 TOP 41.97 L-(. X AXIS 0 TOP -0 BUT. V AXIS STEEL YIELD (1(81) =36 CHECK W10X33 EQUATION 1.6-IA= 0.708 EQUATION 1.6-IB= 0.759 LOAD COMBINATION 5 GOVERNS I STEEL COLUMN CHECK I ?-FDN BEACH TERRACE COLUMN BELOW JOINT 7 LENGTH: L(FT.) = 9 X-AXIS Y-AXIS FACTOR (K) = 2.2 .8 EFF.KL(FT) = 19.8 7.2 LOAD COMB. AXIAL LOAD (K) MOMENT (FT-K) 1 36.45 3.09 TOP 0 BUT. X AXIS 0 TOP 0 BOT. V AXIS 2 30.46 9.85 TOP U BUT. X. AXIS 0 TOP U DOT. Y AXIS 3 40.45 8.76 TOP'. U BUT. X AXIS 0 TOP 0 BUT. V AXIS 4 -3.12 . -61.49 TOP U BOT. X AXIS 0 TOP . U BOT. V AXIS .5 7.37 -58.06 TOP 0 BUT. X AXIS U TOP 8 BUT. Y AXIS STEEL YIELD (KS!) = 36 CHECK W10X33 EQUATION 1.6-2= 0.872 LOAD COMBINATION 5 GOVERNS BASE PLATE FOR W10X33 AXIAL LOAD = 40.4480000001 KIPS PLATE YIELD STRENGTH 36 1(81 CONCRETE STRENGTH = 2000 PSI CONCRETE AREA = 2304 SQ.INCHES PLATE SIZE . WIDTH = 9.000 INCHES LENGTH = 11.000 INCHES MINIMUM THICKNESS = 0.483 INCHES STEEL COLUMN CHECK I 8-FDN . . BEACH TERRACE . . . -. ................ .. ... _._. .. .....- ....... - .. . .-.....-.. COLUMN BELOW JOINT 8 LENGTH: L(FT.) = 9. X-AXIS Y-AXIS FACTOR (K) = 2.2 .8 EFF.KL(FT) = 19.8 7.2 LOAD COMB. AXIAL LOAD (K) MOMENT (FT-K) 1 30.55 -3.09 TOP 0 BUT. O TOP 0 BOT. 2 25.16 -9.85 TOP U BOT. O TOP U BOT. 3 34.55 -8.76 TOP 0 BOT. 0.TOP U BUT. 4 38.84 -67.7? TOP U BUT. O TOP U BOT. 5 48.88 -71.2 TOP U BUT. O TOP 0 BUT. STEEL YIELD (KSI) = 36 CHECK W10X3:3 EQUATION 1.6-1A= 1.254 EQUATION 1.6-1B= 1.250 LOAD COMBINATION 5 GOVERNS CHECK W10X49 EQUATION 1.6-18= 0.784 EQUATION 1.5-IB= 0.809 LOAD COMBINATION 5 GOVERNS BASE PLATE FOR W10X49 AXIAL LOAD = 48.8789166685 KIPS PLATE YIELD STRENGTH = 36 KSI CONCRETE STRENGTH = 2000 PSI CONCRETE AREA = 2304 SQ. INCHES PLATE SIZE WIDTH = 11.000 INCHES LENGTH = 11.000 INCHES MINIMUM THICKNESS = 0.550 INCHES X AXIS .j AXIS I .. X AXIS V AXIS X AXIS V AXIS X AXIS V AXIS X AXIS V AXIS I STEEL BERM CHECK -T BEACH TERRACE 1-2 SPAN DATA: LENGTH = 18 FT LOADS: UNIFORM W(K'FT) X1FT X2(FT) .2835 0 18 MOMENT (FT KIPS) = 10.86 LEFT END -26.97 RIGHT END 11.22 MAX. INTERIOR POSITIVE REACTIONS (KIPS) = .45 LEFT 4.65:3 RIGHT SPAN ASSUMED TO BE CONTINUOUSLY BRACED STEEL YIELD = 36 KSI CHECK OF W10X22 STRESSRATIO (ACTUAL/ALLOWABLE) = .581 SHEAR STRESS RATIO (ACTUAL/ALLOWABLE) = .132 DEFLECTION (IN.) 0.030, MID SPAN (L/360 = .600) I STEEL BEAM CHECK BEACH TERRACE 3-4 SPAN DATA: LENGTH = 18 FT LORDS: UNIFORM W(K'FT) X1(FT) X2(FT) 1.881 0 18 MOMENT (FT KIPS) -6.69 LEFT END -83.41 RIGHT END 35.96 MAX. INTERIOR POSITIVE REACTIONS (KIPS) 13.117 LEFT -1 Lk5 25.844 RIGHT SPAN ASSUMED TO BE CONTINUOUSLY BRACED STEEL YIELD = 36 KSI CHECK OF W12X26 STRESS RATIO (ACTUAL/ALLOWABLE) = 1.249 SHEAR STRESS.RA.TI.O...(ACTUAL'ALLOWRBLE) = .524 DEFLECTION (IN.) = 0.214, MID SPAN (L/360 = .600) CHECK OF W12X30 STRESS RATIO (ACTUAL/ALLOWABLE) = 1.08 SHEAR STRESS RATIO (ACTUAL/ALLOWABLE) = .459 DEFLECTION (IN.) = 0.184 9 MID SPAN (L'360 = .600). CHECK OF W12X35 STRESS RATIO (ACTUAL/ALLOWABLE) = .915 SHEAR STRESS RATIO (ACTUAL/ALLOWABLE) = .392. DEFLECTION (IN.) = 0.153, MID SPAN (L,:360 = .600) I STEEL BEAM CHECK -T BEACH TERRACE 5-6 SPAN DATA: LENGTH = 18 FT LORDS: UNIFORM W(K/FT) X1(FT) )<2(FT) .8835 0 18 MOMENT (FT KIPS) = 38.57 LEFT END -75.87 RIGHT END 32.92 MAX. INTERIOR POSITIVE REACTIONS (KIPS) = 15. 155 LEFT - 1 • 39.709 RIGHT SPAN ASSUMED TO BE CONTINUOUSLY BRACED • STEEL YIELD = 36 KSI CHECK OF W1ZX40 STRESS RATIO (ACTUAL/ALLOWABLE) = .731 SHEAR STRESS RATIO (ACTUAL/ALLOWABLE) = .273 DEFLECTION (IN.) = 0.055, MID SPAN (L':360 = .600) • • g:. • •• • • j I STEEL BEAM CHECK T BEACH TERRACE 7-8 SPAN DATA: LENGTH = 18 FT LOADS: UNIFORM Wk/FT) XI(FT) X2FT: :3835 8. 18 MOMENT (FT KIPS) = 79.27 LEFT END -113.17 RIGHT END - 79727 MAX. INTERIOR POSITIVE REACTIONS (KI.PS) = 12.415 LEFT 58.352 RIGHT SPAN ASSUMED TO BE CONTINUOUSLY BRACED STEEL YIELD = 35 KS! CHECK OF w16::<50 STRESS RATIO (ACTUAL/ALLOWABLE) = .699 SHEAR STRESS RATIO (ACTUAL/ALLOWABLE) = .210 DEFLECTION (IN.) = 0.846, MID SPAN (L'360 = .600) S El Joe SWEET NO OF WITMO _____ SCALE 7141566-7210 E All_99O3 BUSINESS PARK AVENUE J CALCULATED BYi.r. DATE .tA NDIEGO.CA _92131,CKED BY DATF S kJ DEARIDORFF L.NE5S PAC AVE1 .AN ME C) CA J2131 SHEET NO ______________ OF SCALE _________________________________ CALCULATED BY 4.4. -i- DATE Joe CHECKED BY DATE 1DEADOFF °______________________ 1r SHEET NO ____ - SCALE _______________________ CALCULATED BY ___________________________ DATE LLAC J CHECKED BY ____________________________________ DATE I 1 r32 4-L1e I8' Y232 ' I /2Z7, 429' T .. Au....c.ii B,I Z 7 Al —Th ,, v i 8A1 4 f7x/ , 5 532 ......................'I:.1j ....... I A - P I. JN I • .• - . 1DEARD 'J93 BUSINESS PARK AVENUE 5FF (7 14) 66•72 10 ANOIEC.O.CA 92131 oa L )C..A.I.4 ( . .10_ - SHEET NO 'F I OF SCALE Ll~ CALCULATED BY - DATE CHECKED BY DATE Vail ..•..-.I........-j-----....- ..-. .. .-. ........... . ....... ......................-. ....................................... ........... ..... 4ç ...•............r --4--- J 24 2T! : J1IL /44 iz - - Y_. L — 4 E.'i -r4 (j Cc.e4- I4.4 (L+LL Z?;1 2.c r DL ., I I I DLL (cy7 A= N -( L pL(E27 ?..Cl _tZZC1 4tç If 4 - -- (4 oopw 1EARD0kFFL P IWIT QZ31 & 74)5$iö72!0 4U3 UNSS PAK AVENUE SAt I A jl' .JOB c-i T . i- cEL SHEET NO -P OF _______________ SCALE CALC.ULATEO.OY DATE CHECKED BY DATE CCL -c4ç / V 4 DL&bA''4- .LL t JQ ç 2?Lo EJ cLc DL P44 Z LL-'4 ç OZ4- : &co' 7a L CD ..:... ........... ,• -..•... ............. 4 -.-- ..,4-.- m EARDiF 7l4I6 72 10 US PARK AVE NUE A: ME1W CA 92131 joB - A U -r 4 SHEET NO F-R OF _SCALE CALCULATED UY DATE KED BY DATE I:HM DEARDOF1oB SHEETNO OF SCALE CALCULATED BY DATEPARK ALP.UE :A i3I CHECKED BY DATE I r ... : 2 I J .. . 71 4. ------1 -. - I - I -'---i p 4- - I 41 31 z -$-. 41 Jox'3 .. ....::.,. .. . ......... 7.5 .................................... \ ........................................ I . .. . ....: .:. 5A..JL/.. - r- _;L I°-Z432 - (n[DE ARDQ VQ (714)566.7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 S 0 i J1JQ c,,,- JOB SHEET NO 1 - OF SCALE CALCULATED BY DATE BY BY DATE 1bEARDF I! (114)566.7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 Too . IIe.A.... p . 1:.......... ....... .... . — — . ....L.........bD............... . (? JOB . SHEET NO ___________ OF SCALE CALCULATED BY DATE D IDEARD I 1 ____SHEET NO _________OF __SCALE (714)566-7210 I CALCULATED BY DATE 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 CHECKED BY DATE - JOB I L -t ' (- r Q) SHEET NO ___________OF SCALE ' I (714)566-1210 CALCULATED BY DATE (9903 BUSINESS PARK AVENUE I SAN DIEGO. CA 92131 [CHECKED BY DATE EARDOR fm (114) 566.7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 oe SHEET NO -OF _________________ SCALE CALCULATED BY ___________________________________ DATE CHECKED BY DATE 1FFL ZDFET .RIt ° (714)566.7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 JOB SHEET NO -OF ________________ SCALE CALCULATED BY _________________________________ DATE L,,,CHECKED BY DATE Z, I f 11: of-. I : yo-T-14T. ow EARDoFF LJi 0 al (714) 566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 c ....... I ----.-.------- .................................................................... .......... .............---.......... rEI1IL.•1IIIII1X•IIIII.•;...I.III I1I I II Ii I I I I I -' .- - F - 1 I ::ITI:IItIriTJr[T11 .-1.-.........l ............ .1.-...-.. _._4_ I - _ I.--! i i:1IL r L L I "tie !'' I - 1 -i : I I I I I - - - - I I -r - - I I I - - r I I : I • . -- TIIJI_L ; I - - - I I - -- - - - F...- .- ....-...................I.....- ......................................................... .-r- - -....._...-..... ...._ - - - - - - ._t I _1.... ....I .- I I ___ I I I ...._ ...;..__........................... .............................................................................................................................................,...i.......-.4.........L.... I I I I I D1DEA I RDORFF. (714)566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO. CA 92131 B EET NO -OF ________________ SCALE LCULATEO BY DATE ECKEOBY DATE m . -=ra r ... .. 1DEARDORFFfM 1I XQ)fl? 1714)566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO, CA 92131 EEl' NO -OF _________________ SCALE LCULATEDBY _____________________________ DATE ECKED BY - DATE ----..--- --------------------- .-. ----V-.. -: :' • Joe .Ai I I SHEET NO /OF ________________ SCALE (7141 566-7210 CALCULATED BY - DATE CHECKED BY DATE I 1 I I ô' Lci :?drp i'4 7a f'7 / e;•L I - I 5h7q i'i'iJC /4.c2 I 1 C) I PA /0-0. I - LL. 2o.Q I CZ4 3 ,vc I 4c.c) I Je.c 4A17,LVLI JOB SHEET NO -OF SCALE CALCULATED BY .c DATE CHECKED BY DATE -7-' EARDQRFF L__________ (7 14) 566-7210 9903 BUSINESS PARK AVENUE j ANDIE(O,CA 92131 - ........ I .......... I........... I ......... .... ...... ............. ............ ........ ....... .J ..... ...... ........ ............... ......................... ..... .. ................................. I ........ ...... ..... ............. .......................... .... .............. I / i I ....... ........... 'i,.7................................ . .F J..................... I Qzi' _4J ........ It....................................... ic- ................................................... I I I ( 9 .. .: 3JZ.... I:....................................................................... I I I - I I E'€ç..A 7ZC4 )9s,( L<c (34LI I - I 'DqEARD L) IWx VMS, 11 171$p566•7210 9903 BUSINESS PARK AVENUE J 5Ar4OIrGO.cA 92131 JOB TIACW 1t.l(A(F.. SHEET NO _____________ OF SCALE CALCULATED • DATE CHECKED BY DATE — • I r I - I _lt U4 -.... - . 4•r./ 97.................... I . I I A t 3X73/u i I 1. _______ 1' Wl OtIA- S)j TJ. I (DEARDORFF ( ion —/CJJ 725 22I4 L SHEET NO SCALE _____________ OF 9903 BUSINESS PARK AVENUE CALCULATED BY '//' DATE (714)566-7210 CHECKED BY DATE SAN DIICO. CA 92131 R&ARD M~. JOB 7 ( £ 7 5 SHEET NO 113 OF _____________ SCALE (7141 566-7210 CALCULATED 8V1/j_) _1c DATE HECKEDBY _DATE I 14.4 ..p... é'I ........................... 41061 1DEARDQRFF&1 aa (7 14) 56667210 9903 BUSINESS PARK AVENUE j SAN DIEGO. CA 92131 'joe Ei1...A/ 72fI(1r SHEET NO _____________ OF _______________ SCALE CALCULATED BY /1 DATE CHECKED BY DATE .1-a dA1/ ------------ /7)A Oef /2'1c t,p/?' ............ 7Z<7 /'.s zffc)c 4c ((47) A3 7/.3 3/.W/. -a :;::' A10 4;' Zc:/,&. DATE CHECKED BY I EARDORFF 1-1) 5667210 - ¶,Oa BUI14Ct.S PARK AVENUE .ANOIF('O CA 92I31 J JOB SHEET NO _____________ OF SCALE ______ CALCULATED BY AikVL DATE 1'-•-•- .; /2 Z4 /7 EARDORFF( oa _CL2'ZA( CALCULATED BY I ()II.Ct) CA 9?ITI SHEET NO _____________ 01 ___________ SCALE ('I4.b6 72 0 'IiJ3 LUI4LS IAflK . J • DATE [CHECKED BY DATE SA CHECKED BY DATE OIDEARDORFF L I W Fl4b4.( :flO 9UO3 UUbIFILSS PARK AvLNUE SAIl LIIR,O CA 92131 JOB SHEET NO -___________ OF ________SCALE CALCULATED DY OAT[ EARDORFF SHEET NO _____________ OF SCALE L __________ 7141566 72I0 ____________________________________________ U,lNCSS PARK AVENUE j CALCULATED BY4- DATE CHECKED BY DATE SAFJ t)It I), CA 92131 OEM"IDEARDORFF t) -- I j I1t4)Iu !IO .il3 isu i;uru PARK A'/INujL 1 rui' CA 9 131 DATE NECKED BY JOB SHEET NO -_________ 01- SCALE CALCULATED BY ____________________________________ DATE SHEET NO _____________ OF ________________ SCAIC 1bEARDRFF ¶e F 4c./ 4 1Iofl CALCULATED 8 .,L/. DArE 566-7210 j CHECKED BY DATE EARDQRFF t ¶03 uuIflr SS PAflK AvENul: j • t714I!66 7210 ANDIWU CA 9? 131 op JOB sHEEr NO -OF ______________ SCALE CALCULATED BY 4_Li .Z... DATE CHECKED BY DATE I : r ........................................1...... 1 • ...... ; .......j oo II :1 i lob I I 4(4 k /o9/5 I (' 6723f /'31c 46 /10 /l 7 Ty2.}2.i'4 i .I4.?'; . ., ............• ;. 4< 1773 1jLLoj P75c? .4 :.. • '.' .:. /cZ 7 : • - - • LOC/.:; /0 5:os 3/7 ?— • ,&5O //. 2 S- q$3/ a 'W1DEARDORFF tK IXD1 fl SHEET NO __________OF ____________SCALE 1(714) 566-7210 CALCULATED BY ____________________________ DATE J CHECKED UY _ DATE ............................;••• - .... .....-. -. i ....................................... ... . .... - rDEAARD ORFFL IJOB MR Tlsou o My Al [EETNO OF SCALE O CHECKED BY CA CULA rED BY SS PARK AVENUE 92131 1- DATE DATE I (r d, in C'' ...Q• .., •'J1,iN:. tL ------------------ 1DEARDORFF r0 E1I .j - L SHEE1 NO _____________OF _______________ SCALE 9O33USitJESS PARK AVrFJUE CALCULATED UY DATE I?l.l,I,6 V10 CHECKO BY DATE 'iAN uurcO.GA 9231 (4)i (5) • .! 1 !I 1_I I !1 (C)' I 1 4Z5 I' 1/ Ajo .................... (i) : 3 - /7o14- 2N 7-L.4C"o S . T,,) 3/iCd S .H :..........• . Q p ( Cf1A') • 2'-/O.:, -L(-,.7t S . ... .'iI1I,- 4 ' . - DATE CHECKED BY (1EARDORFF6I II4)5b72IO 40 BUSINESS PANK AVE WUE AN ()ILCO. CA 92131 jou k U re-0.2 SHEET NO -OF SCALE _____ CALCULATED UY._Lj -T-- - DAfE 4. - EARDOR ti 1JOB_ 4jA) / L __________ ob W) MoWMI SHEET NO _____________ OF - SCALE 99bUSINLSS PARK AVENUE J CALCULATED DATE (7 14j 5667210 _________________________________________ DATE SAN )IL GO CA ci2131 CHECKED E491o: 1 . I I . ; '-- (r) I /S7Z cx , 1— - . . 411) 59 4'4 k ...........: c, . . . - . .. I . . JOB SHEET NO S -1 Of SCALE ______ CALCULATED BY ___ _ _____________________ DATE CHECKED BY DATE OIDEARDORFF ( ,903 6UI1ESS PARK AVENUE SAN DIEeO CA 92131 14 ( L 1 595_i' 2. .2d'-61 I !49z3 I I —"-------------* I I Z % ) 2/33 cc //144 Vic 24928cO 4 1 2 7 39/2 701 3 3c'4 21 1.3 i49z .!7352 I 9/'2'4Z9 EARDORFF LI ( ---- -- rE 1sL ITjK3 L , SHEET NO _________OF-- _SCALE I CAL(.ULA lED BY UAT€ - S iA1 AILNJE A CHECKED flY DATE LELJ4 iiit. lit L7: Cc t- il l 717 - L& .. Z O'2t 0 ct... . 55±'?O7 x5.c W\[)~9903 DEARDORFF( U -r (7;4I566-7Io CALCULAEO UY • DATE .SI SHEETHO 3 OF ____________SCALE BUSINESS PARK AVENUE k.b I AND,E(.O.CA 02131 CHECKED BY DATE DEARD FF8 JOB E4L 14 ( SHEET NO 4 OF SCALE CALCULATED BY Li - F- ______________________ DATE - CHECKED BY _______ DATL - 4 FLPL 34oZ ôiZ7 4""FL. L a OD EARDOR IIII&TSVIlub FF ti XQ 1714)566 -7210 4903 IjUtMESS PARK AVENUE J SAN ritU(O. CrA 92131 JOB SHEET NO NO _____________ OF SCALE CALCULATED BYLI - DATE CHECKED BY _______________________________________ DATE (EARD RFF L. ft MAT 0 U3,111 W 1714) 56G.7210 j!JIJ I ZiS PAl 1K AVI NUC SAt! lllI.0 CA 9!3! JOB I E..J'k L.-. L- SHEET NO - OF _______________ SCALE CALCULATED BY Cf DATE CHECKED BY DATE 1DEARDORFFL 1 JOB _EAC TEf CALCULATED BY ________________________________ DATE ©1 J[ SHEET No O SCALE __ -. 17 141 S$i6 /210 991U I4USIFJE$ PAR) AVENUE CHECKED BY DATE SAN UIFCO CA 9213! IDEARDORFF t IA I i I W (714) 566-7,210 03 BUSINESS PARK AVENUE s oIcoO, CA 92131 r SHEET NO _____________OF --SCALE CALCULATED DV 44 - DATE CHECKED BY DATE i UILL I - 4 Fuc& 1-EE1L JALLç - '524.4 LLcT - _____ F- 1 4 _tJtl L. "r Z.41./ . ... Q - YZ PL -r uc. ( : D1---- ___J - €D,Eç 1. ;10 1 4............. .ILH ................r ...... . -.,i ç4 I-IDT Lu1.J 4 -çu1 r,OL -rc Vc44 icz I uS 4- OLT5 1 ••• . .. . . . . .. ...... .. . ..,.. .. .. 1DEARDFFT8 Pr 1VPPC o n f L SHEET NO SCALE 17I4a5fU72lO CALCULATED BY .I .. DATE 9903 BUSINESS PARK AVEN CHECKED BY DATE SAN (liroc) CA 92131 . 1.. II rill 72 -..-----.,..----,"--.-- L L&2 ' :3t4 .. ...................... .... ç7J °?\.r)P2 - —:---1-- -----.---.- .---. . 4i41 cQc d3/LLç (c4LLS f1-7•1 7 .-1.1 -7/- .,. :• .. . ,....... /.z(c+v) V rL tQT r £-ciD - -. FIE.LD ......................4.o&,...'. •.. . .....: 4ALL .. .......c7. ... ... .............. ,;,-,. ALL(.i..QTUIZ.L.l- 7,IQ-' 1O731Oc. frføt1. .,. Z.7q V . . .. . - ----- • .......... i ..... it (L 44-?O'c.4-.tOO 1 :7z 4 7 . . . .............. -: .... .-,. LpL I c.T .,. . . . . EARDORFF L 1 J OB 8WA TF SHEET NO __________ OF ____________ SCALE ICALCULATED BY LI - DATE t03 BUSINESS PARK AVENUE MNDIICO.CA 9I31 CHECKED BY DATE MVEARD~,FFL.'11' _ SHEE1NO _________ OF ___________SCALE CALCULATED BY - DATE S PARK AVENUE ;ANtLO.CA 92131 CHECKED BY _______________________________________ OATI (DEARDORFF L [SHEET NO OF __ SCALE lip 5Io 7'IO CALCULATED - DATE lh)3 UIWESS PAIPIS AVENUE CHECKED BY DATE ()I[I O. c: 92131 E4ç (A) LL 1 cL' &"/c EDc.5 ,) V-i7'Ite547 71 11-7 a.&- I9 I I - _ - ; ... .! -r. c ..; .. ...,..., ............ . ........................ _____ ....... .,., ....................... .. . .4. .; .. upLI -( -------------- 7C07 ... . .r4L) . . i . ... I . LAJ4LL(.i. ........ '. . ... . - -. . ...............1 I . .. . 4RL. +4.kLI LJLLt LtL' . .. .., . 24 . . flQ••• T'- . c'oc. Iø. LLrou.JL) M(1 V EARDOREF&1 • L tj)I)3 BUSINESS PARKAVENUE j ? I4j 5I6 72 10 bAN DIEGO CA 92131 JOB-RP-Ac -.( T,;4c SHEET NO OF SCALE CALCULATED BY - C • DATE CHECKED BY DATE - .f• - - I 1DEARDQRFF&1 J CHECKED BY OB /cAI-/ 7Jzíz4C SHEET NO ___________ OF SCALE C?'4p,b6 721U ___ fr DATE _____________________________________ IJ903 UUSIUCSS PARK AVENUE CALCULATED 8/. SAN r,uLoo, CA 92131 ____________________________________________ DATE __ I_I 'i 17'h. - - - - I ' I lzr *.. .................:.. "0- 060 '- i2'" ' I .. t - - - STO4z ±ri -H rL - H' V1 I , - 'I c I Uf) _ 'H 2? •1• 7Z ' IY" 2° rLy (c' c i'3E. 10 ( Z12 0/CE I o/ r Ith .. : O Lr .. •. qI(I6, I • I - y I c/'7 c• .. L. . &5-- . .. .'7 s,rr i I m r ml- EARDFF u L( 714)56(. 72ID u3 flhlSifil SS PAf1I AVLUUE rIOIE(O CA 931 JOB Th L1 SHEET NO -OF ________________ SCALE CALCULATED BY Lt DATE CHECKED BY _______________________________________ DATE 4L L' .:..1 ................................ P 7C I - & L r r \ILL i 27x.7. k..J I .-1. - - I_I -tr ................................I............F-................L ................................ I..., .: DL4-t4 4- - ........ .--...... .....__.__.t..,.__.............._............._,.....__.__..._.....L....__._.._. To . _--------- Cb) ..................................................................................... /A/ i4 ay c') rDL fUf.r- Io- co/c I I? i oJ I I .t 0.3 C r I $ } UPLIFT ?J C) W 0 C,LrL U)L . . . . . . . f2. /c F-. . EARDORFF JOB & TV- 1AE A SHEET NO _____________ OF ________________ SCALE IBt1SINESSPARKAVENUE DATE (714)566-7210 CALCULA1ED BY ____________________________________________ tIUlEOO CA 92131 CHECKED BY DATE ..... ................................. . ........... -r-.yô2c7sa+ 7 kl 26O&c (7& OO S. I - * . ........... ....................... .................................................................................................J .......................... ....... I I I "Ct .. . -. ..-----,------ .- . ...i........................................... ...... .............. ........... ........ ....... ......... • ., . Yr.yCa) a/c: ....... : Iogc7.<7.,7....4•• +2&iJ'9 4I.7Z.. . . . . . . .. . 7 43 %40 : . . .. ,.. . . ..... ......f... .. ,/a cQL7- (.4 .. . . .7 . . . .. .uPL-( F4-4 cEJ(,..OT, El Q . ,Pcto côL5 • .. . . . 4. 11 rDEARD0R&1 'JOB LAI/J 7 dr - L SHEET NO OF SCALE 7145L.tj /710 )O2 ULISIJESS PARK 4vfluE CALCULATED BY DATE _____________________________________ CHECKED BY DATE A1 DIEGO CA 92131 ,çj4A,t (L/AJE Pr A 4i 14F C - - I I I ¶ I 7920 V ..:V,H •L..;..... - . V • 0 V ••;V V 'V 0 p . 17575 & I ___ JOB ;EARDQRFF _________ LET NO I9II EuStUss PARK AVENUI J CALCULATED BY L 7I4)f,C.0 7'iO CI4ECXID BY SAN f)II (O. c., q2ii OF ________________ SCALE DATE DATE -, o ' r 2P_CcL YZ S 4 FA 0 ,. • 1.94 1c Zr/c7J 3 6777//Z/3Z73;fAZ4- -3 3c/17 2 7 /2 4./,3 cC I . ................ ......%I r N24 q ucL X. 000? /.2. .... I . • .00q- . .4 •, . .r •., .... , .. .••• I =610e?x . . . . '-7 - EARDQRFF L (7145Ij6 7211) q9u3 BLJSINFSS PAMK AVENUF t.An DuIGO CA 92131 JOB -T SHEEt NO ___________ OF ______________ SCALE CALCULATED BY 4L Sf DATE CHECKED BY OATI WI SHEET NO - OF SCALE I Wj 5W, 7- 10 CALCULATED 8Y4 -r DATE 1 A'IUE CHECKED BY DATF 10 _ 2" CcL 4 I H ................................................................ .. .................Li. :. I 'TJL I3 I -3 1 31 /4 1 . . . . .......•.. .4 ,. . . ,. . 1DEARDORFF IE1'JZACT CALCULATED BY +4 _4: ¶I')INESSPARAVENLI j Lr no OF SCALE 03 ______________________ (7 I4(5LU 72 10 DATE CHECKED BY DATE SAUDILOO CA 92131 (6) ._______________________ 00 /5200 -------------- Ax.t41_ 3, Z-7 Af Fi. 2.4 Q it iZ/:?M33ot 1coj , 0.7 40 . 2323 . .. .....• u iL /4.2o . . __ --- ----- --•-_ - 14 . . • .. .•. )V/X / •• O11 . . .... - . 00 0 , -. . . .. • , USE. IV/43O 1DEARDORFF L 321 Teei c L SHEET NO ____________ OF - SCALE ):i f3uSINES PARR AVENUE J CALCULA rED _______________________________________ DAlE L __________ DATE CHECKED BY - '.z uii(;O. CA 1DEARDORFF ( UUMIMM L( 7 kK14j 566 1210 r3 BUSINESS PARK AVENUL SAN DIEGO CA 92131 oo A r iJ 7iziz '. SHEET NO I? OF SCALE CALCULATED 8 y/J'. F DATE CHECKED BY DATE I ........................4 • ....... _____ ;Z47'I2 • 5.G7 2Q 470 . 2740 .•l 100 •' 4 )e IL C- 7Lo0 ?, i&o/ ... .\V 1057 __ • 772, '-1 4537 • MrEARD,gn,F,,yFd 1 66-72lO BUSINESS PARI4 AVENUE DtF(O, CA 92131 JOB (ThY (\L & ' . V jr- L1( .T SHEET NO - L OF _______________ SCALE CALCULATED BY KED BY DATE DATE : 474a L L sd.Dk. '.4'o '3'I_40 - ....l - - . .r-H....h ..... :..7,2 ?U ç O/ .................... if' .. .•!....... 1 . . . . . ; . ............... :I z 6, o .f. . •. . .• t"j . &/ H . .. ., t?: ..• Z/.-r) •29 - i... '. .. : . . .. .. . . . . .......................722 z.... . . . . . EARDQRFF & IHJ Il(JtNI S pArik AVENUE (714)566-7210 SA2 DIE O CA 92131 jou .A T1AI'F SHEET NO ___________ OF SCALE CALCULATED BY DATE D BY OATr H: C7 7o! I I :) ( -, - p . I a3'Z. I I I jf. :........ ..... .... ........................... 1 I I.P.Po I/7 13Z' I VC,Il c 7oz O ___ .. ...i I . ..;... . . ... • • 7 . . . :. ., • / . . • . • . . . /\.79.S .. I - •. ,. . . . .. ........ -................ - :L ...91 ................................................ N ..... ........................L.................... .. ..................... ..................... of ........- ......... 41, ..••• . .-...- .-.-.... . - ..... . ........ ....... .......... -- .... ..-... .... ...........1 ......................................................................................................... .. ......................- ......I....................... ........................._J_......... ... .... . ... ...... .... ._......... .- .,J .!.. -1................................ .... ..................... -- r....................... ................................ ....................:- ...... ........... .... ................ .......... .......... ..p•------------ T....!.... 1 : I I -...................................... ... . .... ..... .................. - I.i - I — I -. V. I EARDFF L If uI O n l4 t.6 7,110 9UU1 BUSINESS PARK AVENUE ;ANUJItcO,CA 92131 1ou SHEET NO ____________ OF ______________ SCALE CALCULATED BY -. - DATE L.CHECKED BY DATE "DEARMn K.F (714)566-7210 9903 BUSINESS PARK AVENUE SAN DIEGO CA 92131 JOB l3EI&L 1L! SHEET NO i?.- c OF SCALE CALCULATED BY L .. DATE CHECKED BY DATE I ( I EE/1IDEA ------- At . ........ . 1 DI I (II ' . .- ..- ...... ............. H I I I .H............................ .......... .......:j ..... ..... ......I......... ............................................................................................ I Ij I I t27 ½;= ,Q. C2 7 oC) I7 - I 19 cl Z/16 _ I If --> I -. I L4LL.. 21 I1J (y- \flII/4CLtCO N'II1I/ J 00 303 ILL 4- 4;4 t-MV EARDQRFF L L903 BUSINESS PARK AVENUE kSANUIFGOCAS2131 ? w) SEO•72 10 JOB & e-. W c- . z SHEET NO 12 ('-' OF SCALE CALCULATED BY ____________________________________ DATE CHECKED BY DATO ... ,1;i- . 1 p "I. ---.. r:r ?;-- - -.--..-.•- _________ .4 . I - -.- • .• -UM 5FIFOM E MMM 1DEARD (714)56li7210 9903 BUSINESS PARK AVENUE %SAN IJIEOO,CA 92131 T&,, SHEET NO 'F - OF . SCALE CALCULATED BY U - - UATE CHECKED BY DATE ..... ..........•• .........1...................... ............................ • :;••• ......I .. ..* ... ...•. ..............- .......-.L................... ...............................................-...... .......... .. ... . ........ ....... *.j ... .. ..... ............... i.... ... ....... ........ -H............................................ ............ ...... it r P........"*--...•• ;.:...-2. AQ - ..... I I _ ..4/ .................................... ...••.•.. .... .... ..•• -.._• ........................- ..... ... •_ ...... .... ... ......... ........ .................. ..... ..... ...................... J...........3..x -...0- ....... .............. ............... :........... ......... ....iL.... ........... . ..... ..... 1.... dr I ......'J I#) I l t441 Ce?L I - cu 't toS I I c. - I - - $DL.iL .1J. 9 7 . ....=•..&•z - -.,.-..................................................................................................... . ... ... .... .... ....... ... ............... ... ..... ... ........... ........... IT I .g I I I : : - TI ;... Tl•.... oLr5 , ( II FuDL .................... ....... ..... -., ....... ... ... ...... ......-.-•,... ...... .......-. ..-...-•................. ...... ............ I rol oocb........ DEARDORFFLB_ F. -rrcE LTT NO F - OF SCALE CALCULATID UY ________________________________ DATE Ifl4)(,U 7.flO _______________________________________________ .,o3uussI2Ar1AvENuI: CHECKED BY DATE .AU ()ii( t) CA 923I LL 14..7 4[ A- 147 I - ,- -. \,). I I- I 4 La ç3çç -r C4 cTi .. L. .........(O7. ................................. . . 4co14, oi ------------- J1T7 .4.........................._.: ... . . ....... .... I ............. . _ . FL.4.........:.. . . ... . . . . . .'. . ..... . . .. [ErD EARv F [° 'z — SHEET NO - OF -- SCALE (7141bbb 7210 CALCULATED BY 14 DATE rjU UU..INISS PAF1K AVENUE CHECKED BY DATE %SAN DIEGO -CA 92131 CCL. 1 Tel (.F II -. ..,........ I I - - +2ui ..................!.-..................................-........................ .... .... ..A I.... LO.. I - 7 'C4) Jc-- I E'c DL. 'C4'4 - I 'I LL I 4 i P)tç - I r-c et ftJL _'1L ..;. . . .. . I. 4 Z L?- . ........................I .......I : cr /9 7 LII O 1uc H... . . . .1 --.•.. - 4 . . . . .. . - ,J. -....--. I - KIM TRUSS CORPORATION . . PRELIMINARY ... JOB: Kaniar The Vel nprnen 325 Elm Ave . . . Carlsbad, CA .92008. TRACT: • Beach Terrace Motel Ocean St & Cedar Ave. Carlsbad, CA 92008 DATE: Jan 20 1981 FABRICATOR: KIMTRUSS CORPORATION Office/Yard . . 700 West Grove Avenue Orange, California • 92665 (714).637-3450 SUBMITTAL COPIES Truss Layout Sheets: Truss Dr.wg. Details: . . . Truss Caic. Sheets: . !. .. 7/C (81-82) Use No 1 EFt. 23(4; I4_1.241601105.4)2,. 2123", B/C 04-1113) Use No I Eli.. 2X4; PII1.51122*C4.75)?I 676'• LUMBER SPECIFICATIONS GRADE & SPECIES I TOP WEB SOT. 4837C 2103 59+273 863 49447 + 676 -.?1?+.126-.843 ' I 4 1230* 5.25*1.25 1750* 3.06*1.15*1.25 1058* 5.25*1.25 1750* 3.06 tac, S 5FL. I tvq I A -RI 3651; 0I-R2 2189C; A2-R3 3711C; R3-B 4411C; 8-81 4782C; 21-82 4837C; 82-83 4191C; 83-C 2662C; F-C ar; C-fl? 2371; 117-136 27397; fiB-ES 42827; fl5-1114 45447; D4-D3 48441; D3-D2 44977; 132-E1 28657; El-fl OT; A-F 431; A-C 4813C; Al-C 1714C; Al-fl? 22841; P -fl? 3226C; • A2-136 12087; R3-DG 736C; A3-fl5 .4271; 2-135 239C; 8-134 3547; B1-fl4 235C; 81-1)3 181 ; 82-133 4181; 82-132 676C; 83-ES 14251; 83-131 1125C; C-E1 28207; C-fl 471 - - 155 A4' 330 Al 4' 310 4' 310 317 324 R34' 84' 4'B1 324 4'82 324 R2 HSI 4 OfV 1.s.3 LL * =76 ....HO ....oecL ie 'It" rn 43 84 54 84 84 94 84 84 rn 1788 ' OL 9. wi tiA AT 9" ° \4f,VJIL 7r' 12?.5 /12 a 3X3 5X7 43(5 05 '9 IZVA b 3 3x3__4wc .I, 1*4 -I '- gj I 53(7 43(5 33(3 3X3 3XII 05 5X8 1 X-37 0-0 '- . c9 eat- ________ too - . DESIGN LOADS: CAMBER TRUSS 1R'@ CENTER LINES UNLESS NOTED OTHERWISE. DRAWN BY: - CORP. SLOPE: LL PSF SPACE TRUSSES APPROX. 24" O.C. SCALE: _SLOPE: KIMTRUSS FLAT: LL ZO CONNECTOR PLATES TO BE 'CLARY ST. 820." DATE: _ONOVI Aft SLOPE: DL SHEAR; iCBO 158 psi; FHA 210 psi; LA CITY 198 psi. CODE: _____________ FLAT: DL ' CENTER PLATES OVER JOINTS & APPLY EA. SIDE MCT'JRUS OXNAJD.CAUFOIIANN33(SOS)4IS4S7I CLNG: DL= UNLESS NOTED OTHERWISE. DRAWING NO. 46$ WYNN NOAD TOTAL DESIGNPER WI, FHA . G4541. IA; ICQO TC (BI-32) U.. N. I 13FL. 2X4 N-1.21I8OIIC5.4)2p 2103"• D#'C (134-133)3.. No I WI.. 2X41 llu.1.5*20*C4.75)21. B76" LUMBER SPECIFICATIONS GRADE & SPECIES MPE 403?C 2103 4844T + 676 -.71?+.126.'.843 1 1250* 5.2501.25 + 1750* 3.06*1.15*1.25 -.59+.2?3-.863 105011 5.25*1.25 1750* 3.06 . P-RI 3857pRI-R2 2188C$ R2-R3 3711C; P3-9 44I1Cp B-B! 4782Cp 31-32 4837Ci 32-33 4181C; 33-C 2662Cm F-C 0T C-U7 237T 137-136 2?38I 138-135 4082T 135-134 4544T 134-133 49447i 133-132 4487T 132-131 28657! 131-13 27 P-F 431 P-C 408CJ RI-C 1714Cp RI-1117 22841 P2-U7 122BC R2-D6 12087p 03-US 736Cp P3-U5 427T 3-135 239C; 3-134 3547s 31-134 235Cr 31-133 ieic 22-133 419T 32-132 676Ci 33-132 142571 33-131 1125Ci C-01 2928Tp C-U 477 155 310 310 310 317 324 324 324 4,o?V 2.x3 A3 4' 4' iu4' P24 4 L CA ' B4' Ho ______________ LL FL = L OFL 84 84 8+4 re Vt" 43 ET 84 84 84 e 37,99, - al l-Il" 10 g~4 0503 1 1ai . 12 70 3X,3 3X3 3X3 03 7x IVA 19 us Ci -1'-- : 5X7 05 3X3 3X3 3X3 05 5X9 1X3 .J . t'a0 '0 -.1 . . . 30'- of DESIGN LOADS: CAMBER TRUSS W'@ CENTER LINES UNLESS NOTED OTHERWISE. DRAWN BY: -AS ORR SLOPE: LL= PSF SPACE TRUSSES APPROX. 24" O.C. SCALE: I&.. SLOPE- " KIMTRUSS FLAT: LL= tO CONNECTOR PLATES TO BE "CLARY ST. 820b" DATE: _ SLOPE: 0L SHEAR; ICBO 158 psi; FHA 210 psi; LA CITY 198 psi. CODE: _____________ u . ARCWRUI FLAT: 0L 1c) CENTER PLATES OVER JOINTS & APPLY EA. SIDE DRAWING NO. CLNG: 0L tO UNLESS NOTED OTHERWISE. . gui WYNM ROAD ________ TOTAl. DESIGNPER WI,FHA - G4541.IA; ICBO 7/C (31-32) U.. No I UFL 2X4; PII.1.2*6211C5.4)2s. 21830 B/C C54"-D3) Use No1flFL2X4; PI-1.5II20IIC4.75)2,. 676"O LUMBER SPECIFICfTIONS .,._ ........... GRADE a SPECIES I Top WEB BOT 4837C + 2103 -58+273-.869 49447 676 I 1 +.- - .717+.I26..843 1250* 3.25*1.25 1756* 3.06*1.15*l.2i S 1050* 5.25*1.25 1750* 3.06 —tvl • . . A-RI 3657; R1'-R2 2188C; R2-A3 3711C; R3'-B 4411C; 3-31 4702C; B1'-32 4037C; 32-33 4h81C; 33-C 2662C; F-C 21; C-D? 2377; fl7-fl8 27387; 338-fiS 42827; 335-334 45447; 334-333 4944T; 333-332 44877; 332-331 2865rp 331-1) 27; A-F 431; A-C 428C; RI-C 1714C; RI-fl? 22847; I-1)7 1226C; R2-116 12287; A3-336 736C; P3-1)5 4271; 3-335 238C; 3-D4 3547; 31-334 235C; 31-1)3 1e1c; 32-333 4187; 32-332 676C; 83-332 14257; 33-1)1 1125C; C-111 29087; C-11 477 155 338 4' 310 P24' 318 317 324 ui4' 4' 4' 324 324 4' 9 i 23 R4 Al ... .7' ....HO LL* QL FL L. a 33 C. Ai3E ie Vt" Lw 43 ET 94 84 84 .84 84 54 84 i\ zo 760 37.98' Ovilt Wb 7.5 12 Ii 4xb 10 ! —.25. 3X3 5X&..._—j' - 3X3 05 5X7 4X5 3X3 3X3 3X3 38-6 of DESIGN LOADS: SLOPE: LL= PSF CAMBER TRUSS W'@ CENTER LINES UNLESS NOTED OThERWISE. SPACE TRUSSES APPROX. O.0 24" DRAWN BY: - KIMTRUSS CORP. . . SCALE: . .SLOPE: FLAT: LL= W CONNECTOR PLATES TO BE "CLARY ST. 820k" DATE: '_'4 SLOPE: DL= SHEAR; ICBO 158 psi; FHA 210 psi; LA CITY 198 psi. OAIIQl.CA&IOS sun U1l4)S37.MIS FLAT: DL= tO CENTER PLATES OVER JOINTS & APPLY EA. SIDE CODE: DRAWING NO. . S. ACIUNJS CLNG: DL= UNLESS NOTED OTHERWISE. . Sue wl PA" TOTAL 10 DESIGNPER WI, FHA -34541. IA; ICBO . _____________________ .ASStIS(PUfl41SS T/C (21-82) U.. No 1 3)FL. 2X4; PI-1.206000.4312,. 2103110 4637C + 2123 1250* 5.25*1.25 17520 3.26*1.1501.25 -.58+.2?3-.863 155 332 3;0 ! .X! 3_9 3 24 324 B/C (1)4-3)3) U.. No 1 DFL 2X41 N.'l.5*2011(4.?5)2p 676"O I LUMBER SPECIFICATIONS nnanr . rnrn.en I wan 7 ...I - 4944T 676 105211 5.25*1.25 1752* 3.06 oco -I_I_2 + .717+.12602.643 I H-RI 365Tg Ai-R2 2188Cp R2-R3 3711C1 P3-fl 4411Cr 8-81 4702C1 81-22 4037C; 82-83 4181C; 23-C 2662Cp F-E 0T C-fl? 23?Tp 3)7-336 2739T 3)8-113 4092r 3)5-1)4 4544Tj 3)4-3)3 48441p 3)3-3)2 4487Tp 3)2-3)1 2865T; 3)1-11 OTs P-F 43T; P-Er 428C; Ri-C 1714Cp RI-fl? 2284T P2-fl7 I228Cj P2-136 ieoer, P3-U6 736C P3-3)5 427l 8-115 236C 8-334 354T 81-3)4 235C; 81-1)3 181C 22-3)3 410T1 22-3)2 676C; 23-1)2 14251 23-3)1 1125C; C-111 2928Tj C-fl 47T 0?1 DESIGN LOADS: SLOPE: LL= PSF CAMBER TRUSS 1" @ CENTER LINES UNLESS NOTED OTHERWISE. SPACE TRUSSES APPROX. 24" O.C. DRAWN BY: _- SCALE:.14 SLOPE: 2!2!t!-J`J K1MTRUSS CORP. FLAT: LL= 20 CONNECTOR PLATES TO BE "CLARY ST. 820k" DATE: 14 - TEOW.GROVE AVE. SLOPE: DL= SHEAR; ICBO 158 psi; FHA 210 psi; LA CITY 198 psi. ORANGE CAUFOAMA 02102 (714) 1374420 FLAT: DL CENTER PLATES OVER JOINTS & APPLY EA. SIDE CODE: CLNG: DL=_ UNLESS NOTED OTHERWISE. DRAWING NO. OXNARD, CAUFORNIA 13033 (006) 402073 TOTAL DESIGN PER WI, FHA- G4541. IA; ICBO _______________________ 4563 WYNN ROAD I.Ae VEGAS, NEVADA SIlOS (702)6714206 _______________________________ 7 5X5 3X5 4' urvcet 3X3 I O-0 .25 12 1 4X6 3X4 3X3 2 I T.'C (R3-04) U.. No I DFL 2X4; M-1.2*60*(5.95)2r 2460' Li B/C (C5-C4) .. Nol DFL 2X4; PI-I.5* (5 28*.11)2p LUMBER SPECIFICATIONS GRADE & SPECIES TOP I WEB I SOT, 5533C 2460 ___________________ + - • 6?4+.32-.894 5597T 785 __________ ______________ + -.922+.147-,859 f 011L-t _________________________________________ 2.1L4 24 1250* 5.25*1.25 1750* 3.06*1.15*1.25 ' 2050* 5.25*1.25 1750* 3.26 I I A—RI 2712C; RI—R2 4470C; R2—R3 5380C; R3—R4 5533C; R4-445 5088C; A5—R6 3872C3 R6-111 2196C; fl—C? 01; C?—CS 30541; CS—CS 4667?; C5—C4 5587?; C4—C3 53721; C3—C2 4304?; CB—Cl 24061; Cl—C 01; A—fl 511; A-C? 32307; RI—C? 1294C; AI-C6 16577; R2—C6 058C; R2—05 6441; A3—CS 362C; • A3—C4 SiC; 94—C4 2317; R4-3 623C; A5-3 9287; R5—C2 1029C; R6—C2 1730?; R6—Cl 1384C; B—Cl 26241; B—C 517 350 350 350 352. 350 R4 t1 AS 4' 350 * 0 P 2.x LL.4L M E____ L CAfB. ¶.6 5 102 102 102 102 102 102 &a cow 102 51 1X3 4X6 3X4 JI%3' SXS 3X3 5X5 IL . 4 . OX? 3X J-DRR DESIGN LOADS: SLOPE: LL= PSF CAMBER TRUSS 114" @ CENTER LINES UNLESS NOTED OTHERWISE. SPACE TRUSSES APPROX. 24" O.C. DRAWN BY:__________ KIMTRUSS . -SCALE:...L$ SLOPE: i'a. FLAT: LL= 1.0 CONNECTOR PLATES TO BE 'CLARY ST. 820" DATE: I P) I 700W. GROVE AVE. SLOPE: DL SHEAR; ICBO 158 psi; FHA 210 psi; LA CITY 198 psi. ORANGE. CALWORMA00III (714) 0074400 FLAT: DL= iD CENTER PLATES OVER JOINTS & APPLY EA. SIDE CODE: MIi.cwaus CLNG: DL=_ UNLESS NOTED OTHERWISE. DRAWING No.Ø( OXNARD.CAUFORMAS3(SO4I&S7I TOTAL 40 DESIGN PER TPI. FHA - G4541. IA; ICBO ______________________ 4565 WYNN ROAD LAS VEONOASUOS(700)1714250 TIONS RI R2 FIB R4 R5 RG 5X6 1X3 4Xe 1X3 3X5 Vi 1: 11111-2 1/40 ' DES IGN LOADS: LOADS: CAMBER TRUSS 1/4" @ CENTER LINES UNLESS NOTED OTHERWISE. SLOPE: LL= 'PSF SPACE TRUSSES APPROX. 90 O.C. FLAT: LL= 100 CONNECTOR PLATES TO BE 'CLARY ST. 820" SLOPE: DL SHEAR; ICBO 158 psi; FHA 210 psi; LA CITY 198 psi. FLAT: DL= W CENTER PLATES OVER JOINTS & APPLY EA. SIDE CLNG: DL=_10UNLESS NOTED OTHERWISE. TOTAL DESIGN PER TRI, FHA - G4541. IA; ICBO DRAWN BY:_ KIMTRUSS CORP. SCALE: 12.SLOPE: - DATE: I - 7OW. GROVE AV!. ORANGE. CAUFORMA 03555(114) 537.3460 CODE: DRAWING NO.(() 51515. ARCTURUS c*woRtsA 53033(036) 453.0171 4565 WYNN ROAD LAS VEGAS. NEVADA 60103 MM 5714254 ______________ Project No. 59145T-S102 SOIL AND GEOLOGIC.INVESTIGATION FOR THE PROPOSED BEACH TERRACE MOTEL ADDITION CARLSBAD , CALIFORNIA for Tobo Investments do John P. Landry, Inc. 2921 Roosevelt Street Carlsbad, California 92008 3467 Kurtz Street San Diego, California 92110 714-224-2911 Telex 697-841 Woodward-Clyde Consultants December 17, 1979 Project No. 59145T-S102 Tobo Investments do John P. Landry, Inc. 2921 Roosevelt Street Carlsbad, California.. 92008 Attention: Mr. John Landry SOIL AND GEOLOGIC INVESTIGATION FOR THE PROPOSED BEACH TERRACE MOTEL ADDITION CARLSBAD, CALIFORNIA Gentlemen: We are pleased to present the results of our soil and geologic investigation for the subject project. This study was performed in accordance with our agreement dated November 19, 1979. The accompanying report presents our conclusions and recom- mendations pertaining to site development, as well as the results of field explorations and laboratory tests. Our engineer assigned to this project is Miss Carol Forrest. If you have any questions or if we can be of further service, please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS James E. Cavallin Daryl Streiff R.E. 17553 C.E.G. 1033 JEC/DS/CF/r s Attachment (4) Tobo Investments (1) Deardorff & Deardorff Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities Project No. 59145T-S102 Woodward-Clyde Consultants TABLE OF CONTENTS - Page 1 1 2 3 4 10 PURPOSE OF INVESTIGATION DESCRIPTION OF PROJECT FIELD AND LABORATORY INVESTIGATIONS SITE AND SOIL CONDITIONS DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS GENERAL FIGURE 1 - SITE PLAN APPENDIX A - FIELD INVESTIGATION FIGURE A-i - KEY TO LOGS FIGURES A-2 AND A-3 - LOG OF TEST BORING FIGURES A-4 THROUGH A-7 - LOGS OF TEST PITS APPENDIX B - LABORATORY TESTS FIGURE B-i - GRAIN SIZE DISTRIBUTION CURVES APPENDIX C -'SPECIFICATIONS FOR CONTROLLED FILL Project No. 59145T-S102 Woodward-Clyde Consultants SOIL AND GEOLOGIC INVESTIGATION FOR THE PROPOSED BEACH TERRACE MOTEL ADDITION CARLSBAD, CALIFORNIA .This report presents the results of our soil and geologic investigation at the site of the proposed addition to the Beach Terrace Motel. PURPOSE OF INVESTIGATION The purpose of our investigation is to present conclusions and to develop recommendations and design cri- teria regarding: O Subsurface soil conditions, Deptli'and condition of existing fill soils, Appropriate type and depth of foundations, O Allowable soil bearing pressures, Settlements, and Design pressures for retaining walls. DESCRIPTION OF PROJECT The site is along the west side of Ocean Street opposite Cedar Avenue, in Carlsbad, California. To aid in our investigation, we have discussed the project with Mr. John Landry, and we have been provided with 1 Project No. 59145T-S102 Woodward-Clyde Consultants an undated set of plans entitled "The Beach Terrace Motel," prepared by John P. Landry, Inc. We understand that the project will include the construction of a 15-unit motel addition. The plans indica€é that there will be four levels of motel, generally in the eastern two-thirds of the property, and a swimming pool in the northwestern portion of the site. The location and layout of the proposed project are shown on the Site Plan, Fig. 1. 0 We understand that maximum cuts on the order of 15 feet are planned, and that a small water-eroded canyon in the northeastern corner of the site has been filled. FIELD AND LABORATORY INVESTIGATIONS Our field investigation included making a visual reconnaissance of existing surface conditions, making four test pits and one test boring on February 15 and 16, 1979, and obtaining soil samples. A second test boring was made on November 29, 1979 to obtain additional soil samples. Samples obtained were transported to our laboraotry for inspection and testing. The excavations were advanced to depths ranging from approximately 8 to 12 feet, and the borings were advanced to depths of approximately 28-1/2 to 29 feet. Approximate locations of the excavations and borings are / shown on the Site Plan, Fig. I. A Key to Logs is presented 2 Project No. 59145T-S102 Woodward-Clyde Consultants in Appendix A as Fig. A-i. Simplified test borings logs are presented on. Figs. A-2 and A-3. Simplified test pit logs are presented on Figs. A-4 through A-7. The descriptions on the logs are based on field logs, sample inspection, and laboratory test results. Results of the laboratory tests are shown at the corresponding sample locations on the boring 'logs and in Appendix B. The field investigation and laboratory testing program are in Appendixes A and B. SITE AND SOIL CONDITIONS Site Conditions, The site is located on a moderately steep slope from Ocean Street down to the ocean shoreline. Elevations range from approximately +43 feet (MSL Datum) along Ocean Street, to approximately +12 feet on the landward side of the existing riprap revetment along the shore. The site is presently undeveloped, although some fill has been placed on portions of the property. No vegetation existed at the time of our investigation. Subsurface Conditions Fill Soils - Fill soils were encountered across the entire site to depths ranging from 1 to 3 feet. This fill appears to be of poor quality containing rubble, such as bottles, pieces of brick, and large chucks of concrete. 3 Project No. 59145T-S102 Woodward-Clyde Consultants Beach Deposits - Wave-deposited sands character- istic of beach deposits were encountered beneath the fill in' all test pits and borings to the maximum depths explored. These deposits consist of approximately 2 to 8 feet of medium-dense, reddish-tan, silty sands underlain by dense to very dense, tan, clean sands to the maximum. depth explored (29 feet). Although not encountered in our test excavations, localized zones of relatively loose sands may be encountered in footing excavations and may require additional treatment prior to placing foundation elements. Ground water was encountered in two of the test excavations at approximately Elevation +3 feet and Eleva- tion' +7 feet (MSL Datum). DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS The discussions, conclusions, and recommendations presented in this report are based on the results of our field and laboratory studies, analyses, and professional judgment. Potential Geologic Hazards Our field investigation revealed no landslide or landslide-associated features in the area proposed for development. No faults or shear zones were revealed by our test borings or site reconnaissance. 4 / Project No. 59145T-S102 Woodward-Clyde Consultants Our review of available geologic literature, including the "Faults and Special Studies Zones Map," pre- pared by the San Diego County Department of Transportation, indicates a series of faults about 5 miles offshore of Carlsbad and Oceanside. These faults have previously been mapped as a northern extension of the Rose Canyon Fault zone and postulated to extend toward the Newport-Inglewood Fault zone in the Newport Beach area. The faults appear as a series of subparallel, enechelon, discontinuous features. Investigators have classified the faults as potentially active if not active based upon subbottom acoustic probing. The closest known active* fault to the site along which earthquakes greater than Richter Magnitude 4.0 have been recorded is within the Elsinore Fault zone, located approximately 24 miles northeast of the site. *The California Division of Mines and Geology (Hart, 1975) has established the following definitions for fault activity: Active - " . . . faults which have had surface displacement within Holocene time (last 11,000 years) . . ." Potentially Active - " . . . any fault considered to have been active during Quaternary time (last 2 to 3 million years . . .) on the basis of evidence of surface displacement . . . An exception is a Quaternary fault which is determined from direct evidence, to have become inactive before Holocene time (approximately the last 11,000 years). Such faults are assumed to be essentially inactive . . ." "The State Geologist has identified potentially active faults in a broad sense, and the evidence for potential activity of some faults may be only weak or indirect." Inactive - " . . . a Quaternary fault which is determined, from direct evidence, to have become inactive before Holocene time (approximately 11,000 years) . . . [is] assumed to be essentially inactive . . Project No. 59145T-S102 Woodward-Clyde Consultants In our opinion, the historic earthquake record for the area covers too short a time period to use confidently as a basis for estimating future fault activity., Both distant and local faults have a potential for earthquake activity; however, in our opinion, the earthquake activity is not well-defined for local faults. Many investigators believe it is reasonable to expect an earthquake on the order of Richter Magnitude 6.0, with a recurrence interval of 100 to 200 years, to occur somewhere in the San Diego area. Such an earthquake would cause severe ground shaking in some areas. In our opinion, the potential for this to occur is similiar to the potential for ground shaking in the San Diego area, and should be considered in structural design. Our test borings indicate generally medium-dense to very dense, granular soils below the water table. In our opinion, the potential for earthquake-induced liquefaction of soils below the proposed structure is low. Ground Water Some changes in ground water level should be expected as a result of fluctuations in tides. U.S. Depart- ment of Commerce NOAA tide tables predict a high tide of 7 feet above Mean Lower Low Water (MLLW), which is Elevation +4 feet (MSL Datum). 6 Project No. 59145T-S102 Woodward-Clyde Consultants• We recommend that positive measures be taken to properly finish grade the lot after the structure and other improvements are in place, so that drainage waters from the lot and adjacent properties are directed off the building pad and away from foundations and floor slabs. Excavation and Grading In our opinion, the soils at the site can be excavated with conventional grading equipment. The sands encountered at the site will not stand vertically for even short periods. Where basement walls are to be located at or very near the property line, we recom- mend that lateral bracing be provided during basement wall construction to provide support for adjacent utilities and public thoroughfares. For footings and other excavations not directly adjacent to the property line, it is our opin- ion that excavations may be sloped at a maximum inclination of 1-1/4 to 1 (horizontal to vertical). We also recommend that a bituminous sealer be sprayed on construction cut slopes to further minimize sloughing of the relatively clean sands. We recommend that fill soils he removed and all loose surface soils be excavated, scarified, and recompacted where providing support of the planned facilities. We expect that much of the site will have loose surface soils or shallow fills. 7 Project No. 59145T-S102 Woodward-Clyde Consultants We recommend that all grading be done in accord- ance with the attached Specifications for Controlled Fill (Appendix C) and the recommendations in this report. We recommend that all grading-be observed by and compaction tests be made by Woodward-Clyde Consultants. We recommend that all footings be inspected by Woodward-Clyde Consultants to verify material type and condition, and that any loose material in footing excava- . tions be recompacted or specially treated as necessary. Foundation Design In our opinion, the proposed structure can be supported on conventional spread or continuous footings. We recommend using a maximum allowable soil bearing pressure of 3,000 psf (total dead plus live load) for design of footings bearing on compacted fill composed of beach deposits or bearing on the medium-dense to very dense, undisturbed beach deposits well above the water table. Due to the close proximity of the water table, we recommend that footings located within two footing widths of Elevation +4 feet be designed for a maximum allowable soil bearing pressure of 2,000 psf.. For footings that may be founded at or below Elevation +4 feet, the bottom of the footing excavation should be deepened a minimum of 1 foot and made a minimum of 2 feet wider than the proposed footing. The over-excavated 8 Project No. 59145T-S102 Woodward-Clyde Consultants material should be replaced with 1 foot of gravel and pro- perly compacted. A maximum allowable soil bearing pressure of 1,500 psf may then be used for footings at or below Elevation +4 feet. In our opinion, all soil bearing pressures can be increased by no more than one-third for loads that include wind or seismic forces. We recommend that all footings have a minimum width of 12 inches, have a minimum depth of 18 inches below lowest adjacent rough grade, and be reinforced with a No. 4 rebar top and bottom. No footing should be located within 8 feet of the face of a slope. We estimate that total settlements for the pro- posed structure will be on the order of 3/4 inch. We fur- ther estimate that differential settlements will generally be approximately one-half of total settlements. We expect that much of the total settlements will occur during grading and construction. To resist lateral loads, we recommend a friction value of 0.40 between soil and concrete. We further recom- mend using a passive equivalent fluid pressure of 300 pcf for design if additional resistance is required. In this case, the upper 1 foot of soil should not be included unless the area beyond the footing is protected by a concrete slab-on-grade or pavement. If frictional resistance and 9 Project No. 59145T-S102 Woodward-Clyde Consultants passive resistance are used in combination, we recommend using a friction coefficient of 0.30. We recommend that concrete slab-on-grade floors have a minimum thickness of 4 inches, and be at least nom- inally reinforced. If moisture-sensitive first-floor cov- erings are to be used, we recommend using a vapor barrier and capillary break consisting of a sand-protected plastic membrane over 4 inches of crushed rock or gravel. Retaining Walls We recommend that free-standing retaining walls with level granular backfill, that are allowed to deflect at the top, be designed for an active equivalent fluid pressure of 35 pcf. We recommend that basement walls or walls par- tially restrained at the top be designed for active earth pressure plus an additional uniform load of 7H psf, where H is the height of the wall in feet. We recommend that all retaining or basement walls be provided with a suitable drainage system to prevent the buildup of hydrostatic pressures. Provisions should be made to prevent excessive water from entering the backfill from landscaped areas. GENERAL The conclusions and recommendations made in this report are based on the assumption that soil conditions do 1. 10 Project No. 59145T-S102 Woodward-Clyde Consultants not deviate appreciably from those found in the test pits and borings. The recommendations are made for specific site development; if changes are expected or if any variations or undesirable conditions are encountered during construction, the geotechnical 'consultant should be contacted for further recommendations. We recommend that the geotechnical consultant review the foundation and grading plans to verify that the intent of the recommendations presented herein has been properly interpreted and incorporated into the contract documents. The geotechnical consultant should also observe the site grading to verify that soil conditions used as a basis for design are appropriate. This firm does not practice or consult in the field of safety engineering. We do not direct the contrac- tor's operations and cannot be responsible for safety of other than our own personnel on the site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the-owner if he considers any of the recommended actions presented in this report to be unsafe. Professional judgments presented in this report are based partly on our evaluations of the technical informa- tion gathered, partly on our understanding of the proposed S 11 Project No, 59145T-S102 Woodward-Clyde Consultants construction, and partly on our general experience in the geotechnical field. 'Our engineering work and judgments rendered meet or exceed the standard of care of our profes- sion at this time. 71 12 OCEAN STREET CEDAR AVENUE PROPERTY LINE A. 1 +1B ------------- 1. 2 EDGE:OF STRtJCTUREABOVE I 3 )IM 7PROPOSED"STRUCTURE 0 WHIRLPOOL ___7 EDGE OF 5' WIDE PUBLIC BEACH ACCESS GRAPHIC SCALE 0 10 20 (Qrt 1\ 7 SUN DECK SUN DEC.. 1 DECK RIP RAP PACIFIC OCEAN L E G E N D: -k- INDICATES APPROXIMATE LOCATION OF TEST BORINGS INDICATES APPROXIMATE LOCATION OF TEST PITS SITE PLAN BEACH TERRACE MOTEL DRAWN BY: ch I CHECKED BY: P I PROJECT NO: 59145T5102 I DATE: 121479 FIGURE NO: 1 W000WARO-CLYDE CONSULTANTS -'-.-- ----- .--- • Project No. 59145T-S102 Woodward-Clyde Consultants APPENDIX A FIELD INVESTIGATION Four exploratory -test pits and two test borings were made at the approximate locations shown on the site Plan, Fig. 1. The test pits were done by personnel from our firm on February 15, 1979, using a backhoe with a.24-inch wide bucket. The borings were drilled by personnel our firm on February 16 and November 29, 1979, using an 8-inch diameter, continuous-flight, hollow stem, power auger. Samples of the subsurface materials were obtained from .the borings using a modified California drive sampler (2-inch inside diameter and 2-1/2-inch outside diameter) with thin brass liners. The sampler was generally driven 18 inches into the material at the bottom of the hole by a 140-pound hammer falling 30 inches; the metal liner tubes containing the sample were removed from the sampler, sealed to preserve the natural moisture content of the sample, and returned to the labora- tory for examination and testing. Disturbed samples were also obtained, sealed in plastic bags,.and returned to the laboratory for examination and testing. The locations of the test borings and pits and the elevation of the ground surface at each location were estimated from the plan entitled "First Floor Plan" (scale: 1/8" = 1'), dated September 25, 1978, prepared by John P. Landry, Inc. Location Boring Number Elevation IDEPTH I IN FEET TEST DATAIuóyHER _1TE5T5 MpLE NUMBERJ I I SOIL DESCRIPTION - - 4_ 12 110 65 1 2 -am. Very dense, damp, brown silty sand (SM) WATER LEVEL At time of drilling or as indicated. SOIL CLASSIFICATION Soil Classifications are based on the Unified Soil Classification System and include color, moisture and consistency. Field descriptions have been modified to reflect results of laboratory analyses where appropriate. DISTURBED SAMPLE LOCATION Obtained by collecting the auger cuttings in a plastic or cloth bag. DRIVE SAMPLE LOCATION MODIFIED CALIFORNIA SAMPLER Sample with recorded blows per foot was obtained with a Modified California drive sampler 12" inside diameter, 2.5" outside diameter) lined with sample tubes. The sampler was driven into the soil at the bottom of the hole with a 140 pound hammer falling 30 inches. INDICATES SAMPLE TESTED FOR OTHER PROPERTIES GS - Grain Size Distribution CT - Consolidation Test LC - Laboratory Compaction UCS - Unconfined Compression Test Test P1 - Atterberg Limits Test DS - Direct Shear Test ST - Loaded Swell Test TX— Triaxial Compression Test CC- Confined Compression Test NOTE: In this column the results of these tests may be recorded where applicable. BLOW COUNT Number of blows needed to advance sampler one foot or as indicated. DRY DENSITY Pounds per Cubic Foot MOISTURE CONTENT Percent of Dry Weight NOTES ON FIELD INVESTIGATION 1. REFUSAL indicates the inability to extend excavation, practically, with equipment being used in the investigation. KEY TO LOGS BEACH TERRACE MOTEL DRAWN BY: ch I CHECKED BY: PROJECT NO: 59145T—S102 I DATE:12"13"79 I FIGURE Boring 1 ADoroximate El i'' DEPTH TEST DATA *OTHER SOIL DESCRIPTION MC DD F IN EET -13CTESTS Loose, moist, tan, fine to medium sand FILL Medium dense, moist, red-brown, silty, 23 1-1 fine to medium sand (SM) 5- 25 1-2 10_ Dense to very dense, moist, tan, silty, fine to medium sand (SM) 46 1-3 15- 20 1-4 Medium dense to dense, moist, light brown to white, medium sand (SP) 20- 62 1-5 Very dense, moist, white, fine to medium sand (Sp) 25 47 1 11-6 30] I I I I I I Bottom of Hole I'' For description of symbols, see Figure I LOG OF TEST BORING 1 I BEACH TERRACE MOTEL all jRAWNBVcth CHECKEDBY: C.F I PROJECTNO: 59145TS102 DATE: 12-13-79 FIGURE NO: '2 w W000WARD-CLYDE CONSULTANTS 9 110 101 i S,DS1B-3 0=28 C=440 psf 1B-4 15 Boring lB AoDroximate P1 471 IDEPTH TEST DATA SAMPLEIN *OTHER i SOIL DESCRIPTION 'MC DD 'BC FEET TESTS NUMBER 3 96 38 GS lB-S 20 3 97 64 GS 1B-6 25. 5 10156 Medium dense, moist, brown, fine to medium, silty sand (SM) Dense to very dense, moist, light brown to tan, fine to medium, silty sand (SM) Dense, moist, tan to white, medium sand (SP) Very dense, moist, tan to white, medium sand (SP) lB-i 5 7 113 1 17' GS 1B-2 Bottom of Hole 30 3 J I I For description of symbols, see Figure LOG OF TEST BORING lB BEACH TERRACE MOTEL DRAWN BY: ch CHECKED BY: CF I PROJECT NO: .59'145T-SI2 I DATE: 121379 FIGURE NO:A-3 W000WARD-CLYDE CONSULTANTS ...,t.. . .....-..aa.j)n....Ca... ,...gj .,_.. .aa&s.. . -• #.. -. .r. —t - 2 Oq 3 • 3 For description of symbols, see Figure Test Pit 2 1DEPTH IN TEST DATA OTHERJ I SAMPLE SOIL DESCRIPTION -- *MC I DD BC FEET TESTS NUMBER LOr, OF TEST PIT 2 BEACH TERRACE MOTEL DRAWN BY: Ch I CHECKED BY: CF I PROJECT NO: 59145TS102 DATE: 12-13-79 I FIGURE NO: A4 W000WARD-CLYDE CONSULTANTS 5 10 15 20 25 Test Pit 3 Approximate El. +34' IDEPTH I TEST DATA 'BC d*OTHE-]R SAMPLE SOIL DESCRIPTION 'MC 'DO TESTIN FEET NUMBER For description of symbols, see Figure LOG OF TEST PIT 3 BEACH TERRACE MOTEL DRAWN BY: Ch CHECKED BY: Cf I PROJECT NO: 59145T-S102 DATE: 12-13-79 FIGURE NO: A—S W000WARD-CLYDE CONSULTANTS • •• • - - .•- - .-•- - •_ • - • - - 5 1 1 (SP) Test Pit 4 Aooroximate E1.+13' DEPTH TEST DATA J*OTHER SAMPLE SOILIN DESCRIPTION *MC DD BC FEET TESTS NUMBER For description of symbols, see Figure LOG OF TEST PIT 4 BEACH TERRACE MOTEL DRAWN BY: ch CHECKED BY: CF I PROJECT No: 59145T5102 J DATE: 121379 FIGURE NO:A-6 W000WARD-CLYDE CONSULTANTS - ,.-. - a-. - -- _-....- ----------------. - 5 10 fl 15 Test Pit 5 Aporoximate El. +14" 1DEPTH IN 1 TEST DATA 'OTHER' SAMPLE SOIL DESCRIPTION MC DD BC L FEET TESTS NUMBER I-or aescription of symbols, see Figure LOG OF TEST PIT 5 BEACH TERRACE MOTEL DRAWNBY: ch I CHECKEDBY: Cf I PROJECTNO: 59145TS102 DATE: 121379 FIGURENO:A7 W000WARD-CLYDE CONSULTANTS .- Project No. 59145T-S102 Woodward-Clyde Consultants APPENDIX B LABORATORY TESTS The materials observed in our test borings and pits were visually classified and evaluated with respect to strength, swelling and compressibility characteristics, dry density, and moisture content. The classifications were substantiated by performing grain size analyses on samples of the soils. The strength of the soils was evaluated by per- forming a direct shear test on a selected sample and by considering the density and mositure content of the samples and the penetration resistance of the sampler. The results of tests on drive samples, except for the grain size tests, are shown with the penetration resis- tance of the sampler at the corresponding sample locations on the logs (Figs. A-2 through A-7). The grain size distri- bution curves are shown on Fig. B-l. 10 - . . . - U U U U APPENDIX C SPECIFICATIONS FOR CONTROLLED FILL I. GENERAL These specifications cover preparation of existing surfaces to receive fills, the type of soil suitable for use in fills, the control of compaction, and the methods of testing compacted fills. It shall be the contractor's responsibility to place, spread, water, and compact the fill in strict accordance with these specifications. A soil engineer shall be the owner's representative to inspect the construction of fills. Excavation and the placing of fill shall be under the direct inspection of the soil engineer, and he shall give written notice of conformance with the specifications upon completion of grading. Deviations from these specifica- tions will be permitted only upon written authorization from the soil engineer. A soil investigation has been made for this project; any recommendations made in the report of the soil investigation or subsequent reports shall become an addendum to these specifications. SCOPE The placement of controlled fill by the contractor shall include all clearing and grubbing, removal of existing unsatisfactory material, preparation of the areas to be filled, spreading and compaction of fill in the areas to be filled, and all other work necessary to complete the grading of the filled areas. MATERIALS Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the soil engineer, is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 24 inches in size and shall contain at least 40% of material smaller than 1/4 inch in size. (Materials greater than 6 inches in size shall be placed by the contractor so that they are surrounded by compacted fines; no nesting of rocks shall be permitted.) No material of a perishable, spongy, or otherwise improper nature shall be used in filling. Material placed within 24 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted fill and soaked under an axial pressure of 160 psf. I. Representative samples of material to be used for fi l l shall be tested in the laboratory by the soil engineer i n order to determine the maximum density, optimum moist u r e content, and classification of the soil. In addit i o n , t h e soil engineer shall determine the approximate bea r i n g v a l u e of a recompacted, saturated sample by direct shear t e s t s o r other tests applicable to the particular soil. 4. During grading operations, soil types other than those analyzed in the report of the soil investigation ma y b e encountered by the contractor. The soil engineer s h a l l b e consulted to determine the suitability of these soils. IV. COMPACTED FILLS 1. General Unless otherwise specified, fill material shall be compacted by the contractor while at a moisture conte n t n e a r the optimum moisture content and to a density that i s n o t less than 90% of the maximum dry density determined i n accordance with ASTM Test No. D1557-70, or other d e n s i t y test methods that will obtain equivalent results. Potentially expansive soils may be used in fills bel o w a depth of 24 inches and shall be compacted at a m o i s t u r e content greater than the optimum moisture content f o r t h e material. 2. Clearing and Preparing Areas to be Filled All trees, brush, grass, and other objectionable m a t e r i a l shall be collected, piled, and burned or otherwise d i s p o s e d of by the contractor so as to leave the areas that ha v e b e e n cleared with a neat and finished appearance free from u n - sightly debris. All vegetable matter and objectionable material shal l be removed by the contractor from the surface upon w h i c h t h e fill is to be placed, and any loose or porous soils s h a l l b e removed or compacted to the depth shown on the plans. T h e surface shall then be plowed or scarified to a minimu m d e p t h of 6 inches until the surface is free from uneven feat u r e s that would tend to prevent uniform compaction by th e e q u i p - ment to be used. (c) Where fills are constructed on hillsides or sl o p e s , t h e slope of the original ground on which the fill is t o b e placed shall be stepped or keyed by the contractor a s s h o w n on the figure on Page 4 of these specifications. T h e s t e p s shall extend completely through the soil mantle and i n t o t h e underlying formational materials. (d) After the foundation for the fill has been cleared, plowed, or scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content, and compacted as specified for fill. Placing, Spreading, and Compaction of Fill Material The fill material shall be placed by the contractor in layers that, when compacted, shall not exceed 6 inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain uniformity of material in each layer. When the moisture content of the fill material is below that specified by the soil engineer, water shall be added by the contractor until the moisture content is as specified. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is as specified. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted by the contractor to the specified density. Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable com- pacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area, and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. The surface of fill slopes shall be compacted and there shall be no excess loose soil on the slopes. V. INSPECTION Observation and compaction tests shall be made by the soil engineer during the filling and compacting operations so that he can state his opinion that the fill was con- structed in accordance with the specifications. The soil engineer shall make field density tests in accordance with ASTM Test No. D 1556-64. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer or portion shall be reworked until the specified density has been obtained. VI. PROTECTION OF WORK During construction the contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He shall control surface water to avoid damage to adjoining properties or to finished work on the site. The contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. After completion of grading and when the soil engineer - has finished his observation of the work, no further excava- tion or filling shall be done except under the observation of the soil engineer. Strip as specified - - Original ground - Slope ratio = N M M I - Fill Slope to be such that sloughing or sliding does not occur Remove all topsoil . L. B I I See note Varies See note NOTES: The minimum width of "B" key shall be 2 feet wider than the compaction equipment, and not less than 10 feet. The outside edge of bottom key shall be below topsoil or loose surface material. Keys are required where the natural slope is steeper than 6 horizontal to 1 vertical, or where specified by the soil engineer. 4