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HomeMy WebLinkAbout2623 OCEAN ST; ; 86-200; PermitI hereby affirm that I am exempt from the Contrac-tors License Law for the following reason (Sec. 7031.5 Business and Professions Cede: Any city or county which re- I quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap pticant for such permit to tile a signed statement that he is I licensed pursuant to the previsions of the Contractors License Law ( Chapter 9 commencing with Section 7000 of Division 3 o the Business and Professions Code) or that is ox' I empi therefrom and the basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub' ucla the applicant to a civil penalty steel more than live hun- dred dollars ($500). It I, as owner of the property, or my employees with wages I - as their sole compensation, will do the work, and the Strec-lure is not intended or offered for sale (Soc. 7044, Business and Professions Code: The Contractor's License Low does I 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 intend-: I ed or offered tsr sate. It, however, the building or improve- ment is sold within one year of completion, the owner-builder will have the burden 01 proving that he did not baud or im- prove for the purpose of sale). fl'l, as owner 01 the property, am exclusively contracting With licensed contractors to construct the project (Sec. 7044. I Business and Professions Code: The Contractor's License Law does not apply toss owner of property who builds or im-proves thereon, and who contracts tar each projects with a I contractor(s) license pursuant to the Contractor's License Law). • O As a homeowner lam improving my horns, and the follow- ing conditions exist: - - I. The work is being performed prior to sale. - I have lived in my home for twelve months prior to completion 01 this work: I - 'I have 051 claimed this exemption during the last three years. O lam exempt under Sec. 8 & P.C. for this reason - thereby affirm that I have a certificate 01 consent to1 selt.insurn. ore certificate at Workers Compensation in. serasce. or a Certified copy thereat (Sec. 3800, Labor Code) I - POLICY NO. COMPANY •. . I Copy , ii tiled with the city - El. Certified copy is hereby furnish - CERTIFICATE OF EXEMN FROM WORKERS COMPENSATpN INSURANCE I (Thin section need not be completed if the permit i - is for one hundred dollars ($1001 or less) 1 certily that In the ert0rmunce of the work for which this permit is issued. I shalt not employ any person In any munner no an to become Subject to the Workers' Compes- nation Laws of California. NOTICE TO APPLICANT: It, alter making this Certificate of Exemption, you should become subject lathe Workers' Compensation provisions of the Labor Code, you must - forthwith comply with such provisions or this permit shall I be deemed revoked. -' tur - 0 I hereby affirm that there is a construction tending I. agency for the performance of tho work for which this per. is loosed (Sec. 3097, Civil Code), - Lender's Name_________________________________ U) ic Ml 0 0' Z Ml -j Lender's Address - I APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS 'CARLSBAD BUILDING DEPARTMENT - APPLICATION & PERMIT 2075 La's-Palmas Dr., Carlsbad, CA 92009.4859 (619) 438-1161 ,308 ADDRESS AV.ST.RD, NEAREST CROSS ST. DATE OF APPLICATIONI -• a-7i ( 3 q BUS ICENSE # VALUATION - -. PERMIT NUMBER LOT I BLOCK SUBDIVISION LIgO CONTRACTOR x77/ OWNER'S NAME J;-__I*L'%ø CONTRACTORS PHONE $ Y 00 ZONE" CONTRACTOR'SADDRESS /_ gqig V_________ ___________________ OWNER'S PHONE 'Di /'V'J S,/Sii'b2öo kS _72J —/000 __________________ STATE LICENSE NO. BUILDING SO. FOOTAGE OWNER'S MAILING ADDRESS 7(0fl c /,J IDESCRIPTION 1. ________________ /DESIGNERS c- _q2DSf DESIGNER PHONE Ilao V - OF WORK 557 11 DESIGNER'S ADDRESS J*JD STATE LICENSE NO. 0007 04/30 0101 021dPmt" 3814.4 ibZ2.El F/P FLRELEV.I NO T OCCGP EDU STORIES I - YDNO -I I FIRE SPR RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I TYPE 0CC LOAD I - I I PARKINGSPACE I I I AREA I CONST I V 0 N 0 I V 0 NO I vO NO I Not Valid Unless Machine Certified OTY. PLUMBING PERMIT- ISSUE 7 57 OTY. MECHANICAL PERMIT - ISSUE 3 OO SUMMARY/ACCOUNT NUMBER - EACH FIXTURE TRAP, - INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER OVER 100,000 BTU . SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT IV F.. El 8DILER/COMPRESSOR UP TO 3 HP. , - PLAN CHECK 001-810-00-00-8821 - EACH GAS SYSTEM 1 104 OUTLETS - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001-810-00-00-8222 — • EACHGAS SYSTEM 5OR MORE - I R. 19 8— METAL FIREPLACE , ELECTRICAL - 001-810-00-008223 EACH INSTAL.. ALTER REPAIR WATER PIPE. I VENT FAN SINGLE DUCT MECH EXHAUST - HOOD/DUCTS . . V MECHANICAL MOBILEHOME 001-810-00-00-8224 001-810-00-00-8225 ''46 - t EACH VACUUM BREAKER I DtVELoPIN; WATER SOFTNER PROCE S*RELOCATIDN OF EA FURNACE/HEATER . - SOLAR ' 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE)- ' - STRONG MOTION 880-519-92-33 TOTAL MECHANICAL - - FIRE SPRINKLERS 001-810-00-00-8227 - - - • TOTAL PLUMBING PUBLIC FACILITIES FEE. 320 -' .$&9Z - BRIDGE FEE 1,4 360-810-00-00-8740 OTY. ' ELECTRICAL PERMIT - ISSUE OT . MOBILE HOME SETUP PARK-IN-LIEU (AREA #1/,4 ) NEW CONST EA AMP/SWTBKR - - CAR PORT V - TIF fr'/,4 134-810-00-00-8835 - - 1 PH . 3 PH , AWNING , LA COSTA TIF 133-810-00'00-8835 EXIST BLDG EA AMP/SWT/BKR - GARAGE • - •. - FMF 1 " • --.,3 PH - . -. .•. LICENSEJAX 41/_.,01810'O0.00-8162 - REMOD€I1:ALTER ,PE-R:ClRçUlT . . V - - 5k' "'- - M F F 880-51992'57 "" - TEMP POLE 200 AMPS , . __________ -. .' S - • V ____________________ OVER 200 AMPS - TEMP OCCUPANCY I3ODAYS) . -'' 's-' ••• ' ' •, ""l' ; '"' .., .' - - - - - CREDIT DEPOSIT,..- V \ '(312e S'> TOTAL ELECTRICAL .- , — - TOTAL , - - - TOTAL FEES PAYABLE — 3g19 93._. I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued byshe Building Official under the provisions of this * AN OSHA PET IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work CERTIFY UNDER,PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I 5'O" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date 01 Such STRUCTURES OVER 3 STORIES IN HEIGHT DECLARATIONS ARE TRUE AND COORECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS i permit, or if the building or work authorized by such permif is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUNTY .AND STATE LAWS GOVERNING BUILDING CON. abandoned at any timeafter the work is commenced for a priod of 180 daysSTRUCTION. WHETHER SPECIFIED HEREIN Oil NOT. I ALSO AGREE TO SAVE INDEMNIF, ..1. 'tN KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND A6PLICANT S G ER APPROVED BY DATE CONTRACTOR 0 - . . USE BALL POINT PEN ONLY & PRESS HARD 0 I hereby affirm that I am licensed under provieions of Chapter 9 (commencing with Section 1000) of Division 3 of the Business and Professions Code, and my license is in I full force and effect.- FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REQ. IF INSPECTORS CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH 'BOLTS SPECIAL MASONRY PILES CISSON8,- INSPECTOR'S N II t oYCS *JF, ,Lj /i .AIS J'6 TYPE DATE INSPECTOR BUILDING ' FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEIJNG SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING o SEWER AND BL/CO D 4L/CO UNDERGROUND 0 WASTE TOP OUT00-WASTE DWATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER O ELECTRIC UNDERGROUND UFFER ,15'ö7 j Jew - ROUGH ELECTRIC i J O ELECTRIC SERVICE 0 TEMPDRARY O BONDING 0 POOL MECHANICAL I O DUCT & PLEM., 0 REF. PIPING HEAT — AIR COND. SYSTEMS i VENTILATING SYSTEMS CALL FOR FINAL INSPECtION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 1000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby affirm that I am exempt from the Contrac- tors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- I quires a permit to Construct, alter, improve, demolish, or repair any Structure, prior to its issuance also requires the ap- plicant for such permit to tile a signed statement that he is - licensed pursuant to the provisions nt the Contractor's License Law (Chapter 9 Commencing with Section 7000 of - DiviSion 3 o the Bu5ions and Professions Code) or that in v- I empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to a Civil penalty 01 not more than five hun- dred dollars ($500). It I, as owner of the property, or my employees with wages I as their sole compensation. will do the work, and the struc- ture is not intended or offered for sale (Soc. 7044, Business and Professions Code: The Contractor's License Law does I not apply to as 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 intend' I ed or offered br sale. It, however. the building or improve-ment is sold within one year of completion, the owner-builder will have the burden 01 proving that he did not build or im-prove for the purpose of sale). I') I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or im- proves thereon, and who Contracts for each projects with a I Contractor(s) license pursuant to the Contractor's License Law). As a homeowner lam improving my home, and the follow. ing conditions exist: : 1, The work is being performed prior to sale. I have lived in my home for twelve months prior to completion of this work. - I have not Claimed this exemption during the last three years. - tam exempt under Sec. - B& P.C. for this reason w 0 -J I 0S 0 U a, 0, U, C USE BALL POINT PEN ONLY & PRESS.I4ARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 1 hereby affirm that I have a certificate or consent to sell-insure, or a certificate 01 Workers' Compensation In- surunce. or a certified copy thereof (Sec. 3800. Labor Code) I POLICY NO. COMPANY 0 Copy is filed with the City 0 certified copy is hereby furnished , I UI 0. . I CERTIFICATE OF EXEMPTION FROM O - WORKERS* COMPENSATION INSURANCE I In '(This section need not be completed if the permit I - is for one hundred dollars ($100) or less) lic UI 0 I ceflily that In the performance 01 the work for which this permit is issued. I shall not employ any person in any 0 manner sons to become subject to the Workers' Comport. I -- nation Laws of California. I NOTICE TO APPLICANT: It, after making this Certificate I of Exemption. you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall I be deemed revoked. , r 0 I hereby affirm that there is a construction lending I agency for the perbormonce 01 the work for which thin per. uJ 01, Wit in Issued (Sec. 3097, Civil Code) I Lender's Name ' I 01 L' Lender's Address...... — I CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 JOB ADDRESS AV. ST. AD. NEAREST CROSS ST. IDATE OF APPLICATION I BUSINESS LICENSE # VALUATION PERMIT NUMBER Oc.e.ckfl CjYeS ie I I L t -i ZONE LOT BLOCK SUBDIVISION ASSESSORARCEL NO. CONTRACTOR CONTRACTORS PHONE a PARCEL I I Iz %4Y ô 1_O I4 Lii) OWNER'S NAME OWNER'S PHONE NTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SQ. FOOTAGE .,1 ioo 4J ll444 1, I4c) OWNER'S MAILING ADDRESS Il_I I fc.4k Oays DESIGNER'S PHONE i __ c1415Z jq 0014 09/11 0101 02IdPmt 30.. DESCRIPTION OF WORK M __________ ____ -0[0JOr1!-wADDRESS STATE LICENSE NO. - ell, 4 1:~ -i ei La F/P FLRELEV. NO OCCGP EDU STORIES YO NO I PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD FIRE SPA I AREA CONST TO N 0 I YO NO rD NO Not Valid Unless Machine Certified OTY. PLUMBING PERMIT - ISSUE 7 -' QTY. MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP , INSTALL FURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT 001'810-00-00'8220 EACH BUILDING SEWER , OVER 100,000 BTU ' , - SIGN PERMIT 001-810-00'00-8221 EACH WATER HEATER ANDiOR VENT , BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8821 - EACH GAS SYSTEM I TO 4 OUTLETS , BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810'00-00-8222 EACH GAS SYSTEM S OR MORE- , - METAL FIREPLACE , ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE , - VENT FAN SINGLE DUCT . MECHANICAL 001-810'00'00'8224 — EACH VACUUM BREAKER . . MECH EXHAUST - HOOD/DUCTS . MOBILEHOME 001'810'00'00-8225 WATER SOFTNER - , RELOCATION OF EA FURNACE/HEATER SOLAR 001'810'00'00-8226 - - EACH ROOF DRAIN (INSIDE) , DRYER VENT . STRONG MOTION 880-519-92-33 , TOTAL MECHANICAL - = I I ' . FIRE SPRINKLERS 001-810-00-00-8227 ' TOTAL PLUMBING . : PUBLIC, FACILITIES FEE 320-810-00-00-8740 BRIDGE FEE 360-810-00-00-8740 QTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW CONST EA AMPSWTBKR - CAR PORT . TIF 134'810'00-00-8835 - I PH 3 PH . , AWNING . LA COSTA TIF 133-810-00-00-8835 EXIST BLDG EA AMPISWTIBKR GARAGE ' - FMF 1 PH 3 PH , , LICENSE TAX 800.00-8162 REMODELfALTER PER CIRCUIT . MFF dW54Y362jK j'j TEMP POLE 200 AMPS — OVER 200AMPS TEMP OCCUPANCY (30DAYS) 199 CREDIT DE1Q 0 CAPLS TOTAL ELECTRICAL . . ' TOTAL I PlII PRO • TOTAL FEES PA I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued bythe BuildIng Official under the provisions of this * AN OSHA PET IS REGIIIAWFOF&CAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void [I the building or work 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF I authorized by such permit is not commenced within 100 days from the date of such LJECLARATIONS ARE TRUE AND C000ECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building or work authorized by such permit is suspended or STRUCTURES OVER 3OffiES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNI V AND STATE LAWS GOVERNING BUILDING CON. abandoned at any time after the work is commenced for n period of 180 dayti. reassess I STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE - K APPROVED BY DATE WNER 0 CONTRACTOR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 fla GRANTING OF THIS PERMIT. is INSPECTOR I :••• 7gO( FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING I-BGI-1 STRENGTH BOLf S SPECIAL MASONRY INSPECTORS NOTES . p' - - ut • ._j d' '.Jt •• • S • ' I • i ! r'4 ' I OOT .G\ r-. j_.:..d• '; ••.r.•• , :•' I •. ------- TYPE DATE BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SlilEAR FRAME }______ EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BLICO 0 FL/CO UNDERGROUND 0 WASTE iJ WATER TOP OUT DWASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL o ELECTRIC UNDERGROUND £13 UFFER ROUGH ELECTRIC It O ELECTRIC SERVICE 0 TEMPRARY O BONDING 0 POOL MECHANICAL O DUCT & PLEM., 0 REF. PI9ING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECtION WHN AL.Ld ITEMS ABOVE HA- E EEN;APPR FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS PILES CAISSONS p City it yOrla'rlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 MISCELLANEOUS RECEIPT Job #42.'2 Address 9r\cç(. 0 0 O 0 0 o 0 El 0 0 0 0 MISCELLANEOUS FEE REEtPT PLAN CHECK FEE 00181000008806 -37p VALUATION DEMOLITION____________________________ HOUSE MOVING PARKS AND RECREATION FEE________________ PUBLIC FACILITIES FEE___________ SCHOOL FEE - DISTRICT_____________________ Carlsbad Encinitas_______________________ San Diego San Marcos CERTIFICATE OF OCCUPANCY______________ Owner Mailing Address City 10 r99 coniractor_r Address ô City I-.EII? 112ttQ I fi21- fV9 Slate Lic. S. Classit. City Lic. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION 'f)r — i4 1.A_Lf')iS C.19 • r2.2 I ASSESSORS PARCEL NO.4) - — c1X DESCRIPTION OF WORK y k1 o ' Gael PLAN ID NO. t: ? 1) () 0 DESIGNER ADDRESS 1('C9Z.. . PHONE '742- cf( TOTAL FEE _:3 7 CONTACT PERSON '\f)t1L..1. "<i.p'4( *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. OM MENTS: ) o'E.,;s ç TO, Siguiature of Applica-4-11'," or White -Applicant Ye44ow --tile Pink - (1) Finance (2) Data Process Gold - Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86200 DATE: 928-88 PROJECT NAME: ADDRESS: 2623 Ocean St PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: 1 CONTACT PERSON: John Helm CONTACT TELEPHONE: 942-1999 alideot / INSPECTED DATE OCT. 1 7 ioä1 ______ BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED . DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED 11 mew MUflCIl Water District COMMENTS: Engineerin'g Department (619) 438-3367 - — - Rev. 1186 WHITE: Suspense Water Dist t GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire - _•_.__,•• FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 6200 DATE: 23C3 • PROJECT NAME: ADDRESS: 2623 Occ3n St PROJECT NO.: __________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER-OF UNITS: 1 CONTACT PERSON: iod t1cl CONTACT TELEPHONE: . 1I d2-3t DATE * APPROVED ()L I DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE . BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED ' COMMENTS: 4 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtZSPINK-. PIa gGOLD: Fire - ,-.. '' FINAL BUILDING INSPECTION -' qo y PLAN CHECK NUMBER: 86200 DATE: 9-28-88 PROJECT NAME: ADDRESS: 2623 Ocean St PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: _____________________________ NUMBER OF UNITS: 1 CONTACT PERSON: John Helm CONTACT TELEPHONE: 3421999 - all dept INSPECTED DATE DATE ED: _____ IlAov _____ APPROVED _____ DISAPPROVED ________________________ INSPECT ____________ ______ BY: ________________________ ____________ ______ INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: APPROVED DISAPPROVED COMMENTS: IL Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK tnig GOLD: Fire - FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-200 DATE: 9-28-88 PROJECT NAME: ADDRESS: 2623 Ocean St, PROJECT NO.: ________________ UNIT NUMBER: ________________ PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: I CONTACT PERSON: John Helm CONTACT TELEPHONE: 9421999 all deut INSPECTED(j) 4 DATE MpgE/_(_ INSPECTED: ___________ APPROVED ______ DISAPPROVED BY: _________________________ _____________ ______ INSPECTED DATE INS APPROVED DISAPPROVED BY: ________________________ ____________ INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: OC/i / ii) ciit Cao ~1/X v%J ,tM 4(4'S'C4tP/dd M"( l747 72 1t24-c ,)E-n ,27 14 e,- 02029 SEP1988 Ej./Coiist. Rev. 1186 WHITE: Suspense BLUE: Water Dist( GREEN: Engineering ..C NARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION I PLAN CH , ECK NUMBER: 06200 DATE: PROJECT NAME: ADDRESS: 2623 Ocean St - PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: 9-28-81 TYPE OF UNIT: sfd NUMBER OF UNITS: I CONTACT PERSON: John Haim CONTACT TELEPHONE: 9421999 all deot INSPECTED DATE BY: ________________________ INSPECTED:oeP ______ DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN:-Ei CANARY: Utilities : Planning GOLD: Fire S —a • Dgas— AILY . . JOB NAME JOB NO 1 DATE TECH - LOCATION WENT ______________________ HOURS WEATHER EQt.F1VENT NC TEST LOCflON ELEVATION OR DEPTH DRY DENSITY. PERCENT MOISTIJRE MAXIMUM DENSITY RELATIVE COMPACTION coMMEp1Ts L S: 4.. d • . -J JM 4 ___ j ft tk L& t. .•.••- j ) I - • P — - :-. . • Jp wj : vc ( L ' .. . . • 'I.!. .!T _.;t-' • • , SOUTHERN CALIFORNIA BOIL AND TESTING INC. 6280 RIVERDALE STREET. P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (619) 280-4321 165 WEST ORANGETHORPE. PLACENTIA. CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (619) 346-1078 678 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 92025 (619)746-4544 JOB: SCST NO. 5.1. DATE Easterbrook Residence 8712299 1 12-02-87 ADDRESS: BLDG. PERMIT NO. PLAN FILE NO. 2623 Ocean Street, Carlsbad City of Carlsbad City of Carlsbad ARCHITECT: TYPE INSPECTION: . J. Helm Structural Steel Assembly . ENGINEER: MATERIAL INSPECTED: W Beams: •ASTM A36 - CONTRACTOR: Thy Corporation 11-12-87 1) On-site to witness fit-up and welding of column to beam-con- Don Ferguson nections as shown on sheet S'2: #W310 2) Verified welders certifications. Winessed the fit-up of 2-W16X31 cols. to anchor bolts at N.W. and S.W. corners of structral and the setting, fit-up and tacking of W16X31 beam between the 2 cols. located on street level. W16X31 beam to W16X31 cal. connections welded as per details 5/S3 at street Level and detail 4/S3 at top floor level. 2-W14X38 columns located at •N.E. and S.E. corners set and W16X36 beam welded to cols. as per detail 4/S3. RECEIVED DEC1617 CITY OF CARLSBAD Building flepartment DISTRIBUTION: (2) John Helm (1) City of Carlsbad SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY: David J. Aker, R. C. E. #26815 ESGILCORPORATION 9320 CHESAPEAKE DR., SUITE 208 9. (z- 31 2188 SAN DIEGO, CA 92123 (619) 5601468 DATE: ?IcANT JURISDICTION: OFILE COPY PLAN CHECK NO: SET: DUPS ODES IGNER PROJECT ADDRESS: '03 QYrJ Sr PROJECT NAME:___________________________ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. O The applicant's copy of the check list •is enclosed for the jurisdiction to. return to the applicant contact person. D The applicant's copy of the check list has been sent to: In Esgil staff didnot advise the applicant contact person that plan check has been completed. U Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone #________________ REMARKS: - )y:ZJTV\A IL4i.J Enclosures:0R,H4 ESGIL CORPORATION Datet_____ J u r i s d ictioQ42LtO Prepared by o Bldg. Dept. VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO. P(o2Oo Ca& BUILDING ADDRESS -2. (D a 3 OC.. J APPLICANT/CONTACT 5ô4.Y,L_-4(ELYV1 PHONE NO. 7 4r'a I3 BUILDING OCCUPANCY j2-5 DESIGNER PHONE ' TYPE OF CONSTRUCTION \j-t1 CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE t1 L_.WOO\Q.L _411,W2 . 4- _c5_Cs ___ 82.3' Air ConditioninE Commercial. Residential Res. or Comm. - FireSorinklers Total Value Building Permit Fee tç Plan Check Fee S $ CaM ME NTSt SHEET OF______ 12/87 ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: 6'28ô -- PROJECT ADDRESS: 2cZ ..57 PROJECT NAME: 457!TfZ , )2OO A JURISRILMIDN PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where 0M necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The p:lans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did -not advise the applicant contact person that tJ plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date Date contacted: Telephone # FE REMARKS: By : JJsM NJJk.AjJ Enclosures: IL CORPORATION V ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 560 1468 DATE: .57i' DAPPLICANT JURISDICTIQ'1 JURISDICTION: CITY OF CARLSBAD PLAN CHECKER 0 FILE COPY PLAN CHECK NO: 8' ZZ [)UPS PROJECT ADDRESS: 06P za Dc ci S7— O DESIGNER PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ~eo is The applicant's copy of the check list has been sent to: ,099 G L l 'J 6r I Wz (51. C,4-w i .1O 31...? U '+ 'Z-O 01 I C tQL5 0rL..% l'- 1 co Esgil staff did not advise the applicant contact person that plan check has been completed ori+vz.. rt4-1414 Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: Date contacted: Telephone # REMARKS: BY: vV , L. ENCL : (i)aE. ot,1urs ESGIL CORPORATION 2S3 jr PLAN cx NO. "(— JURISDICTION: CIT! OF CARLSBAD TO: OGL l$J Z (L rq-wii up 1?LflL Sut-r 1*- 2.01 Ci(.~Q) GL1. 9iva TELEIONEWO. 31-- i1 EWISUR: ) o uTL1- S, ()?YiA 112.3 OCL,q-K1. -r. PLAN COOMMOR r SThI.E PMW..Y AND 1XJPLC WELLThGS Date plans received by jurisdiction: ov.4I'oj, Date plans received by Esgil Corporation: r--ye) . ska , Date initial plan check completed: BY: VIA Applicant contact person: NJ & Telephone: CT 2 IG C O FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 USC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e. • plan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, ' Suite #208, San Diego, California 92123, (619) 560-1468. 2 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. / Indicate on the Title Sheet of the plans, / the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 1. 4 Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302 (c). 6 Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UtIC, and UPC and 1984 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 3/25/86 Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PI,xION Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). I. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed 4,ithin 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 12 Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke 'detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. /4. A smoke detector shall be installed in the "basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. C. ROM sIz, LIGHT, vrm.ATIoN Aim GLAZING Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the (floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms %iust be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). ,/At least 1/2 of the common wall must be pen and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 9. Required windows shall not open into a (roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). 2/. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, ,lhall be less than 71 0" in any dimension. Section 1207 (c). 23# Show that ceiling height for habitable 6oms is a minimum of 716". Section 1207 (a). i .Show ceiling height for laundry rooms, llways, corridors, and bathrooms is a minimum of 710". Section 1201 (a). Dimension on the plans, the 30" clear width for water closet compartments and V." clearance in front of water closet. Section 511 (a). 25 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. ?and Glazing, in the same wall plane as a door, t be safety glazing if within 12" of the door less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 1. Glazing in shower and tub enclosures shall 'be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2,/. Sleeping rooms shall have a window or 'exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. ZY A mezzanine is an intermediate floor and not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a 'mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Op1 04 )JO.() j oc S 3 3/25/86 D. X.LIS. SIAIIiAYS, AND RAflThGS Floors above the second story shall.have Ot less than 2 exits. Section 3303 (a). Required exit doorways shall be not less /than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 3 Provide 36" high protective railing for porches, balconies, and open sides of stair landings. enings between railings shall be less than 6". Section 1711. Show how guardrail connection details are &dequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. /A~. Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 616". C. Minimum width is 30". 36 All1 handrails per Section 3306 (i), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 4 3/25/86 Every stairway landing shall have a /dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing /provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). 3 A door may open inward at the top step of a /tairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway (complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. Provide spiral stairway details, per ection 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. 4 . Spiral stairways may not be used for qquired exits when the area served is greater than 400 sq. ft. Section 3306 (f). Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). t Provide I.C.B.0. Research Report and Number or metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, provide 3/14 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). j6. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 347. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (in). K. ROOP33G )f' Specify roof slope. Roof slope is not adequate for roof type 'specified. Table 32-B; Section 3203 (h). 0. Specify roof material and application. /chapter 32. 5 . Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. Tk The maximum Slope for a fire retardant roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. 5 . The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof /slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. / 55. Show roof drains and overflows. ection 3207. / 56 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Tt Q(YC4 Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. ,5( Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONRY 59 Provide fireplace construction details orA note oomtxuctn to be per at&'' 4:1 standard draizing. chapter 37 Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. tC.H3,O to 5 3/25/86 Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 1414 (a) 8. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARAGE AND CARPORN 6.Garage requires one-hour fire protection on 'the garage side of walls and ceiling common to .the dwelling. Table 5. B. Section 503 (d). 67 All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). ,41 Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a /room used for sleeping purposes. Section 1104. /equire Openings between carport and residence self-closing doors and stationary windows. Section 1214. 7 . Show garage framing section, size of header /over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. Doors may open into the garage only if the If loor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). 73 Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H. 7 Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. Provide notes on the foundation plan lusting the soils report recommendations for foundations, slab and building pad preparation. a P???Zo1)y1t. cr-s fl2,u5 i-r &:W2. V4 '<) ' L. 6 3/25/86 77 The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". Show height of all foundation walls. Chapter 23. 79 Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). 94. Show minimum underfloor ventilation equal Floors to 1 sq. ft. for each 150 sq. ft. of underfloor Sumorted* Steinwall Width DeDth area. Openings shall be as close to corners as 1 6" 12" 12" practicable and shall provide cross ventilation 2 all 15" 18" on at least two approximately opposite sides. 3 10" 18" 24" Section 2516 (c). *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 'PrO 01 b r1 41 Lo iW 0 P-J (O u s7 u, v S. 7 3/25/86 Specify that posts embedded in concrete 104. Show 1/2" minimum clearance between top shall be pressure treated per UBC Std. No. 25- plate of interior partitions and bottom chord of 12. Section 2516 (c). trusses. (To ensure loading will be as designed). I. PRA)UNG 105. Show double top plate with minimum 48" Show wall bracing. Every exterior wood lap splice. Section 2517 (g) 2. stud wall and main cross partition shall be braced at each end at least every 25 feet of 106. Show nailing will be in compliance with length with 1 x 4 diagonal let-in braces or Table 25-Q. equivalent. Section 2517 (g) 3. 107. Show or note fire stops at the following Note cross bridging or blocking. Floor locations per Section 2516 (f): joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not a. in concealed spaces of stud walls and exceeding 8 feet, unless both edges are held in partitions, including furred spaces, line. Sec. 2506 (g). at the ceiling and floor levels and at 10 foot intervals along the length of Show blocking at ends and at supports of the wall. floor joists, and for rafters at exterior walls. Section 2517 (d) 3. b. at all interconnections between concealed vertical and horizontal Show solid blocking at ridge line and at spaces such as occur at soffits, drop exterior walls on trussed roofs. ceilings and cove ceilings; Section 2506 (g), Section 2517 (h). C. in concealed spaces between stair Show double joists. Floor joists shall be stringers at the top and bottom of the doubled under bearing partitions running run and between studs along and in parallel with the joists. Section 2511 (d) 5. line with the run of stairs if the walls under the stairs are unfinished; Bearing partitions, perpendicular to and joists, shall not be offset from supporting girders, beams, walls or partitions, more than d. in openings around vents, pipes, the depth of the joist. Section 2517 (d) 5. ducts, chimneys, fireplaces and similar openings which afford a Show rafter ties. Rafter ties shall be passage for fire at ceiling and floor spaced not more than 4 feet on center and be levels, with noncombustible just above the ceiling joists, where rafters and materials. ceiling joists are not parallel. Section 2517 (h) 4. 108. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and Show rafter purlin braces to be not less 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 than 45 degrees to the horizontal. x 6 max. 201. Table 25-R-3. Section 2517 (h) 5. 109. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 8 3/25/86 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (is). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). Show 3"-x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 9 3/25/86 Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" o.c., require 3ea. 2x40r2ea. 2x6or2 en. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o • c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) Ie. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Section 3305 (b). Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MEANICAL 14. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 'V e 4 Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. As 4 . Furnace shall not be installed under any irway. Section 704, UMC. 14 . Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. 1 . Show I.C.B.0. approval number for prefab fireplace. 145 Show access to the attic or underfloor urnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 46 Note that passageway to the attic furnace s 11 be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 13 . Show the size, location and type of all heating and cooling appliances or systems. 3 Show source of combustion air to furnace, per Chapter 6, UMC. 13 . Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC, Section 1211. 10 3/25/86 147 Show permanent electrical outlet and ighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 f for furnace under the floor, or Section 710 for roof or outside furnace. C4)i Note on plan: Gas vents and tible piping passing through three orsorless shall be effectively draft stoed at each floor or ceiling. USC, Section 1706 (a) 6. K. ELIC&L (NATIONAL KXCMCfiL MM) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. Pl' Show location of all electrical ptacles. ('157/ Electrical receptacle locations and/or / spacing is not adequate in T2J) Show at least one convenience outlet other /than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. le Note convenience outlets in bathrooms, /outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. 1) Note electrical system ground to be rovided per NEC, Art. 250-81. L. PLIJMB]11 (UNIVuJ4 PLIJNBThG OM 156. Show water heater size, type and location on plans. UPC, Section 1310. i4. Show source for providing combustion air O fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. i4'. Provide adequate barrier to protect water eater from vehicle damage. UPC, Section 1310. O6 . Show I and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). ,34. Provide dryer vent to outside. UMC, Section 1903. P6 . Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. )63. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). IL MISE ThLATION (1IJPL) Show details of duplex common (party) /walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. 4 Show how penetrations of assemblies for j,iping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Z Provide insulation in walls and ceiling to chieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 17 The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans f conformance as follows: S(1tu) 114.& &L,T2 t.J)2_ Hn s. n-w an) Twio- -[I4G %J ?Wt Ou~s ( - U N. ENGY iszxvAiI0N: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. Ppa Show on the Title Sheet of the plans, the ired elements of the alternative energy ckage that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. 168 The plan sheet showing the required e ements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. 3 9- Show on the plans the "R" value for the 4alls, floors, ceiling and related areas. 1,7g. Show double glazing as per Energy Design, 6n Glazing Schedule. /7 . 3 . Show on the plan how shading requirements ar satisfied. 12 3/25/86 mand Specify on the building plans all of the atory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 17 . Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & IJPLRE SBPPLENT Energy conservation design should be for Zone 7 • See attached energy packages. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed (or future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be Installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). e All piping for present or future solar er heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on .he attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 182' Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 4O283 2.. 3 ' 1ddj . All new residential buildings, including tions, require a soils report. Please submit two copies. 184. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 18 . Please see additional corrections, or remarks, on the following page(SL @Lc-o) The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your projec ?aIncheck e any questions regarding these t please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: Oo±LET-S fevZ fl233 \arfu11' I t4i4Q L a-r 6 'o c -z.kA 2.4-?w L'tLt PtoDL Cv-LCS 3 2.co 12 1 %715 un. 4-t. Wn..i. C cx.O irva rc T L...' Bi c L C. S . 13 3/25/86 Date* 4/fm 1 Prepared by CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgi]. PLAN CHECK NO.c'2QD —Z— BUILDING ADDRESS ZCD Z3 APPLICANT/CONTACT 7_Li'6. BUILDING OCCUPANCY -J23. vvl TYPE OF CONSTRUCTION PHONE NO. 94-'z DESIGNER PHONE_____________ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE z-1a LA :ri o )e1 iJ-G.J€— Air Conditionine Commercial Residential - Res. or Comm. Fire_SDrinklers Total Value Fee Adjusted To Reflect 0 nerqy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee $ $ COil 11NTS 8/4/82 Z. 0 PLAN CHECK NUMBER ?O - ADDREESS lz DATE PLANNING ___ ENCINITAS CARLSBAD SAN MARCOS ' SETBACKS: FRONT 0 5A&1C14 SIDE -51 ix VAMP DISCRETIONARY ACTIONS:_________________ REAR 04 — (U, SCHOOL FEES: SAN DIEGUITO REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED: ADDITIONAL OK TO ISSUE: DATE: A'S' S''S ------- S''j,' S'S'S'S''pS '.'j's's'n..,g. ENGINEERING LEGAL DESCRIPTION VERIFIED?_ieG.— -- APN CHECKED? P.F.F.:(t41AAA.Q.(Q PARK-IN-LIEU QUADRANT: MA1 FEE PER UNIT:__________ RIGHT_OF.WAY:21(.Lz: TRAFFIC IMPACT PEE PER EASEMENTS:'7iexL _______________ DRIVEWAY: j,.Q ,uJ- - ____________________ IMPROVEMENTS: fv','7 4 ,4L M.) FIELD CHECK DATE:_______________ INITIALS: E.D. U.: SEWER: LATERAL: INDUSTRIAL WASTE PERMIT: GRADING PERMIT:— F lywaW - GRADING COMPLETION CERTIFIED:____________ DRAINAGE: c ô 0 d1.i ____ ADDITIONAL COMMENTS: a& 'heJA0 1)211 DF'DZ:OFD6:01/86 STRUCTURAL CALCULATIONS ..;:. j;•. EASTE.RBROOKS & CLIFTON 2623 OCEAN ST. CARLSBAD,CA. F HN A.LA. ARCHITEcT, INc. 7682 EL CAMINO 1(A1. Sulk 201 • CA(?ISBAD • CALiFO1NlA 92006 1619)942199Q W*SD*M.. • •IIW MI-?P MVP4U 1C11/$UW D/avmL (MNOSM4/WM ENGINEERING W.SDIt EASTERB.ROOK & CLIFTON 10 _________ 17S5 SKY PARK CIRCLE DN DATE____________ IRVINE,CA92714 ('ARISPAn ('A irii ic tb$ (714) 261-0477 11 ' 1 ,F C' ILJS'JL 12.0 I9L rL KAI too1 3.0 • co t_c • .• jic, K (406 * 'co rsr- iaa _I63 W.S.D.M. EASTERBROOK& CLIFTON £S b.36 17095 SKY PARK CIRCLE ND _DOM hi. IIVINE,CA92714 CARLSBAD.CA. (714) 281-0477 14 1bLi. Lot f(' 3$L4 -I(. c. I4- 1o11,.S 16'. 4- 3G ftLLc 5 n1,o# to1ic/tc6 Op/øc 4'3 'o Lot =• t- -- - tCt'OC.. EAST E RB ROOK & CL I FTQN IMIS SKY PAM CIRCLE OW DAM - _6 IIVINE,CA02714 • DUIGN ________ (714) 2010477 ,MnLOBAD% CA. - 11W. I . • çVtI. I . - I c'-" • PS • IMS SKY PARK CIRCLE -D' EASTERBROOK CLIFTON I1VINE,CA92114 I' DME (714) 2010477 JMnLoBADS CA. - e.w. 4 a-:. • .• ____________ • TO] _ t • e1 / 9 4V Trwecv, B'f I_ry 'i.4'_' • ft to avto- ' f '3 571 Vbo 14° 9 Ce j tUh4A I 'tO " Pt, oco A- .!9 w I 0 r 10 SrA040 co &c. ff 51'11mi Actg7 W.SDI4 EASTERBROOK 13 CLIFTON axis 17115 SLY PARK CIRCLE D" D..M. IRVINE,CA92714 CARLSBAD CA. ... p (714) 2010477 P = c * ro •- '3-1 '. M €c4-ø lie •Gr t4o.IpcU C.) IV I LA I..-. • XG 17115 SLY PARK CIRCLE "D EASTERBROOK & CLIFTON OMAN 11VINE,CA92714 (714) 201-0477 ¼,M rcLB AD CA .4 .1 . . OL JL • • W.S.DI4 EASTERBROOK & CLIFTON 'OR __________ 17$5 SLY PARK CIRCLE D" I2V1NE,CA92714 . CARISPAfl ('A . _,,i# - SHEET. ry LvL. 14. lo- . (714) 201-0477 q 'LiI' C &1- &'tcc: #c- 4,i4 '74.5 EAST E RB ROOK & CLIFTON OVINE, CA 92714 (714) 2610477 CARLSBAD. CA y. v A 5TI4A1 07 5* Ar .•a( V '.j On CA 92714 1785 SLY PARK CIkCLE V OE Li.M aVI £ ASTE RB ROOK 8 CLIFTON ___________ NE, (714) 2010477 CARLSBAD CA . eeluT.9 t 1 -L - 4. - Gal W.S.M. EASTERBROOK 8 CLIFTQN ° _______ 171$5 SET PARK CIRCLE DN CA IRVINE, 92714 DEl (714) 261-0477 CA R LS B AD, CA. ID LtC. 'ZI ca L 4q 13 WALL, JQ jfq 7 e2&' Ar 20', OSA I I of 1 4p/ 1'~. A -7 , It M44' A Jo 13A W.S.D.M. EASTERBROOK 8 CLIFTON DAM mamo __________ 178 5 SKY PAM CIRCLE D" D..M. IRViNECA92714 CARLSBADI CA. - O. ii (714) 2810477 ir' w. i.I4/'t. :.f Jr & 0 4 64' 4; I4p. -- C I' ( 1.5a --Ism AA(i 1 pcfl- I'5 (I !407 os ?"F Ar. A "I Scç/( A W.S.M. EASTERBROOK&CLFTON 10 17005 SKY PARK CIRCLE D" UVIM CA 92714 12 (714)201-0477 CARLSBAD. CA. - sw Pjcr1. p ••• 1I .•Iw S) t*J144% • • • pg .. ., /.cfc~ Lf • • tsJ1 .. Q S4 c IT I '2'2. r- Il,-c5,' , WA.L. I I • ,tr 'w.x 1,(It/ c.c -t. f'1vr i-'i : • • 0-7 • • ______ 17665 SKY PARK CIRCLE "D" E AST E RB ROOK & CLIFTON DATE IRVINE,CA92714 "A t' (714) 261-0417 LoB AD CA1 ve'v'.. * : • jJ,4L t I Ar0 8 2'4 z.. 'L 2.. MGeIte 7llc-4 UYLtf I A boo A &aL_ I - - r:(oopt. eidcc . 6I3 W.S.D.M. EASTERBROOK8 CLIFTON _________ memo 17685 SLY PARK CIRCLE D" 0 M IRVINE, CA 92714 CA R LS B AD, CA. (714) 261O477 x if - Fl o. t''I211..'2- Lict \Aj ALL- c', i'(t fZcO ,c1c rtCoP'.. ,(c.. L AM W.S.D14. EASTERBROOK& CLIFTON uses SKY PARK CIRCLE OW mom 5..M. IRVINE,CA92714 CARLSBAD. CA. - ... is (714) 201-0477 Mqwmm~ (D 2I bKL4<1t I W W.S.M.xm EASTERBROOK&CLIFTON OAM 17185 SLY PARK CIRCLE D" MVINE, CA 92714 01801 - CARLSBAD, CA. 11W. (ô - (714) 26I0477 .• 1140 wm L ps 115 Lam ROc'V. $ sD cV— IOlLtI. 1'bc I .3 4. SCg4'' 9A-r i 44c t4 W.SD.M. EASTERBROOK&CLIFTOI,1 17115 SLY PARK CIRCLE "D' IRVINE,CA92714 CARLSBAD. CA. - 17 (714) 2010477 W.S.M. 17$85 SKY PARK CII<CLE D" IRVINE, CA 92714 (714) 301-0477 Il 4'-0" RETAINING WALL - LEVEL BACKFILL WAIL® A.S.P. = 1000 PSF E.F.P. = 30 VIN WALL =30x4.52 /2 =304 MIN WALL =30x4.53/6 =455 b = 12" d = 5.25 f = .027 k = 16.9 As (required) = .0009 x 12 x 5.22 .06 #4 @ 32" O.C. VAT BASE =30x 5.52/2 ...454 M AT BASE = 30 x 5.5/6 = 832 TRY 2'-3" WIDE FTC. DL RM = WALL = 84 x 4.5 = 378 x 1.42 = 536 =F7C. =150x2.25x1337x1.13 = 382 EARTH 100x .5x4.5225x2 = 400 946 1368 F.S. = 1368/832. = 1.6 a = 1368 - 832/946 = .57 fsoil = 2 x 946/3 x .57 = 1106 PSF V TOTAL RESISTANCE = /4 x 946 + (1/2 x 150 x 1.5) = 547/454 = 1.2 2'-3" FTC. W.S.D.M. EASTERbROOK & CWTQJ __________ -23-86 17U5 SKY PARCIkCLED"QATK __________ I*VINE. CA 92714 17I1% CA R LS B A D CA ________ - - 21,Ua17 6'-O"RETAINING WALL - LEVEL BACKFILL WALL A.S.P. • 1000 PSF E.F.t. 30 CF V IN WALL - 30 x 6.52/2 w 634#/ft. M IN WALL w 30 x 6.51/6 a 1373ft#/1 b a 12" d a 9.00" F .081 16.9 As (req4ired) w .00096 x 12 x 9 m .103"1/ft - #4@24"0.C. .0011 z 12 x 9 .12 V AT BASE • 30 x 7.51/2 844#/ft. N AT BASE • 30 z 7.5'/6 • 21091 L#/1 TRY. 3'ä". WIDE FTC. DL RN • WALL. 133 PSF x 1.5=-'200 x 2.5 5004, 84PSFx5.0420 x 2.66-1117 FTC. - 150 ?CF x 3.8 525 x 1.75 918 150 PCF x .83- 125 x 1.5 - 187 EARTH - 100 PCF x 325 x 3.25 - 1056 - - 100 PCF 1.6 167 x 2.80 • 467 1762 424 F.S. • 4245/2109 • 2.00 4245-2109/172 1.21 1.75-1.21 - .55 tsoil • 2 x 1762/3 x 1.21 - 970 V TOTAL RESISTANCE: - (.4 x 1762) t 1/2 x 150 PCF x (2.33)' - 703#/1 + 407 -1111#/1/844 - 1.33 3'6" FIG tlfa 1 A 17$$5 SKY PARK CIRCLE "D" LAST C RB ROOK & CL. I F TQ 6 IRVINE, CA 92714 CA R LS B AD I'A (714) 2UI-0477 - - 81_0il RETAINING WALL - LEVEL BACKFILL.. WAO A.S.P. = 1000 PSF E.F.P. 30 PCF V IN WALL = 30 x 8.52/2 = 1084 M IN WALL= 30 x 8.5/6 = 3071 b=12" d=9 f=.081 k = 37.9 As (required) = .0023 x 12 x 9 = .25 #5 @ 16" O.C. VAT BASE =30x9.52 =1354 MAT BASE =30x9.53/6 =4287 TRY 4'-6" DLBI'l=WALL = 133x3.52 84x5 =FrC. = 150x4.5 EARTH = 100x8 = 466 x 3.5 = 1631 = 420 x 3.66 = 1537 = 675 x 2.25 = 1518 = 800x4 = 3200 2361 7886 F.S. = 7886/4287 = 1.84 a 7886 - 4287/2361 = 1.52 e .73 f soil = 2 x 2361/3 x 1.52 = 1035 V TOTAL RESISTANCE = .4x2361+1/2x150x2.52= 1712/ 1354 = 1.04 .4'-6" FD. W.S.DM. EASTERBROOK & CIFTQN 17085 SKY PARK CH<CLE "D" o€8aQN __________ LBVINA CA 92714 CARLSBAD (714) 201-0477 CA. - 101-0" RFAINING WALL - LEVEL BACKFILb A.S.P. = 1000 PSF E.F.P. - 30 PCF M IN WALL 30 x 103/6 = 5000 a = .31in2 12" cONC. 35 @ 8" O.C. VERT. V AT BASE = 30 x 11.52/2 = 1983 MAT BASE =30x 11.5'/6 = 7604 TRY 5'-6" WIDE M. DLRM= WALL = 133x 5 84x 5 =Frc. = 5.5x 150 =EARTh 100x10 = 665x4 = 2660 = 420x4 = 1680 = 825 x 2.75 = 2269 = 1000x5 = 5000 2910 11608 F.S. = 11608/7604 = 1.52 a = 11608 - 7604/2910 = 14 e 135 f = 1385 V 1TJLAL RESISTANCE = .4 x(2910 + 1000) 5 x 150 x 2.52 = 1564 x 469 = 2.33 W.S.D.M. EASTERBROOK&CLIFTQN 86 17$85 SKY PARK C1kCLE "D' QATk - flN - IRVINE, CA 92714 CARLSBAD_CA. (714) 201-0477 L 1 1... •:. •..Ji:LriY: .: ciry OF CARLSBAD r l...Lii..!t/ BUILDING DEPARTMENT JOHN HELM, ARCHITECT, INC.. MEMBER A.I.A. 7682 EL CAMINO REAL, SUITE 201 CARLSBAD•CA 'PO 11.'PHONE: 619/S42%9j IRE: PERMIT NO. 86-20'O B 23 OCEAN STREET MAPi e_foll94ing_changes_ha.ve_ been_niadetc these_p. nz_dur4n © nstructirn which wr would lire to have approved Do to the fact that the plans were priginally drawn n1 1980 e hour c'onstruction was shown. Since this is no longer :equired any requirement forl one hourJ construction should be eliminated xcePt.forf.the....arae_sePar.at.ion._• •' . Ii. This would include the drywall called out on the North and South walls. I • I 2. And the 4x4 blocking callecF out for the roof trusses which was added to provide he 'vy timber constrtiofl. II-.Eliminate the trusses whil are not.Lquiredjor the structure: • • 1. Last trjlss at West end of master bedroom. The 2x peckin g can span up to _._rr.usse4oer_areaJ._c•oer.ed - - lie are not required to sup II.L. Eliminate 4x8 plants on at detai non structural. I Sinc.e, 7 1 n Helm A.I.A hc_Q75L4 ARCHITECTURE j t%JSTRUpTION . I j 1e;•. 4Ie OR .w ITERIOR DESIGN by_t.he_ lar.ge_sk.yd i.gh.t_ t the skylight. 4/S4 and 5/S4 these are P J L.- L rs i 5 pa? Nt42 ZOUC ' ôNc. Lx mu City a Mror. 1'Z2- P-F 2 7 IV Zi' o-k (:1 urlg-. piji A ppzj i -• I . . • •• M -."• k9lij t7 LL/J. -THIS TRUSS IS DESIGNED ONLY FOR TIE LOADS SHO4?& PROVISION FOR TIE PREVEMEICN OF POEIDINS MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR 21€ CLARY CORPORATION. CONFIGURATION & LOADING SPECIFIED BY FABRICATOR Si 277 372 374 177 * 31 REAZSX 2X4 21X 6.67 P1, .1 . _I_ .. ..__. I II LUMBER SHAU. BE OF SPECESbGRAOE SPECWIED. APPROVED E'PJ*&. OR SI MAXIMUM PLATE VALUE FOR V.2BO 70 GA - 213 P - 1P'FIJBLCATE HANDLING &E MwOOD TRUSSESMTRSTECITIOPA. 1iiOICA1ES ESNINJUCOS LATERAL BRACING AT LOCATION siowi. THAT OF GREATER STRESS VALUE 5) APPROVAL NUMBERS- UBC SDI7. AlA TC9 t200& SBCC P7251.74. BOCA 7524. 19 CLARY CORP. S NOT RESPONSIBLE FOR OVERALL BUP.DING DESIGN FOR PEW MINIMUM SIZE TO BE I0 A1TAQIBO WiElD NAjUL 5)YOTHEIIS% UNLESS OTHERWISE NOTED THE DESIGN S BASED Cl THE USE OF TRY it TRUSSES DESIGNED FOR LOADS SHOWNON THIS DRAWING ONLY PRECAI. MANENT OR TEMPORARY BRACING. SUPPORTS. OR DRAINAGE OF SAME 19 REPETITIVE MEWSENBDJDINGVALUESAREIEED ASSPECWXOvj yJAIlORIAL LUMBER ATTHE J1MEOF FABREAT1ON BTRETRUSSES WO.LBEUSEDIPJOER TIONS SMALL BE TRASH TO INSURE THAT THE PLACEMENT B USE OF THIS 1)) TRUSS DESIGNS CONFORM TO THE OJRREUT TA DESIGN SPECIFICATIONS DESIGNSPECIFICATIGN NO 000OORISTRUCrIOP( (LATEST EDITION) • CRY CONDITIONS AS SPECIFIED IN 1405 [NATIONAL DESIGN STANDAPOSL TRUSS CONFORMS WITH THE DESIGN THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES It S BASED ON THE UNLESS OTHERWISE NOTEG. ALL OTHER LUMBER VALUES ARE PER THE • .2 CONNECTOR PLATES ARE TOBE 06TALLESYMMETRICALLY ON THEJOINT PARAMETERS 5140*11 ARE ALSO APPLICABLE TO SHORTER TINSESCF 10U4 FABRICATCRFOtWMNG.ThE RECOMMENDED PRAC110ESASSET FORTH IN LATEST EDITION OR 110S,. OH EACH FACE OF TRUSS. PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING B CCWFIGURAICN . THE DUALITY CONTROL MANUAL FROM TPL 19 NO MEMBERS OF THIS TRUSS SIERIA BE CUT. Ui HO047A1. (UNLESS OTHERWISE NOTED) 5) SPLICES N TOP B BOTTOM CNGROS NOT TO OCCUR DIRECTLY ABOVE ONE 13 TC LATERAL BRACING OF 70 DC MAX. ill MINIMUM RECOMMENDED CAMBER tilTS PLATIT S FOR AXIAL STRESSES ONLY ADDITIONAL PLATING FOR JIAIJDL. ANOTHER SPLICES To OCCUR r OF PANEL 13 POINT. BC LATERAL BRACING Of lOT O.C. MAX. 15) TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING CF TRUSSES IS RESPONSIBILITY OF WE FABRICATOR 5) INSTALLATION 61MB RESPCNSBRJTY OF THE ERECTION CONTRACTOR. SEE 13- INDICATES BEARING PLATE 1ST OTHEIS) PLYWOOD IMPI. 331 AMISS OTHERWISE 113110! ILL 7111.3 REPAIR NOTES: Z APPLY 1/2 COX PLYWOOD TO EACH FACE OF TRUSS AS SKONAB WITH CLUE 3210 lOd NAILS 4 D.C. FULLY PENETRATING ALL MEMBERS AND CLINCHED. MINIMUM NUMBER OF NAILS REQUIRED PER MEMBER SHOWN IN PARENTHESIS (). 214 WEB DESERTS WHERE SHOWN MIISF BE CUT TO PIT SNUG. DO NOT NAIL THROUGH TRUSS PlATES. 00 ca 4-7-12 4-7-12 4-10-4 03 3 7l/#3.2 OD I /9 (0" (I4)'3X7 3x7 3x7 . 3x5 LL se 04) - -------' - I 3x7 t,JEET .ttht 4-10-10 4-7-12 4-7-12 2-6-8 OF S SE .7 i TRUSSES , C'V MAX PP LIVE LOAD DEFLECTION-2/16 IN DOT PANEL#2 'M L. t Ix LVU' I VO 1-4-0 2#iD 19-0-0 FLOOR STU6 TO L*flYCQflPOPAT$ON ________ uc 20 UNIANN 254) #i1p. WESTERN LUMBER CLARY Corp.bafm ea at. I . 336 0 2AN GRERIM CA&IFRR 'II'S CL 5 .P 2 #3 DFL IIISI7I6-4N)O TOTAL 65 LOOPY'AMAY BE NOTED 1 EAST BROOK JAN 20. 1988. 1/4 flV) aW %7 . p1,J 3x1O AIT -re f3Z& O7AIf .-.-..... -. -. .. ................ . __•••.,.. TOO. .. BOY........ . WEBS. I 0 1253 -92 -2249 2022 636 0 -619 -158. .... .... 255 .. ......... . ... jOS.: ........ 1194 JL c014zq774-J -. .59............. . ço1ESSIO . W$D. ENGINEERS - JISKYPARKC1RCLE"B" if{& A 14? 7\2 44 ,\\ • ...;-. .. .. WVIW CA 92714. -eOVZID LRLSBAD EPr. ci I (C ((N69153 " )1 OF C' ctcQz.( II . [Li. ti]Ok2. J I CET U 7 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 8280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 280•4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 675 ENTERPRISE ST. ESCONOIDO. CALIF. 92025 • T E L E 746-4544 September 16, 1987 John Helms and Associates 7682 El Camino Real, Suite 202 SCS&T 7921486 Carlsbad, California 92008 Report No. 2 SUBJECT: Footing Inspection, Proposed Residence, 2623 Ocean Street, Carlsbad, California. REFERENCE: Report of Geotechnical Investigation, Proposed Residence, 2623 Ocean Street, Carlsbad, California by Southern California Soil and Testing, Inc., dated October 17, 1979. Gentlemen: In accordance with your request, we have observed the footing excavations for the proposed structure. The following conclusions are presented: The footing excavations are dimensioned in accordance with the recommendations of the referenced report. All footings will be founded in firm natural ground. If you should have any questions after reviewing this report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. c1e (Liz, Curtis R. Burdett, C.E.G. #1090 CRB : mw cc: (6) Submitted (1) SCS&T, Escondido ED Ln t ENGEE'h1G / SOUTHERN CALIFORNIA SOIL AND TESTING. INC. GEOTECHNICAL INVESTIGATION F3ROPOSED RESIDENCE 2623 OCEAN STREET CARLSBAD, CALIFORNIA PREPARED FOR: JOHN HELM, ARCHITECT 7682 EL CAMINO REAL SUITE 202, RANCHO LA COSTA CARLSBAD, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET SAN DIEGO, CALIFORNIA 4S. -CO SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6200 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 2904321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 74-031 V E L I E' WAY PALM DESERT, CALIF. 92260 • T E L E 346-1079 670 ENTERPRISE ST. E500NDIDO, CALIF. 92025 • TELE 7464544 October 17, 1979 John Helm, Architect SCS&T 13486 7682 El Camino Real, Suite 202 Report No. 1 Rancho La Costa Carlsbad, California 92008 SUBJECT: Report of Geotechnical Investigation for the Proposed Residence, 2623 Ocean Street, Carlsbad, California. Gentlemen: In accordance with your request we have completed a geotechnical investigation for the proposed project. We are presenting herein our findings and recommendations. The findings of this study indicate that the site is suitable for the proposed development provided the recommendations presented in the attached report are complied with. If you have any questions after reviewing the findings and recommendations contained in the attached report, please do not hesitate to contact this office. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 13486 October 17, 1979 Page Two This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. iL1 Anthony F. Rfast, Pràject Engineer & "" & 6g~~ Charles H. Christian, R.C.E. #22330 AFB:CHC :mw cc: (6) Submitted (1) SCS&T, Escondido SOUTHERN CALIFORNIA SOIL AND TESTING. INC. TABLE OF CONTENTS Introduction and Project Description .......................1 Project Scope .............................................. Findings ...................................................2 SiteDescription ......................................2 General Geology and Subsurface Conditions .............2 Geologic Setting and Soil Description ............2 Tectonic Setting .................................3 GEologic Hazards ..................................3 Groundwater......................................4 Recommendations and Conclusions .............................4 Site Preparation .......................................4 General..........................................4 Earthwork........................................6 Foundations...........................................6 General..........................................6 Settlement Characteristics .......................7 Expansive Characteristics ........................7 Earth Retaining Structures ............................7 Allowable Passive Pressure .......................7 ActiveSoil Pressure .............................8 LimitatiQns................................................8 FieldExplorations .........................................9 LaboratoryTesting .........................................9 ATTACHMENTS PLATE NO. PlotPlan ..................................................1 Topographic Cross-Section ..................................2 TrenchLog .................................................3 Direct Shear Test Results ..................................4 Recommended Grading Specifications & Special Provisions. .. .Appendices Unified Soil Classification Chart ..........................Appendices GEOTECHN I CAL STUDY PROPOSED RESIDENTIAL SITE 2623 OCEAN STREET CARLSBADJ CALIFORNIA INTRODUCTION AND PROJECT DESCRIPTION This report presents the result of our geotechnical study for a proposed residential structure to be located at 2623 Ocean Street in Carlsbad, California. It is our understanding that site development will consist of a three story, wood frame structure with slab-on-grade construction and the first floor elevation cut about 9 feet below street grade. It is further understood that a moderate amount of grading consisting of building pad preparation will be necessary to develop the site, and that earth retaining walls will be incorporated in the structure design. The site configuration and exploration locations are shown on Plate No. 1 of this report. PROJECT SCOPE This investigation consisted of: surface reconnaissance; subsurface explorations; obtaining representative disturbed and undisturbed samples; laboratory testing; analysis of the field and laboratory data; research of available geological literature pertaining to the site; and preparation of this report. The analysis of our findings was intended to: SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Two Determine the nature and pertinent physical properties of the on-site soils, including their bearing capacities, expansive potential and settlement characteristics. Define the general geology of the site including possible geologic hazards that may affect site development. Develop guidelines for site grading. Provide recommendations for foundation and retaining wall design. Determine potential construction difficulties and provide recommendations concerning these difficulties. PT Wfl TM( C Site Description The subject site is a rectangular parcel of land that fronts on the southwest side of Ocean Street in Carlsbad, California and is bounded by lots containing occupied residences on the northwest and southeast and by the ocean beach on the southwest. The parcel slopes to the southwest with an average slope of approximately 5:1. An approximate topographic cross-section is given on Plate No. 2. The site presently supports an occupied single family residence and its associated utilities. A few small trees and shrubs are present and the slopes behind the residence are covered with iceplant. General Geology and Subsurface Conditions Geologic Setting and Soil Description: The subject site is located in the Coastal Plains Physiographic Province of San Diego County and is underlain by Pleistocene marine and SDUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Three marine-terrace deposits. The soils found to exist at the site consist of yellow brown, silty sand. These soils are loose in the upper one foot but become dense below this depth. Tectonic Setting: No faults are known to traverse the subject site but the northern extension of the Rose Canyon Fault Zone lies approximately three miles west of the site. The Rose Canyon Fault Zone is a series of northwest trending faults that were active during Pleistocene time, but because no movement has been substantiated during the last 11,000 years, it is currently classified potentially active rather than active. The site is also within a 15 mile radius of a few small, apparently inactive faults that characterize the area. These have a general northerly to northeasterly trend, display apparently normal movement, and usually have thrusts of less than ten feet. In addition, it should be recognized that much of Southern California is characterized by major, active fault zones that could possibly affect the subject site. The nearest of these are the Elsinore Fault Zone, located approximately 25 miles to the northeast, and the San Jacinto Fault Zone, located approximately 48 miles to the northeast. Geologic Hazards: The most likely geologic hazard to affect the site is ground shaking as a result of movement along one of the major, active fault zones mentioned above. Based on a maximum probable earthquake of 7.3 magnitude along the Elsinore Fault Zone or 7.8 along the San Jacinto Fault Zone, maximum ground acceleration at the site could be as high as 0.2 g. There is also a remote possiblity that movement could occur along one of the local, minor, fault zones during the life of the proposed development and subject the SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Four site to accelerations substantially higher than those associated with Elsinore Fault movement. However, it is our opinion that due to the unresolved status of activity along these minor fault zones, they should not be used for design purposes. Construction in accordance with the minimum standards of the most recent edition of the Uniform Building Code should minimize potential structural damage resulting from seismic activity. Other potential geologic hazards such as seiches, liquifaction, or landsliding should be considered negligible. Due to the sites location in relation to the ocean, there is the theoretical possibility that a hazard could be imposed by a tsunamis. However, the San Diego County coastline has been historially free of any such event and any risk due to a tsunamis is considered negligible. Groundwater: No groundwater was encountered during our subsurface investigation and we do not anticipate any major groundwater related problems either during or after construction. However, it should be recognized that minor groundwater seepage problems may occur at a site after development even where none previously existed. These are usually cosmetic phenomenon and are often the results of an increase in irrigation or rain water and alteration of permeability characteristics of drainage patterns. RECOMMENDATIONS AND CONCLUSIONS Site Preparation General: During demolition operations, all construction debris and deleterious materials should be removed and disposed of off-site. Existing utilities that are to be SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Five abandoned should be removed and their depressions should be backfilled with compacted soil. Because demolition operations tend to disturb the surface soils, it is recommended that all disturbed soils be densified to at least 90% relative compaction. In the area were first floor excavation will remove loose soils no special site preparation is necessary. Because of the proximity of the residences existing on the properties to the northwest and southeast of the subject site, consideration must be given to the possibility that the proposed retaining wall footing excavations may undermine the existing neighboring foundation. This problem is most likely to arise if the proposed footing excavation intercepts an imaginary line drawn at 1:1 downward slope form the outer edge of the existing neighboring footing as shown in the following diagram. LX/STING NE/G//8OA'M/6 1rOU4/047-10/I • •'\4\ EXCA VA rloN • •• 2055/BzE 1f/L/DE.PM//1/N6 : CONDITION Should this condition be encountered it is recommended that safeguards to protect the neighboring foundation be provided. Suggested measures that could be implemented might be to provide a stepped shoring as the excavation progresses or to underpin the neighboring foundations. SDUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Six It is recommended that the footing excavations be inspected by a representative of this office prior to forming to verify that the existing soil conditions are as anticipated. Earthwork: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to a minimum of 90%. Utility trench backfill within 5 feet of the proposed structures and beneath asphalt pavements should be compacted to a minimum of 90% of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A.S.T.M. Test Method 1557-70T, Method A or C. Foundations General: Conventional spread footings are recommended for the support of the proposed structure. Conventional spread footings should be founded a minimum of 18 inches below the lowest adjacent finish grade for the three story structure and have a minimum width of 12 inches. Spread footings may be designed for an allowable soil bearing pressure of 1600 pounds per square foot. The allowable bearing pressures for other size continuous footings may be computed from the following formula. q = 0.4 + 0.63 D+ 0.27 B SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 13486 October 17, 1979 Page Seven Where: q = Allowable soil bearing pressure as limited in shear in kips per square foot for full live and dead loads. D = Footing depth below adjacent grade in feet. B = Footing width or diameter in feet. Adjacent footings founded at different bearing levels should be so located that the slope from bearing level to bearing level is flatter than one horizontal to one vertical. It is recommended that footings not be founded nearer than five feet measured horizontally inward from the face of the existing slope. Settlement Characteristics: The anticipated total and/or differential settlements for the proposed structure may be considered to be within tolerable limits provided the recommendations presented in this report are followed. Expansive Characteristics: The prevailing foundation soils were found to be nondetrimentally expansive and will not require special consideration and/or design. Earth Retaining Structures Allowable Passive Pressure: The allowable passive pressure for the prevailing soil condition is 230 psf. This passive pressure has been computed using a factor of safety of 1.5 and may be increased by one-third for wind and/or seismic loading. SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Eight The coefficient of friction of concrete to soil may be assumed to be 0.35 for resistance to horizontal movement. When combining frictional and passive resistance, the latter should be reduced by one-third. Active Soil Pressure: Active -soil pressures for the design of earth retaining structures may be assumed to be equivalent to the pressure of fluid weighing 35 pcf and 45 pcf for unrestrained and restrained retaing walls, respectively. These soil pressures .are for no surcharge and for a drained and level backfill condition. If the backfill will not be level, or if a surcharge is anticipated, this office should be contacted for the necessary increase in soil pressure. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundation and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be advised of any major changes in the project scope or proposed site grading so that it may be determined if additional investigation would be necessary. It should be recognized that the work performed for this study was performed in accordance with the State-of-the-Art at the time of the study. SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Nine FIELD EXPLORATIONS A subsurface exploration was made at the location indicated on the attached Plate Number 1 on October 8, 1979. This exploration consisted of a hand-dug pit. The field work was conducted under the observation of our engineering geology personnel. The exploration was carefully logged when made. This log is presented on the following Plate Number 3. The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart. In addition, a verbal textural description, the wet color, the apparent moisture and the density or consistency are given as either very loose, loose, medium dense, dense or very dense. The consistency of silts or clays are given as either very soft, soft, medium stiff, stiff, very stiff, or hard. Disturbed and undisturbed samples of typical and representative soils were obtained and returned to the laboratory for testing. LABORATORY TESTING Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (A.S.T.M.) test methods or suggested procedures. A brief description of the tests performed are presented below: a) Classification: Field classifications were verified in the laboratory by visual examination. The final' soil classifications are in accordance with SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 13486 October 17, 1979 Page Ten the Unified Soil Classification System. b) Direct Shear Tests: Direct shear tests were performed to determine the failure envelope based on yield shear strength. The shear box was designed to accomodate a sample -having diameters of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and at saturated moisture content. The shear stress was applied at a constant rate of strain of approximately 0.05 inches per minute. The results of these tests are presented on attached plate no. 4. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. £/DeJ¼/crg //i' II Ex/sT/( i/ II 'I 7/I /{ / / ews77LL. / 1/ / ./c. . ,7S7 7/c4' Lc177bJ . SOUTHERN CALIFORNIA BOIL & TESTING, INC. RSO RIVERDALE STREET SAN 01500 CALIFORNIA 00150 Proposed Residence 2623 Ocean Street Carlsbad, California 13486 Plate No. 1 Proposed Residence . SOUTHERN CALIFORNIA BOIL & TESTING, INC. 2623 Ocean Street RDO RIVEROALE STREET BAN DIEGO, CALIFORNIA EBIBO Carlsbad, California BY AFB DATE 10-9-79 JOB NO. 13486 Plate No. 2 Approximate Topographic Cross-Section TRENCH NUMBER ONE 0 1 2 3 1i flee1,-)-4 rs4 #.sy. SM Yellow Brown, Dry to Humid, Loose • : to Dense, Silty Sand . SOUTHERN CALIFORNIA SOIL & TESTING. INC. BRUD RIVEROAL.E UTREET BAN DIEGO, CALIFORNIA DRIED Proposed Residence 2623 Ocean Street Carlsbad, California BY AFB DATE 10-8-79 JOB NO. 13486 DATE No. 3 DIRECT SHEAR TEST RESULTS Angle of Cohesion SAMPLE DESCRIPTION internal intercent friction( ) (psi) No. 1 Undisturbed 31 050 O SOUTHERN CALIFORNIA SOIL & TESTING LAB, INC. UO RIVERDALE STREET SAN QIESO CALIFORNIA 02150 Proposed Residence 2623 Ocean Street Carlsbad , Califàrnia BY AFB DATE 10-9-79 J0BNó. 13486 Plate No. 4 Appendix A,-Page One October 17, 1.979 SCS&T 13486 RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soils to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary soil investigation report and/or the attached Special Provisions are a part of the. Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. INSPECTION AND TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance with these specifications. It will be necessary that the soil engineer or his representa- tive provide adequate inspection so that he may certify that the work was or was not accomplished as specified. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he may make these certifications. If, in the opinion of the soil engineer, substandard condi- tions are encountered, such as questionable soil, poor moisture content, inadequate compaction, adverse weather, etc., he will be empowered to either stop construction until the conditions are remedied or corrected or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance, with the following American Appendix a, Page Two October 17, 1979 SCS&T 13486 Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content - A.S.T.M. D - 1557 - 70. Density of Soil In-Place - A.S.T.M. D - 1556 - 64. PREPARATION OF AREAS TO RECEIVE FILL All vegatation, brush and debris shall be removed, piled and burned or otherwise disposed of. After clearing, the natural ground shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the minimum density specified in the Special Provisions or the recommendation contained in the preliminary soil investigation report. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original ground shall be stepped or benched. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide and all other benches at. least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein before for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the soil engineer. FILL MATERIAL Materials placed in the fill shall be approved by the soil engineer and shall be free of vegetable matter and other deleterious substances. Granular soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks, expansive and/or detrimental soils are covered in the Special Provisions. Expansive soils, soils of poor gradation or strength characteristics may be thoroughly Appendix A, Page Three October 17, 1979 SCS&T 13486 mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the soil engineer. PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the prelimimary soil investigation report. Field tests and inspections to check the degree of compaction of the fill will be taken by the soil engineer or his representative. The location and frequency of the tests shall be at the soil engineer's discretion. In general, the density tests will be made at an interval not exceeding 2 feet in vertical rise and/or 500 cubic yards of embankment. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill has been achieved. Damage resulting from weather shall be repaired before acceptance of work. Appendix A, Page Four October 17, 1979 SCS&T 13486 UNFORESEEN CONDITIONS In the event that conditions are encountered during the site preparations and construction that were not encountered during the preliminary soil investigation, Southern California Soil & Testing, Inc. assumes no responsibility for conditions encountered which differ from those conditions found and described in the preliminary soil investigation. RECOMMENDED GRADING SPECIFICATIONS SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted backfill shall be 90 percent. Detrimentally expansive soil is defined as soil which will swell more than 3 percent against a pressure of 150 pounds per square foot from a condition of 90 percent of maximum dry density and optimum moisture content to saturation. Oversized fill material is defined as rocks or lumps over 6 inches in diameter. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. Transition Lots: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. 11 CERTIFICATION OF COMPLIANCE (7] CITY OF CARLSBAD Plan Check No.5'& DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: çrlsbad Unified San Marcos Unified 1 Pine Avenue 207 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) '4tt iIAJL APN .t?d3.j VO Project Applicant _______________ Project Address: RESIDENTIAL: SQ. FT SQ. FT. of covere SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. EA Prepared By Date 141-12- IT/ Y17 FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other 5-1 Residential Fee Levied: $7ik based on 33 sq. ft.@ Comm/Indust Fee Levied: $____________ based on sq. ft.@ Scifool Ditrict Off ida Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AR 2926 is capped at $.25 per square foot for commercial/industrial. PETER DOUGLAS Exec 44 ' by: STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT Date: October 10. 1986 1333 CAMINO DEL RIO SOUTH, SUITE 125 0 SAN DIEGO, CA 92108-3520 Permit No.: 6-86-536 (619) 297-9740 PERMIT AUTHORIZATION Applicant: David Easterbrooks Please be advised that you are hereby authorized to proceed with development of your project, permit number 6-86-536 , which was reported to the Commission on October 9. 1986 . Development of your project is subject to compliance with all terms and conditions specified in the Administrative Permit which was sent to you on September 15, 1986 Should you have any questions, please contact our office. State of California, George Deukmejian, Governor California Coastal Commission 1333 Camino Del Rio S., Suite 125 San Diego, Ca 92100 (619) 297-9740 NOTICE OF ACCEPTANCE DATE: APPLICANT: DOCUMENTS SUBMITTED IN COMPLIANCE WITH SPECIAL CONDITION(S) NO(S). / OF DEVELOPMENT PERMIT NO. Material submitted in compliance with said Special Condition(s) of your development permit has been reviewed by the District Director and found to fulfill the requirements of said condition(s). Your submitted material and a copy of t h i s letter have been made a part of the permanent file. Sincerely, cm Crandall District Director By:_________________________________ JA ku.'I