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Home My WebLink About2607 ACUNA CT; ; CB891816; Permitr'- .. . ~- . .~ h .Y. U4/10/95 13:1)7 BUILDING PERMIT Project. No: A89113223 Permit. No: CB891816 I Job Address: 2607 ACUNA CT Page 1 of 1 Development No: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 215-491-16-00 Valuation: 381,495 Construction Type: NEW Occupancy Group: R3 Description: 5032 SF LIV 987 SF GAR 608 SF Suite: Lot#: Reference#: Applied: 11/21/83 Status: ISSUED : DECK + 756 SF PATIO Apr/Issue: 03/13/90 Appl/Ownr : CHAMBERLAND, DENNIS R. Entered Ry: JPY 1081 CAMINO DEL RIO S. #213 619-294-8806 OWNER : ACUNA COUR 1081 CAMIN *** Fees Required Fees : Adjustments: Total Fees: ""-"""""""_ Fee description """""""""_ Buildinq Permit Plan Check Strong Motion Fee Enter 'Y' to Autocd F.M.F./G.M.F. and 2 Enter 'Y' to Enrer 'Y' to or nmnually enter * BUILDING TOTAL Enter "Y" for Plum Each Plumbinq Fixture or Trap 294-8806 Credits x , 0 0 19,490.00 .00 Ext fee Da 1627.00 1058. 00 27.00 13352. ou Y 310.00 06 670.00 Y' 530.00 Y 1713.00 19287.011 7.50 Y 50.00 ** " ta " Each Building Sewer > 1 6.50 Each Water Heater and/or Vent > 1 6.50 2.50 Gas Piping System 2.50 > 1 2.50 2.50 Each Vacuum Breaker > * PLUMBING TOTAL 4 2.50 10.00 Enter "Y" for Electric Issue Fee > 79.00 * ELECTRICAL TOTAL ($10 Minimum) > 200 .25 50. 00 Enter 'Y' for Mechanical Issue Fee> 5 5 . 0 0 15.00 Y Install Furn/Ducts > 1 9.00 9.00 Each Install/Reloc Appliance Vent > Each Hood/Fireplace 31. 50 % MECHANICAL TOTAL 69.00 13.00 Single Phase Per AMP 5.00 Y 7 4.50 > 2 6.50 INSP.. CITY OF CARLSBAD CLEARANCE 3/2 3/75 7. c, 2075 Las Palmas Dr., Carlsbad, CA (619) 438-1161 > PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 I6191 438-1161 1. PERMIT TYPE A - UCLNUERCIAL UVEU UTENANT IMPRWEMENT NAME '~ ADDRESS STATE ZIP CrnE DAY TELEPBCUE APPLiCANTIS SlGllAlU 091 PHONE APPROVED ET; 9 DATE: - Applicant PINK: Finance '7 ,".: - \ THOMAS F. LENNON. INC. 7777 ALVARAW RD.. SUITE 722 LA MESA, CA 92041 (6 19) 462-5 18 1 FAX (61 9) 4659288 February 12, 1991 Mr. Tony Mata Principal Building Inspector City of Carlsbad Carlsbad, CA 92009 2075 La Palmas Drive RE: Permit Number CB891816 Dear Mr. Mata: number. I am requesting a maximum extension on the above permit On January 17, 1991 I was appointed as a Court Receiver for the property at 2607 Acuna Court. I will need time organize payments to sub-contractors, and to hire new ones if necessary to complete this project. Should you have any questions or need to see a copy of the court order, I would be happy to provide any help necessary. Very truly yours, TPL:ss INSPECTION REQUEST CITY OF CARISBAD PERMIT# CB891816 FOR 04/11/95 INSPECTOR AREA TP DESCRIPTION: 5032 SF LIV 987 SF GAR 608 SF PLANCKX CB891816 DECK + 756 SF PATIO OCC GRP R3 TYPE: SFD JOB ADDRESS: 2607 ACUNA CT STE: '7 TYPE NEW ,' LOT: CONTRACTOR: PHONE: OWNER: ACUNA COURT PARTNERS PHONE: 294-8806 1 APPLICANT: CHAMBERLAND, DENNIS R. PHONE: 619-294-8806 RmWtKS: IIW/TP SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: --RELATED PERMITS-- PERMITC TYPE STATUS EXPIRED CB901260 CB910727 POOL CB940413 HISC ISSUED ISSUED RW950038 ROW ISSUED ~~~ ~~~ ~ CD LVL DESCRIPTION ACT COIMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** 121994 121594 120994 120594 120594 120194 113094 112394 111694 103194 103194 101794 101794 101394 100594 092894 100594 091394 091394 091394 090894 042594 i DATE DESCRIPTION 022795 Final Combo Exterior Lath/Drywall Interior Lath/D%all Rough Electric Rough Electric Frame/Steel/Bolting/Welding Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Underground/Conduit-Wiring Frame/steel/Bolting/Welding Rough Electric Rough Electric Frame/Steel/Bolting/Welding Roof/Reroof Fireplace/chimney Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piere Frame/Steel/Bolting/Welding Ftg/Foundation/Piere Rough Electric ACT AP co AP PI AP AP PA co AP AP AP PA AP AP AP AP AP AP AP AP NR co AP INSP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP PK TP TP TP PK TP COMMENTS 2ND FLOOR ABOVE LANU1 SVC UP-GRADE 400 AMP SHEAR & FRM WING WALL SHORT NAILED UFFER GROUND 1/0 CU CEILNGS OFFICE & GYM,WALLS GY WALLS-OFFICE I LANAI 2 SIDE SHEAR WALL EXISTING CAL FILL & NEW ROOF 2 SIDE SHEAR WALL EXISTING ANCHOR PLATE INSTALL GR BM & DECK FOOTINGS N/INCL G.B. AREA ND FLR PLAN REV @ BAR SPECIAL HD'S(N/INCL GB AREA) TPPB FRM e F.P. 2" CLFW. F/P FTN.EXT e SHEAR H-1 ' 04/10/95 INSPECTION HISTORY LISTING .I FOR PERMIT# CB891816 DATE 02/27/95 02/27/95 12/19/94 12/19/94 12/19/94 12/15/94 12/15/94 12/09/94 12/05/94 12/05/94 12/01/94 11/30/94 11/23/94 11/30/94 11/23/94 11/23/94 11/16/94 11/23/94 11/16/94 11/16/94 10/31/94 10/31/94 10/31/94 10/17/94 10/17/94 10/13/94 10/05/94 10/05/94 09/28/94 09/28/94 09/13/94 09/13/94 09/13/94 09/13/94 04/25/94 09/08/94 12/27/91 05/28/91 05/28/91 08/29/90 08/29/90 08/20/90 08/20/90 08/20/90 08/20/90 08/16/90 08/16/90 08/07/90 08/07/90 08/03/90 08/03/90 07/20/90 07/20/90 INSPECTION TYPE INSP ACT Final Combo Final Combo Interior Lath/Drywall' Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Rough Electric Frame/Steel/Bolting/Wel Rough Electric Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Fireplace/Chimney Fireplace/Chimney Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Underground/Conduit-Wir Frame/Steel/Bolting/Wel Rough Electric Frame/Steel/Bolting/Wel Rough Electric Frame/Steel/Bolting/Wel Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Fireplace/Chimney Ftg/Foundation/Piers ~tg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Bolting/Wel Ftg/Foundation/Piers Rough Electric Complaints Investigatio Gas/Test/Repairs Gas/Test/Repairs Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Insulation Insulation Innulation Insulation Fraae/Stael/Bolting/Wel Fr~e/Steel/Bolting/Wel RI RI TP TP TP TP RI TP TP TP TP RI TP RI TP RI TP RI TP TP RI TP TP TP TP TP TP RI TP RI PK TP TP TP PK TP RI PK MP MP RI RI MP MP RI MP RI MP RI MP RI RI MP RI co wc RI AP AP RI AP PI AP PA RI RI co AP wc RI wc RI AP RI AP PA AP AP AP AP AP RI AP RI AP AP NR co AP sw RI NR RI AP RI AP RI NR NR RI RI AP AP RI RI AP COMMENTS RS/MIKE/438-4313 RS/O'HARA/438-4313 MW/MIKE/438-4313 2ND FLOOR ABOVE LANU1 SHEAR & FRM WING WALL SVC UP-GRADE 400 AMP MW/OHARA431-1531 SHORT NAILED FRM @ F.P. 2" CLRN. aJN/ BJN/ MW/TERRY/431-1531 UFFER GROUND 1/0 CU MW/OHARA/438-4031 CEILNGS OFFICE & GYM,WALLS GYM WALLS-OFFICE,LAWAI 2 SIDE SHEAR WALL EXISTING 2 SIDE SHEAR WALL EXISTING CAL FILL & NEW ROOF ANCHOR PLATE INSTALL MW/WILSON GR Bl4 & DECK FOOTINGS MW/WILSON N/INCL G.B. AREA ND FLR PLAN REV @ BAR SPECIAL HD'S(N/INCL GB AREA) NO ONE WORKING/RED TAG UP TPPB RS/DON/756-4544 T3/HH/BIU/660-6990 T3/MH/BILL/660-6990 T3/MH/BILL/660-6990 Tl/MH/BILL/660-6990 T3/MH/BILL/660-6990 T3/MH/BIU/660-6990 T2/)IH/BILL NEED ENGR AS-BUILTS F/P FTN.EXT e SHEAR H-1 . 04/10/95 INSPECTION HISTORY LISTING FOR PERMIT# CB891816 DATE 07/17/90 07/17/90 07/17/90 07/17/90 06/12/90 06/12/90 06/12/90 04/02/90 03/30/90 03/29/90 03/29/90 03/28/90 03/28/90 03/28/90 03/28/90 03/28/90 03/20/90 03/20/90 07/17/90 INSPECTION TYPE Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Gas/Test/Repairs Rough/Topout Rough Electric shear Panels/HD's Roof/Reroof Roof/Reroof Rough/Topout Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piero Ftg/Foundation/Piers Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Underground/Under Floor Final Pool Undarground/Under Floor INSP RI MP MP MP MP MP RI MP RI MP RI MP RI MP RI MP UP MP RI ACT RI NR AP AP AP PA RI AP RI AP RI co RI CA RI CA NR RI AP EXT NAILING OX T2/M/ T2/HH/BILL T3/WI/BILL/660-6990 CO FROM ENGR T3/HH/BILL/660-6990 RAINED T3/m/BILL/660-6990 RAINED GATE LOCKED-2ND TIME Tl/lM/660-6990 HIT <RE-> TO CONTINUE... FINAL BUILDING INSPECTION DEPT: BUILDING ‘mGINEERING FIRE PLANNING U/M ’ WATER PLAN CHECK#: CB891816 PERMIT#: CB891816 PROJECT NAME: 5032 SF LIV 987 SF GAR 608 SF DECK + 756 SF PATIO ADDRESS: 2607 ACUNA CT CONTACT PERSON/PHONE#: RS/MII[E/438-43.13 SEWER DIST: LC WATER DIST: CA DATE: 02/27/95 PERMIT TYPE: SFD BY : DATE INSPECTED: APPROVED - // DISAPPROVED - DATE INSPECTED: APPROVED - DISAPPROVED - INSPECTED BY : DATE INSPECTED: APPROVED - DISAPPROVED - COMMENTS : . _- - FINAL BUILDING INSPECTIa DEFT: BUILDING ENGINEERING FIRE eU/M WATER PLAN CHECK#: CB891816 DATE: 02/27/95 PERMIT#: CB891816 PROJECT NAME: 5032 SF LIV 987 SF GAR 608 SF PERMIT TYPE: SFD DECK + 756 SF PATIO ADDRESS: 2607 ACUNA CT CONTACT PERSON/PHONE#: RS/MIKE/438-4313 SEWER DIST: LC WATER DIST: CA plll=P=-==l==l ===-="""- INSPECTE- DATE I ,/ BY : INSPECTED: 3 l3 q3d APPROVED DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - EP"~==~"~"E==~~~=""---d- COMMENTS : "=-3P=3===PZPnE"" J CORRECTION JVOTICE I 0 APPRQVEO PLANS SHALL BE ON JOB SITE BUlLDlNQ 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT-GUNITE 0 FLOOR AND CEILING FRAME 0 INTERIOR LATH OR DRYWALL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PUCO. 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 UFER GROUND 0 G.F.I. 0 SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER TIME: DATE: INSPECTOR N& BUILDING INSPECTION DEPARTMENT PHONE. UB3560 Now Flnrl /nap.ctloo Rwulnd CITY OF CARLSBAD e Job No: 01222000 Jab NU.: addmnn: WILSON RBSID@CE LA COSTA. CA 00000 2607 Am e' Di8tribut.d To: T Z CONSTROCTION PA!tUICK TAYLOR CITY OF CARLSSAD MLA MRPORITION @ CORPORATION CH&4 3467 Kurtz Street, San Diego, CA 921 10 (619) 225-9641 - CITY OF CABLEUAD BLIILDING INSPSCTION DEPT CARLSMD, CA 92009 2075 LAS PAWUS DRIVB Plan Number: Parnit: 89-1816 Applicntion: Report No: lsBS4 Datn: mw.lb.r 21, 1994 BUGINERR: S. QRINKUH RCB CA37766 mPwD Ilsp&+IIm Ig(R1A rn" MTX OF IM6PECfICN: 11/08/94, hold- epoxied nnchor in liev of I.T.U. mdl?aad anchor as OrigiMlly COmTItB W UIWK IRWFW: Mrnge and bar uhaar wall holddoulu - €Q8A 6-ifind per 8M.t 1Of1. Revision dated 1t/)f94. ma ume of epoxied holddowns is eccaptable. -: T.Z. CoMtrvdion soeeGI.11: Wort op.ration8 System# Xwxy rrml norrs AccxRBE.nPx Fminforcing Stml X Clem moleli x x Epoxy X Em- ICW Import a4846 TIKE ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT COlM3NTS A PERMIT # PWCK I JOB ADDRESS Cr 3, , TIME ARRIVE: TIME LEAVE: DESCRIFTION ACT COEMENTS PERHITS 6/15/89 ' 90-3329 1525 Escondido Blvd. Suite A Escondido. CA 92025 (619) 7414533 WND DEVELOPMENT Surveyins - Pnc Teats - Lo1 Splits Gradins PIMI & Compaction Tnls June 25, 1990 City of Carlsbad BuiIding inspection^ D-epa-rtment " 2075 Las Palmas Drive Carlsbad, CA. 92008 Re: Lot 91 of Tract 75-4 (Map 8302) Subject: Footing Inspection TO WHOM IT MAY CONCERN: Please be advised that a representative from our firm has made a field inspection of the footing excavation and steel placement for the proposed single family residence on Lot 91 of Tract 75-4 in the with the recommendations of the rough grading report dated Decem- City of Carlsbad and has found them to be in substantial conformance ber 29, 1989 by H.L. Land Development and the foundation plans on site. backfill, No. 3 rebars shall be placed on the one foot centers across Note that in lieu of compaction tests in the interior utility trench the limits of the backfill trenches co on each' side). all interior trenches, these are to extend at least one foot past If there are any questions on this matter, convenience. please contact me at your PVIL ENGINEERING LAND SURVEYING BASE ** ACTIVITY PROCESSING ** 05/03/91 Permit No: CB891816 Type: SFD SINGLE FAMILY DWLNG - DETACHED 09: 04 ........................................ Status: ISSUED Initiate Routing: Dates: Applied: 112189 Apr/Issue: 031390 Finaled: Expired: 082491 Percent Completed: - Title: 5032 SF LIV 987 SF GAR 608 SF Valuation: 381,495 Description: DECK + 756 SF PATIO Constr: NEW Address No: 2607 Dir: - Street: ACUNA CT City Id: - Structure: - Parcel No: 2154911600 Floor: - Owner: ACUNA COURT PARTNERS Suite: Occupancy: R3 Reference#: No of Bldgs: - House Units: - Pub Own: - Appl/Ownr : CHAMBERLAND, DENNIS R. Address: 1081 WINO DEL RIO S. 8213 Phone: 619-294-8806 SAN DIEG0,CA 92108 Insp Area: MP Val. by: Jpy ........................................ Project: 5032SF LIV 987SF GAR Entered: 11/21/89 By: COUNTER MICHABLAWEILER 10626MN~OCARMBLDR SAN DIEOO, CA 921% (619) 451-9794 .. WHICH REQUIRED APPROVAL BY COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 POST-TENSIONED CONCRETE THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 RUCT. STEEL. SITE 0 a TRUCT. STEEL. SHOP ENGINEER - .I gridlines. etc.); identify all joints when inspecting welds and bolts; identify acceptedlreiected work by item and specific location; record ailiobprobiemsandDlSCUSSl0NSwithContractor.Architect.Engineeretc;recordamountofmalerialplacedandsamplestaken;write certification of work, reterencing applied code. specificaliow and sppoved plans and/or shop drawings. P?& ah &*L/P!S/C - T6al- 5. I' rms to the approved plans and speclficatlons and 6*%*90 Dale 01 Repod Cerllllcalion Number EWIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 82123 (619) 56G146-9 DATE : Aua u <-I 19.194q JURISDICTION: Ubd PLAN CHECK NO: 8'l - 1% 1b REV SET: m EUPS PROJECT ADDRESS: 2.507 A runa c+. PROJECT NAME : Plan Rev/ wn c ODESIGNER e, 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- ' cies identified jYIjd- are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil staff did not advise*.-the applicant contact person that plan check has been completed. - c] Esgil staff did advise a.ppWcant th been completed. J By: ESGIL CORPORATION Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92 123 (619) 5-1468 DATE : Aut1.;$ 4, !?q~ JURISDICTION: PLAN CHECK NO: 89- 1% 1 Lo RFy SET: 7r nups PROJECT ADDRESG: -7 PROJECT NLYE: . BM;<lOtlS FILE COPY ODESIGNER 1 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. - The dans transmitted herewith will substantially comply u with-the jurisdicti.on's building codes when minor deficien- ' cies identified checked by building department staff. are resolved and The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be corrected @ The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 7Y/5 A/m& hK Gr/sbod 9m9 cc; Ul?If talk 1~54 Liefa sf. 5,b 9a//o 0 Esgil staff did not advise the applicant contact person that @ Esgil staff did advise applicant that the plan check has plan check has been completed. been completed. Person contacted: o'ttara (hsd. mp~h) Date 8-9-c74 ted Telephone # L/3Fs-Y3/S 0 REMARKS: By : Enclosures: ESGIL CORPORATION g/3 1' . J ." JURISDICTION:&< Date plans received by plan checker: &/3 /qV PUN CnECK NO. : X9- I SI& REV %te plan recheck completed: SI'? 1S.r By: Kd c ~! J~Y PmCT ADDRFSS:-7 &un& c+- To: 44;rcr D'+fPra LC: ulolf K 0 /fLf mm PLAN CORRECTION SliEEI poIIFw0RD:W Plan check is limited to technical requirements contained in th~ Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 dep-ts. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. The following items have not ken resolved from previous plan reviews. The original please make all corrections on the original a tracings and suladt two new sets of prints, correction nmber has been given for your reference. In case you did not Leap a copy and any original plan sets that may have been returned to you by the jurisdiction, to: of the prior correction list, we have enclosed those pages conw the still outstanding corrections. Please conwt me if you have any questions regarding these Please indicate here if any changes have been made to the plans that are not a result To facilitate rechecking, please identify, of corrections from this list. If there are upon which each correction on this sheet has other changes, please briefly describe them been made and return this check sheet with and where they are located on the plans. the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. F5aiI Crh- items. \I I next to each item, the sheet of the plans Yes No Form No. RpcS.41290 ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 02123 (610) 5601468 DATE : TUX, IC. .I qqy JURISDICTION: P& FILE COPY PLAN CHECK NO: 09- (0/& REV SET: .Z UUPS PROJECT ADDRESS: 260 7 #&kna. G. ODESIGNER PROJECT NAME: na.n Rivr41orts 1' 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. 0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply ' cies identified are resolved and. checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a completr recheck. The check list transmitted he ewith is for your information. The plans are being held at E gil Corp. until corrected plans are submitted for reche k. The applicant's copy of the c eck list is enclosed for the identified on the enclosed ch ck list and should be corrected 0 jurisdiction to return to the applicant contact person. @.The applicant's copy of the c eck list has been sent to: j Mi& 0 Hm- I 75'15 A/rnudm Ar. f-&s bul 9a-9 E,sgil staff did not advise the applicant contact person that plan check has been completed. (3 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date Contacted: Telephone 8 0 REMARKS: By: ESGIL CORPORATION 718- Enclosures: OGA 0 CM 0 PC r -I JURISDICTION: Ca rls bd Date plans received by plan checker: 7fkf4cl PLAN CHECK NO.: 2.9-181L (?E\/ Date plan check completed:-?/K/TY By:,- pmmx ADDRESS: 2607 Acm% c$ m: mikc 0’ Hm pRJ3W.D: PLEASEREAD Plan check is lhited 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 disabled access. 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. The items shown below 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), Of the Uniform Building Code. the approval of the plans does not permit the violation of any State, county or city law. A. pLANs Please mdre all corrections on the original tracings and submit two new sets of prints, Please indicate here if any changes have been made to the plans that are not a result and any original plan sets that may have been of corrections from this list. If there are returned to you by the jurisdiction, to: and where they are located on the plans. other changes, please briefly describe them Esq;l 6 m. Have changes been made to the plans not \I I resulting from this correction list? Please check. To facilitate checking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this checlc sheet with the Yes No . i . .. Date: 7/15/9q Jurisdiction: TArlshad 0 Bldq. Dept . - - Prepared by: 0 Esgil &wuGt- - ION AND PLANCHECK FEE PLAN CHECK NO. Z'7-IBllp -E!/ BUILDING ADDRESS 207 Acuncr CL APPLICANT/CONTACT /?If 0 'ffurs PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE Air Conditioning Commercial @ Residential @ Res. or Comm. Fire Sprinklers @. Total Value Building Permit Fee $ S CT Plan Check Fee $ 3as,a3/, e2 s ?=I. ae COMMENTS : ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 ' (619) 5601468 - DATE : \Id 90 cad &d APPLICANT JURISDICTION ..JURISDICTION: PLAN. CHECKER PLAN CHECK NO: 639-!AI . SET: PROJECT ADDRESS: -7 .PROJECT NAME: er Lefioolrl Php. SFb U \ \ The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted .herewith have significant deficiencies and resubmitted for a complete recheck. identified on the .enclosed check list and should be corrected The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant.contact person. are resolved and 0 The applicant's copy of. the check list has been sent to: .. 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise -applicant that been completed. Person contacted: Date cont Enclosures: OGA .OAA Ow ODM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 .- - SAN DIEGO, CA 92123 (610) 5601468 DATE : \/4/90 ..JURISDICTION: 'CaC1.S FILE COPY PLAN CHECK NO: €39- \8\L SET: OUPS PROJECT ADDRESS : 2607 ODESIGNER Acuvla, C,t .PROJECT NAME: Rmes Len oo\ ro. SFD d \ 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies are resolved and ',.'n identified on the .enclosed check list and should be corrected . and resubmitted for a complete recheck. The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to. return to the applicant contact person. 'm The applicant.'s copy of -the check list has been'sent to: De.c\v\i 5 Chn ber Lad \o 81 Chvn\m De\ Rio S . *g 13, S $ TI 92\ 0.0 .. .. . .. 6 Esgil staff did not advise the applicant contact person that 0 Esgil staff did advise .applicant that th lan check has plan check has been completed. been completed. Person contacted: wa - - Enclosures: ESGIL CORPORATION \21121/69 .. OGA. .OAA Ow ODM P puws lease make all corrections on the original acings and submit two new sets of prints, and original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, (619) 560-1468. // P 4 a 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 'She.et pf the plans, .we. me of 'the legal ohner~. arld'me of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans mst be signed by the person responsible for their preparation. (California Business and Professions Code). -olcc,r 4IhN signed by the California state licensed and calculations shall be ' engineer or architect responsible for their praparation, for plans deviating from conventional wood frame construction. Specify Business and Professions Code). expiration date of license. (California gross floor area of each element of this Specify on the Title Sheet of the plans the project including dwelling,..garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UHC and UPC and 1987 NEC. Submit fully dimensioned plot plan dram to scale showing location, size, and use of all existing and proposed stluctures' on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes'. Show finish floor elevations and show elevations of adiacent finish erade. Show drainage patterns- with m&h .;lopes. Section 302(c). , P proposed building. Section 302(c). Indicate distance from property ,lines to Show on the title sheet all structures! pools, walls, etc. included under this application. Any portion of the project-shom on the site plan that is not included with the building permit application filed should be clearly identified as "not included." / Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 md 420. Plot the finish grade (as defined) on the elevations and dimension determination. the distance to the floor above, for story P Y Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and inch parapets when the building floor area have no openings. Such walls shall have 30 exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. 1. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to ba protected. Section 5207 (a) 7. hour fire-resistive construction, heavy timber Projections, including eaves, shall be one- or of noncombustible material if they project ?to the 3' setback area from the property ion . of permanently wired smoke area giving access to sleeping rooms or abova ector, centrally located in corridor or stair if sleeping rooms are on upper level. e. Section 1710. section 1210. QUD -I?- ffsovE S-rFrtU 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 devica or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. /c/. When the valuation of a room addition or repair exceeds $1,000, or when slaeping rooms are created, smoke detectors shall be provided at existinq bedrooms per item 16 above. up roof, with rock or gravel surfacing, is 3 .ne* maximum slope for a fire retardant built- Show a minb 2" air space and flashing inches in 12 inches. Section 3203 (e) 2. Section 2516 (e) 7. between planter and building walls. Ihe minim slope for a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3. /le Garage requires one-hour fire Drotection on OUUGE AHD cARpoI(Is Specify minimum 114 inch per foot roof slope for drainaae. or design to SUDDOrt accumulated , the garagi side of walls and ceiling comon to the dwelling. Table 5-B, Section 503 (d). ater. SeEtion 3207 Ia), Seciibn 2305 (f) and /4. All elements supporting floor above garage, ection 2511 (d) 6. including walls supporting floor joists, must b+ \b have one-hour fire-resistive protection on the Show 1 318" solid core self-closing door for openin s between garage and dwelling. Section w- sp par. Section 3207m garage side. Section 503 (b) show compliance 5207 or provide I.C.B.O. (13 aw c,drG 503 (de. /. plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. used for sleeping purposes. Section 1104. . Garages are not permitted to open into a room Show attic ventilation. Minimum vent area is 1/150 of attic area or 11300 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. -~ An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and , Section 3205 (c). E!seEEx Provide fireplace construction details or note holddoms if required. Cnapter 23. construction to be Der attached fireDlace standard drawing. Chafter 37. NOTE: Maximum shear panel ratio is 3 112 to 1 Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, . Doors may open into the garage only if the comply with Section 3006 (d)l and Section 2515 floor or landing in the garage is not more (a). Show ties and t9 wire in horizontal than one inch lower than the door threshold. for height-to-width. Table 25-1. ala m rp~ ~i13 ~~&w&Fc" dd~ Section 3304 (h). .&tLZCi)lJD)& Provide an 18" raised platfom 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). ow height and construction detai s of all sonry walls. Chapter 24. te Vof that pt"eLc0arse cleanout openings + SUQFI~QTIM shall be provided the bottom of all cells to be grout filled accordance with Table 24-0. Cleanouts shall sealed before grouting, after inspection. Show $loor end roof connections td masonry note on the plan the soils pd Walls. Connectiofl'shall resist 200 pounds per classification, whether or not the soil is lineal foot or the actual .design load, expansive and note the allowable bearing whichever is greater. Cross grain tension or value. Section 2905 (c). banding in wood ledgers is not permitted. Section 2310 6 2312 (J)3A. The foundation plan does not comply with the Please review tha report end modify design, soils report recommendations for this project. Provide details for damp proofing the notes and details as required to show usable space exists on the interior side of the foundation walls, below finish grade, where compliance: wells. Section 1707 (d). RXRON'ION FSC% <L& ~6~~~~l~~m~ .. 5IlOl89 5 .. ELECIXICAL OIATIONAL EUXlRIchL CODE). ~11 wiring shall comply with the National Electrical ow on the plan e amperage of the electrical rvice, the location of the service panel and e location of any sub-panels. If service is panel schedule and load calculations. over 200 amps, submit single. line diagram, Show location of all electrical receptacles. Electrical receptacle locations andlor spacing is not adequate in . Show at least'one convenience outlet other than outlets for laundry, etc., outdoors, in garages d bas.mMe;phWC,$.kZf-SZ. ote convenience outlet6 n bathrooms, kitchen ounter top(s) within 6 feet of the kitchen other than for laundry and similar equipment) ink, outdoors, and in garages and basements hall be GFI protected. NEC, Art. 210-8. wm I &a0 SEe BELOW -~ "_ PLLRBlM (QNFOFM FTDiBMG COOS). Show water heater size, tme and location on plans. UPC, Section 1301. 61. Show source for providing combustion air to P' fuel burning water heater. If wall openin s'in an enclosure are used, at least one-half of the required opening area shall extend into the umer twelve inches of the enclosure and one- / 6. Show shower stall can accoumdate e 30" circle UPC 909 (d). and has a minh floor area of 1,024 sq. in. ~" / WISE "ON tnraocPs1 Show details of duplex counnon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact ~ Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 25. /16 / 8. Show how penetrations of assemblies for piping, 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. 9. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. "51xe rmit applica Ions received after June 30, Energy Standards. Provide- calculations 1988, are regulated by the new Residential and worksheets to show compliance. The new regulations require a properly . completed and properly signed Form CF-1R to be plans or "sticky backed" on the plans, to either imprinted on the plans, taped to the allow the building inspector to readily compare the acta1 construction with the requirements of the approved energy design. &if within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into ..bath. 'or bedroom. UPC, Section ?Re ~~k~~i?~. 3 e 6@fl& Code to sign such documents. Document signers Division 3~-0f the Business and Professions of the Business and Professions Code. Please damage. UPC. Section 1310. barrier to protect water are subject to the limitations in Division 3 . Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. Ihe signer shall be a civil engineer, mechanical general building contractor, mechanical engineer, electrical engineer, architect, contractor, or electrical contractor licensed or registered to practice by the State of California or other individual elieible under .* 3. r. Specify on the buildine Dims all of the mandatory energy conservation requirements as listed on the enclosure titled, 'Mandatory Enerev Conservation Reauirements". Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). A. show the make, model and efficiency of the Show on the Title Sheet on the plans, the In -firu%tK space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/€k. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing required by the attached Developmental Services Sheet 112383. All nzw<e%ential buildings, including additions, require a soils report. Please submit two copies. oved or relocated due to the addition. &urn& U6c 3 9~14 f 8. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural fluorescent general li ting in beam and column supporting the fire separation (s) per CAC, Title 24, 2-5352(3). between the garage and living area above, is acceptable if shorn on the plans. (city Please see additionbl. CorreCtions, or r-ks, on the following page. UFZSBAD S.P.D. h policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sac. 18.04.230). Show cqliance with UBC Section A. E:eLdinsnce 9792 requires two parking spaces/unit with clear area of 20'xZO' i.e. no washing machines, etc. Show compliance. te exhaust fans cannot be ductless type (city 191 Please see additional corrections, or remsrkp, 9. Energy conservation design should be for Zone 7 . See attached energy packages. IiCY).::. 0 . :I .-.- on the following page. w. residential units must b+ pre-plumbed for ture solar water heating. Note "two roof The City of Carlsbad has contracted with Esgil cks must be installed" where the water heater Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number is in the one story garage and directly below the mst south facing roof (City Ordinance No. project. If you have any questions regarding these of 619/560-1468, to perform the plan check for your plan check items, please contact 3/4" copper pipes must be installed ..,-ebuc\c h\heflC\ ewha\\ mOst convenient future solar panel when the water heater is not in a one at Esgil Corporation. If you have any questions story garage and is not directly below the most regarding City Building .permit procedures, please outh facing roof. (City Ordinance No. 8093). contact Carter Darnel1 'at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. piping for present 'or .future solar water mst be inrulated when in arfas that are not heated or cooled by mechanical mans lhank you. \ .. (city policy). Enclosures: 4 1. , '. x. 2. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE : nIda9 JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: SET: i PROJECT ADDRESS: 2207 )~CLLV\ e,.. c-t EUPS LDESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted' herewith have been corrected where building codes. 0. with the jurisdiction's building codes .when minor deficien- The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. 4 The applicant's copy of the check list has been sent to: .. Deu\y\L< ebawbetlad Io plan check has been completed. Esgil staff did not advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ' Date contacted: Telephone # <. 0 REMARKS: Enclosures: OGA OAA Ovw ODM .. . FoRmoRu: PLEASERFAD Plan check is limited to technical requiramsnts contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code And state laws regulating energy Present California law mandates that residential -construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. iol28l87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions RaoB m: SO32 adopted by ordinance. smmgs: Two The circled items listed need clarification, man!: 23-6 k I, modification or change. All items have to be satisfied before the plans will be in conformnnce with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state. county or city law. To Soeed UD the recheck Drocess. note on this list lor a CODV) where earh corrd on it- has RBIuI(I(s: PunarscRBCnorr~ addressed i.e.. ~l~n sheet. soecification. etc. Be ~OpCARLsBm sure to enclose the marked UD list when YOU subit SIllGLBFAMLIARDalpWBx the revised ~lans. Date plw received by jurisdiction: l\l2l/ 89 I\ /?-I I89 J Date plans received by Esgil Corporation: \2(b[69 ay:chuck kende~C\a\\ Date initial plan check completed: Appliwnt contact perso : &!d&i!phone: 294- 8806 NUITS: P~~AWllCrrm~MPK;BS~VIAno~IPPG~CORWCIlQIS~~: List NO. 63, Carlsbad Shle Family hrallhg and Duplex With All Supplmts. (1985 UBC) 0 / P // EeBS Show on the title sheet all structures, pools, walls, etc. included under this application. Please make all corrections on the original Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: identified as “not included.“ Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, (619) 560-1468. 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 jurisd,iction, 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)7. All sheets of plans mist be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). P Specify on the Title Sheet of the plans the project including dwelling, ._ garage, carport, gross floor area of each element of this patio, deck and balcony. Section 302(c). plans that this project shall comply with Title Provide a statement on the Title Sheet of the 24 and 1985 UBC, VnC and UF’C and 1987 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. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimumslopas. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). 9 P / Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations end dimension the distance to the floor above, for story determination. P’ /d r’ p: f” @ f” rn PRolECzIOR Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 exceeds 1,000 square feet on any floor. inch parapets when the building floor area (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more thm 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. . Plastic skylights shall not be installed within 8’ of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 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 pennsnently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. section 1210. 2UQ we &WVE Srr& 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. /. when the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existin% bedrooms per item 16 above. 38 J 1 P /y/ 4 ** ROMSIZILS. urn. VEWIllARMl m GLAzxw Glazing, in the same wall plane as a door, Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 sauare feet of floor area. must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. A Siction 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 must be 1/10 of the floor .area and a minimum of 5 square feet. In bathrooms;laundry rooms and minimum is 1.5 sq. it. (Section 1205'(a)). similar rooms 1/20 of area is required and At least 112 of the comon wall must be open and have an opening not less than 25 sq. it. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall must have an openable area of at least 5.7 not exceed 44" above the floor. The window square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. /. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 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 posts and protective walls or railings not long side open to the room below except for exceeding 42" in height. Section 1716. A. The loft vou show does not comlv as a { mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. ~ ~~~~ ~~~~ "I " ~~ ._ Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry Floors above the second story shall have not less than 2 exits. Occupied roofs may have windows are not provided. Section 1205 (a). rooms and similar rooms if required openable one exit if such occupied areas are less than 500 square feet and located no higher than No habitable room other than a kitchen, shall imediately above the second story. Section be less than 7'OA in any dimension. Section 3303 (a). Required exit doomeys shall be not less than r/ 36" in width and not less than 6'8" in height, Show that ceiling height for habitable rooms is and shall be capable of opening at least 90 a minimum of 7'6". Section 1207 (a). Ems. SUmfKis. m RATLWGS , degrees. Section 3304 (e). P @ hallways, corridors, and bathrooms is a minimum Show ceiling height for laundry rooms, of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 1 Specify safety glazing for glazing in hazardous to such doors and glazing adjacent to walking locations such as glass doors, glazing adjacent surfaces. Section 5406. FCIEUJCC( meS Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. A Pro-:ide stairway and landing details. Section 3306 (b) 6 (c). Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. / Minimum headroom is 6'6". ,d Minimum width is 36". A All handrails per Section 3306 (j), shall satisfy the following: / Provide handrail for stairways with 4 or more risers. p' Handrail shall be 30" to 34" above the nosing of treads. .. .. . The handgrip portion of handrail shall be not less than 1 114" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i) . A door may open inward at the top step of a stairway provided the top step is not more than 7 112" lower than the floor level. Section 3304 (h). with Section 3306 (a): Provide details of winding stairway complying a. Uinimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. C. Minimum width is 36 inches. Provide spiral stairvay details, per Section 3306 (f): a. Uinimum run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 112 inches. Maximum clear opening between risers is 6,inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral staimays may not be used for required exits when the area served is greater than LOO sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number calculations for metal stairway, or submit plans and registered with the building department or and approved fabricator be submitted to and approved by the building note that the stairway fabrication plans shall official prior to installation. In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within An exit balcony with 2 separated stairways is 10 feet horizontally of an exterior stairway. exempt. Section 3306 (1). openings in exterior walls below or within 10 feet, measured horizontally, of an exterior assemblies having a three-fourths-hour fire stair shall be protected by self-closing fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). J: fQ /" / Exterior staiways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 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 0 /* (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). /. specify roof slope. . Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof mterial and application. Chapter 32. Dm< IApiTcLI AG Sll0189 4 The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slooe for a fire retardant built- up roof, witi;ap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3. ~ ~~." Specify minimum 114 inch per foot roof slope water. Section 3207 (a), Section 2305 (f) and for drainage or design to support accumulated Section 2511 (d) 6. Show roof with Sections 3401 and 5207 or provide I.C.B.O. Provide skylight details to show compliance approval number. D.EcLC overflows. Section 3207, Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is at least 50% of the required vent is at least 3 11150 of attic area or 11300 of attic area if feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be Der attached firenlace between planter and building walls. Show a minimum 2" air space and flashing Section 2516 (c) 7. GNw;EANDcmKnas /l. Garage requires one-hour fire protection on the garage side of walls and ceiling comon to the dwelling. Table 5-B, Section 503 (d). i.f A11 elements supporting floor above garage, including walls supporting floor joists, mst have one-how fire-resistive protection on the garage side. Section 503 (b) Show 1 318" 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. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header plate line, method bracing garage front and over garage opening, lateral cross bracing at holddokns if required. Chapter 23. // f standard drawing. Chafter 37. NOTE: Maximum shear panel ratio is 3 112 to 1 Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 . Doors may open into the garage only if the floor or landing in the garage is not more (9. Show ties and t9 wire in horizontal than one inch lower than the door threshold. ~o~nts. Section 3304 (h). for height-to-width. Table 25-1. , 0 masonry walls. Chapter 24. 66. Show height and construction detal s of all 6h Note that cleanout ODeninnS shall be Drovided &9t!ZCOJD)& pcxlL * SUFRJCLTIM w at the bottom of all 'cells- to be groui filled be sealed before grouting, after inspection. in accordance with Table 24-6. Cleanouts shall Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actuil design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UHC Section 508, UPC Section 1310 (a). ZBS 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 soils report recornendations for this oroiect. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the Please ieview the report and modify'deiign, notes and details as required to show compliance: walls. Section 1707 (a). @ the' soils reDort recommendation for Provide notes on the foundation plan listing f. Show foundation sills to be pressure treated, or eaual. Section 2516 IC) 3. .I foundations, slab *and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan! grading plan and specifications have been renewed and that it has been determined that the recornendations in the soils report are properly incorporated into the construction docments (vhen required by the soil report). The soils report recornendations 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: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and report and approved plan." reinforcements comply with the soils /. Shy height of all foundation walls. Chapter d Show heipht of retained earth on all foundation J 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 o cuts and fills. Chapter 29. S\TE QUN 6 IbWS BED i?N EXrrUMMG ovl=-R FILL SLOPE Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). - Show foundation bolt size and spacing. Specify size, I.C.B.O. number and mufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). hold down anchors must be tied in place prior If hold downs are required, note on plan that to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls pd @ p6 and shear walls. Section 2907 (b). p' ad . Show on the plans stepped footings for slopes steeper than 1:lO. 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) 2. A. Show pier size, spacing and depth into undisturbed soil. Table 29-A. , rt2 #. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. f.or each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Note on plans that surface water will drain away from building and show draiMge pattern and key elevations. Section 2905 (f). Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of .discharge or the inlet of an 3. Show wall bracing. Every exterior wood stud approved drainage device a minimum of 12 inches wall and main cross-stud partition shall be braced at each end at least every 25 feet of plus 2 percent. length with 1 x 4 diagonal let-in braces or Dimension foundation per U.B.C. Table '29A: equivalent. Section 2517 (g) 3. In 2-story buildings, shear panels at the first story (at least 48 inches in width) SUDDOrted* St-811 DeDth dSS shall be located at eacn end or as near thereto as possible and comprise at least 25 1 2 6" 8" 12" 12" 15" 18" 6" percent of the linear length of the wall, or 7" 3 10" 18" 24" 8" provide design. Section 2517(g)3. pRAwsG P Floorh Footin ' nFoundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals held inline. Sac. 2506 (h), 2517 (d) 6. not exceeding 8 feet, unless both edges are td td 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 7. Show double joists. Floor joists shall be parallel with the joists- Section 2517 (d) 5. doubled under bearing partitions running Bearing partitions, perpendicular .to joists, shall not be offset from suoDortini2 nirders. I beams, walls or partitions, mcie --&e dep.& of the joist. Section 2517 (d) 5. /.6 P 9. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4- 0. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. $. Show double top plate with minimum 48'' lap splice. Section 2517 (g) 2. n (d 25-Q. 112. Show nailing will be in compliance with Table Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 wall; foot intervals along the length of the b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls ,under the stairs are unfinished; and d. in openings around vents! pipes, ducts, chimneys, fireplaces and srm~lar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 stud heights: Bearing wall: 2 x4 and 2 x 6 max. 20'. Table 25-R-3. 5. Studs supporting two floors, a roof and fl ceiling mst be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-bean and post-to-footing plan. Section 2516 (m). connections and reference the detail to the Detail shear transfer connections, including roof and floor diapiuagms, 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)]. / /21 of three story building. Table 25-R-3. 0. Show 3" x 4" or 2" x 6" studs in first story Provide truss details and truss calculations for this project. identification numbers on the plans. Specify truss Show 112" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). plan. Section 302 (cj. Provide roof framin plan and floor framing . Provide framing sections through J Section 302 (c). fi wide. Section 2517 (9) 5. 5. Specify all header sizes for opening over 4' horizontal framing members and post footings. Provide calculations for main vertical and Section 302 (b). /- tzs t.4 7. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comnents below or at end.) 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. 0. Individual concrete or masonry. piers shall project at least 8 inches abbve exposed ground unless the columns or posts which they support are of approved wood of nature1 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. 2. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood thickness, 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" high, framing shall be solid blocking. Section 2517 (g) 4. If foundation cripple wall studs are less than .. 14" high, framing shall be solid blocking. Section 2517 (g) 4. /r' Q td ;24 6. 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) 4. 137. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 8. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at 'least one size larger than supported rafters. Section 2511 (h) 3. In open beam construction, provide strap ties across the baams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 141. Show the A, location of all heating and cooling appliances or systems. 0 h Show source of combustion air to furnace, per Chapter 6, UMC. /. P Q Y Q F?- 62 Q r/ 3. 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. UBC, Sec. 1211. . Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 45. Note on plans? "clearances to be per manufacturer's listing." Section 504, UMC. 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. 147. Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 149. Note that passageway to the attic fume shall ba unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 150. Show pelnwent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. 1. Show details to comply with Section 109 for furnace under the floor, or Section 110 for roof or outside furnace. Note on plan: Gas vents and non-combustible piping, in valls, passing through three floors or less shall be effectively draft stopped at UBC, Section 1706 (a) 6. each floor or ceiling. J": Wgtde dryer vent to outside. UMC, Section 5110189 8 FZECDUCAL (NAl'IoruL FZECDUCAL aDDEl All wiring shall comply with the National Electrical Code. 154. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is panel schedule and load calculations. over 200 amps, submit single line diagram, Show location of all electrical receptacles. Electrical receptacle locations andlor spacing is not adequate in Q . show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC. Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements shall be GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment) ALSO sa %LOW Note electrical system ground to be provided per NEC, Art. 250-81. mu(BDIG (uRIRIRI( mnnaMG CODE) Show water heater size, type and location on plans. UPC, Section 1301. P' fuel burning water heater. If wall openin s'in 61. Show source for providing combustion air to 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. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Id. Show T and P valve on water heater Ad show / route of discharge line to exterior. ~~~ ~~ ~ UPC, Section 1007 (e). Show shover stall can acconmodate a 30" circle and has a minimum floor area of 1,021r sq. in. UPC 909 (d). f /d / 0 f tx 7. Show details of duplex comon (party) Walls and floorlcailing assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class Title 25. (IIC) rating on floorlceiling of 50 decibels. 8. Show how penetrations of assemblies for piping, 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. 9. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. ImRGX OMIsFRPATIon 170. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide- calculations and worksheets to show compliance. 1. The new regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. . Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 0 173. All energy items shown on the plans must be in ameement with the information shown on the @N ote on the plan that hose bibbs and lawn prevention devices. UPC, Section 1003(h) h sprinkler system shall have approved backflow (9. Specify on the buildine Dlans all of the mandatorv enerev conservation reauirements as listed 'on the-enclosure titled; "Mandatory Enerev Conservation Reauirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BRIIHr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 0 177. Provide fluorescent general lighting in kitchen(s) per CAC,"Title 24, 2-5352(5). Please see additiondl correctipns, or remarks,. on the following page. URLSB4D S.P.D. h DIlpLgR 9. Energy conservation design should be for Zone 7. See attached energy packages. /' /, policy). 0 0 @A 11 piping for present or ,future solar water 0. Floor drains must have auto-prime (city policy). 1. Note exhaust fans cannot be ductless type (city 182. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks mst be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 183. Note "two 314" copper pipes must be installed to the mst 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). heating nust be insulated when in ares that are not heated or cooled by mechanical -8 (city policy). / 0 0 f / 3203(e). 0 5. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 186. Show on the Title Sheet on the plans, the informstion required by the attached Developmental Services Sheet 112383. 187. All new residential buildings, including additions, require a soils report. Please submit two copies. 8. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural between the garage and living area above, is beam and colm supporting the fire separation acceptable if shown on the plans. (city #* policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sac. 18.04.230). Show compliance with UBC Section 90. City Ordinance 9792 requires two parking washing machines, etc. Show compliance. spaceshit with clear area of ZO'x20' i.e. no 191 Please see additional corrections, or remarks, on the following page. 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 project. If you have any questions regarding these plan check items, please contact chuc IC ke* d Pwha \I at Esgil Corporation. If you have any questions regarding City Building pennit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 6191438-1161. Thank you. Enclosures: I I I DEVELOPMENTAL SERVICES BWLDlNG DEPARTMENT Citp of &arI$bab THE INFORMATION LISTED BELOW MUST BE SHOUN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING He Address Je$il Description &-sGssor's Parcel Number 0 > Quantity of Grading in cubic yards > Contact Person - Name and daytime Phone Number > Circle any Planning Commission or City Council Action on this Property: Variance, Corditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER 89- \ 8 I b cd 112383 Date1 12$0[%9 CITY OF CARLSBAD Prepared by: Bldg. Dept. a VALUATION AND PLAN CHZCK TEE 0 Esgil PLAN CHECK NO. 89- \ % BUILDING ADDRESS !&nl h Ufla c? APPLICANT/CONTACT’RL.~~~~ C!m&-\& PHONE NO. 294- BUILDING OCCUPANCY DESTGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE I I I Air Conditionine Commercial Residential . \207b e !L4n 5032 @ Res. or Corn. Fire Surinklers To tal Value e 381495 Building Permit Fee S Ib26SO Plan Check Fee $ s l057,2% plan check fees calculated per 1985 .UBC. Plans received by Esgil after July 31, 1987 shall have permit and SHEET I OF 1 12/87 ENGINEERING CHECKLIST BUILDING PLANCHECK DATE: I!!- //-89 ITEM COMPLETE PLANCHECK NO. 8?/8/6 0 ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 a7 I4coA.m c7: SNR TDD - X ITEM SELECTED C C C PROJECT ID: A~b~fovre~&z~~~s 51% HHH E E E LEGAL REOUIREMENTS dd 1. Provide a 'fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. / 2. 3. Provide legal description and Assessors Parcel Number. Discretionary ADDrOVal ComDliance .. 4. No Discretionary approvals were required. for Project No. HDP 89-G 5. Project complies with all Engineering Conditions of Approval 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. - C. Site is served by overhead power 1 ines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Reauirements 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 84" x 11" plat map and submit with a title must be approved and signed by owner(s) prior to issuance of report and the required processing fee. All easement documents Building Permit. The description of the dedication is as follows: Dedication completed, Date: By : Imorovement Reauirements 1 11. No public improvements required. SPECIAL NOTE: Damaaed or defective imDrovements found adjacent to building site must be reoaired to the satisfaction of the City insoector orior to occuoancv. 12. construction of public improvements pursuant to Section 18.40 Pub1 ic improvements required. This project requires of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : FRM0010.DH ~ 1 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By : - 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. fill, import, export). Include accurate estimates of the grading quantities (cut, - 14. No grading required as determined by the information provided on the site plan. L15. Grading Permit required. A separate grading plan prepared by ~2.89.31 a registered Civil Engineer must be submitted for separate NOTE: The Gradina Permit must be issued and aradinq plan check and approval through the Engineering Department. substantiallv comDlete and found acceDtable to the Citt Insoector orior to issuance of Buildina Permits. Grading Inspector sign off. Date: ?/?' By: bcoic./@ Miscellaneous Permits - 16. Right-of-way Permit not required. 217. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: D/zrrlf'V k!f=GiaAW 218. Sewer Permit is not required. - 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 220. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By : Fees Reauired *2. Park-in-Lieu Fee 223. Traffic Impact Fee Quadrant:= Fee per Unit: - Total Fee: %u& Fee Per Unit: '670- Total Fee: 'dm A24. Bridge and Thoroughfare Fee #&&as. Fee per Unit: Total Fee:'*- e a25. Public Facilities Fee required. 226. Facilities Management Fee Zone: 6 Fee:#2?/Oe Sewer Fees Permit No. EDU's /8k@ Fee: - d28. Sewer Lateral required: LCWO ! FRM0010.DH I / PuNNINccsiEcKu= Plan Check No. cg 39- lgl6 Address 2GO-J ACvvla C*Gf Planna Ls,l;f kLbw\Phone 438-1161 em. 4455 (4 APN: ‘2’5- 471 - IC. (Name) Type of Project and Use st+L - -f am . 1 ly Zone R- !/PC Facilities Ma&&ent Zone 6 CFDCiao A, od ”I” cvcle Or property m, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) hbh ESP Si! @I Item Complete SSS ”- Item Incomplete - Needs your action PLL ‘7 1,2,3 Number in circle indicates plancheck number where deficiency was identified @ha EnvirwmcntalRNicwRrqrtirrd: YES-NO DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ~dDkdomqAction~ YES-NO-TYPE J kIk,& b-l-9,” %&)+ /+b.w.dr”” APPROVALJRESO. NO. W/A . DATE: ?/S/ 9 ? PROJECT NO. kD? 5??-2& OTHER RELATED CASES:. Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval J P - t o.-str“,t.,m & JK 47,,cf;r.Q clbt-+iS.I\ % ovsc arodu~ SI^> Ad*-tm-a&~~ G\am &hs@d Fw +Lu 6‘-k . . .. pamitRrqrtirrd:YES-NO DATE OF APPROVU: San Diego Coast District, 31 11 Camin0 Del Rio North, Suite 200, San Diego, CA. 92108-1 725 (619) 5214036 Compliance with conditions of approval? if not, state cor~~ons which require action. Codtiom of Approval rr ~ .*, 1. Provide a fully dimensioned site plan drawn to scale. Show: Nod arrow, property b, easements, existing and proposed sm~ctw.~, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. .I 2. Provide legal description of property, and as~cssofs parcel number. 20- do 0 1. setbacks: Front: Rquired Shown Int. Side: Rquired Shown Street Side: Rquired Shown Rear: Required Shown do 0 2. Lot coverage: RUluired Shown do 0 ~ 3. Height: Rcsuircd Shown do 0 4. Parking: Spaces Required ' - shown Guest Spaces Required shown OK TO ISSUE AND ENTEReD' APPROVAL INTO COMPUTER DATE ?/ d?Y / PLANNING CHECKLIST ~ (Name) Type of Project and Use 6p &dMW . Zone A p-0 Facilities Management Zone 6 wsn!l Item Complete @ Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified G%o Enviromental Review Required: YES .>r NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. ~ ~~ Discretionary Action Required: YES NO - TYPE #D? APPROVAL/RESO. NO. - DATE : 9kk9 Compliance with.conditions of approval? If not, state conditions which require action. .. Coastal : YES - NO - DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval i ‘I 00 0 00 0 00 0 00 0 00 0 00 0 00 0 no 0 on 0 00 0 Landscape Plan Required: VES NO - See attached submittal requirements for landscape plans Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow. property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. .,Z. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical 1 ines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor’s parcel number. Zoning: 1. Setbacks: Front: Required - Shw Int. Side: Street Side: Required Shw Required Rear: Shom Required - Shown 2. Lot coverage: Required - Shown 3. Height: Requi red Shown - 4. Parking: Guest Spaces Required Spaces Required Shown - Shown k Additional c-ts and remarks have been .rdr 01) th. building plans. These marked-up plans may be picked up at the Building Departmt. These urked- up plans must be ksubmitted with th. revised plms for this project. Have plans been marked up? YES w- Additional Colrntr OK TO ISSUE DATE .3/ 13) PLNCK . FRM PLANNING/ENGINEERING APPROVALS TENANT IMPROVEMENT SlDENllAL ADDlTl PLAZA CAMINO REAL VILLAGE FAlRE COMPLETE OFFICE BUILDING PLANNER DATE ENGINEER DATE U . , CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE .1 i Site access to requeated lots adequate and logically grouped Site erosion control measures adequate .? .' , *I PROJECT INSPECTOR: ESco F6&2 DATE: 3-q- 40 PROJECT ID: LOrq[ bf 7-T 7: - 4 GRADING PERMIT NO.: P€2.87.3/ LOTS REQUESTED FOR RELEASE: b-7- 9/ fsm) N/A = Not Applicable 0 . = Incomplete or unacceptable ,/ = Complete *.. .... *.., j_. 1st. 2nd. 1. 2. 3. 4. 9. Project conditions of approval checked for conflicts 10. Can water service be installed prior to bringing building combustibles on site. Overall site adequate for health, safety and welfare of public Letter of request for partial release submitted 8-1/2" X 11" site plan showing requested lots submitted Compaction report from soils engineer submitted Engineer-of-work certification of work done and pad elevations Geologic engineer's letter if unusual geologic or subsurface conditions exist Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. partial release of the site is denied for the following reasons: I. -. + . . 2075 LAS PALMAS DRIVE CARLSB~D,CALIFORNIA92009-4859 O/ke of the city Engineer (619)4381161 TELEPHONE ,* . TO : DEVELOPMENT PROCESSING SERVICCS FROM : ENGINEERING INSPECTION DIVISION DATE : - 9- 70 ROUGH GRADING APPROVAL FOR PROJECT NO. PC 2.g~. 31 (P.E. or TRACT #) - l?b - 2607 hah c'i: (Project Name and Address) (Developer's Name and Address) We have inspected the grading for Lots q/ or Phase - : of the above mentioned project. In addition, we have received rough grading certification from ARd%P.J-%+L t k+TiC , the Soils Engineer, dated 3- 840 , and from Bk kd DedeloorneIzr the Supervision Grading Engineer, dated 12- 29- R9 , and are satisfied - that the rough grading has been completed in accordance with City Standards. . Based on these certifications and our observation, we take no exception to the : issuance of a building permit for Lots 9/ or Phase of ". project 5Fb ACWA from a grading standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availa- bility, or final grading. - -< We will need to be advised prior to the issuance of a Certificate of Occupancy so that we can verify that final grading and landscaping has been completed in accordance with the approved plans for the project. .. / B 6 .A2%.L 1 . I Projebt Gradi&Hnspector Sr. Cohstruction Inspector / DEPARTMENT OF PLANNING AND LAND USE CODES DIVISION San Dicyo. CA.92 I23 565-5920 Sari Marcus, CA 9206Y 74 1.4236 (619) 741-0533 \\E\ LABORATORY COMPACTION TEST RESULTS I DATE TEST LOCATION .B;B. fr8. FIELD FIELO DENSITY DENSITY COMPACTION MAX. DRY RELATIVE NO. OF TEST n IS LIRE 1535 S. Escondido Blvd. SITE:Z~O~ ACWA t~ Escondido. CA 92025 CARJ-SR&b r:fi LAND DEVELOPMENT Engln*rrlng 6 Surwylng 5201'Rulfin Road. Suite $I San Diego Office SRn Diego. CK 92123 565-3920 County of Sari Diego DEPARTMENT OF PLANNING AND LAND USE North County Ollic~ 334 Via Vera Cnuz Sa" Marcor. CA 92069 741 -4236 A, MMR PROBLEMS COMMON TO CLAY SOILS 1. Clay ylih shrink when allowed to lose their nloi5ture. ttmtebv causing withdrawal of support and allowing a ConcrBte slab or foundation to move downward. 2. Clay soils expend when ai1Qwed to gel" moisture. Soil expanlion causes an upward pressura upon and eIt upward movernent of a concrete slab or foundation. 3. Cley soil. may be nonuniformly subjected to moisture changes that will cwse soil shrinkme in some arms and soil expansion in others. creta slab or foundation. combined with an upward thrust on other rerultlng in withdrawal of support dong soma portions of the corl. portions 01 the deb or foundntion. cwring tilting or clacking of the attendant cracking and other structurai damage to the structure covcmte slab or foundation or complete structur~l failure with resting upon the EOIIC~BI~ slab or foundation. 4: Capillary action in ciay soil allows moistura to move through the concrete slab or foundation can CBU~ R decrease ill the bearing EBD so11. The upward migration throuqh the soil to the under side of the acltv of the soil. 5. CaoillaTy action can result in moisture migration ID the under ride of the Concrete slab. Moisture lnovement through the concrete slab can result in damage to tiles. carpeting, or other materials installed on the upper ride of the concrete slab. I c 1. l'haroughly Wet Soil Watting places the clay soil in an expanded corvdition IO as to pre. cluda future expansion of the soil. Plncar fwtlngs at a depth where major changes in the moisture con- tent of the soil will not occur as seasonal arnd ground surface water conditions vary. Continuous bars provide a benm action for the concmte footings to allow those footings to bridge acrosl the underlaying clay soils that may not have uniform bearing ability or may not ba wbjacted to uniform changes in moisture. A 4" thick dah inominall provider wlwt is deemed to be a minmum thickness to effectively se~m as a reinforced concrete slab. Wiro mash reinforcement in mid4ab pnlvents the slab from *owing distress in the event nonuniform soil s~pport or nonuniform mil expmsiva pressures develop. Provider a capillarity breaker type of material. Moisture will not rw coarse material. such as fine sand or fine granita. through the material as It would in the original clay or in B less 2. Footings to ba 24" Deep 3. Continuous Reinforcing Steel 4. Slab to be 4" Thick INominslI 5. Mesh: 6x6/10x10 Welded Wire Mesh 6. Layer of 114" Min. Rock or Gravel 14" tleepl 7. Viqueen Moisture Barrier 16 mil) Properly lapped it providas a vapor seal atop and along the verticai sides of any erpocsd~clav soil to seal off the moivture within the somi so a1 to reduce variations in the volume 01 the soil dua to changes in moisture and to also reduce the risk 01 moisture migrating into the area between the under ride of the slab and the top of tha clay soil. 8. Refer to Items C-5. 6. 7. 8 2nd 9 of OPL No. 65A 1See Revcrrel 0. COMPLIANCE WITH DESIGN REOUIREMENTS PRIOR TO PLAC ING CONCRETE SINGLE STORY DESIGN IN0 Sd.1 SOIL INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE LOT 91, TRACT 75-4. MAP a302 CARLSBAD, CALIFORNIA PREPARED FOR: Elston Palmer 101 Copperwood Way, Suite ID' Oceanside, California 92054 PREPARED BY: KETCHUM ENGINEERING, INC. 7818 Quebrada Circle Carlsbad, California 92009 P March 16, 1987 (619) 944 -1836 CALIF..92009 Elston Palmer 101 Copperwood Way, Suite 'Dl Oceanside, California 92054 KE 8717 Report No. 1 Subject: Soil Investigation for a Proposed Single Family Residence, Lot 91, Tract 75-4, Map 8302, Carlsbad, California. Gentlemen: We are pleased to present the results of our soils investigations for the subject project. This study was performed in accordance with your request and our proposal dated February 27, 1987. f- The results of our field investigation and laboratory tests, as well as our conclusions and recommendations, are presented in the accompanying report. We appreciate this opportunity to be of professional service. If you have any questions, you are welcome to contact this office at your convenience. Respectfully Submitted, KETCHUM ENGINEERING, INC. E. N. ietc\hum, R.C.E. 26267 President ENKf ct CC: (5) Submitted TABLE OF CONTENTS Page r Introduction and Project Description ........ 2 Purpose and Scope of Project ............ 2 Field Investigation ................ 3 Laboratory Testing ................. 4 Site Description ............... 5 Findings ...................... 5 Subsurface Soil Conditions .......... 5 Groundwater .................. 6 Seismic Survey and Rippability Characteristics ... 6 Rippability Charts .............. 7 Seismic Traverse . Summary of Results ..... 9 Rippability Characteristics of Granitic Rocks . 7 Seismic Traverse Limitations ......... 10 Conclusions .................... 12 Recommendations .................. 13 Site Preparation ............... 13 Cut and Fill Slopes .............. 15 Foundations and Concrete Slabs-on-Grade .... 16 Pavement and Drainage ............. 18 Earth Retaining Structures .......... 19 Limitations .................... 21 ATTACHMENTS Plate 1 Vicinity Map Plate 2 Site Plan Plate 3 Unified Soil Classification Plates 4-9 Trench Logs Plate 10 Maximum Density & Direct Shear & Expansion Test Plates 11-15 Seismic Traverses Plate 16 Weakened Plane Joint APPENDIX Recommended Grading Specifications KE 8717 Page 2 SOIL INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE LOT 91, TRACT 75-4, MAP 8302 CARLSBAD, CALIFORNIA INTRODUCTION This report presents the results of our soils investigation for the subject site. The vicinity map for this project is presented on Plate Number 1. Plate Number 2 shows the site configuration and the locations of our subsurface explorations. To assist in the preparation of this report, we were provided with preliminary plans that were prepared by Lewis Holston, project architect. PROJECT DESCRIPTION r This project is located on the north end of Acuna Court, Rancho La Costa, County of San Diego, California. Development of this site is proposed to consist of constructing a two story, wood frame home with raised floors and slab-on-grade construction. PURPOSE AND SCOPE OF PROJECT The purpose of this investigation is to develop information re- garding the on-site soil conditions to determine their suitability to receive the proposed development. The scope of this study includes the following: KETCHUM ENGINEERING INC. KE 8717 Page 3 r a) Explore the subsurface conditions to the depths influ- enced by the proposed construction. b) Evaluate, by laboratory tests, the pertinent engineer- ing properties of the various strata which will influ- ence the development, including their bearing capacities, expansive characteristics and settlement potential. c) Define the general geology at the site including possi- ble geologic hazards which could have an effect on the site development. d) Develop soil engineering criteria for site grading and provide design information regarding the stability of cut and fill slopes. e) Complete a seismic survey to determine the rippability characteristics of the dense on-site materials. f) Determine potential construction difficulties and pro- vide recommendations concerning these problems. g) Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended foundation design. h) Prepare a report that presents our findings, conclusions and recommendations. FIELD INVESTIGATION Our field investigation was conducted on February 27, 1987, and consisted of visual observations of the existing surface condi- KETCHUM ENGINEERING INC. KE 8717 Page 4 r tions and completion of six subsurface excavations. These exca- vations were made by means of a backhoe under the observation of our technical personnel. All soils encountered were visually classified in accordance with Unified Soil Classification System that is presented on Plate Number 3. The representative soil samples obtained were transported to the laboratory for testing. Please refer to Plates Numbers 4 through 9 for the field logs. The seismic survey for this study was performed on March 9, 1987 and included the performance of five shallow refraction engineer- ing seismograph traverses using a Bison Instrument Signal Enhance- ment Seismograph Model 1570B. The locations of the traverses are shown on the attached Plate Number 2. Results of the seismic traverses are included herein on Plates 11 through 15. A summary of these traverses is presented on Page 9. r r LABORATORY TESTING Laboratory testing on selected soil samples were completed in conformance with the general practices and procedures as recom- mended by the American Society for Testing and Materials (A.S.T.M.). These tests are briefly outlined below: a. Soil Sample Classification: By visual examination, the sampled soil classifications made in the field were further evaluated in accordance with the Unified Soil Classification System. The'final classifications are presented on the exploratory logs. b. Field Moisture Content and Dry Soil Density: The mois- ture content in percent of the soils dry weight and the dry unit weight in pounds per cubic foot were de- termined for selected soil samples. Please refer to the exploration logs for the results of these tests. KETCHUM ENGINEERING INC. KE 8717 Page 5 r i c. Maximum Dry Density and Optimum Moisture Content: In accordance with the A.S.T.M. Standard Test D-1557-70, Method A, the maximum dry density, (pounds per cubic foot), and the optimum moisture content, (percent of the dry density), were established on typical samples. Plate Number 10 presents the results of these tests. d. Expansion Index: The expansion index was determined for selected soil samples in accordance with the Uni- form Building Code Standard No. 29-2 to determine their expansive potential. Please refer to Plate Number 10 for the results of these tests. FINDINGS SITE DESCRIPTION r The site is a rectangular shaped parcel that is located on the north end of Acuna Court. Drainage on-site is by sheet flow towards the north. The site slopes gently downward and north- ward from Acuna Court. A bparce covering of the native grasses and shrubs cover the site. A 15 foot easement is parallel and adjacent to the northern property line. SUBSURFACE SOIL CONDITIONS The site ispartially capped with some fill that is a rocky, silty clay or clayey silt. This 12 to 18 inch expansive fill material was found in trench T-1, T-2 and T-3. Beneath this fill and capping the remainder of the lot are brown, silty clay, clayey silty topsoils. These materials are expansive and are dry to wet in moisture content. All of the fill and KETCHUM ENGINEERING INC. KE 8717 Page 6 r topsoils encountered were found to be loose or soft in consis- tency. Underlying these upper materials are the fractured and massive rocks of the Santiago Metavolcanic Peaks. These dense to very dense rocks classically vary in degree of fracturing and size of rock pieces. As shown on the logs, the dense mate- rials were found at depths of 341, 41, 241, 2', 3' and l$! for trenches T-I through T-6, respectively. These depths indicate practical refusal with a backhoe. GROUNDWATER Based on our investigation, we do not believe that a shallow . groundwater table exists at the site. No water table was en- countered in any of the test trenches. We do not, therefore, anticipate any major groundwater related problems, either during or after construction. However, it should be recognized that r minor groundwater seepage problems may occur after development of a site even where none were present before development. These are usually minor phenomena and are often the result of an alter- ation of the permeability characteristics of the soil, an altera- tion in drainage patterns and an increase in irrigation water. Based on the permeability characteristics of the soil and the anticipated usage of the development, it is our opinion that minor seepage problems may occur at random locations. It is further our opinion that these problems can be most effectively corrected on an individual basis if and when they develop. SEISMIC SURVEY AND RIPPABILITY CHARACTERISTICS The intent of the seismic refraction survey performed at the site was specifically to facilitate the project planning by determining the variations in seismic velocity of the underly- KETCHUM ENGINEERING INC. KE 8717 Page 7 (- ing materials and to determine a reasonable approximation of the depth from the surface to the boundaries between rippable, mar- ginally rippable, and non-rippable bedrock. Six refraction seismograph traverses were extended using a Bison Instrument Signal Enchancement Seismograph Model 1570B. The traverses were located in areas where building cuts are antici- pated. The approximate location of each seismograph traverse is shown on the enclosed map on Plate 2. The seismograph's depth of investigation is closely related to the length of the seismic traverse. For a particular length of, traverse, e.g., 60 feet, using a ratio of 3:l between length and depth, we conclude that this length of survey line will de- tect the boundaries between materials of varying density and velocity to a depth of approximately 20 feet. RIPPABILITY CHARTS Due to the presence of rock-soil units, we are including three rippability charts which apply to the site conditions. Tug of the charts have been developed by the Caterpillar Tractor Com- pany for use with the D-9 and D-8 Caterpillar Tractor with No. 9 Series D Ripper and No. 8 Series D Ripper, Respectively (Vand- book of Ripping", Caterpillar Tractor Company, Fourth Edition, April, 1972). The third chart is a modification of charts by the Caterpillar Company and an article in "Roads and Streets", September, 1967, which we feel approximately defines rippability with the D-9 using a conventional #9 Single Shank Ripper. RIPPABILITY CHARACTERISTICS OF GRANITIC ROCKS r I Rippable Condition (O-4,500 Ft/Sec) This velocity range indicates rippable materials which may con- sist of topsoil and weathered or decomposed rocks which may pos- KETCHUM ENGINEERING INC. KE 8717 Page 8 4' sess random hardrock floaters. These materials typically will break down into slightly silty, well-graded sand. Materials within the velocity range of from 3,500 to 4,000 fps are rippable with difficulty by backhoes and other light trench- ing equipment. Marginally Rippable Condition (4,500 - 5,500 Ft/Sec) This range is rippable with effort by D-9 in only slightly weath- ered materials. This velocity range may also include numerous areas of very dense rock with the possibilityofextensive areas of fractured material. Excavations may produce material that . will partially break down into a gravelly, coarse sand containing a high percentage of cobble or boulder-sized materials. Less fractured or weathered materials may be found in this velocity range that would require blasting to facilitate removal. r Materials within this velocity range are beyond the capability of backhoes and lighter trenching equipment. Difficulty of exca- vation would also be realized by gradalls and other heavy trench- ing equipment. Nonrippable Condition (5,500 Ft/Sec and Greater) This velocity range includes nonrippable material consisting of primarily fractured materials at lower velocities with increasing hardness at high velocities. In its natural state, it is not desirable for building pad subgrade. Blasting will most likely produce oversize material requiring disposal. The upper limits of rippability have been based on Rippability Chart No. 3 utilized for this report. However, as noted in the two Caterpillar charts (Nos. 1 and 21, the upper limits of ripp- ability may sometimes be increased. KETCHUM ENGINEERING INC. KE 8717 Page 9 Chart No. 1 D9G Cat - No. 9 Series D Ripper Rippable 0 - 7,000 fps Marginally Rippable 7,000 - 8,000 fps Nonrippable 8,000 t fps Chart No. 2 D8H Cat - No. 8 Series D RiDDer Rippable 0 - 5,800 fps Marginally Rippable 5,800 - 6,800 fps Nonrippable 6,800 + fps Chart No. 3' D9 Cat - No. 9 Shingle Shank Ripper KE 8717 r' Chart No. 1 Page 9 Chart No. 2 Chart No. 3" D9C Cat - No. 9 Series D Ripper Rippable 0 - 7,000 fps Marginally Rippable 7,000 - 8,000 fps Nonrippable 8,000 + fps D8H Cat - No. 8 Series D Ripper Rippable 0 - 5,800 fps Marginally Rippable 5,800 - 6,800 fps Nonrippable 6,800 + fps D9 Cat - No. 9 Shingle Shank Ripper (Conventionall Rippable 0 - 4,500 fps Marginally Rippable 4,500 - 5,500 fpa Nonrippable 5,500 + fps .P *This chart has been utilized for defining rippability character- istics of the subject site for this report. SEISMIC TRAVERSE - SUMMARY OF RESULTS TABLE I Length Traverse (Ft) (Ft/Sec (Ft) Rippability s-1 50 1750 0-2.75 Rippable Depth 3000 2 -75-1 3 Rippable 8000 13+ Nonrippable s-2 50 1900 0-7 ' Rippable 7000 7+ Nonrippable KETCHUM ENGINEERING INC. KE 8717 r Page 10 TABLE I (CONTINUED) Traverse (Ft) ~~~~~~~~ (Ft ) Rippability Length Depth s-3 50 1600 0-3.75 Rippable 6500 3.75+ Nonrippable S-4 50 4500 0-1 1 Marginally Rippable 8000 11+ Nonrippable s-5 50 1750 0-3 * 5 Rippable 3500 3.5-13 Rippable 9000 13+ Nonrippable Practical economical refusal in our test excavations with the backhoe used was encountered as follows: r Trench No. Depth (Ft), 3.5 4 2.5 2 3 1 e5 SEISMIC TRAVERSE LIMITATIONS The results of the seismic survey for this investigation reflect rippability conditions only for the areas of the traverses. However, the conditions of the various'soil-rock units appear to be similar for the remainder of the site and may be assumed to possess similar characteristics. r KETCHUM ENGINEERING INC. KE 8717 Page 11 r Our reporting is presently limited in that refraction seismic surveys do not allow for predicting a percentage of expectable oversize or hardrock floaters. Subsurface variations in the degree of weathered rock to fractured rock are not accurately predictable, but have been indicated where thought to possibly exist. The seismic refraction method requires that materials become increasingly dense with depth. In areas where denser, higher velocity materials are underlain by lower velocity materials, the lower velocity materials would not be indicated by our survey. All of the velocities used as upper limits from,Rippability Chart No. 3 are subject to fluctuation depending upon such local variations in rock conditions are: r a) Fractures, Faultsandplanes of Weakness of Any Kind b) Weathering and Degree of Decomposition c) Brittleness and Crystalline Nature d) Grain Size Further, the range of rippability using Caterpillar equipment may be increased using the equipment listed in Charts 1 and 2. However, it should be noted that ripping of higher velocity materials may become totally dependent on the time available and the economics of the project. Ripping of higher velocity materials can be achieved but it may become economically un- feasible . KETCHUM ENGINEERING INC. r KE 8717 CONCLUSIONS Page 12 r Based on the findings of this study, we conclude that with respect to geotechnical aspects, the subject site is suitable for the pro- posed project provided the recommendations contained in this re- port are fully complied with. GENERAL: The on-site soils were determined to be expansive and, therefore, will require special foundation design consideration. The upper topsoils are loose and not suitable to receive struc- tural loads. We therefore, recommend that they be removed and replaced as an engineered fill beneath any areas to receive new fill. building structural loads or pavements. According to the plans there is to be a 9 or 10 foot cut for the lower level of the home. According to the seismic traverses. this cut may - not be feasible considering the depth to non-rippable materials. To further complicate the condition, it is normal for the cut areas to be undercut a depth of 12 inches below the deep- est footing and backfilled with select soils to slab subgrade. This allows for ease in foundation and utility trench excavation. We strongly suggest that the home elevation be adjusted such that the maximum cuts and/or undercuts are no deeper than about 4 feet from the existing surface. In building areas where slabs-on-grade are to be utilized, we recommend that three feet of select,"non- expansive soil be imported and compacted. A raised floor system may be utilized for this home, provided all foundations are placed at least 6 inches into the rock formation and be at least 12 inches below grade. No isolated column foot- ings should be allowed. KETCHUM ENGINEERING INC. r KE 8717 Page 13 RECOMMENDATIONS r SITE PREPARATION PRECONSTRUCTION CONFERENCE: We recommend that a preconstruction conference be held at the site with the developer, civil engineer, contractor, and geotechnical engineer in attendance. Special soil handling and the grading plans can be discussed at that time. SPECIFICATIONS: We recommend that all earthwork be done in accordance with the attached "Recommended Grading Specifications." Ketchum Engineering, Inc., should observe the grading and test compacted fills. All special site preparation recommendations presented in this report will supercede those in the standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to not less than 90 percent of the maximum laboratory density. Utility trench backfill within 5 feet of the proposed structures and beneath asphalt pavements should be compacted to not less than 90 percent 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 1557-70. DEMOLITIONS, CLEARING AND GRUBBING: During site preparation, all debris and deleterious materials derived from demolition, clearing and grubbing operations should be legally disposed of off-site prior to grading. Any existing utilities that will not be utilized should be removed and properly capped at the property lines. The removal of trees should include the removal of their roots. The depressions resulting from the above operation should be backfilled with soil that has been compacted to at least 90% relative compaction. KETCHUY ENGINEERING IWC. KE 8717 Page 14 r GENERAL: Beneath all areas to receive fill, structural loads, sidewalks, or pavements, we recommend that the alluvial materials, topsoils, and fill be removed to firm natural ground and stock- piled for future use. Firm natural ground is defined ati soil that possesses an in-place density equal to, or greater than., 85% of its maximum dry density or the Santiago Metavolcanics rocks. The bottom of the excavation should be scarified to a depth of at least 6 inches, water as required, and densified to at least 90%. The stockpiled soils may then be replaced and compacted to at least 90% in 6 to 8 inch lifts to desired grade. SELECTIVE GRADING FOR STRUCTURES: It is suggested that for that portion of the home that is to have exterior sidewalks and slabs- on-grade construction that the subgrade be capped with at least 3 feet of select, non-expansive soil. It has been our experience that this condition provides an economical solution and also pro- vides a lower potential for future problems. r TRANSITION AREAS: We recommend that the cut area beneath struc- tures be undercut to a minimum depth of 1 foot below the base of the deepest footing. This recommendation is submitted in an attempt to reduce the potential distress that could arise from footings founded partially on cut and partially on fill. MOISTURE CONTENT OF FILL SOILS: All fill soils placed should have moisture contents of at least 2% over optimum moisture con- tent. AREAS TO BE PAVED: All areas to be paved should have the subgrade soils densified to at least 90% relative compaction to a minimum depth of 12 inches. It is suggested that the upper 12 inches of subgrade soils be comprised of granular select, non-expansive materials. r IMPORT MATERIALS: Any fill material to be imported on-site should consist of granular, non-expansive soil that contains no KETCHUM ENGINEERING INC. KE 8717 Page 15 organic or deleterious materials. It should have sufficient cohesion to hold a vertical, or near vertical, cut for footing excavations. It should have at least 858 of the material pass- ing the number 4 sieve with no rocks or chunks larger than 14 inches. The import fill should be approved by our office prior to on-site delivery. r CUT AND FILL SLOPES It is our opinion that cut and fill slopes constructed from the native on-site materials will be stable with relation to deep- seated failures if constructed at, or flatter than, the following recommended slope ratios expressed in the horizontal or vertical units for the indicated heights: Cut Slopes to 20 Feet in Height 2:l Cut Slopes to 15 Feet in Height 1.5:1 Fill Slopes to 18 Feet in Height 2:l r c The above maximum heights were determined by using a factor of safety of 1.5. It is also recommended that footings not be founded nearer than 8 feet measured horizontally inward from the face of the slopes. Slopes should be planted with erosion resisting plants and natural drainage should be directed away from the top of all slopes, such that no water is allowed to flow over the top. TEMPORARY SLOPE STABILITY: The following table presents recom- mendations relative to temporary construction excavations. These slopes should be relatively stable against deep-seated failures but may experience localized sloughing. * Slope Ratio Maximum Height of Temporary (Horizontal to Vertical) Excavation (Feet) 0.25 : 1 Vertical 12 5 KETCHUM ENGINEERING INC. KE 8717 Page 16 r It should be the contractor's responsibility to provide safe support for the excavation. No heavy equipment should be allowed adjacent to the top of the temporary cuts. FOUNDATIONS AND CONCRETE SLABS-ON-GRADE - NONEXPANSIVE SUBGRADE SOILS WITH SLABS-ON-GRADE: We recommend the structure proposed for this project be supported by a con- tinuous spread footing foundation system as recommended below. The following recommendations are submitted provided the soils within the upper 3 feet from finish grade have a low expansive potential. r a) All footings for one and two story structures should be founded a minimum of 12 and 18 inches respectively below adjacent finish grade. Footings should have a minimum width of 12 inches. b) Both exterior and interior continuous footings should be reinforced with one No. 4 bar positioned 3 inches above the bottom of the footings and one No. 4 bar positioned 3 inches clear below finish floor. c) Interior slabs should be not less than 34 inches in thickness, underlain by a 4 inch blanket of clean sand or crushed rock, reinforced with 6f1x6f1-#10/#10 welded wire mesh and completely surrounded with a continuous footing. d) Exterior slabs should be a minimum of 3& inches in thickness and should be reinforced with 6f'~6'f-#10/#10 welded wire mesh. KETCHUM ENGINEERING INC. KE an7 Page 11 Surface drainage should be directed away from the proposed foundation. Planters should be constructed so that water is not allowed to seep beneath founda- tions or slabs. Over-irrigation of areas adjacent to foundations and slabs should be avoided. e) r f) Prior to placing concrete, the foundation excavations should be inspected by a representative of this office to insure that the above recommendations have been followed. EXPANSIVE SUBGRADE SOILS WITH A RAISED FLOOR SYSTEM: The follow- ing recommendations are submitted provided the soils within the Feet from finish grade have a high expansive potential. All footings for one and two story structures should be founded at least 611 into the dense metavolcanic rock and a minimum of 12 inches respectively below adjacent finish grade. Footings should have a minimum width of 12 inches. Both exterior and interior continuous footings should be reinforced with two No. 4 bars positioned 3 inches above the bottom of the footings and two No. 4 bars positioned 3 inches clear below finish floor. Nb isolated column footings are allowed. Exterior slabs should be a minimum of 4 inches in thickness and should be reinforced with 611x611-#10/#10 welded wire mesh. Please refer to Plate NO. 16 for additional slab-on-grade requirements. Surface drainage should be directed away from the proposed foundation. Planters should be constructed so that water is not allowed to seep beneath foundations or slabs. Over-irrigation of areas adjacent to founda- tions and slabs should be avoided. KETCHUM ENGINEERING INC KE 8717 Page 18 r e) Prior to placing concrete, the foundation excavations should be inspected by a representative of this office to insure that the above recommendations have been followed. BEARING VALUE: An allowable soil bearing value of 2000 pounds per square foot for spread footing foundations may be used for design of the on-site structures. This bearing value should be verified for all soil conditions under all building pads. In our opinion this value can be increased by one-third for loads that include wind or seismic forces. SETTLEMENT CHARACTERISTICS: The anticipated total and/or dif- ferential settlements for the proposed structure may be considered to be within tolerabl-e limits provided the recommendations pre- sented in this report, are followed. r PAVEMENT The following recommendations are submitted as preliminary guide- lines for pavement construction. The subgrade soils to a depth of at least 12 inches should be densified to at least 90%. Paved areas should be protected from moisture migrating under the pave- ment from adjacent water sources such as planted or grass areas. Saturation of the subbase soils could result in pavement failures. Further, all paving materials and methods of construction should conform with good grading practices and with the minimum re- quirements of the governing agency. DRAINAGE We recommend that positive measures be taken to properly finish grade the pads once improvements and landscape are in place so that drainage waters are directed off the pads and away from possible foundations, floor slabs, and slope tops. No areas of ponded water should be allowed to exist. KETCHUM ENGINEERING INC. KE 8717 Page 19 EARTH RETAINING STRUCTURES r GENERAL: It is our understanding that the small retaining struc- tures that are proposed for this project will be of masonry con- struction. ULTIMATE ACTIVE PRESSURE: The ultimate soil pressure for the design of earth retaining structures with level backfills may be assumed to be equivalent to the pressure of a fluid weighing 35 pounds per cubic foot for walls free to yield at the top (un- restrained walls). For walls restrained at the top, a fluid pressure of 45 p.c.f. may be used. These pressures do not con- sider any surcharge loading. If any surcharge loadings are an- ticipated, this office should be contacted for the necessary increase in soil pressure. All earth retaining structures should have adequate weep holes or a subdrain system to prevent the buildup of hydrostatic pressure behind the wall. f- ULTIMATE PASSIVE PRESSURE: The passive pressure for prevailing soil conditions may be considered to be 350 pounds per square foot per foot of depth. This pressure may be increased one-third for seismic loading. The coefficient of friction for concrete to soil may be assumed to be 0.40 for the resistance to lateral movement. When combining frictional and passive resistance, the latter should be reduced by one-third. ALLOWABLE SOIL BEARING PRESSURE: The foundation for the proposed retaining structures should consist of spread footings founded in the firm native soils or compacted fill. Firm natural ground is defined as soil having an in-situ density of at least 85% of its maximum dry density. Footings may be designed for an allow- able bearing pressure of 2000 p.s.f. FACTOR OF SAFETY: The above values, with the exception of the allowable soil bearidg pressure, do not include a factor of safety. Appropriate factors of safety should be incorporated into the design of all earth retaining structures to reduce the possibility of over turning and sliding. KETCHUM ENGINEERING INC. KE 8717 Page 20 r' BACKFILL: All backfill soils should be compacted to at least 90% relative compaction. Expansive or clayey soils should not be used for backfill material within a distance of 5 feet from the back of the wall. The retaining structure should not be backfilled until the materials in the wall have reached an adequate strength. KETCHUM ENGINEERING INC. c LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specifications. The soil engineer should review and verify the compliance of the final grading plan with this report. It is recommended that Ketchum Engineering, Inc., be retained to provide continuous soil engineering services during the earth- work operations. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an eval- uation of the subsurface soil conditions encountered at the sub- surface 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 foundations may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unex- plored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soil engineer so that he may make mod- ifications if necessary. r This office should be advised of any changes in the project scope or proposed site grading so that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes r KETCHUY ENGINEERING IYC. r in the state-of-the-art and/or government codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of two years without a review by us verifying the suitability, the con- clusions, and recommendations. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members,of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface con- ditions may vary from those encountered at the locations where our borings, surveys, and explorations are made, and that our data, interpretations and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations and recommendations, but shall not be res- ponsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, expressed or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. r It is the responsibility of the owners, or their representative to ensure that the information and recommendations contained herein are brought to the attention of the engineer and arch- itect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and. his subcontractors carry out such recommendations during construc- tion. Inspection services allow the testing of only a very small per- centage of the fill placed at the site. Contractural arrange- ments with the grading contractor should contain the provision r that he is responsible for excavating, placing and compaction of fill in accordance with the project specifications. In- spection by the geotechnical engineer during grading should not relieve the grading contractor of his primary responsibility to perform all work in accordance with the specifications. This firm does not practice nor consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of other than our own personnel on the site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. . KETCHUM ENGINEERING INC. !- VICINITY MAP By: ENK JOB NO. 8717 ACUNA COURT LEGEND : 1) Backhoe / ,/' I I I SITE PLAN BY: ENK JOB NO. 8717 I_ UNIFIED SOIL CLASSIFICATION ~ MAJOR DIVISIONS GROUP SYMBU TYPICAL NAMES . zi 5 :E GRAVELS MORE TW HALF (LESS IHAN OF CMRSE 5% FINES1 GRAVELS CLEAN cW well grad~d grmls. qrwl-und muw~s. bltk 01 m liner. GP no Imr. f? =O Poorly puled granb of glrwl-und mialu~cs. liltla 01 1 FRACTION IS LAKER THAN No. 4 SIEVE SANDS MORE THAN WF ff COARSE FRACTION IS SMALLER THAN No. 4 SIEVE J. I HIGHLY ORGANIC SOILS Pt Pen and other higtllv W~W Mih. GRAIN SIZE 200 U.S. STWDMO SERIES SIM-I- CLEAR SOWE SIEVE OPENINGS - 40 lo 4 3A' 3' 12' SILTS AND CLAYS WD GRAVEL FINE ' WOIUM COAASE FINE c(yJIy RELATIVE DENSITY CONSISTENCY COBBLES BOUlDERs . . SANDS.GRWELSAN) NON- PLASTIC SILTS PLASTIC SILTS BuMIs/KxIT AND STRENGTH 8u)wS/FoOT VERY LOOSE 0 "4 VERY wr 0 - v4 0-2 SOFT IN - lA 2-4 FIRM STIFF LOOSE 4 -10 WOIUM MNSE 10 -a DENSE v2-1 4-8 1-2 8 -16 16 -32 (MR 32 33-53 VERY STIFF 2-4 VERY DENSE WER 50 HARD OVER 1 Water level at time of excavation or as indicated Undisturbed driven ring or chunk sample Disturbed bulk sample ?- 2 3, - 4- - 5- 6- I 7- . PLATE NO. 4 f f 1RENCH NUMBER T-2 ELEVATION DESCRIPTION ~~ ~ FILL: Brown/tan clay " TOPSOIL: Brown silty clay Tan METAVOLCANIC ROCK BOTTOM Practical Refusal - Wet Wet Moist - Soft Soft Med. Stiff Very Dense r r f ELEVATION 16 8 $1 OESCRlPTlON ~~ !iL/ FILL: Lt. tan clayey ZL m ~~ ML I TOPSOIL METAVOLCANIC ROCK BOTTOM Practical Refusal KETCHUM ENGINEERING INC. 0 1 ( 1- 2 3- 4- - 5- 6- . 7- 8- . 9- - 10 - - 11 - - 12 - 13 - DESCRIPTION Wet ~METAVOLCANIC ROCK BOTTOM Practical refusal Soft Very Dense f- I ELEVATION DESCRIPTION Lt. orange clayey silty I BOTTOM Practical refusal 'f 3 4- . 5- 6- I 7- 16 I l3 .: J i L MAXIMUM DENSITY & OPTIMUM MOISTURE"'CONTENT ASTY: 1557-78 Marlmum OplLnurm I PCi ) Sample Descript ion Donslty . Nolrlure T2 @ 0-2' Brown silty clay w/some rock fragment1 117 12.5 I DIRECT SHEAR TEST RESULTS Anglo d Cohmrion Fricllon ('1 lprtl Sample Description lntrrnrl Inlorcclg) " EXPANSION TEST RESULTS JOB NO. 8717 .. ......... .... ... .. .. .... .. ... .... ." .... .... I ;:: I,:.,,;;.: ..... .. .. ....... ...... .. ..... ,.. ... . ,.. -8 ....... ........ ..... ...... .. .. ....... ........ .. ..... ...... _. ........... ..... ....... .......... ..... ...... ..... . .., .. .. ....... ..... ....... ... .. ..... . ...... , . .- ...... .. ....... .. .... .... . .... ...... 1.:: ... < .._ . _.. . ....... ...... ...... . - ........ ........... ....... .... ......... .. - ... - _. .. ..... ...... " .. - ...... ..... ....... ...... ....... .. .......... ...... .... ..... . -. ...... .......... .. .. ... .. .. . . 1 :€T ... .. ... .... - .. ...... ... ...... - . ....... - .. .. ..... ..... ...... ... .. ... ...... - .. ..... - ....... ....... ~ .. _. ....... ..... .. .. .. " .... ... . . i. " . ... .... ..... . . ,!Sl'i .. ..... -. .. 7 .. .... ... 0 .. c C 1 .... " . .... .. .- . .- ..... ,Ia' " . ." . . .. Plate 11 .. .- L. .~ .... .. f7 I .- ... ._ . ,... , . L.. .. ,. .. - . -. .- ...... ..... ..... ....... I , ._ ". I:. :: ::: . ". . ....... ....... : :.. .......... .... .............. - ... ............ ............ .1: .. .- ....... <___ .. .. .. ._ .... ...... ............. .. .. ............ ........ .'.I":.-*.. ..... ................. - -. . ~ ~ .. - ...... - ." - .... " ........ -. - .. . - ..... ...... .. -. .... . .- :."':'.I.- ... .... ,_ .. j ......... , ... .................. , .& .. -__ . " .... - .. - , - ... ................ ..... ....... .... - ........ 1 . .......... , .+..l , . ... ... A,. .._. .......... 1. ....... .. ." . , ..... .. s 8 t 3Wll Plate 12 , . -.. . r: . " . .~ .... . -. .. - ..... " .. .- . L.. - , . ... . , . . -. . . .... .. - , .. . .._ .. . -.... . I.. -. ,.-.. . I. .. .. .- . , . 1 .. .. .. ...... - , ........ ......... ........... ......... ...... .. .. ... ..... .......... ... - ..... .... .... -. , . ........ . -. .... ... - ..... ~ - ..... - . ......... ..... ....... ......... ....... ....... ... - ..... ..... .. .. .. ....... ........ -. ...... ......... _.. - .... .- ... . _. ...... - . -_ ... - ...... ....... - ". . " -._ - ........ .......... .- ....... .. - .... - ........ ..... - . ~ . +..' .... , ,.* ....-., .- .....,. ,. ..... . . , . , . , . -. ..... ..... ........ ...... ....... .... .- ..... ......... " "_ ...... ..... .... .... .... .... . - ..... ....... ,. - ... ..... .... ..L; .__, ."._ .. ...... ._ ..... ........ ". ....... - . - ...... - .... -. - .. ...... .. ... ..... ..... - .. . . - . . - _. . . ..._. ...... ........ ...... -7 . ..... ...... - - . .. .A .,. .... .. . . , . *, . . ..... .... .- , .- . .. ........ ...... .... ..... .. .... .. , .. ..... ... ... .. .. - - ..... ... .. .. ....... - .. .. -. . a 8 8 - ......... ........ ...... ........ .. .. ... .. - ...... .... . _. " .... .- ..... ..... - ... .. ... ...... 8 a ..... .... .... - .... . - ..... .... - .. .. .. ...... _. _. ... ._ 3Wll c Plate 13 ....... ... - ... ..... .... .. ........ ....... ...... ... ....... ....... ... 3 e! P 8 8 8 - -. .... ....... ...... ... i 11 " . . ....... .~. . ... .. ...,.. ... - 0 0 c U ". . . , .. ...... .. . 3Wll Plate 1L - . ...... .. ..... .. .... -. - ...... .. .. .. .I. .. ... .. .. " I .. ,-... .. . - ........ .. L.. .... ... .. ,. _. .. ...... Lm ....... ......... ........... ." . -. .... , , .................. .. ..~ ,].:, ... ~ I. ,I. ....... ... ..... .. ... ... .y .- ..... ..... _ ........... .... 8 .. - .... - .. ...... - - !-::. .... .... ........ ............... - .. - . -. ... .. - .., .. ... - ... - ....... ky .... _. . .. ... .,. . ... .. .. ........... .... .... ... .... .... .. ..... ......... - .. ..' I ........ ......... - ......... , ...... ..I.; .. ._ ..... 'I .. ........ ;:..{. .." ....... ::. : ;Im.:. ..... :: . .~ . - ... .. ... , -, - . -. - - - ,..-. ... _... . .......... ..... - - . ..... .... -. ." .. ...... .. "_ ...... I - ... - . -. ... ... - ... ... .......... ... ... ...... ....... . - ......... - ............. .. .. - . . ... ..... ........ .. .I:. - .. ..... - - .. ....... ..... .. .. ... ... 15' ..... - ........ ..... ......... ....... 3.. ...... ..,. ....... - .. ..... ......... ...,.. ..... ....... ... -. ra .- ...... ...... . ." . ~~ ... .... i 8- C- 3Wll Plate 15 I I 10' U 6"W SLABS IN EXCESS OF 10 FEET IN WIDTH SLABS 5 TO Y) FEET IN WIDTH PLAN n.1.a - TO '/4', JOINT SEALER ............. .... ........ .. ...... ...... ..... IN ADDITION TO CON- CONTINUOUS TINUOUS REINFORCEMENT DETAIL n.t.8. WEAKENED PLANE JOINT FOR EXTERIOR SLABS r APPENDIX A RECOMMENDED GRADING SPECIFICATIONS 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 soil to the lines and grades shown on the accepted plans. The recommendations con- tained in the preliminary soil investigation report 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 observe and test the earthwork in accordance with these specifications. It will r be necessary that the soil engineer or his representative pro- vide adequate observations so that he may provide a memorandum that the work was or was not accomplished as specified. Deviations from these specifications will be permitted only upon written authorization from the soil engineer. It shall be the responsi- bility 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 provide the memorandum to the owner and govern- mental agency, as required. If in the opinion of the soil engineer, substandard conditions are encountered, such as questionable soil, poor moisture control, inadequate compaction, adverse weather, etc., the contractor shall stop construction until the conditions are remedied or corrected. Unless otherwise specified, fill material shall be compacted by the contractor while at a moisture content near the optimum r KETCHUM ENGINEERING INC. moisture content to a density that is not less than 90% of the r maximum dry density determined in accordance with A.S.T.M. Test No. D 1557-70, or other density test methods that will obtain equivalent results. Clearing and Preparation of Areas to Receive Fill All trees, brush, grass, and other objectionable material shall be collected, piled, and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance free from unsightly debris. All vegetable matter and objectionable material shall be removed by the contractor frowthe surface upon which the fill is to be placed, and any loose or porous soils shall be removed or com- pacted to the depth determined by the soil engineer. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal to 1 vertical), the original ground shall be stepped or benched as shown on the attached Plate A. 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. Ground slopes flatter than 20% shall be benched when considered necessary by the soil engineer. Fill Material Materials for compacted fill shall consist of any material import- ed or excavated from the cut areas that, in the opinion of the soil engineer, is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 12 inches in size KETCHUM ENGINEERING INC. and shall contain at least 40% of material smaller than 114 inch r in size. (Materials greater than 6 inches in size shall be placed by the contractor so that they are surrounded by compacted fines; no nesting of rocks shall be permitted.) No material of a perish- able, spongy, or otherwise improper nature shall be used in filling. Material placed within 36 inches of rough grade shall be select material that contains no rocks or hard lumps greater then 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted fill and soaked under an axial pressure of 1.50 psf. Potentially expansive soils may be used in fills below a depth of 36 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. Placing Spreading and Compacting of Fill Approved material: shall be placed in areas prepared to receive fill in layers not to exceed six 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 to a minimum spec- ified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. Compaction shall be continuous over the entire area, and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. When the moisture content of the fill material is below that speci- fied by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is as specified. KETCHUM ENGINEERING INC. The surface of fill slopes shall be compacted and there shall be no excess loose soil on the slopes. r Inspection Observation and compaction tests shall be made by the soil engin- eer during the filling and compacting operations so that he can state his opinion that the fill was constructed in accordance with the specifications. The soil engineer shall make field density tests in accordance with A.S.T.M. Test No.Dl556-70. Density tests shall be made in the com- pacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer portion shall be reworked until the specified density has been obtained. r The location and frequency of the tests shall be at the soil engin- eer's discretion. In general, the density tests will be made at an interval not exceeding two feet in vertical rise and/or 500 cubic yards of embankment. Protection of Work During construction, the contractor shall properly grade all exca- vated surfaces to provide positive drainage and prevent ponding of water. He shall control surface water to avoid damage to adjoin- ing properties or, to finished work on the site. The contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. KETCHUM ENGINEERING INC. Unforeseen Condition c. In the event that conditions are encountered during the site pre- paration and construction that were not encountered during the pre- liminary soil investigation, Ketchum Engineering, Inc., assumes no responsibility for conditions encountered which differ from those conditions found and de9cribed in the preliminary soil investiga- tion report. KETCHUY ENGINEERING INC. c CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 CITY OF CARLSBAD Plan Check No. This form shall be used to determine the amount of school fees for a project and to verify permits for the projects shall be issued until the certification is signed by the that the project applicant has complied with the school fee requirements. No building appropriate school district and returned to the City of CarlsJbad Building Department. SCHOOL DISTRICT: - Carlsbad Unified -1 Snn Marcos Unified 801, Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776) - San Dieguito Union High School 710 Encinitas Boulevard Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-64911 Project Applicant: APN: ax- Y9/ - /6 Project Address: 2407 & fd. 9-700 9 er of dwelling units SQ. FT. of garage area 987 FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Go Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started b (other school fees paid) Other Residential Fee Levied: $ LS76 based on /d32 sq. ft.@flz8f9.q& Comm/Indust Fee Levied: $ based on AB 2926 is capped at $.26 per square foot for commercial/industrial. AB 2926 and SB 201.fees are capped at $1.56 per square foot for residential. ! %Ld L 7,944.9r n CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 CITY OF CARLSBAD Plan Check No. 89- 1816 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: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Encinitas, CA. 92324 (6191 944-4300 - 101 South Rancho Santa Fe Rd. . A1290 West SanMarcos Blud. San Marcos Unified San Marcos, CA 92024 (744-4776) - San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: plrkc O'U4b4 APN: ~A?-WI " - \G 00 Project Address: flc'uA c" RESIDENTIAL: SQ. FT. of living area 9s number of dwelling units I SQ. FT. of covered area SQ. FT. of garage area COMMERClALllNDUSTRlAL: FT. AREA Prepared by Date f3/Z3/GY FEE CERTIFICATION (To be completed by the School District) J 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 ap roval and construction started before September 1, 1986. -(other schoo P fees pald) Other Residential Fee Levied: $ l&?/ based on 98 3 sq. ft. Q &dJ:/a ' 9)' AB 2926 and SB 201 fees are capped at $1; lZper.~q~X~Yl!'.foot 'for 'residential. AB 2926 is capped at -28. per square foot for'commerciallindustrial. LEUCADIA COUNTY KATE2 DISTRICT APPLICATION FOR SEGlER SERVICE Owner ' s Name Emanlrel Tork:ti Phone No. (312) 920-1535 Mailing Address 11 Princeton Road __ SE'NER WIT ISSUED '1 Service Address: Tract Description: 1Dt 91, Estates I.lorth "_ -x A ED FOR BY ' "(;\ / - ."; Assessor's Parcel No. 215-490-16 Type of Building s.f. No. Units 1 Connection Fee $600.0~) Lateral Size: 4" - G" - 8" Saddl e Easement Connection (pre-pd 200.00) Extra Footage: - e$ Extra Depth: Hinsda1.e.. . IL 60521 - RECEiPT OF UI G PERMIT. " - BUILDIN- .Rb, MUST EE " - - - @$ 4c.o .ca Lateral Fee Prorated Sewer Service Fee Total % +c>o CXJ " The application must bs signea by the owner (or his authorized representative) of the properzy to be served. The total charges must be paid to the District at the time .the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to ths app!fcant's bcilding sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbinp to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be with the District's specifications, rules and regulations; and IT MUST BE INSPECTED made by the applicant at his expense. The connection must be made in conformity AND APPROVED BY THE DISTRICT BEFORE-THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that additional fee or refund if service actually comnences on a different date. For service will begin and covers the balance of the fiscal year. There will be no .in the same manner as property taxes. succeeding fiscal years, the sewer service fee will be collected on the tax roll The undersigned hereby agrees that the above information given is correct and agrees to th2 conditions as stated. -. . ' .. June 5, 1992 San Diego Gas & Electric Co. Northern Region Office Project Management 1623 W. Mission Road Escondido, CA 92029 You are hereby notified that the electric service identified below is in violation of code and is likely to pose a hazard to life and property. You are requested to notify the property owner that you have been directed to disconnect service to the premises unless the violations are corrected within seven days. Unless otherwise notified, at - the end of seven days, you are requested to: [X] Remove the identified meter(s). [ ] De-energize the service conductors. Ref: Carlsbad Municipal Code 18.1 2.040 ADDRESS: 2607 Acuna Court METER #: 1325235 You are further requested not to restore the electrical service to the above a unless authorized, in writing, by this department. Your prompt attention to this request is appreciated. Sincerely, - PAT KELLEY Senior Building Inspector PK:rs ddress 2075 Las Palrnas Drive - Carlsbad, California 92009 (619) 438-1 161 BUILDING PERMIT PCR No: PCR94030 09/19/94 15:50 Project No: A8903223 Page 1 of 1 Development No: Job Address: 2607 ACUNA CT Permit Type: PLAN CHECK REVISION Parcel No: 215-491-16-00 Lot# : C* 80.0 Valuation: 46,037 Occupancy Group: Construction Type: NEW Description: ADD 983 SF/ 700 SF DECK AND Applied: 07/06/94 : 2ND STORY GYM/IST FLR POP OUT AT BACK Apr/Issue: 09/08/94 I Suite : WS 09/19/W aQoi oi 02 Reference#: CB891816 Status: ISSUED Entered By: MDP Appl/Ownr : WILSON, RAY 619 438-0449 7415 ALMADEN LA CARLSBAD, CA. 9 *** Fees Required ** *** """""""""""~ Fees : Adjustments: Total Fees: """""~"""" Fee description Ext fee Data _"_"""""""" "_"""""" Plan Check Revision CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 BUILDING PERMIT PCR No: PCR94030 09/08/94 08:45 Project No: A8903223 Page 1 of 1 Development No: Job Address: 2607 ACUNA CT Permit Type: PLAN CHECK REVISION Parcel No: 215-491-16-00 Lot# : Valuation: 38,337 C"l n2.00 Construction Type: NEW Occupancy Group: Reference#: CB891816 Status: ISSUED Description: ADD 983 SF TO INCOMPLETE HOUSE Applied: 07/06/94 : 2ND STORY GYM/IST FLR POP OUT AT BACK Apr/Issue: 09/08/94 Suite: (L152op/aB/p)aoolol 02 Entered By: MDP Appl/Ownr : O'HARA, MIKE 619 438'4313 CARLSBAD, CA. 9 *** Fees R d & Credits **x _""""""""""" Fees : ""_""""" Adjustments: * 00 Total Fees: .oo 572.00 Fee description Ext fee Data """""""""" Plan Check Revision """_"""" 572.00 FINAL APPROVAL DATE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ’: .. I- C . / .