Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2723 CAZADERO DR; ; CB930539; Permit
BUILDING ^ F ^ '•* T m1C/27/9J 12-29 ' 4 Page i of 1 Job Address: 2723 CAZADERO DR Suit— Permit Type. SINGLE FAMILY DWLNG - DETACHED Parcel No. 215-400-12-00 rot^. 7, «• Valuation: 245,145 Construction mype- VN Occupancy Gxoup- Rj/m Referenced: Description 3000 SF 2S -t 600 SF GAfcAC^ 100 SF PATIO + 125 SF DECK Appl/Ownr : LANDIS, STEPHAN 2723 CAZADERO DRIVE CARLSBAD, CA 32002-' 619 929-9560 Permit No C3930531} Project No: A93t)^79« Development Wo: 4453 13/27/93 0001 01 02 C-FRMT 14154-00 Status • ISoUH'J Applied Ofo/f,,'/s j ^in/Issue : 10/2 7/<)3 'u r-'V : DC A A k Fees Required "J Fee: Adjustment'. Total Fee; 14 /-L1* /; • Credits ^ ,y ',;\ Fee description . 00 721 UO ,154.00 Ext fee Data— , _ , -_— , __ , , I — ^ 1 -\ ^*"B^ ' — Building Permit n ^ / \ ~^^p Plan Checlc \~-^J 1 X. 4^ Strong Motion Fee i ~" ^ mf ? "W Enter Number of ECU'- - wbc^^TOfeA >\ ' f Enter F.M.F /G.M F\ <,r. . i^ne\ k-V\ ''^ Enter "y" to AutocaV" . •-' \ ^- /^\'*1..,_,_ , ^> / \ •> ^ x -f/^-W V MCGHFC-14(\ ^ urm ) j K^J Enter "Y" to Autocalc BIL^^ /?" ; '-'~"' * BUILDING TOTAL "\ '(\ ~'^;- Enter "y" for Plumoing lscu^y'-v "" ^% Each Plumbing Fixture or Trap^^~-^ Each Building Sewer > Each Install/Repair Water Line > Each Water Heater and/or Vent > Gas Piping System > Lach Vacuum Breaker > A PLUMBING TOTAL Enter "V" for Electric Issue Fee > Single Phase Per AMP > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install Furn/Ductj > Each Install/Reioc Appliance Vent > Each Hood/Fireulace > * MECHANICAL TOTAL CITY OF CAR --•^ -^ ~" ''" "7T — -"r —4 ft -^f V-*^- — — ' — — __^____M.«_-fcHr- as \ ^j> \ — — '-i- — — *. — * — __ _ »_ ^, ^r xf/i f p") 1 1 1151 c :j f^ ~-s£-} ^-!s [ ?^s . oo 7 /XTVV- J 1 ' 25 . CO V^^f ' / / 2400 00 3(V" t^-x y / 310< c,0 06 H^ " f - n II ' ».s -" ' l 44b2 . 00 y/ / T(D ^^ ^ / 4iib.nc- ^,- , \^' / 390. 00 -' '" -^\\\0 / 440 . 00 s(rCx^~;v / 53C.OO v M * ^ -' 14574 00 v ) "• ^20 UO Y .---'17 7 UO 119.00 J 1 j 0 0 1 "-, r-f*J J. J , 0 M i D , 1 [ 1 7 f , 11 *7 f * AJ- / . it U / I! U * 7,00 700• / \j \ji 7 oo 7 on• ' i U U 2 7 . U 0 1410**^ -L^Td^lV/ 3 8S . 00 in no v-L \J \J -J J 1*0 .25 37.50 £B . 00 IS P. " VA J , U -J I 23 O *"^ ^ rt »v /^^ . ''-J 18,00 4 4 . *" o i a n n* w. ^/ \J IJ 2 050 i^nn•" ^.,,'VJ Jj,lJU 64 , 00 v PIAL/PPROVAL/ / LiLS? ^ W- nATP ^P3/^/LSBAD //>' T •""i^fc- < +• «< ..*.. 2075 L^s Palmas Dr , Carlsbad, CA;9|Oftftfl$flf8-H61 /fyjjf</ dt,fo" * 4~&?v-j#lt6t* 2,34or.r /CATIOt City of Carlsbad Bui N,ing Department 2075 Las Palroas Dr.,Aarl&bad, CA 92009 (619) 438-1161 T PCRMITTYPE A - D Commercial G New BuildingU Tenant Improvement B - D Industrial D New Building D Tenant Improvement C-^Residential QApartment DCondo ^3 Single Family Dwelling D Addition/Alteration QDuplex DDemohtion D Relocation D Mobile Home Jj^Electncal 13 Plumbing D Mechanical D Poo! D Spa D Retaining Wall D Solar D Other 2. PROJfcCT INFORMATION PLAN CHECK NO. EST V VALID BY_ DATE 2594 06/02/93 0001 01 02 C-PRMT 721-00 FOR OFFICE USE ONLY Building'or Suite NoAddress Nearest Cross Street Subdivision Name/NumberU'CAL DLScWLjuN CoFRo~735 No Phase No 3&3_ D 2 Energy dies Structural Gales Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL , g.POSTING USE PROPOSRD USE DESCRIPTION OF WORK SQ FT ^00^ ' - # QF STORIES (JJNTALT PEHSUN III dillerent Irom applicant) NAME ADDRESS CITY 4 APPLICANT STATE ZIP CODE DAY TELEPHONE CONTRACTOR DAfiRNT I'OH CONTRACTOR ifflOWNHH U AGENT FOR UWNLH^. i ft.s'A^c A. ii~)o n /AI i/ti * AnnnFQ1; CITY PUUPl'UTY OWNliU SIATE G/3 DAY TELF,P HONE CITY6 coNTWACToir STATE ADDRESS ZIP CODE DAY TELEPHONE CITY STATE DESIGNER NAMK CITY 7 WOUKim1* STATE uc ADDRESS ZIP CODE IJCENSE CLASS 8AULWcyy ZIP CODE DAY TELEPHONE CITY BUSINESS LIC # SI ATE DAY TELFPHONE STATE LIC # Workers' Compensation Declaration I hereby attirm lhat I have a certificate of consent to sell-insure issued by the Director orindustrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE ~CcrtiITc'ate~6I Exemption Fcerttry that in the performance ol the work lor which this permit is issued, l shall not employ any person in any manner so as tpjijec0rn£ su^ect to^?he Workers' Compensation Laws of California SIGt 5ATE OWNlIR-BUllJJLR DECLARATION Owner-liuilder Declaration /I hereby affirm that I am exempt Irom the Com rector's! jcense Law for the following reason D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 1 am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, pnor to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and ihe basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects thertipplicant to a civil penalftj of not more than five hundred dollars [$500]) fflMPirrnfiis^i^^ PERMITS ONLY ^ ^ Is the applicant or future building occupant required to submit a business plan, acutely ha/ardous materials registration form or nsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CD YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO _ „ _ __ IF ANY OF TI IE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND HIE AIR POLLUTION CONTROL DISTRICT. I hereby altifm that there Ts a construction lending agency !or the performanceTol the work lor which this permit is issued (.Sec 3097(.i) Civil CodeJ LENDER'S LENDER'S ADDRESS 10 APP1JCANT .^ I certify that I havL read the application and state that the above mTdrmation is correct I agree "to~comp"Iy~ with all City ordinances and State laws relating to building construction I hereby authonze representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVT. INDPMNIFY AND KEIIP !IARMI£SS HIE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF HIE GRANTING OF THIS PERMIT OSI1A An OSHA permit is required for excavations over S'tf1 deep and demolition or construction of structures over 3 stones in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work aulhonzed by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 1 80 days (Section 303(d) Uniform Building C ode) APPLIC,DATE "** ' WHITE: File YELLOW: Applicant PINK: Finance . x: -f-~a_. RECEIVED "SEp~rrs93" C^S-TT- FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB930539 DATE: 08/17/94 PERMIT^: CB930539 PERMIT TYPE: SFD PROJECT NAME: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK ADDRESS: 2723 CAZADERO DR CONTACT PERSON/PHONE#: MRS.LANDIS/929-9656 SEWER DIST: WATER DIST: INSPECTED ^-}^r-) DATE BY: Xv*?y< INSPECTED: V~f'"T?_ APPROVED ^/_ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE ^PL^NJNcT^ U/M PLAN CHECK#: CB930539 PERMIT*: CB930539 PROJECT NAME: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK ADDRESS: ^2.72 3_CAZADEROZDR]11-is CONTACT PERSON/PHONE#: MRS.LANDIS/929-9656 SEWER DIST: WATER DIST: WATER DATE: 08/17/94 PERMIT TYPE: SFD INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED; DATE INSPECTED; ' I APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB930539 DATE: 08/17/94 PERMIT^: CB930539 PERMIT TYPE: SFD PROJECT NAME: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK ADDRESS: 2723 CAZADERO DR CONTACT PERSON/PHONE#: MRS.LANDIS/929-9656 SEWER DIST: WATER DIST: INSPECTED <^)sf?) DATE BY: _ /'S^_' _ INSPECTED: ^'^' ?7 APPROVED _ DISAPPROVED INSPECTED DATE BY: _ INSPECTED: _ APPROVED __ DISAPPROVED INSPECTED DATE BY: _ INSPECTED: _ APPROVED DISAPPROVED COMMENTS: DEFT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB930539 PERMIT*: CB930539 PROJECT NAME: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK ADDRESS 2723 CAZADERO DR CONTACT PERSON/PHONE#: MRS.LANDIS/929-9656 SEWER DIST: WATER DIST: WATER DATE: 08/17/94 PERMIT TYPE: SFD INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING CF-IRE^ PLANNING U/M PLAN CHECK# : CB930539 - PERMIT#: CB930539 PROJECT NAME: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK ADDRESS : CONTACT PERSON/ PHONE #: MRS . LANDIS/929-9656 SEWER DIST: WATER DIST: RECEIVED AU8 1 8 199% WATER DATE: 08/17/94 PERMIT TYPE: SFD INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE , INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930539 FOR 08/22/94 DESCRIPTION: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK TYPE: SFD JOB ADDRESS: 2723 CAZADERO DR APPLICANT: LANDIS, STEPHAN PHONE: CONTRACTOR: PHONE: OWNER: PHONE: INSPECTOR AREA PY PLANCK# CB930539 OCC GRP R3/M1 CONSTR. TYPE VN STE: LOT: 735 619 929-9565 REMARKS: MW/MRS.LANDIS/929-9656 SPECIAL INSTRUCT: TOTAL TIME: INSPECTOR CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST PL EL ME Final Final Final Final Structural f / Plumbing / Electrical / y Mechanical ||1~ ////\eJf 11t ***** INSPECTION HISTORY ***** DATE DESCRIPTION 081894 Final Combo 080594 Rough/Topout 080394 Frame/Steel/Bolting/Welding 052794 Water Heater/Vents 050394 Gas/Test/Repairs 042794 Final Combo 022394 Interior Lath/Drywall 021594 Interior Lath/Drywall 021494 Interior Lath/Drywall 020494 Insulation 020494 Exterior Lath/Drywall 013194 Rough Combo 013194 Shower Pan/Roman Tubs 012894 Frame/Steel/Bolting/Welding 012894 Rough/Topout 012894 Rough Electric 012494 Rough/Topout 012494 Rough Electric 012494 Frame/Steel/Bolting/Welding 012194 Rough/Topout 012194 Rough Electric 012194 Frame/Steel/Bolting/Welding 012194 Shear Panels/HD's 011494 Ftg/Foundation/Piers 122993 Roof/Reroof 122893 Roof/Reroof 122793 Roof/Reroof 122793 Roof/Reroof 122393 Final Combo ACT CO NS AP CO AP NR AP CO PA AP AP AP AP CA CA CA CO CO PA CO AP PA AP AP AP NR CO CO NR INSP PY PY PY PY PY PY PY PY PY PY PY PY PY PD PD PD PY PY PY PY PY PY PY PK TP TP TP TP TP COMMENTS SEE LIST DESK FRAMING ND BLOCK @ BDRM/ND GAS TEST SHOWER PAN TEST REQ COMPLETE WIRING OK TO WRAP EXT SEE INSP NOTES CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930539 FOR 08/22/94 DESCRIPTION: 3000 SF 2S + 600 SF GARAGE 100 SF PATIO + 125 SF DECK TYPE: SFD JOB ADDRESS: 2723 CAZADERO DR STE: INSPECTOR AREA PY PLANCK* CB930539 OCC GRP R3/M1 CONSTR. TYPE VN LOT: 735 ***** INSPECTION HISTORY ***** DATE DESCRIPTION 113093 Ftg/Foundation/Piers 112993 Const. Service/Agricultural 112393 Ftg/Foundation/Piers 112393 Underground/Conduit-Wiring 111993 Underground/Under Floor 111593 Underground/Under Floor 111293 Underground/Under Floor ACT AP AP AP AP PA AP CO INSP PY PY PY PY PK PY TP COMMENTS GRG SLAB OK TO POUR TSPB UFFER SEE INSP NOTES CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING a UNDERGROUND WATER D ROUGH PLUMBING a TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER '/ y~~ 6-C-cr>->-v -TV *^/{\J~~t*-A—/J-^L ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND a ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO Q SIGN D OTHER INSPECTOR CITY OF^CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 438-3550 Note Fmaf CITY OF CARLSBAD BUILDING DEPARTMENT DATE /Z/ZtA'S7' / -- LOCATION NOTICE PERMIT NO 438-3550 2075 LAS PAI.MAS DRIVE TIME FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE'? FOR FURTHER INFORMATION, CONTACT YES PHONE /.&£-"BUILDJMG" INSPECTOR CODE ENFORCEMENT OFFICER CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB930539 FOR 11/19/93 INSPECTOR AREA TP DESCRIPTION: 3000 SF 2S + 600 SF GARAGE PLANCKtf CB930539 100 SF PATIO + 125 SF DECK OCC GRP R3/M1 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2723 CAZADERO DR STE: LOT: 735 APPLICANT: LANDIS , STEPHAN PHONE: 619 929-9565 CONTRACTOR: PHONE: OWNER: PHONE: REMARKS: RS/LANDIS/929-9656 INSPECTOR _ SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS / f)iu — ~ - ^* 21 PL Underground/Under Floor ' to' ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 111593 Underground/Under Floor AP PY 111293 Underground/Under Floor CO TP T2~ NOTICECITY OF CARLSBAD " ^ ^^ • • ^^ ^^ 438-3550 BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE DATE _ //2 _ TIME 2- LOCATION PERMIT NO. A FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT "x~ YES BUlLDfNGf INSPECTOR CODE ENFORCEMENT OFFICER w.o. FIELD TESTING REPORT DATE CLIENT SUPT. ' EQUIPMENT NAME HOURS TRACT Z7Z? CA LOCATION CONTRACTOR Vxt, Test No.Location Kiev. or Depth Moisture Content Dry Density p. c.f . Relative Compaction Test Type Soil Type ?e-*-r&r t ^L 7 *£. /I-7 5C E COMMENTS: FORM 89/1 / /<-/* >TKW Geo5oils9 Inc. GeoSoils, Inc . NOTICE OF FOOTING EXCAVATION OBSERVATION 5747 Palmer Way, Carlsbad, California 92008i JOB LOCATION WORK ORDER OWNER OR CONTRACTOR OWNER'S ADDRESS DATE FOOTINGS TOTAL NO OF FOOTINGS OR CAISSONS OBSERVED C. O A DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE DIAGRAM OF APPROVED FOTINGS (SHOWING DIMENSIONS I,F APPLICABLE) L THE UNDERSIGNED HAS OBSERVED THE FOOTING AND/OR CAISSON EXCAVATION'S LISTED ABOVE ON THE REFERENCED PROPERTY AND SAME WERE EXCAVATED IN A C C O R D AN C E WITH OUR RECOM M E N D AT I O N S IN THE PRELIMINARY FUNDATION REPORT AND THE BUILDING CODE OF THE FORM 89/2 LOIS HUMPHREYS President STEPHEN DEERING Vir.e President ELAINE SULLIVAN Director JUDYHANSON November 19, 1993 Director ALLAH JULIUSSEN Director JOAN GEISELHART Manager City of Carlsbad Building Inspection Department 2075 Las Palmas Drive Carlsbad, Ca. 92009 Re: Lot 735-La Costa Meadows Unit No. 4 2723 Cazadero Drive Gentlemen: This is to inform you that the connection of the sewer pipe from the referenced parcel was inspected by the District inspector, Mr. Dave Downey, . The actual connection to the existing lateral was according to District specifications and was approved by the inspector. Please call me if you have any questions. Very truly yours, Leucadia County Water District W.V. Roehl Administrative Assistant District Office 1960 Lo Costa Avenue, Carlsbad, California 92009 • P 0 Box 232397, Leucodia, California 92023 2397 * (619) 753-0155 • FAX (619) 753 3094 Printed on recycled paper ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 J 23 (619) S&O- CHECK KO: C fK 4 .*. ~ T>r. The plans tran sir-it ted herewith rave been corrected where recessery =nd substantially co-ply vitn the jurisdiction's building codes. The plans transmitted herewith '-ill substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked bv building department staff, * ** — The plar.s transmitted herewith rave significant deficiencies identified on the enclosed check list and should be corrected and resubrrittsd for a complete recheck. -i The check list transniitted herewith is ror your infornstion. J Tha plar.s are being held at Sscil Corp. until corrected lans are submitted for recheck. "1 The applicant's copy of the, check list is enclosed for the —' jurisdiction to return to the applicant contact person. [ The applicant's copy of the check list has been sent to: Escil staff did not advise the applicant contact person that plan check has been completed. staff did scvise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone f Q RSKARXS: Enclosures:SSGIL CORPORATION DGA DCH ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 203 SAN DIEGO. CA 92123 (619) 560-14^8 D^TE:n JURISDICTION: PLAN CHECK KO: PROJECT ADDRESS: PROJECT NAME: ^ **-• rig.or G?lAN CHECKER C?IL- CC?Y QU?3 QDESIGNER The plans transmitted herewith nave been corrected where necessary end substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubinitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Ssgil Corp. until corrected plans are submitted for recheck. "^- The applicant's copy of the check lisz is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. staff did advise applicant that the plan check has been comoleted. Person contacted: Date contacted: REMARKS: T\^ Telephone 5 By:Enclosures ESGIL CORPORATION DCM -rTTI ^sZT". ( /Jat s^ ) u ^"^ /I SVrti^."T7 ^AaOfr iA«. 4'r, £*?> Zj?^ T3 &'"^•*•^y.*-"~ • ' ^ --\— T Q ^L>- 'b^ C.L__Mt jk r— ^_JL ill rV^v \surrz T\^^TA. ,gc r^^w^: ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: CARLSBAD _ / 'PLAW CHECKER f^FILS CO?Y PLAN CHECK NO: __ C<t> <fa . gg^ SST: fr3 _ f^UPS f~ DESIGNER PROJECT ADDRESS: J7^3 £a.z*.,Jer0 T^r. PROJECT NAME: _ ^jTg /,r The plans transmitted herewifi ^ave been corrected where necessary and substantially ccrrply *itn me ^unsaictioV s building codes. Tne plans transmitted herewith will substantially comply with the jurisdiction1 s -building codes vr.en rrinor deficien- cies identified _____ _ s^e resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should se corrected end 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 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: a nwn.ro . Cfo , C*. Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Teleohone £ J REMARKS: By: Qii "Scu^o Enclosures: ESGIL CORPORATION DGA D CM FLAM CBECK HO:FOREWCMCT): PLEASE READ JURISDICTION: CITY OF CARLSBAD 10:c i $ ENCLOSURES: PROJECT ADDRESS FLOOR AREA: *- STORIES: T;<}c? *Vi* < : 3>oot> / REMARKS: — FLAN CORRECTION SHEET car SI»G£E FAMILY AHP PUPI-EX Date plans received by jurisdiction: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lavs regulating energy conservation, noise attenuation and access for the handicapped . The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances, by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change . Al 1 items have to be satisfied before the plans will be in conformance with the cited codes and regulations . Per Sec . 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed uo the recheck process, note on this list for a copy) where ecich correctiorLitem has been addressed i.e.. plan ;.heet, specification, etc. Be sure^tQ enclose the mgtrked up list when you submit the revised plans. Date plans received by Esgil Corporation: Date initial plan check completed: £/l)(*LS Bv: Applicant contact person: telephone: NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List Ho. ^> Carlsbad Single Faaily Dwelling and Duplex With All Supplements. (1991 UBC) FLANS Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Dnie, Suite ^20S, San Diego, California 92123, (619) 560-U.68. Please nake all corrections on the original tracings and suboit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the narie of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must 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 fron conventional uood frame construction. Specify expirati ir date of license. (California Business and Professions Code). _Specify on the Title Sheet of the plans the gross floor area of each element of this projectincluding dwelling, garage, carport, .patio. oeck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 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 minimum slopes. Section 302(d). Indicate distance from property lines to proposed construction. Section 302(d). Show on the title sheet all structures, pools, ^•alls, etc. included under this application. Any portion of the project shown on the site plan that is not included vith the building permit application filed should be clearly identified as "not included." Clearly show if the lover level is a basenent or a story, based on the definitions in Sections A03 and ^20 Plot the finish grade (as defined) on the ele'^atiors and dimension the distance to 1-he floor above, for story determination. On the cover sheet of the plans, specify any items requiring special inspection, in a fomat similar to that shoo below or sticky back REQUIRED SPECIAL INSPECTIONS" In aodition to the regular inspectiors, the following checked itejis vill also require Special Inspection in accordance vith Sec. 306 of the Inifcrm Building Coae. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TOFOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FPtE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 8/5/92 7- 1*. Exterior vails closer than 3 feet to a property line shall have 30 inch parapets vhen the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. Projections, including ea\es, may not extend more than 12 inches into the 3 foot setback from the property line. Section M)*t(b). Eaxes o\er required vindovs shall be not less than 30 inches from the side and rear property lines. Section 504(aJ. Projections, including eaves, shall be one-hour f ire-resistive construction, heavy timber or of noncombustible material if they project into the 3 ' setback area from the property 1 me . Section 1711. Plastic skylights shall not be installed vithin that portion of a roof located vithin a distance to property line vhere openings an exterior vails are prohibited or required to be protected. Section 5207 (a) 7. Show locations of permanently wired smoke detector with battery backup: a. Insioe each bedroom. b. Centrally located in corridor or area giving access to sleeping rooms. c. On each story. d. In the basement, if part of the dwelling unit. e. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. f , In rooms ad j acent to hal Iways serving bedrooms, when such rooms have a ceiling height Ik inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210. When the valuation of a room addition orrepair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above, except that smoke detectors added at existing construction need only be battery powered . Section 1210. RESIDEKTIAL KBQUUaMENTS 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 square feet of floor area. Section 1207 (b). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). y. 7Sitt . Sleeping rooms shall have a windov or exteraor door for emergency exit. Sill height shall not exceed UUn above the floor. The vindow nust have an openable area of at least 5 . 7 square feet vith the minimum openable vidth 20" and the minimum openable height 2V. Section 120**. Basements in duelling units shall comly the above (e\en if not designated as sleeping rooms) Section 120A. Window area must te at least 1/10 of the floor area and a mininum of 10 square feet per Section 1205 (b). Appears to be deficient in >\'*'\ Openable vindow area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms, laundry rooms and similar rooms 1/20 of area is required and is 1.5 sq ft. Section 1205 (c). At least 1/2 of :he common vail inust be open and na\e an opening not less than 25 sq. ft. 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 vindovs 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). Provide mechan ical ventilation capable of providing five air changes per hour in bathrooms, vater closet compartments, laundry rooms and similar rooms if required openable vmdows are not provided. Section 1205 (c). Note that the discharge point for exhaust air vill be at least 3 feet from any opening into tne building. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors , and bathrooms is a minimum of 7'0", Section 1207 (a). Dimension on the plans 30" clear width for water closet compartments and 2V clearance in front of vater closet. Section 511 (a). 2/V93 1- Show safety glazing in the following locations, per Section 5fc06(d): &. Where the nearest edge of glazing is / within a 2*»-inch arc of either side of a door in a closed position (unless there is an intervening v-all between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). Glazing greater than 9 square feet v.ith the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally avay from walking surfaces or if a complying protective bar is installed). Glazing in shover and tub enclosures (including windows within 5 feet of tub or shower floor). LO'\~,' Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section I202(b). A mezzanine is an interneajate floor and nay not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor oust have a clear height of 7 feet, above and below, and oust have the long side open to the room belov except for pests and protective \-alls or railings not exceeding 44" in height. Section 1717. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. EXITS. STAIRWAYS. AHP RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height. ^2.) Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair shall be less than 6". Section 1712. J^ZTl, i-vT?t <or < i- 43. ) 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. Provide stain-ay and landing details. Section 3306 (b), (c) and (o). a. 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. b. Minimum headrooro is 6'-8" c. Minimum vidth is 36". 45. ) All, handrails per Section 3306 (i), shall satisfy the following: 'a/ Provide handrail for stairways vith 4 or ~~~~' more risers. Handrails and handrail extensions shall be 34" to SB" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. Except for stairs serving only one tenant, handrails shall be extended 12" beyond the top and bottom of the stair. 4(5. Every stairway landing shall have a / dimension, measured in the direction of travel, at least equal to the stairway uidth. If a door occurs at the landing, such dimension need not exceed 36 inches. Section 3306 (g), 3304 |j). An interior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 3304(i). 48. ) Provide details of winding stairway complying \ _ /with Section 3306 (d): ©Minimum tiead is 6_inches at any ^point and minimum 9 inche~s~~at a point 12 inches from vhere the treads are narrowest. Maximum rise is 8 inches. Minimum vidth is 36 inches. 9/2/92 fjEe. ' provide spiral stairvay details, per Section 3306 (f): a. Minimum run as 7 1/2 inches measured at a point 12 inches from vhere the treads are the narrowest. b. Kaximun rise is 9 1/2 inches. Maxima clear opening betveen risers is 6 inches. c. Mininum headroon is 6 feet 8 inches d. The tread nust provide a clear vail irg area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the nandrail. Spiral stairva\s nay not be used for required exits -hen the area served is greater than ^00 sq. ft. Section 3306 (f). e I C B 0. Research Report arid nunber fcr netal stairvay, or submit plans ana calculations and approved fabricator registered vith the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The vails 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 -306 (1). ritG Ts", show that corridors have a width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B, D and E. Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 1Q7. A-'olZ a* 7', $ I 61. ) Provide skylight details to show compliance \_ / with Sections 3tOl and 5207 or provide ~ I.C.S.O. approval number. Plastic skylights must be separated from each other by at least ** feet, unless they are over the sane room and their combined area does not exceed 100 square feet (rr 200 square feet if the plastic is a "CCI" svaterial). Section 5207 (a) 6. 1- i i- 1- 68. Specifjr ninuaum I/A inch per foot roof s 1 opefor drainage or design to support accumulatedvater. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. Show attic \entilation ^ininum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required \ent is at least 3 feet abo-ve ea\ e \er.ts cr cornice \ents. Sho- ^eouired area and area pro-video^. Section "3205 (c). <,LeH)&JU's , on < (^ tf^ KASOKRY Pro\ide fireplace construction details or note cerstruction to be per attached fireplace standard craving. Chapter 37. Show anchored -veneer support and connections attached to uood in Seisnic Zones 3 and 4, conply vith Section 3006 (d)l and Section 2515 (a). Shov ties, #9 vire in horizontal joints, etc. Snow height and c ons true t ion details of all concrete and masonry vails. Chapters 2k and 26. Show floor and roof connections to masonry and concrete vails. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. flashingShow a minimim 2" air space and between planter and building walls. Section 2516 (c) 7. GARAGE AKD CARPORTS Garage requires one-hour fire protection on the garage side of vails and ceiling comnon to the dwelling. Table 5-B, Section 503 (d). ©All elements supporting floor above garage, including vails supporting floor joists, mist _- have one-hour fire-resistive protection on the garage side. Section 503 (b) 71. } Show_a seli-closing door, either 1-3/8" solid ^ore or a listed 20-minute assembly, for openings between garage and dwelling. Section 503'(d). t\ . A 5/22/92 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 ;s open on two or nore sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of heaaer over garage opening, lateral cross bracing at plate line, nethod bracing garage front and holddowrs if required. Chapter 23."^ •Sv^OA. NOTE:" Maximum shear* paner~heig^t-to-w:ctfi" ratio is 3 1/2 to I for ply-ood. Table 25-1. Doors nay open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). Provide an 18" raised platform for any FM.1, vatet heater, or other de\ ice in the garage which may generate a flame cr spark. UMC Section 508, UPC Section 1310 (a). FOOKDATION REQOTREMEKTS Per _soiIs report. jiote on the plan the_soils classification, whether or not '-he soil is expansive and the allowable bearing value. Section 2905 (cj. The foundation plan does not comply with the soils report recommendations for this project Please review the report and modify design, notes and details as required to show compliance: 7Sr. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 80. )The soils engineer recommended that he/she review the foundation excavations. 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 vas prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply vith the intent of the soils report". i i- Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has teen determined that the recommendations in the soaIs report are properly incorporated into the construction documents (when required by the soil report). Show height of all foxjioation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29 5. Note on plans that w-ood shall be 6" minimum abo\e finish grade. Section 2907 (a). Note on plans that surface water will drain a.ay from building and show drainage pattern and key elevations. Section 2905 (f). 8/. Dimension foundation per U.B.C. Table 29A: Footing Stem.a11 Width Depth Thickness Floors Supported* 1 2 3 6" 8" 10" 12" 12" 15" 18" 18" 24" 6" 7" 8" '""Foundations nay support a roof in addition to the floors . Where only a roof is supported, use undation for one floor. Show foundation 'sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f).^ pjtc />U* it _ JS fVno-fr OVar ^ . feo\Ts t Specify size, I.C.B.O. number ana manufacturer of porfer driven pins and expansion anchors . Show edge, end distances and spacing. Section 302 (d). If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing and shear walls. Section 2907 (b). 5/22/92 Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" c learance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2526 (c) 2. Shew pier sue undisturbed soil. spacing and depth into Table 29-A. 100. f CU. Show minimum inderfloor access of 18" x 2V. Section 2516 (c)2. Show oirinua underfloor \ertilat;on equal to 1 sq ft. fcr each 150 sq ft. of unoerfloor area. Openings shall be as close to corners as practicable and shall provide cress ventilation on at least two approximately opposite sides. Section 2516 (c) 6 FRAMING Show vail bracing. Every exterior wood stud vail and main cross-stud partition shall be braced at each end at least every 25 feet of length vith 1 x i diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. In 2-story buildings, shear pantii at the first story (at least ^8 inches in vidth) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the val 1, or provide design. Section 25l7(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h). Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 7. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, vails or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the cei1ing joists, where rafters and ceiling joists are not parallel. Section 2517 105 * Show rafter purlin braces to be not less than *t5 degrees to the horizontal. Section 2517 (h) 6. Show double top plate vith minimum ^8" lap splice. Section 2M7 (g) 2. Show nailing vill be in compliance vith Table 25-Q. Show or note f :re blocks at the fol loving locations per Section C516 (f): a. In concealed spaces cf stud vails and partitiors, incluc.-g furred spaces, at the ceiling ajid f,ocr le\els and at 10 foot inter\als both \ertical and horizontal, b. At all interconnections betveen concealed •vertical and hornc^Lal spaces such as occur at soffits, crop ceilings and co\e ceilings; c In concealed sraces betveen stair stringers at the top and bottom of the run and betveen studs along and inline vith the run of stairs if the vails under the stairs are unfinished; d. In openings around vents, pipes, ducts, chicne\s, fireplaces and similar openings vhich af f crd a passage for fire at ceiling and floor levels, with noncombustible materials; and e. At openings betveen attic spaces and chimney chases for factory-built chimneys. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line vith vails separating units and separating units from common areas. Section 2516(f)A. 11X5- Show stud size and spacing. Maximum allowable ' stud heights: Bearing vail: 2 xU and 2x6 max. 10'; Non-beaiing: 2 x *» max. I**1, 2 x 6 max. 20'. Table 25-R-3 Studs supporting; tvo floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o c. Table 25-R-3. 112.) 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 2505. ©Detail all post-1 o-beam and post-to-footing connections and reference the detaj) to the _p_3an.Section 2516 (m). ©Detail shear transfer connections, including roof and floor diaphragms, to shear valIs. Section 2513. 5/22/92 . Specify nail size and spacing for all shear vails, floor and roof diaphragms. Indicate require^ blocking. Kaintain maxiinum diaphragm dinension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for thas project. Specify truss identification numbers on the plans. I/. Show 1/2" mininum clearance between top plate / of interior partitions and bottom chord of trusses. (To ensure loading v-ill be as designed). provide roof franing plan and floor franing plan. Section 302 (d). 119 Provide framing sections through 11 IK). 122, Section 302 (d). Specify all header E izes for opening o\ er 4 ' vide. Section 2517 (g) 5 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels , shear transfer and related . Section 302 (b). In Seismic Zones 3 and 4, the allowable shear vail values for dryvall in Table 47-1 oust be reduced 50 percent when considering earthquake loads . This does not apply to vmd loads . Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to vater 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. i •*- *^'^ \ Individual concrete 5r masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. ( 127.j^bow location of attic access with a minimum V J size"'of 2lTTx30tt.~inless the maxiKium vertical headroom height in the attic is less than 30". Access must be provided^ to each separated, attic area, shall be located in a halKav or other readily accessible location and 30" headroom clearance is required above the opening. Section ,)205(a) Show location of attic access vith mninum size 22" x 30" Section 3205. ¥Detail truss layout for 30" x 30" attic access, if required for equipment in the attic, and detail 30" x 30" clearance through truss vebs. 130.) Specify plyvood and/or particle board thickness, grade and _P_ane.l _j_pan rat ing. Table 25-S. /?W OUr , 'OA<U ^o^h Show plywood sheathing over exposed eaves, or other veather exposed areas, is "bonded vith exterior glue." Plywood used for exterior vail covering shall be the exterior type. Section 2516 (i), 2516(g)3. >r J 13/3. x/. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). If foundation cripple vail studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple vail stud-; 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. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. MECHAKICAL (UNIFORM MEGHAKICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply vith the Uniform Mechanical Code. £M t ) M ~ t*7 1 "?0&U ^ "?a.A. fy^TT^ 5/22/92 TTT H T e A138.]_§h.p_y_ tne size, location^ and type of all ^^X heating and cooling appliances or systeas. 13SI. Every dwelling unit shall be provided vith / heating facilities capable of niaintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. 1*0. Note on the plans that the TM closet or alcove must be 12 inches vider than the furnace or furnaces being installed. CMC Section 70-. 144. Shov minimum 30" deep unobstructed vcrVing /space in front of furnace. Section 505, UMC. k2. * . Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space vith access only through such roon unless specified as direct vent appliance, enclosed furnace or electric heating appliance Section 70^ UMC. . Sho.; source of combustion air to furnace, per Chapter 6, UMC. -V. Show access to the attic containing equipment to be minunum 30 inches by 30 inches . The opening cay be 22 inches by 30 incnes if t-ie equipment can be removed through such opening. Section 708 UMC. 146. N / £ Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches vide, not more than 20 feet in length through the attic. Section 708 UMC. 14ff. Shorf permanent electrical outlet and lighting / f ixture control led by a sv itch for furnace located in attic or underfloor space. Section 708 & 709 UMC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Show I.C.B.0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. A149 ' Note on the plarife unat approved spark arresters shall be installed on all chunne\s. Section 3703(h) f 150.) Note on plan: Gas vents and non-combustible \ __ piping, in vails, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c). e Provide dryer vent to outside. UMC, Section 1903. ELECTRICAL (HATIOKAL ELECTRICAL CODE) All wiring shall comply vith the National Electrical Code. Show on the plan the anpera.ge of the electrical serxice, the ..location of the service panel and the location of an> s3b~- panels. If ser\ice is o%er 200 arrps, submit single line diagrcjn, panel schedule and lead calculations. Shov on the plan that receptacle ojtlets comply vith 1990 NEC ^rt. 210-52(a), vhich reads as follows: In every kitchen, dining room, parlor, library, den, sunroom, bedroon, recreation room, or similar rooms or area of duelling units, receptacle outlets shall be installed so that no point along the floor line in any val 1 space is more than 6 feet, measured horizontally, from an outlet in that space, including any vail space 2 feet or more in vidth and the vail space occupied by fi^ed panels in exterior vails, but excluding sliding panels in exterior vails. The vail space Afforded by fixed room dividers, such as free-stand ing bar-type counters, shall be included in the 6-foot measurement. Dwelling Unit Receptacle Outlets 210-52(8) Sliding Panels or Dos-s i_u—t- Show on the plan that countertop receptacle outlets conply v-ith 1990 NEC Art. 210-S2(c), which reads as follovs: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches Receptacles shall be installed so that no point along the vail line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall ha\e at least one receptacle for each four feet of counter top. Counter top spaces separated b> range tops, refrigerators, or sinks shal1 be consi<Jered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these reouired outlets. Dwelling Unit Receptacle Outlets Hallwe 27052 W o ^ "•9 El ^VTCi (p i - p .—i — ? !>• c rnsJ 0 K M e- j» ** Dwelling Unit Receptacle Outlets Counle 270-52ri i21 rlc o) -r-2 O **eft ps 0 o ft^n j? &• Kitchen or f- Dmng Area 1 Show on the plan that receptacle outlets in hallways comply with 1990 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. As used in this subsection the hall length shall be considered the length along the centerline of the hall without passing through a doorway. 1?6. Show on the plan that lighting outlets in dwelling units comply with 1990 NEC Art 210- 70(a) and (c), whic-h read as follows: (a) Dwelling Unit(s). At least one vail s vitch-controlled lighting outlet shall be installed in e\ery habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages vi^ electric power; and at outdoor entrances or exits. (FPN): A vehicle door in an attached garage is not considered as an outdoor entrance. At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underflaor space, utility room, and basement shall be installed only vhere these spaces are used for storage or contain equipment requiring servicing. The 1ighting outlet shall be provided at or near the equipment requiring servicing. Where lighting outlets are installed according to (a) above in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the difference between floor levels is six steps or more. Exception No. 1: In habitable rooms, other than kitchens and bathrooms, or more receptacles controlled by a wall switch shall be permitted in laeu of lighting outlets. Exception No. 2: In hallways, stairways, and at outdoor entiances remote, central, or automatic control of lighting shall be permitted. (c) Other Locations. At least one wall switch- controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor spaces. The light switch shall be located at the point of entry to the attic or underfloor space. Show on the plan that ground-fault circuit- interrupter protection complies \-ith 1990 NEC Art. 210-8, vhich reads as follows: (a) Dwelling inits. (1) All 125-vdt, single-phase, 15- and 20- anpere receptacles installed in bathrooms shall have ground-fault circuit-interrupter protection for personnel. (2) All 125-1 clt, single-phase, 15- or 20- anpere receptacles installed in garages shall have ground-fault circuit-interrupter protection for personnel. Exception No. 1 to (a)(2). Receptacles v-hich are not readily accessible. Exception No. 2 to (a)(2): Receptacles for appliances occupying deaicated space vhich are ccrd- and plug-connected in accordance vith Section i.00-7(a)(6), (a)(7), or (a)(8). Receptacles installed under Exceptions to Section 210-8(a)(2) shall not be conside: e«l as Deeting the requirements of Section 210-52^g). (3) All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the dwelling unit and to the receptacles shall have ground-fault circuit-interrupter protection for personnel. (FPH) : See Section 215-9 for feeder protection. For the purposes of this section, "direct grade level access" is defined as being located not more than 6 feet, 6 inches (1.98m) above grade level and being readily accessible. (M All 125-volt, single-phase, 15- and 20- anpere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit- interrupter protection for personnel. Exception No. 1: A single receptacle supplied by a dedicated branch circuit which is located and identified for specific use by a cord- and plug-connected appliance, such as a refrigerator or freezer. Exception No. 2: The laundry circuit as required by Sections 210-52(f) and 220-Mc). Exception No. 3: A single receptacle supplying a permanently installed sump pump. (5) All 125-volt, single-phase, 15- and 20- ampere receptacles installed vithin 6 feet of a kitchen sink to serve counter top surfaces shall have ground-fault circuit-interrupter protection for personnel. (FPN): The intent of this subsection is to permit the exempt:on of receptacles vhich are located specifically for appliances such as refrigerators and freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Receptacles in the Vicinity of Kitchen Sinks b 0 *3 ee6 ® c_ Ret £> rvn O OG=C1 ,! 1, GFCI GFCI/ t 6 6r \ & ^GFCI GFCI Kitchen e- &• PIIMBIHG (PNITOm FLDMBIHG CM)E) 158.) ghow \.ater heater, size, type and location on_ plans. UPC, Section 1301. ^ 6^c.^^ -Vr v,-cc. / ^u, ^KT" .<"-, h-'^1S9. Note on the piaAs" TKSt "combustion air for / fuel burning ^ater heaters vill be provide:d in accordance with the Uniform Plumbing Code". (160.) Fuel combustion water heater shall not be installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. 161.) Provide adequate barrier to protect vater heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. !"*"£ I 8/6/92 ^^ 162?\Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 163A Show that vater heater is adequately braced to resist seismic forces. UPC, Section 1310.V yt. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 1W. Provide clothes vasher hook-up for each unit. Title 24, Part 3. 166-1 Ne* »ater closets and associated flushometer valves, if any, shall use no more than 1.6 galIons per flush and shal1 neet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the Aoerican National Standards Irstitute Standard A112.19.2. H & S Coae, Section 17921.3(b). WISE DrsoLArroH HXIPLBEES) Show details of duplex conaon (part}) vailsand floor /ceil ing assemblies to achieve a Sound Transmission Class (STC) rating in vails of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, orexhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. Provide insulation in vails and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. cccagVATi NOTE: Plans submitted after January 1, 1993 must comply with the new energy standards. 170.) Provide plans, calculations and worksheets to show compliance with current energy standards. 171. J The regulations require a properly completed and properly signed Form CF-1R to be eitherimprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction vith the requirements of the approved energy design. [ 172.JA11 energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 17-3. Specify on the building plans all of the mandatory energy conservation requirements as 1isted on the enclosure titled, "Mandatory Measures Checklist." the make, model and efficiency of the heating (or cooling) system. . For room additions^ show conpliance with the energy standards. See attached. 176.) Provide fluorescent general lighting (40 lumens per vatt) in kitchen(s) and bathrooms. 177.) Provide a note on the plans stating "All new glazing (fenestrations) vill be installed with a certifying label attached, show the U value." CARLSBAD S.F.D. & DQFLEX Energy conservation design should be for Zone 7. 179.) Floor drains mus.t have auto-prime (city policy). For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust fans cannot be ductless type (city policy). New residential units roust be pre-plumbed for future solar wate..- heating. Note "two roof jacks must be anstalled" v-here the vater heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar vater heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 5/11/93 \ tifft 12 18!s. Incorporate the waterproofing details, on the / attached policy 80-8, where interior living ' space occurs below grade at the masonry vall(s). f186.jShow on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation vill advise the City to place their soils notice starap on theplans. Heavy tuaber framing, miniraua 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no cashing machines, etc. Show compliance. Only tank-type vater closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. 190. 192.J Please see additional corrections, or remarks, on the following page. 193.J To speed up the recheck process, note on this ' list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted vith Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact _ Ah at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. 2. 3. Zr •* I. t^\>e_ v^^jLt- SSfi-'H 1/8/93 13 Certificate of Compliance: Residential (Page 1 of 2)CF-1R - Project Title Projeci Addrew Documentation Author Telephone Compliance Method (Package. Point System or Computer) Climate Zone Dale Building Permit * Plan Check/ Dale Field Check /Data Enforcement Agency DM Only GENERAL INFORMATION Total Conditioned Floor Area: Building Type: _ (check one or more) ^ Fronl Orientation: __ Number of Dwelling Untts. Floor Construction Type: Single Family Mutli-Fami!y Addition Existing-Plus-Addrtion Nonh / East / South / West / All Orientations (Input onenlaton in cfcg'ees and arete one } Slab / Raised Floor (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly Locators/Comments Type R-Value U-Value fame, to garage, typical._e1c ) Wall Wall Root Roof ' Floor Floor Slab Edge.... FENESTRATION Fenestrat'ton Area Orientation (sf) Shading Devices Fenestratbn U-Value Interior (roller blind, etc ) Exterior (shadescreen. etc > Overhang (yesMo) Framing Type Jmgla\/woodArinyl) Front { Front ( Left ( Left ( Rear ( Rear ( Right ( Right ( Skylight Skylight.... THERMAL MASS Type/Covering Area (slab/exposed, tile, etc ) (sf) Thickness (inches) Location/Description (kitchen, bath, etc) FUvl»*d January 1992 Certificate of Compliance: Residential (Page 2 of 2)CF-1R Project Tilla Dale HVAC SYSTEMS Note Input hydronic or combined hydromc data under Water Heating Systems, except Design Heating Load'. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat pump, etc) (AFUE/HSPF) (ducts/amc. eic ) R-Value Type Cooling Equipment Minimum Type (air conditioner. Efficiency best DUmo. evap. coolma) (SEER) Duct Location fame, etc ) Duct R-Value Thermostat Configuration Type (solit or packaoe) WATER HEATING SYSTEMS Water Heater Distribution TVDS Tyoe Rated1 Number Input (kW in System or Btu/hr) Tank Capacity (Gallons) Energy Factor or Recovery Standby1 Efficiency Loss (%) External Tank Insulation R-Value 1. For small gas atorage (rated inputs 75.000 3tu/hr). electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heatera (rated input £ 75 OCO Btu/h"). list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous QBI water healer*. Est Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compfiance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, ol the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. Wh$n this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer Of Owner (per Business & Professions Code) Name: Title/Finn: Address: Telephone' be *. Documentation Author Name: Ti tie/Firm. Address. Telephone. (signature) Enforcement Agency Name; Tifle: Agency: Telephone: (date)(signature)(date) (iignatura'stamp) R«vl»*d January 1992 (date) Mandatory Measures Checklist: Residential MF-1R NOTE: Lownse residential buildings subject lo ihe Stanaards must contain these measures regardless of the compliance approach used, hems marked with an asterisk (") may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shaft be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures §l5Q{a): Minimum R-19 ceiling insulation. DESIGNER ENFORCEMENT 1 §150{b): loose fill insulation manufacturer's labeled R-Value. ' §150(c): Minimum R-13 wall insulation in framed walls (d&es not a^pty to exterior mass vsalis). ' §150(d)' Minimum fl 13 rssc-d floor irsuSanon in framed floors, minimum R-8 in concrete raised ficors §150(J)' Slab edge insulsbon • uaier absorption rate no greater than 0 3%, water vapor transmission rale no greater than 2 0 perrrvincn §118. Insulation specified or installed mess California Energy Comrn-ssion quality stantiarcs Indicate type and form §115-17 Fenestration Products, Exterior Doo;s and InfilratioryEx filtration Controls a. Doors and windows between cond.tioned and uncondoned spaces designed to limit air leakage. b Manufactured fenestration products have label with certified U value, and infiltration cerancation c Exterior doors and windows weatherstripped, all joints aid penetrations caulked and sealed §l50(g): Vapor tamers mandatory in Climate Zones 14 aid 15 only. § 150(0: Speaaj infiltration barner installed to comply with §151 meets Commission quality standards. §150{e): Installation ol Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory-built fireplaces have. a. Clcseable metal or glass door b. Outside air intake with damper and control c Rue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Wafer Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and iaucsts certified by the Commission. §l50(i): Setback thermostat on all applicable heating systems. §!50(i): Pipe and Tank Insulation 1. Indirect hot water tanks (e g, unSred storage tanks or backup solar hot water tanks) have insulation blanket (R-12or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest lo water heater tank, non-reorculating systems, insulated (R-4 or greater) 3. All buried or exposed piping insulated in redrcubtihg sec&ons of hoi water system. 4. Cooling system piping betow55°F insulated. 5. Piping insulated between heating source and indirect hot water lank. *§!50(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4 2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers §114. Poo! and Spa Heating Systems and Equipment 1 System is certified with 73% thermal efficiency, on-oft switch, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36* pipe between filter and heater for future solar hea&ng. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pifol light (Exception: Non-electrical cooking appliance with pilot < 1 SO Btu/hr) Lighting Measures §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water dosets, and recessed ceiling fixtures 1C {insulation cover] approved. Revised January 1992 DEVELOPMENTAL M ^^ M 1JOO ELW AVENUE CARLSBAD. CA BUILDING DEPARTMENT City of <£artebab THE INFORMATION LISTED BELOW MUST BE SHOWN OH THE TITLE SKtLT OF THE PLANS FOR YOUR SINGLE FAMILY .DWELLING Site Address Legal Description Assessor's Parcel NL".oer • 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, Conditional Use Permit, Tract or Parcel Map, lone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PUN CHECK NUMBER £t> ^3 - 53 cd 112383 Jurisdiction CART.SRAD Prepared by: •^/uJ-n- VALUATION AND PLAN CHECK "EE PLAN CHECK NO. fa ^B> - £3>*) &> BUILDING ADDRESS ,np => f+Tt^ Airs, Q Bldg. Dept. APPLICANT/CONTACT St^_ PHONE NO, fat -3b$6> BUILDING OCCUPANCY %3|M, TYPE 0? CONSTRUCTION -^T- >J BUILDING PORTION l-.i/r^A ^ <^^V- P(CTTn X>cX<^ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 3ooo ^ ' fsw-~ l£# \vf 3ot!> " DESIGNER ?r!ONE — CONTRACTOR PHONE VALUATION MULTIPLIER 1^ ' ®r \ 5"^-^ \i&- @ o z.%f @ VALUE ^^O-DO - 1 eX Cf> &Q ***" ' tf> /(? 1 ^j t-i{J. ' ' i^0 — aH5,W- Building Permit Fee S $ \[csO>$& Plan Check Fee $ $ "7^7 . S3 COMMENTS* SHEET OF (Q 12/87 City of Carlsbad Engineering Department DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO BUILDING ADDRESS PROJECT DESCRIPTION- ASSESSOR'S PARCEL NUMBER /.T-EST VALUE ^33 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submrttal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully, all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with 18 Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By Date Date By,Date- AUTHORIZATION TO ISSUE FOR OFRCAL USE ONLY ?J ATTACHMENTS D Dedication Application D Dedication Checklist EH Improvement Application D Improvement Checklist [H Future Improvement Agreement CONTACT PERSON NAME- ADDRESS PHONE. P.\doc»\chklst\bp0001 .frm REV 6/5/92 2O75 Las Palmas Dr • Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN Of D D 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines Easements B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets D 2. Show on site plan A Drainage Patterns C Existing Topography B Existing & Proposed Slopes D 3 Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure 4. Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.}. D D 5 Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include1 Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:\doc»\chld«t\bp0001.frm Page 1 of 4 REV 6/5/92 V BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 0 D D 6. Project does not comply with the following Engineering Conditions of approval for Project No __ Conditions were complied with by _ Date __ DEDICATION REQUIREMENTS D D 7 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 1840030 Dedication required as follows. Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date' IMPROVEMENT REQUIREMENTS D n IZl 8a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ : -pursuant to Code Section 18 40 040 Public improvements required as follows Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by Date: P:\doct\chktet\bp0001 -frm Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST D D D 8b Construction of the public improvements may be deferred pursuant to code Section 1840. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permtl Future public improvements required as follows 8c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by Date 8d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D D D 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export). D 9b. Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit /• /"* ./s • /G/Grading Inspector sign off by fA^^^^^^-^ Date !y . D 9c No Grading Permit required BUILDING PLANCHECK CHECKLIST P:\docs\chkl8t\bpOOOl frm Page 3 of 4 REV 6/5/92 MISCELLANEOUS PERMITS D 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page. 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by Date P.\doc«\chW»t\bp0001.trm Page 4 Of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS:EDU's: APT CALCULATIONS.ADT's FEES REQUIRED- WITHIN CFD D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) 63 NO 1 PARK-IN-LIEU FEE PARK AREA . 2.TRAFFIC IMPACT FEE ADT's. / i^KJ /1" FEE/UNIT FEE/ADT. 3 BRIDGE AND THOROUGHFARE FEE ADT's. /^WT" FEE/ADT 4 FACILITIES MANAGEMENT FEE ZONE: 5 PUBLIC FACILITIES FEE 6. SEWER FEES PERMIT No LtU/l&btA EDU's: FEE/EDU FEE.BENEFtT AREA: SEWER LATERAL REQUIRED (2,500 DEPOSIT) P P.\doc«\chkl»l\bp0001 .frm REV 6/5/92 CALCULATIONS WORKSHEET EDJCALCULATIONS ADCALCULAHONS EDITS ADT's REQUIRED WITHIN CFD D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) 69 NO S^SJ 1 PARK-IN-LIEU FEE ^ PARK AREA- j- 77? FEE/UNIT 2.TRAFFIC IMPACT FEE ADT's: / UtJ /"f~ FEE/ADT. 3 BRIDGE AND THOROUGHFARE FEE ADT's- X^////"" FEE/ADT. 4 FACILITIES MANAGEMENT FEE ZONE- ^ FEE 5 PUBLIC FACILITIES FEE ^5 6 SEWER FEES PERMIT No L£fa Ati A EDU's. FEE/EDU BENEFIT AREA: _„ FEE' \7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) P \doc8\chklat\bp0001 frm REV 6/5/92 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOH PARTIAL SITE RELEASE PROJECT INSPECTOR: PROJECT ID: DATE: LOTS REQUESTED FOR RELEASE:7A5" GRADING PERMIT NO. i fV £-•'// N/A = Not Applicable / = Complete 0 = Incomplete or unacceptable 1. Site access to requested lota adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety and welfare of public Letter of request for paitial release submitted 8-1/2" X 11" site plan showing requested lotsi 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 Project conditions of approval checked for conflicts Can water service be installed prior to bringing building combustibles on site. 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: 1st. X X X X X X X X ox 2nd. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 Pa fo fj^o r.^JTl DATE PROJECT ENGINEER DATE SENIOR INSPECTOR \ TELECOPIER 7010 ,i0-20_93 10 n 55AM ?415794^6194383394, J52SS Efcondldo Blvd. See A Escortdldo, CA 92025 741-0533 FAX 741-5794 October 20, 1993 LAND DEVELOPMENT INC. !;ngmeenng — Surveying Land Planning — Soil Testing Job No. 93-3886 Lloyd Hul" - City Eng: < City of C 2075 Las ^4ii.,ai Carlsbad, CA. 92008 Re: Lot 735, La Costa Meadows, Unit #4 Map 7367 Dear Sir: This letter is a follow-up to my previous letter directed to the Carlsbad Building Department on September 23, 1993* That letter expressed concern for the integrity of the embankment that had been constructed at the subject site due to grading that occured af- ter my Rough Grading Report dated July 13, 1993 was prepared. As you are aware, that in the event of any future defect that may occur with the residence to be constructed, that the soil engineer IB exposed to considerable liability. Consequently, I take my grad- ing certificate very seriously and I hope you do also. The fact that I have personal knowledge that grading and trenching have occured on the site subsequent to my certification is of grave concern to me. At this point I am not sure of the consequence, I have requested permission from my client (Mr. Stephen Landis) to enter the site and investigate in order to update my grading certification. However, communication with my client 13 very poor to say the least, and I have not yet been authorized to perform that needed work, ' In the event another engineer is retained to perform the work on* the site, it is imperative that he accept responsibility for the entire grading and issue tne certification to that affect and not be allowed to merely submit additional compaction teat results. CIVIL ENGINEERING LAND SURVEYING BY XEROX TELECOPIER 7010 . 10-20-9"10 26ftn 7415794-*6194380894,tt In the event residential construction ie allowed without a complete grading certification, all information, certifications and implied warranty contained in my July 13, 1993 Rough Grading Report, are declared null and void. Hopefully your professional integrity and "Standard of care" ae a Civil Engineer will not allow this to mat- erialize. With proper investigation and any necessary mitigation, I would be able to update my certification. Very terald R. R.C.E. 33 PCU W ;EROX TELECOPIER 7010 , 9-23-93 2 "415794-61y4380894,8 t 1S2S S, Ejcondido Blvd Ste A Effcondido, CA 92025 74J-0533 FAX 741-5794 LAND DEVELOPMENT Surveying • Perc Ttiti * UM Splits Plans & Compaction Ten* FAX COVER SHEET JOB NO. 38B& DATEi Please Deliver To: Company: (_/ Fax Number* These Pages Are From: Name: Fax Numben (619) 741-5794 Number of Pages:including cover sheet) If you do not receive all of these pages, please telephone H. L LAND DEVELOPMENT; telephone number is: (619) 741-0533. ADDITIONAL COMMENTS! CIVIL ENGINEERING LAND SURVEYING RCU ^BWEROX TELECOPIER 7010 , 9-23-93 2 03PM 7415794-?6194380594,8 1 September 23. 1993 City of Carlsbad Building Department 2075 Las Palmas Carlsbad, Ca. 92008 Attni Pat Kelly 1525 Escondido Blvd Suite A Escondido CA 92025 (619)741-0533 LAND DEVELOPMENT Surveytnfl • P«c T«» - LOI Spllti Grtdlnf Plini A Compaction Teili Rei Lot 735 of La Costa Meadows, Unit No. 4, Map No. 7367 (Landis residence on Cazadero Dr.) TO WHOM IT MAY CONCERN; On July 13, 1993, I prepared a "Rough Grading Report" on the above referenced property. This was submitted to and approved by the City of Carlsbad. It has subsequently been brought to my attention that additional work was performed in the embankment areas previously certified after my representative was no longer on the site. This may very well adversely affect the integrity of the existing embankment. Until I have the opportunity to review the cite and examine the consequences of the additional earthwork performed I request that no Building Permit of any sort be issued on this site. The Grading Report previously issued is to be connd«r«d NULL AND VOID until an upd»t« is iesuad by this Engineer. Since erald R. RCE 332 CIVIL ENGINEERING LAND SURVEYING 2713 CITY Of CAHLSGAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR:^ PROJECT ID: /AMb\5 DATE: GRADING PERMIT NO. : f 67 P- (1 f~ LOTS REQUESTED FOR RELEASE:/V)/vP MO . ? 3 N/A = Not Applicable / ~ Complete Q = Incomplete or unacceptable 1. Site access to requested lota adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety and welfare of public Letter of request for ptutial 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 unusuol geologic or subsurface conditions exist Project conditions of approve] checked for conflicts TO. Can water service bs installed prior to bringing building combustibles on sito. Partial release of grading for the ?bove 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 ia denied for the following reaaona: 1st. //// /// / n/ 2nd. 1. 2. 3. 4. 5. 6. 7. 8. 9. TO Pa fo PROJELH INSPECTOR DATE PROJECT ENGINEER DATE SENIOR INSPECTOR <0 PLANNING CHECKLIST Plan CheckNo. /3"S3 J Address Phone 438-1161 ext. APN Type of Project and Use Zone Facilities Management Zone Legend a. a. a. Item Complete Item Incomplete - Needs your action l,-2, 3 Number in circle indicates plancheck number where deficiency was identified D Environmental Review Required: YES DATE OF COMPLETION: NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval __ D Discretionary Action Required: YES APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approva/ If not, state conditions wlu'ch require action -Conditions of Approval -^ Jr~**) Sl&-~y-*~^~JLt^z> j£2^s^224-'i"Z£Z/_ D California Coastal Commission Permit Required: YES NO DATE OF APPROVAL: . San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ' D D DD DDD nan ana ana nan ana DDD ODD Landscape Plan Required: YES i NO See attached submittal requirements for landscape plans Site Plan: Zoning: 1. 2. 3. 4. 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.i Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property Provide assessor's parcel number. Setbacks: Front: Int. Side: Street Side: Rear: 2. Lot coverage: 3. Height: 4. Parking: Additional Comments Required Required Required Required Required Required Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE PLNCK.FRM o o Carlsbad Planning Department May 24, 1993 Gene Sena 9047 W. 24th Street Los Angeles, CA 90034 t SUBJECT: HILLSIDE DEVELOPMENT PERMIT - HDP 91-15(A) - LANDIS RESIDENCE The City has completed a review of the application for an Amendment to a Hillside Development Permit to allow a grading revision and architectural change to a single family residence located at 2723 Cazadero Street. It is the Planning Director's determination that the project is consistent with the City's Hillside Development Ordinance, Chapter 21.95 of the Carlsbad Municipal Code and therefore approves this request based on the following: Findings: 1. Hillside conditions have been properly identified on the constraints map which show existing and proposed conditions and slope percentages. 2 Undevelopable areas of the project, i.e. slopes over 40%, have been properly identified on the constraints map. 3. The development proposal is consistent with the intent, purpose, and requirements of the Hillside Ordinance, Chapter 21.95. * 4 The proposed grading and development will not occur in the undevelopable portions of the site. 5. The grading design minimizes disturbance of hillside lands. 6. The project design substantially conforms to the intent of the concept illustrated in the Hillside Development Guidelines Manual. Conditions: 1. Approval is granted for HDP 91-15(A), as shown on Exhibit(s) "A" - "C", dated May 24, 1993, incorporated by reference and on file in the Planning Department. Development shall occur substantially as shown on the approved exhibit(s). Any 2O75 Las Palmas Drive - Carlsbad, California 92OO9-1576 * (619) 438-1161 o HDP 91-15(A) - LANDIS RESIDENCE MAY 24, 1993 PAGE TWO proposed grading and/or development substantially different from this approval as determined by the Planning Director, shall require an amendnienf to this Hillside Development Permit. The applicant shall prepare a revision to the approved landscape and irrigation plan for the manufactured slopes which shall be submitted to and approved by the Planning Director prior to the issuance of building permits. Prior to the issuance of the building permit there shall be a deed lestriction placed on the deed to this property subject to the satisfaction of the Planning Director notifying all interested parties and successors in interest that the City of Carlsbad has issued a Hillside Development Permit on May 24, 1993, on the real property owned by the declarant. Said deed restriction shall note the property descnption, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the deed restriction. Said deed restriction(s) may be modified or terminated only with the approval of the Planning Director, Planning Commission or City Council of the City of Carlsbad whichever has final decision authority for this project OTYjeiF/CARLSBAD GARY g. WAYNI Assistant Planning Director GEW:AH:vd * c: Chris DeCerbo Bobbie Hoder Bob Wojcik Ben Ellorin Sherri Hoyle Don Rideout File Copy ' Data Entry Marjorie/Steve Mr. & Mrs. Stephen Landis 3064 Camino Limero Carlsbad, CA 92009 • Civil Engineering • Land Planning • Structural • Surveying MAY 27, 1993 1 OF STRUCTURAL CALCULATIONS FOR THE LANDIS RESIDENCE DESCRIPTION: SINGLE FAMILY RESIDENCE 2723 CAZADERO DRIVE CITY OF CARLSBAD LOT 735, MAP NO. 7367 OWNER: STEPHAN & CASSANDRA LANDIS 3064 CAMINO LIMERO CARLSBAD, CA 619-929-9656 ENGINEER: LOGAN ENGINEERING 120 BIRMINGHAM DRIVE, ST CARDIFF, CA 92007 619-942-8474 1110 R.C.E. EXP. DATE 2-31-93 120 Birmingham Dr, Suite 110 • Cardiff-by-the-Sea, CA 92007 • 619-942-8474 2 of I. DESIGN CRITERIA 1) REFERENCES - 1991 UNIFORM BUILDING CODE - MASONRY HANDBOOK, JAMES AMRHEIN,S.E. (5th ED.) 2) LOADING - ROOF (>4:12) L.L.=16 PSF D.L.=14 PSF - CEILING L.L.=10 PSF D.L.= 5 PSF - FLOOR L.L.=40 PSF D.L.=10 PSF - BALCONY L.L.=60 PSF D.L.=10 PSF 3) SEISMIC/WIND - WIND (EXPOSURE "B") Vw = 13.5 PSF - SEISMIC VS = 0.183 D.L. 4) TIMBER - REPETITIVE D.F. #2 (OR AS NOTED) - BEAMS/SINGLES D.F. #1 (OR AS NOTED) - GLULAMS COMB 22F-V4 (OR AS NOTED) - MICROLAM/PARALLAM BY TRUS JOIST (M.L./P.L.) 5) CONCRETE - 2000 PSI @ 28 DAYS, U.O.N. 6) SOILS - REPORT BY H.L. LAND DEVELOPMENT, DATED 6-6-91 ASBP = 1300 PSF 7) MASONRY WALLS F'm = 1500 PSI Fs = 24000 PSI N = 25.8 HALF STRESS DESIGN SOLID GROUT NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 10) WELDING PER AWS Dl.1-77, E70XX ELECTRODES M V fe ) ' V5 '^° ^4(rO M- V- l^/to*A' (0 16 -M - ? 1*' ^ Mr A--z- tf 4-0 M^ ft 4^(4 p MrO 1 ^ 10 0:2. H 10 V A - 2 [A/ t 1 1=50 V M- V- AA A-- £ >4' , 1 L. /- /. OR \ V r r ID'- is .?, V Uio - ^ K Mo \\ IO (a LS 44- (6 11 v- 1(5 z- (A// V\ V V 7 \/= 14 fo \ \/ ^ ' A S - V u/ 0*6- • Civil Engineering • Land Planning • Structuial • Surveying SHEAR WALL SCHEDULE; B W WALL A A /4 A A A A A AA WALL WALL MATERIALS 1/2" DRVWALL (unblkd) 1/2" DRYWAU. (blocked) 5/8" DRKWALL (blocked) 7/S" STUCCO (cenent) 3/8" PLYWXO-STD SHOT 3/8" PLYWDOD-STD SHOT. 3/0" PLVWOCO-STD SHOT. 3/0" PLYWOOD-STRUCT. I 1/2" PLVWOOOSTRUCT. I 1/2" PLYWOOD-STRUCT. I N» MAIL 5d 5d 6d 6ga Bd 3d Bd 8d lOd lOd kILING PANEL EDOE 7"o c 7"o.c. T'o.c. 6"o.c 6"o.c 4"o.c. 3"o.c. 3"o.c. 4"o.c 3"o.C NTER SPACE 7"o c tt''o.c H'o.c. 6"o.c. 12"o.c. 12"o.c. 12"o.c 12"o.c 12"o.c 12"o.c FOUNDATION / B CONCRETE FOOTINO S"A.B. 9 6'o.c. »i"A.B. & 6'o.c. S"A.B. § 6'o.c. 1/2"A.B. e 4'0 c 1/2"A.B. e 36"o.c. 1/2"A.B. § 24"o.c. 5/8»A.B. § 32"O.C. 5/8"A.B. @ 28"O.C. 5/8"A.B. 6 24"O.C 3/4MA.B. 6 28Ho.c ILL ATTACHMi VWOOO FLOOR • and FLR CONST 3L6d @ 12"o.c. LGd @ 12"o.c. V6d 0 12-o. c. 16d e B"o.c. 16d @ 6"o.c. 16d § 4"O.C. 16d § 3"O.C. 16d e 3"o.c. 20d e 3"O.C. 20d e a^o.c. INT me ARv^ue. 50 plf 75 plf 85 plf 180 plf - 220 plf 320 plf 410 plf 460 plf 510 plf 665 plf 1. SEE PLAN FOR SIZE & LOCATION OF HOLDOWNS. 2. SHEAR INCREASE 1.20 WITH STUDS AT 16" O.C. 3. NAILS NOTED ARE COMMON OR GALVANIZED BOX. 4. DRYWALL NAILS ARE COOLER PARKER HEAD OR DRI-TITE. ALT. ATTACH. AT DRYWALLS RAMSET 3/16" PINS § 16" O.C. 5. DOUBLE SHEAR VALUE WHEN MATERIAL IS ON TWO SIDES. USE MIN. 3X STUDS W/ NAILS ON EACH SIDE STAGGERED. REDUCE SPACING OF SILL ATTACHMENTS BY 50%. 6. EDGE BLOCKING ON ALL PLYWOOD PANELS. 7. DRYWALL VALUES HAVE BEEN REDUCED 50% FOR SEISMIC FORCES. DOUBLE VALUES FOR WIND LOADING ONLY. 8. CAN SUBSTITUTE PLYWOOD PANEL SIDING PER TABLE 25-K-l AND U.B.C. STANDARD NO. 25-9. (Till, 303 SIDING, ETC.) 120 Birmingham Dr., Suite 110 • Cardiff-by-the-Sea CA 92007 * 619-942-8474 1525 S. Escondido Blvd. Ste A Escondido, CA 92025 741-0533 FAX 741-5794 LAND DEVELOPMENT Surveying - Perc Tests - Lot Splits Grading Plans & Compaction TestsJob No. 3608 June 6. 1991 Re: Lot 735 of La Costa Meadows Unit No. 4 Map No. 7367 Subject: Preliminary Soils Investigation TO WHOM IT MAY CONCERN: Per the request of Ericka Demiter. our firm has conducted a Preliminary Soils Investigation of the soils found at the above referenced site. This represents the findings and recommendations for the proposed development based upon the results of this investigation. J V This investigation consisted of a'/1 site geologic^ ">' reconnaissance and the excavation of several 18 inch wide backhoe slices to a depth of 8.0 feet. Laboratory testing was performed on representative soils ''samples obtained from these excavations in order to evaluate pertinent physical properties of the soils encountered. The conclusions and recommendations that follow are based upon review of the proposed development, inspection of the site, an analysis of the data obtained and our experience with similar soil conditions. CIVIL ENGINEERING PROJECT SCOPE Explore the subsurface conditions to the depths influenced by the proposed construction. Evaluate, by laboratory test, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, expansive characteristics and settlement potential. Develop soil engineering criteria for the site grading and provide design information regarding the stability of cut/fill slopes. Determine potential construction difficulties and provide recommendations concerning these problems. Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended design. SITE The project site consists of a rectangular shaped parcel containing 0.66 acres. This lot is located on the south side of Cazadero Drive in the La Costa Meadows Unit #4 Subdivision in the City of Carlsbad. Topography slopes moderately from the south boundary toward the public street along the north boundary. Elevations vary from a high of 500'MSL down to 452' MSL. This lot has previously been cleared but currently is covered with low grasses and brush native to the coastal area. A five foot high cut slope exists along the street right-of-way. Surrounding parcels have been developed with single family residences and associated improvements. However, the lot immediately adjacent to the west is still vacant. Access to the site is by an A.C. surfaced public road. A residential grading plan will be prepared by H.L. Land Development for proposed development of the site. As of this date, this plan is not completed. FIELD INVESTIGATION The project site is located on the westerly fringes of the underlying Santiago Peaks Volcanic formation.i In May 1991, I conducted a field investigation of the site. A tractor mounted backhoe was utilized to excavate several observation and sample pits at random locations within the proposed development area. An 18" bucket was utilized. Soil profiles were similar in each excavation with "refusal" encountered at 8 feet below surface levels. At this depth we encountered the underlying volcanic formation. The upper layers were composed of clayey sands and silty sands with fractured rock fragments common to this formation which is found throughout this subdivision. An exposed "cut" slope was noted along the north property line which gave me a further opportunity to review the volcanic formations. This formation consists of a very hard brittle rock which is highly fractured and will break up into fragments during excavation with heavy grading equipment. This fragmented rock when combined with the silty sands and clays can be compacted into a dense stable embankment. Bulk soil samples were obtained from our excavations and laboratory testing was performed on these samples, so that we might use the test results to help evaluate this site. N No ground water was encountered during our investigation and ground water will not have any adverse affect on this project. We also reviewed the "As-Graded" report for the mass grading of the subdivision as prepared by Benton Engineering Inc. dated 9/10/73. Embankment was placed on adjacent lots and for street construction but this lot was left in its natural state. LABORATORY TESTS Laboratory tests were performed in accordance with generally accepted test methods of the American Society for Testing and Materials (ASTM) and other suggested procedures. The maximum dry density and optimum moisture content of the near surface soils were determined in accordance with ASTM Test D1557, Method A. In addition, a direct shear test was performed on samples remolded to 90% of maximum dry density at optimum moisture content. Field moisture content and dry density were determined from representative undisturbed samples. This information was an aid to classification and permitted recognition of variations in material consistent with depth. The dry unit weight is determined in pounds per cubic foot, and the field moisture content is determined as a percentage of the soils dry weight. Field classifications were verified in the laboratory by visual examination. The final soils classifications are in accordance with the Unified Soil Classification System. / L Direct shear tests were performed to evaluate bearing potential along with maximum density testing and expansive analysis. Maximum dry densities of the clayey-sand top soils layer found on the 1.0 foot thick surface layer was determined to average 103.0#/cf. at 12.1 optimum moisture content. In place density of this upper topsoil layer equals 120.1 pcf (86% Relative Compaction at the location of Pit #2. Test method ASTM D1557 was used to determine relative compaction and maximum densities. Testing done for internal angle of shear for the predominant type soils encountered equals 19. Maximum dry density of the underlying layer of soil equals 107.1 psf at 17.0% optimum moisture content. Underlying soils are very dense and may require blasting. However, a large dozer (CD-8 of larger) should be able to rip this formation. This type material will be the dominant type soil encountered during grading. An expansive analysis of these soils was performed in accordance with UBC 29-2 procedures with a resultant value of 108 considered to be high expansion. Special design considerations will be necessary to compensate for expansive soil characteristics if construction occurs on these soil types. However, we recommend that a non-expansive imported soil be utilized to complete the upper 3' of the building pad. TECTONIC SETTING Carlsbad, along with most of the Southwestern portion of California, San Diego County, and parts of Mexico are located on a relatively stable tectonic plate. This plate is bounded on the East by the San Andreas Fault System and on the West by the San Clemente Fault System. These faults contain many other parallel faults ,which are essentially high angle strikeslip faults with a Northwest/Southeast trend. Although the bounding fault systems are active, the interior of the tectonic plate is not generally disturbed by the fault movement. Geological references indicate that not much damage will occur from earthquakes of magnitude of less than 6 for sites over eight miles from the fault. Since maximum probable earthquakes for the general San Diego Area is in the known active faults we can infer that the shaking problem will not be to great. Current seismic design criteria as imposed by the U.B.C. should be satisfactory to compensate for seismic action. There are no existing landslides, faults or other natural disturbances noted on the site or in the immediate area as determined from air photos, and field inspection. This does not preclude the possibility of sliding by poor grading or other man made practices. This site can be considered relatively free of geologic hazards. <T CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based on the results of our document review, field reconnaissance and investigation, borings and test pits, laboratory data and engineering analyses, our experience in the general vicinity of the site, and our professional judgments. The site may be utilized for the proposed development provided the recommendations of this report are carefully i followed. The undisturbed native soils, properly compacted native soils or combinations thereof, should adequately support the proposed structures without detrimental settlement. The recommendation presented in this report are contingent on review of final plans and specifications. It is recommended that H.L. Land Development, Engineering and Surveying, be retained to provide continuous soil engineering services during the earthwork operations. This is to observe compliance with the design concepts, specifications, and recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to start of construction. GEOLOGIC HAZARDS No major geologic hazards, such as faults or landslides, were identified to be present on, or in the immediate vicinity of, the site. GENERAL SITE PREPARATION Removal of loose, unsuitable soil will be required before placement of engineered fill in all proposed fill areas.i We recommend that all organic matter, oversize rock, and other deleterious materials be removed from the site. All loose or porous surface soils, and any fill soils not removed by the grading operation, shall be excavated and scarified as required, watered, and compacted prior to placing any additional fill. After overexcavation, the exposed surface shall be scarified to a depth of 12 inches, watered as required, arid properly compacted prior to placing fill. In-situ scarification can generally treat the upper 12 inches of soil; otherwise, overexcavation will be necessary. The actual depth of the excavation and recompaction should be determined in the field by the soil engineer or his representative during grading, when the soils are exposed. All embankment shall be compacted to a minimum of 90% relative compaction and all existing ground within 7.0 feet laterally and to a depth of 1.0 foot below the bottom of foundations shall be compacted to at least 90% relative compaction. Driveway subgrade shall be compacted to at least 95% relative compaction. Rock over 12 inches in diameter is not considered acceptable as fill, and will have to be removed from the site, or incorporated with the site landscaping. Any abandoned underground utilities should be removed or crushed in-piace to avoid the possibility of localized settlement due to collapse of a loaded utility pipe. Adjacent pipes extending into the project site should be i1 plugged to minimize the possibility of foundation soil from being washed into a pipe. Excavations resulting from i utility removal should be properly backfilled and fill compacted in accordance with the attached specifications. ,h Any abandoned septic tanks or cesspools should be removed and backfilled with compacted fill or cleaned and filled with lean concrete. Results of our field exploration indicate that all material within the proposed grading depths can be excavated with medium to heavy ripping e Efort with heavy-duty grading equipment. The efficiency of excavation is dependent upon condition of equipment and capability of the operator. There is a possibility that non-rippable rock will be encountered during the proposed grading operation. If blasting becomes necessary, a separate blasting permit will be required by the City of Carlsbad. Rock over 12 inches in diameter is not considered acceptable as fill, and will have to be removed from the site, or incorporated with the site landscaping. Transition lots should be undercut to provide a uniform fill mat to a maximum of 3 feet under each building pad. It is our recommendation that the possible transition building pad(s) (to be evaluated upon final construction plan review and during grading) be overexcavated to provide a uniform fill mat (to a maximum thickness of 3 feet) below finish pad grade. Replacement soils should be recompacted to a minimum relative compaction of 90 percent (based on ASTM D1557-78). It is our recommendation that the area within the perimeter plus 5' outside of the proposed structure be backfilled with a non-expansive imported soil to a depth of 3 feet. Cut and fill slopes should be provided with appropriate surface drainage features and landscaped vith drought tolerant, slope stabilizing vegetation as soon as possible, to minimize potential for erosion. Berms should be provided at the top of all slopes and lot drainage directed such that surface runoff on slope faces is minimized . ^ ; STABILITY OF FILL SLOPES AND CUT/FILL SLOPES We recommend that all fill and cut/fill slopes be constructed at slopes ratios of 2:1 (horizontal to i vertical) or flatter. Slopes constructed of on-site soils and/or granular soils are considered stable against deep-seated failures and surface sloughing when constructed at slope inclinations no steeper than the i recommended 2:1. In addition, we recommend that all fill slopes, or fill portions of cut/fill slopes, be keyed into existing formational materials and benched in accordance with our grading specifications. The importance of proper compaction of all fill materials out to the slope face cannot be over emphasized. Slopes should be either overfilled and cut back to a" compacted finish surface or the outer surface of the fill slopes should, be backrolled / utilizing'TaYshVepsfootT^roller* (at-'- " ~ ""^"^ -- .i- "v'' * -^a; • * "- '^ t\f ^^r ^_» ^ ^J^ j ' ^^* * VJ^ Permanent slope maintenance programs should be initiated immediately after the completion of slope construction in order to minimize future surfacial sloughing. Slope maintenance should include proper care of erosion and drainage control devices, rodent control, and immediate planting with deep-rooted, light-weight, drought-resistant vegetation. Experience has shown that slope performance is largely dependent upon proper slope maintenance (planting, maintaining a uniform moisture content, clearing of drainage devices, etc.)- Slopes which are properly planted and conscientiously maintained are not expected to exhibit significant ravelling or sloughing. STABILITY OF CUT SLOPES i Preliminary plans provided to us indicate cut slopes with a maximum height of approximately 15 feet. We recommend that all cut slopes be constructed at slope ratios of 2:1 (horizontal to vertical) or flatter. i i On-site cut slopes can generally be expected to expose competent formational materials, and are considered resistant to deep-seated or surfacial ravelling. Sloughing can still occur, especially when slopes are not adequately cared for. DRAINAGE We recommend that measures be taken to properly finish grade the site after structures and other improvements are completed so that positive drainage away from all floor slabs and foundations exist. Even when proper drainage measures have been taken, experience has shown that a shallow groundwater or surface water condition may develop in areas where no such water condition existed prior to site development. This is particularly true when substantial increase in surface water infiltration results from landscape irrigation. We recommend that surface drainage be designed to have a minimum two percent slope away from buildings and that all drainage waters are collected and directed to discharge structures via properly designed surface swales, ditches or subsurface conduits. FOUNDATIONS Two requirements must be fulfilled by any foundation soil material. First, it should be safe against shear failure of the foundation soils which would result in lateral movement of soil under the load. Second, foundation settlement or heave should be within acceptable1 limits for the structure. It is our opinion that the structures proposed for site development can be supported on conventional, isolated or continuous footings. The foundation design criteria provided herein are based on guidelines provided by the Federal Housing Authority (FHA) and the Los Angeles District Portland Cement Association (PCA). Specifically, these guidelines are intended to lessen the adverse affects of expansive and/or compressible soils. They do not stop differential movement of soils sensitive to volume change. Residential structures may move in response to variation in soil moisture. These movements can and do cause some cracking of exterior stucco, concrete foundations and slab-on-grade floors. The design guidelines developed by the FHA and PCA were intended to provide foundation systems that limit cracking and other strain features to generally acceptable levels. Attempts to reduce strain features below these generally acceptable levels require engineering and construction costs typically considered inappropriate for residential construction. It should be noted that implementation of the foundation recommendations contained herein can be expected to result in some minor cracking of slabs, footings and walls, which should be considered the normal result of a necessary balance between benefits and costs. Minor cracking does not affect the serviceability of structure and is generally considered acceptable. FOOTING DESIGN We recommend that footing for light to medium-weight structures be founded in properly compacted non-expansive fill soils or formational materials. Minimum foundation shall be 12 inches wide and founded 15 inches below grade and shall have two #4 bars of reinforcing steel. One bar shall be placed 4 inches below the top of foundation, and the other bar shall be placed 4 inches from the bottom of foundation. These recommendations are based upon the use of an approved imported soil in the upper 3' of the pad and do not reflect any possible design considerations , imposed by building design which might increase these recommendations. The proposed foundations may be designed utilizing an allowable bearing pressure of 13001b/sf. This value may be increased by 1/3 for the design of loads that include wind and seismic analysis. Slab on grade shall be reinforced with 6" x 6" 10 gauge wire mesh. This mesh shall be placed midway in slab. An ,acceptable alternate for wire mesh slab reinforcement shall be #3 bar reinforcement placed on 24 inch centers both directions. All foundations shall maintain 7 feet of lateral support to any fill slope face. The above foundation requirements are for a single story structure. In the event a two story structure is proposed, the minimum foundation depth shall be increased to 18 inches. ANTICIPATED PERFORMANCE OF STRUCTURES LOCATED ON FILLS AND CUT/FILL LOTS It has been our experience that structures constructed on fills with variable thicknesses and cut/fill lots are subjected to adjustments of the fill mass throughout the life of the structure. Such fill adjustments may produce an array of strain features in the structure. In addition, construction practices, by themselves, may also produce various strain features. A description of typical strain features that could occur are presented in Appendix E. LATERAL RESISTANCE To provide resistance for design lateral loads of footings and shear keys poured neat against vertical excavations, we recommend using an equivalent fluid pressure of 220 pounds per cubic foot for properly compacted granular fill. This value assumes a horizontal surface for the footing or three times the height of the surface generating the passive pressure, whichever is greater. The upper 12 inches of soil in areas not protected by floor slabs or pavements should not be included in design for passive resistance to lateral loads. If friction is to be used to resist lateral loads, we recommend a coefficient of friction of 0.22 between soil and concrete. ACTIVE WALL PRESSURES We recommend that any proposed retaining walLs that are unrestrained at the top and free to deflect, be designed for an active equivalent fluid pressure of 57 pounds per cubic foot. This assumes the soil behind the retaining wall will consist of compacted, non-expansive, granular soils. This also assumes level backfill conditions and that no surcharge loads exist. For walls with a sloping backfill of 2:1 {horizontal to vertical), we recommend an active equivalent fluid pressure of 65 pcf. For walls that are restrained at the top and have a horizontal backfill surface, we recommend an active pressure of 75 pcf. We recommend that a positive drainage system be incorporated into the design of retaining walls or, alternately, that walls be designed for hydrostatic pressure. Specifications for typical retaining wall or basement perimeter drains are presented in Appendix E. Additional or final recommendations will be made and contained in the final "As Graded Report" when a more complete evaluation of foundation soils can be made. APPURTENANT STRUCTURES Construction of any proposed appurtenant structures such as pools, spas. walls, gazebos, decks, etc., should be reviewed by the Engineer in order to verify surface and subsurface conditions and provide necessary recommendations. WARRANTY AND LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do riot deviate appreciably from those encountered. It should be recognized that the performance of the foundations may be influenced by disclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the Soils Engineer so that he may make modifications if necessary. It is the responsibility of the Developer or their representative to ensure that the information and recommendations contained herein are brought to the attention of the Engineer and Architect for the project and incorporated into the project plans and specifications. It is further their responsibility to take the necessary measures to insure that the contractor and his sub-contractors carry out such recommendations during construction. All grading shall be monitored by a qualified Civil Engineer to insure compliance with these recommendations and applicable City of Carlsbad Ordinances. Recommended grading specifications are included in this report as attached Exhibit "A". Respectfu submitted, Herald R. Lantis RCE 33220 APPENDIX A BORING LOGS TEST LOCATION PLAT 1323 Eicondtdo UlvJ Suile A Eicondido. CA 92UJ3 Project Depth in Feet Soil Type SOIL BORING LOG Description LAND DEVELOPMENT Surveying • PeieTein • Lot Spllti Criding Plini It Compaction T«iu Date, 1523 Eicondido UIv<J Suite A Ejcondido. CA 92U23 Project Depth in Feet 1 Type L— SOIL BORING LOG Description LAND DEVELOPMENT Surveying • Pcrc Ttiti • Lot Spllti Griding PUni it Completion Tent Date 0-z "S?i&rt-. -- rmr. Project Namei \x>\-73^" Vt* Depth in Feet Soil Type SOIL BORING LOG Description II I52J Eicondido Ulvd SuiicA Eicondido.CA 92025 (6I9J 741-05JJ LAND DEVELOPMENT Surveying * Pcic Tcili • Lot Spllu Crtdlni Plant It Compaction TCIII Date, Cufe^/ CIVIL ENGINEERING I ANH ItlRVFYTN'n : A p - f • Y-VW £ A ^IN. VI I u . I < APPENDIX B TEST REPORT DATA JC3 TD : 1146-35 SAMPLE: DEMITER- SOLANA BEACHuOB MANE: H2-L LAND SOIL TYFE: 1 DESCRIPTION: BROWN SANDY SI LTV CLAY ^-*^ CAUTION +•>-* THE BEARING CAPACITY SHOWN BELOW IS JUST ONE TOOL OF SEVERAL USED BY THE GEQTECHNICAL ENGINEER TO DETERMINE IF "ME FOUNDATION IS ADEQUATE1 Fricti on Anol e tdegr eesJ = 19 Wet Density (pc-f j *=" I12.2GO content ('/-^ = 17. SCO Cohesi on (ps-f , = 20 1 Drv Density ^pcf) = ?5 . 4897ft Factor ot Sa-fet.' = 3 LATERAL LOAD PARAMETER ACTIVE PRESSURE (ps-f1 = 57.1 PASSIVE PRESSURE ^psf^ - 220.5 ^T PEST PRESSURE 'P^-f- = ~?5. 7 1- a - 0.51 l-o -l.°7 =0-o OF F-ICTION = 0.22 BE-- INC CMP'osf ,'DEPTH/FTG. 1 1 1 WIDTH/FT&, 1 1 . 25 1.5 i9 1.574 1.5 1.5 1.5 i . .=; 1. •\= _ Q=:' 3O1.c56 3V-3.72^ 514.992 321.65^ -' c t: . ±1 - -J w; 5 5 1.2! 1 1.25 1 .5 1. 75 MC = 11.5 NO - Z. 1 NG = 1.4 JOB ft : 11-^-55 = siO X2-= 31 i-i- IS.o F2= 25 Ti= i>_-'5.*'-*5 T2= 31 LOCATIOrJ : DEN1 1 TER -Sui_A! IA BEACH A 7^ 161 It u = t JOB NO- JOB NAME SAMPLE _ DIRECT SHEAR TEST Remolded G Undisturbed D Rate of displacement inches/mm. DATE TEST SPECS. REMOLD TO 90% SOIL TYPE DESCRIPTION OLPGmf 3d&W S^&fi/ ££/?f/-/ RING NO. 81 ^ -r 4000- U. S/3 =£ 3000- oIN GC 2000- X 1000- ( INITIAL SOAKED 150.0 AT AT 82$ r^7130- 2- — ^.«r *~ _^ -_-«^ — 1 _^^^"^ 'i^ ) 1 2 3 ^ VERTICAL (KSF) Average Ww + Ws Initial Soaked 1. / Jl o ^ iBc.o 2. J>2 2. is/.r* 3. /Jfi? 3. JYfJ AV | *]$, ' '^ r/3 w Initial Ws -»- Ww = ' -' J Ws = f 5- / W = 11.6 , ,7r 1 Initial 0859x( j SOAKED is/r 10 20 30 f6 50 60 70 80 90 L 100[ 1^110 120[ 130[ 140 1501 160 1 170 180 190 200 210 220 230 240 250 J0.fr ) i Hor /£> /. / pp. /7 ^ nw tt3 Q INITIAL 68.1no.i 81 Ver Ht $3 5 <? ^Ar-V IQ it) 10 10 10 SOAKED 2 '£.7 6&tt iHfo 82 Hor Ver. L/V U3 _$$\ £s & o C V 70n - ^o Y 7^ 74 STA ^? i ^/ rt i ? (fl Mf. 17 JO 35 5V Jfc j/ 37 r / f\ Y/ V? */ C~ (J £j vr V< C 84 INITIAL SOAKED 83 Hor Ver /Z2- /*? 2- iy/ m /sy /57 J<% 1^7 /5^[j"^ /60 dS K9 J-5? <fQ °l 1 12, ^yy 3^ It 9<) ^77 ? *7 ^^$J ^t ^t 84 Hor. Ver . w WSH Ws W Soaked M;/:^ X Soaked 0 859 x ( 1 /#/ ) ,7- Su 0u Co mmary /- ^ 1 /7 -"V pec EXPANSION TEST (In Accordance With U.B.C. Standard #29.2) JOB NO. JOB NAME SAMPLE DESCRIPTION DATE TECHNICIAN Initial Moisture Content Compacted Moisture Content, Near Optimum Initial Bulk Sample Weight Weiqht of Sample Passinq No. 4 Sieve % - C - p -% ~ D - E ~ Compacted Weiqht, Rinq + Soil Weiqht of Rinq Specimen Weiqht, (F)-G Compacted Wet Density 1 x 0.3017] Compacted Dry Density [I/(l + B) ] 62 . 4ueqiee 01 SdiimiaLxon , IB/ -r - U.J/U4J % £<?£,£ 2o/,7 -30<n? 'TZ'O 77.6 f*f *&% ^<91.1 3</&5 f&VrS' ^3 UQ 7"TV/ / A. B, C. D. E, F, G, H I K SWELL DATA STATIC LOAD = 144 PS FINAL READING: INITIAL READING: DATE S/3//?/ r/W^ TIME 6&0 ^f c? EXPANSION READING L-M = 0 EXPANSION INDEX = (O * 10 3) EXPANSION POTENTIAL EXPANSION INDEX = 1.000 X O X E EXPANSION POTENTIAL DIAL ,(*oi *tf'?3 a /6?8 /#g tttvA / FINAL MOISTURE CONTENT (Submerged) 1. Wet Weiqht + Rinq 2. 3. 4. 5. 6. Dry Weiqht + Rinq Water Loss, (1-2) Weiqht of (Rinq) Dry Weight, (2-4) Final Moisture, (3/5) xlO *>£0,0 !*><?, 0 9^7, 7 9)^3 3 M6 L\ APPENDIX C GRADING DETAILS \\ ^^t—NATURAL GROUND %COLLUVIUM and ALLUVIUM REMOVAL BEDROCK TYPICAL BENCHING SEE DETAIL BELOW NOTE* FINAL 2O* OF PIPE AT OUTLET SHALL BE NON-PERFORATED TOWARD DRAIN ftLTfft MATSMAL TO MCCT FOLLOWINGsrecirt CATION o/t AffRoveo EQUAL* SICVC 5//r r J/4' J/9" NO. 4 NO. JO HO. so MO. tOO PCftCfNTAGF PASSING too 90' 100 40-100 X3' 40 J- IS o-r 0-3 HO res t I) MINIMUM S'OIA PIPC 2) ALL PtPC SHOJLQ B£ PVC t$CH€CUL£40)Q* APPGOVfO SUBSrirUT£tWtTN MINIMUM STRENGTH OS/OOOPSI. 3) fO/t CONTINCUS RUN IN FXC£SS Of SOO' USC a TYPICAL CANYON SUBDRAIN DETAIL Project No. H. L. Land Development Figure C-1 zo I F fQ) 3 (D < (I) H OT3 3O Ot-r O >r 22r~r- O m r C/5 O "0m m 3) to r- o Z O m o w rn romzo 2: G> CO m;Dm c 3J> w z w2 o r-f^ H o o ™< zrn m enO 33m > t/) O> to — r > 5r- 33 z -< H O — £5 e3 x.r e i5 3e 3 ft ' \ \ \ U t^ 5? 1 mto cu m Cn O "T? Q7ss do m 3J> oo O ( *oI_LJnnr*ZO a: f f0)Do.jj OD <tD D 33D3 -»• *»J)-• (NC Mriro O CO V H -< 13 O >r~ mn*™ r~ > CD O m oc H C/5 O "Um 1OLHIHI'I\^ Original Ground /, Colluvium, Weathered BEDROCK OR Regrade APPROVED FOUNDATION MATERIAL Dimension to be Determined for each Specific ProjectjmJF/} CUT-FILL LOT (TRANSITION) ORIGINAL - GROUND COMPACTED FILL .. y/'"*// ! / / /< / / / / . /\. / / to be for ' Specific (Minimum J ft) RE GRADE BEDROCK OR APPROVED FOUNDATION MATERIAL TREATMENT OF CUT, TRANSITION, OR SHALLOW FILL LOT Project No.H. L. Land Development Figure C-4 APPENDIX D SPECIFICATIONS FOR MOISTURE BARRIERS BENEATH FLOOR SLABS r~ APPENDIX D SPECIFICATIONS FOR MOISTURE BARRIERS BENEATH FLOOR SLABS I.GENERAL The capillary break and vapor barrier to be placed beneath slab- on-grade floors shall consist of a minimum of 4 inches of 1/4-inch crushed rock placed on a prepared surface of natural ground or engineered fill, a waterproof membrane overlying the rock, and at least 1 inch of sand placed over the membrane. II. MATERIALS The crushed rock and sand shall be of such size that the percentage composition by dry weight as determined by laboratory sieves (U.S. Standard Series) shall conform to the following gradations: Sieve Percentage Passing Sieve Size 1/4 No. No. No. in. 4 8 200 Gravel 75 - 0 - 0 - 100 100 25 2 Sand 85 - 0 - 0 - 0 - 100 30 10 2 Gravel and sand shall contain no appreciable amounts of organic matter or other deleterious material. r The membrane material shall be a clear or black polyethylene film having a minimum thickness of 10 mils. The width of roll used shall be determined by field conditions, providing all other requirements are met. III. DESCRIPTION Crushed rock for use under floor slabs shall consist of a minimum thickness of 4 inches of mineral aggregate. Both materials are to be placed in accordance with these specifications and in conformity with the dimensions shown on the plans. The membrane shall be placed over the mineral aggregate allowing a minimum of 6 inches overlap at the seams. The edges of the membrane shall extend several inches down the sides of the footing excavations. Where it is necessary to cut the vapor barrier to allow for utility pipes and ducts, a patch or gusset with a 6-inch overlap shall be placed around the pipe or duct. Punctures and tears shall be patched in the same manner., A 2-inch-wide polyethylene pressure-sensitive tape may be used in lieu of a 6- inch overlap or for patching holes and tears. Where tape is used, seams may be butted. When the vapor barrier has been placed and all patches made, it shall be covered with a minimum of 1 inch of sand. Care should be used to keep all sand from under the seams. Remove any sand that may have been placed over perimeter footings, interior footings or interior piers. Care should be used in placing concrete to insure that the vapor barrier is not disturbed or punctured. APPENDIX E ORIGIN OF STRAIN FEATURES AND CONSTRUCTION PRACTICES APPENDIX E ORIGIN OF STRAIN FEATURES AND CONSTRUCTION PRACTICES I. ORIGIN OF STRAIN FEATURES Strain features, for example cracks in walls and slabs, are a result of deformation of the house and improvements under the action of forces. Some of these forces may originate in the underlying soil; however, other forces originate as a result of construction methods and materials. These origins of forces often interact as contributing factors. The goal of construction practice and engineering is to limit development of strain features to generally accepted levels. An attempt to reduce strain features below generally accepted levels requires more expensive engineering and construction. In addition to cracks in walls and slabs, strain features include the following: bulges at wallboard seams, out-of-square door and window frames that cause rough operation, cracked footings, displacement of separate structural elements such as between walls and chimneys or across contraction joints in slabs, and unusual variations in topography of the floor slab. II. CONSTRUCTION PRACTICES Some cracking of slabs, footings, and walls is considered normal and is the result of a necessary balance between benefits and costs. Minor cracking does not affect the serviceability of a house and has been considered generally acceptable. in some conditions a concrete slab or footing may develop a single large crack or numerous small cracks. Data in Engineering Bulletin No. 3, Design and Control of Concrete Mixtures by the Portland Cement Association, indicates that a high-quality slab or footing that is 50 feet in dimension may experience 0.36 inches of APPENDIX F SPECIFICATIONS FOR RETAINING WALL OR BASEMENT PERIMETER DRAINS Li- shrinkage during the first 38 months after construction. Approximately 0.12 inches of shrinkage would occur during the first month and an additional 0.2 inches would occur in the next 10 months. Moreover, concrete in residential structures is often placed with high water content, high initial temperatures, small aggregate, and during hot and dry weather conditions. All of these can increase the amount of shrinkage. In some slabs, the shrinkage may be expressed as one or two cracks rather than being distributed as numerous smaller cracks. Steel reinforcing helps distribute shrinkage as smaller cracks but is not always effective. APPENDIX F SPECIFICATIONS FOR RETAINING WALL OR BASEMENT PERIMETER DRAINS Perimeter drains consisting of filter gravel with perforated pipe shall be installed behind all retaining walls and perimeter subgrade building walls. The drains shall be in accordance with these specifications, unless otherwise specified by the Soils Engineer. Subsurface drain pipe shall be constructed in accordance with the following requirements: perforated corrugated metal pipe, clay tile, asbestos cement pipe, PVC pipe, or ABS pipe shall conform to the AASHTO Designations M36, M189, and ASTM Designation 1785 and 2751, respectively. Filter material for use in backfilling trenches around and over drains shall consist of clean, coarse sand and gravel or crushed stone conforming to the following gradation requirements. Percentage Sieve Size Passing Sieve 1" 3/4" 3/8" 4 8 30 50 200 This material generally conforms with Class II permeable material in accordance with Section 68-1.025 of the Standard Specifications of the State of California, Department of Transportation. 90 - 40 - 25 - 18 - 5 - 0 - 0 - 100 100 100 40 33 15 7 3 Trenches for drains shall be excavated to a minimum width equal to the outside diameter of the pipe plus one foot and to the base of the footing or wall. Waterproofing in the form of Bituminous mastic, bentonite panels or o'cher similar impermeable material shall be placed on the wall before backfilling proceeds. The bottom of the trench shall then be covered full width by 4 inches of filter material and the drainpipe shall be laid with the perforations at the bottom. Drain pipe sections shall be joined with couplers. The pipe shall be laid on a minimum slope of 1.0 percent. After the pipe has been placed, the trench shall be backfilled with filter material to the elevation shown on the plans, or as directed by the soils engineer. The drains shall be connected to water-tight pipes to direct the effluent to the street gutter or to storm drains. APPENDEX G GRADING SPECIFICATIONS Herald R. Lantis hereinafter described as the Soil Engineer, should be consulted prior to any site work connected with site development to ensure compliance with these specifications. These specifications shall only be used in conjunction with the soil report of which they are attached and part thereto. 1.1 This item shall consist of all clearing and grubbing, preparation of land to be filled, filling of the land, spreading, compacting, and control of the fill and all subsidiary work necessary to complete the grading of the filled area to conform with the lines, grades and slopes as shown on the accepted plans. 1.2 The Soil Engineer shall test and observe all grading operations. In the event that any unusual conditions not covered by the special provisions are encountered during the grading operations, the Soil Engineer shall be contacted for further information. 2.0 Tests The standard test used to define maximum density of all compaction work shall be the ASTM Test Procedure D1557-70. All densities shall be expressed as a relative compaction in terms of the maximum density obtained in the laboratory by the foregoing procedure. 3.0 Clearing, Grubbing and Preparing Areas to be Filled. Any trees not utilized in landscaping, structures, weeds and other rubbish shall be removed, piled or otherwise disposed of so as to leave the areas that have been disturbed with a neat and finished appearance, free from unsightly debris. s U- , 3.1 Any septic tanks, if encountered, and debris must be removed from the site prior to any building, grading or fill operations. Septic tanks, including all con- necting drain fields and other lines, must be totally removed and the resulting depressions properly reconstruct- ed and filled to the complete satisfaction of the super- vising soil engineer. 3.2 All water wells on the site shall be capped according to the requirements of the San Diego County Health Depart- ment . The strength of the cap shall be at least equal to the adjacent soil. The final elevation of the top of the adjacent grade prior to any grading of fill oper- a tions . 3.3 All buried tanks, if encountered, must be totally removed and the resulting depressions properly reconstructed and filled to the complete satisfaction of the supervising soil engineer. 3.4 Ml vegetable matter and soil designated as unsuitable by the soil engineer shall be removed under supervision and direction of the soil engineer. The then exposed surface shall then be plowed or scarified to a depth of at least eight inches and until the surface is free from ruts, hummocks, or other uneven features which would• > tend to prevent uniform compaction by the equipment to be used. 3.5 The original ground upon which the fill is to be placed shall be plowed or scarified deeply, and where the slope ratio of the original ground is steeper than 6.0 horizon- tal Lo 1.0 vertical, the band shall be stepped or benched. AL the toes of the major fills and on the sideslope fills, the base key shall be, as described elsewhere in this report, at least 10 feet in width, cut a1 least three feet into the undisturbed or native soil, and sloped back into the hillside at a gradient of not less than two percent. Subsequent keys should be cut into the hillside as the fill is brought up the slope. The construction of subsequent keying opertions shall be determined by the soil engineer during grading operations. Ground slopes which are flatter than 6 to 1 shall be benched when considered necessary by the soil engineer. 3.6 After the foundation for the fill has been cleared, plowed, or scarified it shall be disced or bladed until it is uniform and free from large clods; brought to the proper moisture content by adding water or aerating; and recompacted to a relative compaction of not less than 90 percent. 4.0 Materials Native soil, free of organic material and undesirable dele- terious material, may be used as fill. Native soil which is expansive, shall not be placed on the top two feet of building pads without the approval of the soil engineer. 4.2 The materials for fill shall be approved by the soil engineer before commencement of grading operations. Any imported material must be approved for use before being brought to the site. The materials used shall be free from vegetable matter and other deleterious material, and be non-expansive. Expansive soil is defined as soil which expands more than three percent when saturated at 90 percent relative compac- tion and optimum moisture content under a surcharge of 150 psf. 5.0 Placing, Spreading, and Compaction Fill Material 5.1 The selected fill material shall be placed in layers which, when compacted, shall allow adequate bonding and compaction. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to ensure uniformity of material in each layer. 5.2 When the moisture content of the fill material is below that specified by the soil engineer, water shall be added until the moisture content is as specified to assure thorough bonding during the compaction process. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified. 5.3 After each layer has been placed, mixed a/id spread evenly, it shall be thoroughly compacted to a relative compaction of not less than 90 percent. 5.4 When fill material includes rock, no rocfc will be allowed to nest, and all voids must be carefully filled with small stones or earth and properly compacted. No rocks larger than six inches in diameter will be permitted in the fill. 5.5 Compaction shall be by sheepsfoot rollers, multiple wheel pneumatic-tired rollers, or other types of acceptable com- pacting rollers. Rollers shall be of such design that they will be able to compact the fill to the specified moisture content range. Rolling of each layer shall be continuous over its entire area and until the required density has been obtained. 5.6 Field density tests shall be made by the soil engineer where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density tests shall be taken in compacted material below the disturbed surface. When these tests indicate that the density of any layer of fill or portion thereof is below the required 90 percent relative compaction, the particular layer or portion shall be reworked until the required density has been obtained. 5.7 The fill operation shall be continued in compacted layers as specified above, until the fill has been brought to the finished slopes and graded as shown on the accepted plans. 5.8 Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction operations shall be continued until the slopes are stable. 5.9 All earthmoving and working operations shall be controlled to prevent water from running into excavated areas. All water shall be promptly removed and the site kept dry. 6.0 Disposal of Oversize Rock 6.1 Oversize rock shall be either exported from the site, used for landscaping purposes, or placed in designated non-structural fill areas. 6.2 Prior to grading, the soil engineer shall be consulted to approve any proposed non-structural fill area. In general, non-structrual fill areas will be acceptable if located outside of the "zone of influence" of proposed structures: e.g. rear yard fills at least 15 feet from structures and beneath street areas (deeper than proposed utility lines). 7.0 Engineering Observation Field observations by the soil engineer shall be made during the fill and compaction operations so that he can express his opinion regarding the conformance of the grading with the accepted specifications. 8.0 Seasonal Limits No fill material shall be placed, "spread, or rolled while it is at an unsuitable high moisture content, nor during unfavorable weather conditions. When the work is interrupted by heavy rains, fill operations shall not be resumed until field tests by the soil engineer indicates that the moisture content and density of fill area as previously specified. -COMPACTED FILL ZONE OF LOOSE SURFACE SOIL EXISTING GROUND SURFACE 3-FT MIN. HORIZONTAL BENCHES INTO FIRM GROUND TOE KEY- WIDTH TO BE DETERMINED BY SOIL ENGINEER, BUT NOT LESS THAN 10 FEET NOTES: 1) FILLS TO BE KEYED AND BENCHED AS SHOWN INTO EXISTING GROUND WHERE THE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO I VERTICAL. 2) FINISHED FILL SLOPE INCLINATION TO BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL. TOE KEY - 2 FT MIN. INTO FIRM GROUND SCHEMATIC ONLY NOT TO SCALE H L LAND DEVELOPMENT ENGINEERING AND SURVEYING 1535 S. ESCONDIDO BLVD. ESCONDIDO, CALIFORNIA 92025 PHONE: (619) 741-0533 RECOMMENDATIONS FOR FILLING ON SLOPING GROUND JOB NUMBER DATE CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complted 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) Encmitas Union 101 South Rancho Santa Fe Rd. Encimtas, CA 92924 (619) 9*M»-430tt San Marcos Unified "1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) San Dieguito Union High School 710 Encmitas Boulevard Encinitas, CA 92024 (753-6491) APN-Project Applicant: Project Address: _ RESIDENTIAL. SQ. FT. of living area 3<3QQ number of dwelling units SQ, FT. of covered area COMMERCIAL/INDUSTRIAL SO. FT. AREA Prepared by SQ. FT. of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Other Residential Fee Levied: $ Comm/U>dust Fee Levied •$ ****based on sq. ft. @ sq. ft. @ Schooi Distrrdt Official Date AB 2926 and SB 201 fees are capped atv$2.65per square foot for residential. AB 2926 is capped at .27 per square foot for commercial/industrial. SAN MARCOS UNIFIED SCHOOL DISTRJcT / FACILITIES PLANNING , DATE /0/J7/V1} FUND ''7' LOCATION RECEIPT A,on must be signed by the owner (or his representative) of the property to be served The total he pa|d to the Dl3tnct at the time tne application is submitted f MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS' FAILURE TO MAKE SUCH WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT THE SEWER FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED ' A six-month construction period shall be provided and sewer service charges for the balance of the fiscal ihall be collected at the time of application for sewer permits Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes If the six month construction period extends into the subsequent fiscal year, a prorated sewerservice charge for that fiscal year shall be collected on the tax rofl m thesamemanneras property taxes Thefullsewerservice charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes There will be no additional fee or refund if service actually commences on a different date The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision Sewerservice charges shall commence upon close of escrow and will be the responsibility of the buyer ' If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District A DISTRICT INSPECTOR MUST BE ON THE SCENE ATTHE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the mam 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 the applicant's building sewer The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or ^easement) where a connect ion is made to the service lateral and for const ruction, maintenance and connection of the service lateral to the mam line IT MUST BE INSPECTED 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 COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE AT THE TIME OF CONNECTION IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAY BE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN OWNER'S NAMF Stephan & Cassandra Landis MAILING ADDRESS 3064 Camino Lunero PHONE NUMRFR Q?Q-9656 __ Carlsbad. Ca.1 92009 SERVICE ADDRESS ?723 Cazadern Drive . ___ TRACT NAME/NO LCM ff 4 LOT# 735 CONNECTION FEE ; £ __ ASSESSORS PARCEL NO 215-400-12 PRORATED SEWER SERV FEE £ 106.80 TOTAL .< £ 106.80 TYPE/BUILDING SFD #/UNlTS 1 PAID BY a CASH fi CHECK* 236 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated '/i i supple, to 6-3-93 W.V.R.i 13639 Owner Signature Dale Rec'd by Account No 1 Ref 15BS PERMIT!