The URL can be used to link to this page

Home My WebLink About2611 HIGHLAND DR; ; CB920171; PermitBU I L D I N G P E R M I T Permit No: CB920171 04/22/92 09:27 Project No: A9200495 Page 1 of I .. Development No: Job Address: 2611 HIGHLAND DR Str: Fl3,, //t:Q1 01 Permit Type: SINGLE FAMILY DWLNG - DETACHED C-F'RMT 148 00 Parcel No: t Ito bOO Valuation: 2581-622 (J f35t4Lf Construction Type: VN Occupancy Group: •R3/M1 - Class Code: Status: ISSUED. Description: 3152 SF + 666 GAR + 657 SF Applied: 02/18/92 DECK.AND 100 SF PATIO Apr/Issue: 04/22/92 Validated By: DC Appl/Ownr : TELL, DARRYL 619 729-9078 1700 BUENA VISTA 'JAY - CARLSBAD, CA 9200 Fees Required */ & Creits Fees: --.--14-- 14, 9. 0 Adjustments: / ç.00 To1\edi.t's: .00 Total Fees: 14,1S..9$00 Tool Pa): 741.00 ' Ba1ane\De: 13,458.00 Fee description T Ext fee Data Buildirig Permit 1196.00 -Pla Check 777.00 Strorig Motion Fee' 26.00 'Enter Number,of ED 's 2200.00,' --------------- C 408. 00 BUILDING TOTAL ,.F 1952 14: 00 Enter Y for Plumbing su F e 7.50 Y Each Plumbing Fixture or , ap.U/>,5 0 •8 2.50 45.00 : Each Building Sewer 6.50 6.50 Each Water Heater and/or Vent 1 2.50 2.50 Gas Piping System • > - . 1 2.50 2.50 Each Vacuum Breaker . > 2 2.50 5.00 * PLUMBING TOTAL 69.00. Enter 9 Y11 for Electric -Issue Fee > * 10.00-Y • Single .Phase Per AMP > 200 .25 50.O * ELECTRICAL TOTAL • . . 60.00 Enter 'Y' for Mechanical Issue Fee> 15.00 Y------ Install Furn/Ducts . >• 1 9.00 9.00' Each Install/Reloc Appliance Vnt > 4 4.50 18.00 Each Hdod/Fireplace > 1 • 6.50 6.50 * MECHANICAL TOTAL • • ; 49.00- 4 - - • t J. - CITY OF CARLSBAD - - 2075 LasPalmas Dr., Carlsbad, CA 92009 S - • -- - S Vy 4 5 •• . V •V - V5 - S 'I S S -. • - 5 V -SEWER PERM1T4 ;04/22/92 09 29 Permit No SE920016 Page 1 of I Bldg PlartCk# Job-Address: 2611 HIGHLAND DR ,,.Permit Type: SEWER.- RESIDENTIAL: . 7332 -04/22/92000101 02 Parcel No C-PRt1T 1610.00 Description: 3152. SF + 6-66 GARAGE Status: APPROVED V. Applied: 03/02/92 -: . • Apr/Issue: 03/16/92 Permitee:. TELL, DARRYL - 619 729-9078 Expired:' 1700 BUENA VISTA WAY Prepared By DC - CARLSBAD, CA 92008 .-. *** Fees Required- F ee ,Coll.ected & Credits Fees 1,6 iq/'0,_4? /o) Adjustments 7 00E\\ TotV.rCred1t 00 Total Fe'e's:' ees 1,,-6t0 0&) Total dyts\ 00 (\ 1,610 00 ~f Fee description / cL 7 /,Inits çJUn t Ext fee Data Enter Niimb6r of U1.1 '5D 1.00, Sewer 'Fee / - --•.,. ••---." . 1610.00 • 'Enter' Sewer Ebus a d it J SEWER* 'TOTAL 161000 NIA:, '-': INCORPORATED 5 1952 V ? 4 o - .5 ' •VV• . •_ • V •. V. 4" - • •• .V V -V V I S • V -. • •' . . - V V •V • VV • • V. S S V •j t• - V. • • V V V , V j V V - !V • 4 CITY OF CARLSBAD - 5 . • - V V V • 2075 Las Pa1mâsDr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION - S City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 .• 1. PERMIT IYPE A - 13Commercial UNew Building UTenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement C - 0 Residential 0 Apartment a Condo VSingle Family Dwelling 0 Addition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool a Spa 0 Retaining Wall 0 Solar 0 Other__________ PROJECT INFORMATION PLAN CHECK NO. . * EST. VAL PLAN CK DEPOSIT — VALID. BY . /) e DATE . A OçQ1 01. 02 C-PR'MT 74100 e.e_1cj FOR OFFICE USE ONLY' * tiuiioing or suite No. Nearest Cross Street LEGAL DESCRIPTION Lot No. SuDaivision Name/Number Unit No. Phase No. - 4J '1LJl o — '"nergy Calcs 6r2Structural Calcs &' Soils Report 0 1 Addressed Envelope ASSESSOR'S PARCEL i5Y, -I/o - go DESCRIPTION OF WORK 4... ø?t..r PROPOSED USE l SQ. FT. # OF STORIES lAUI PS(JN (it different from applicant) NAME ?4i ADDRESS ci1,e,Ui,4A -. CITY L11 t1L'. STATE 1!14 ZIP CODE DAY TELEPHONE 47>4 c z. —7s CITY STATE ZIP CODE DAY TELEPHONE PROPERIY OWt4ER NAME 1E, 4t$It.' 1t-L— ADDRESS C: t'S CITY ?L' 47) STATE CA- ZIP CODE 4r:.7p ) DAY TELEPHONE LUNTRACIOR NAME ADDRESS CITY STATE UC. # LICENSE CLASS CITY BUSINESS 11C. # ,4-&or7 ADDRESS 71)/iJJv CITY STATE ('4 ZIP CODE g 5 57 DAY TELEPHONE '1,4 57,STATE UC. # I. WOl(1(EHS CX)MPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate 01 consent to sell-insure issued by the Director of Industrial - 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 Certiticate or Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BLJIUJER DELAIA11ON Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: V T 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.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ', Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to thi 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 the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE' - ' ' DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYEs 13 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? OYES . ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? - ayEs 0 N IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCX1JPANCY 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 THE AIR POLLUTION CONTROL DISTIUCF. Y. WNSTRUCIIUN LENDENG AGENCY th I hereby affirm that ere is a construction lending agency [or the performance 01 the work for which this permit is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION - I certify that 1 have read the application and state that the es above information is correct. I agree to comply with all City ordinanc and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE ID SAVE INDEMNiFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACXRUE AGAINST SAID CITY IN CONSEQUENCE OF TIlE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5,0' deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code sh011 expire by limitation and become null and void if the building or work authorized 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 suspend d or abandorled at an time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). - DATE: 9 STATE I ZIP CODE DAY TELEPHONE COMMENTS CORR ON JOB CARD & REQUEST TSPB 41 SHEAR OK UNDER DECKS GARAGE SLAB. * OK TO SHEET . BELOW FLR : '•-- : - '' '• CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920171 . FOR 11/05/92 INSPECTOR AREA PD DESCRIPTION:, 3152 SF + 666 GAR + 657 SF PLANCK# CB920171 DECK AND 100 SF PATIO . 0CC GRP TYPE: SFD CONSTR. TYPE VN - JOB ADDRESS:' 2611 HIGHLAND DR STR: FL: STE: APPLICANT: .TELL-, DARRYL PHONE: 619 729-9078 CONTRACTOR: . PHONE: OWNER:4 .. - . / PHONE: REMARKS: NH/MARK J_Z _____ INSPECTO ____________ SPECIAL INSTRUCT:. -/ TOTAL TIME: . :cD LVLDESCRIPTION ACT COMMENTS 19 * 'ST Final Structural - Ph Final Plumbing . 39. EL'Final Electrical 494. MEFinal Mechanical '. . .: . . .. r - •r . - . - - . - *****-INSPECTION HISTORY ***** rDATE.pESCRIpTION. ACT INSP 102992 Final Combo -- . NR PK 101492' Rough Electric : AP PD 091592 Sewer/Water Serviáe AP PD 090292 Interior Lath/Drywall AP -PD 082592. Insulation AP PD * 081792- . Frame/Steel/Bolting/Welding AP PD 081792 Rough/Topout. AP PD 08l792'Rough -Electric AP PD 073192Frame/Steei/Bolting/Welding CO PD 073192 Rough/Tôpout •. CO PD -073192 Rough Electric CO PD 072992 Rough Combo - CO PD '071692, Shear Panels/HP's CO PD 071692 Roof/Reroof CO PD -071492 Shear Panels/HD's - CO PD 661692 Shear Panels/HD's PA PD 061092 Ftg/Foundation/Piers AP PD 060292 -Ftg/Foundation/Piers AP PD -060292g. Shear Panels/HD's AP PD 052992-ShearPanels/HD's AP PD .051892 -'-Fg/Foundation/Pier AP PD -4 :'•• ,,.. r . •. -. ..L •. ..- . . . -•,,.- -_ .. .. . 4 •. _-- Fl AL ILDING INSPECTION DEPT: BUILDING ENflEERING2FIRE PLANNING U/M -WATER PLAN CHECK#: CB9 171 '. DATE: 10/29/92 PERNIT#: CB920171 •' PERMIT TYPE: SFD 'PROJECT NAME: 3152 SF + 666 GAR+ 657 SF • DECK AND 100 SF PATIO ADDRESS: 211HIGHLAND'DR CONTACT PERSON/PHONE#: MH/MARK/434-6104 • ,ISEWER.DIST: CA WATER DIST:- CA • CTED DATE INSPE- BY:;,, INSPECTED: APPROVED DISAPPROVED. - INSPECTED. • DATE • ; . BY: • -'. INSPECTED: • APPROVED DISAPPROVED INSPECTED DATE • -. S BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS:- AC 4~ YAe 2 ,j / .. S -- - '':4 • • - ...-.- ' - - CITY OF CARLSBAD' I INSPECTION REQUEST PERMIT# 'CB920171 - FOR 09/15/92 INSPECTOR AREA PD DESCRIPTION: 3152 SF + 666 GAR + 657, SF PLANCK# CB920171 DECK.AND 100 SF PATIO , 0CC GRP R3/M1 TYPE: SFD - CONSTR. TYPE VN JOB ADDRESS: .2611 •HIGHLAND'DR STR FL: STE: APPLICANT: TELL, DARRYL . PHONE: 619 729-9078 CONTRACTOR:' , PHONE: OWNER:',. . PHONE: REMARKS:' MH/43476104 . , . INSPECTOR SPECIAL.INSTRUCT: AM IF POSSIBLE . . . . . TOTAL TIME: CD. . LVL 'DESCRIPTION - ACT COMMENTS * -5 -' - 22 PL Sewer/Water Service I I-- ***** INSPECTION HISTORY ***** DATE. ,DESCRIPTION ACT INSP COMMENTS 090292' Interior Lath/Drywall AP PD '.082592 Insulation AP PD ',081792 Frame/Steel/Bolting/Welding AP PD . 081792 Rough/Topout AP PD 081792. Rough Electric - AP PD .0731.92, Frame/Steel/Bolting/Welding CO PD SHEAR OK --073 192. Rough/Topout . CO PD 073192 Rough Electric CO PD .072992 Rough Combo. CO PD - .071692 Shear Panels/HD's . - CO PD -071692;- -Roof/Reroof. . . CO PD 071492Shear.Panels/HD's CO PD 061692'-Shear--Panels/HD's - PA PD UNDER DECKS - 061092 Ftg/Foundátion/Piers - AP PD GARAGE SLAB 060292Ftg/Foündation/Piers AP PD OK TO SHEET 060292 Shear .Panels/HD's - .AP PD .-052992-',Shear Panels/HD's . A? PD BELOW FLR AP PD 1 - * •- '. •; tS.' - . - . - - 4*- •' - -. . - - ,..- .-. 4- •__*-•5 5_ - S - ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 : DATE:; _IO - DRP.L..ICANT JURISDICTION: Ct c C'A []PLAN CHECKER * '--'FILE COPY .:PLAN CHECK NO: SET: _ :UPS fl-DESIGNER PROJECT ADDRESS: \- - 'PROJECT NAME: !necessary' The plans transmitted herewith have been corrected where and substantially comply with the jurisdiction's . building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected 'and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plansare submitted for recheck. The applicant's copy of the check list is' enclosed for the I jurisdiction to return to the applicant'contact person. .- The applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that - plan .check has been completed. Esgil, staff did advise applicant that the plan chck has been completed... Person contacted:________________________ Date contacted:________________ Telephone " 'UREMARKS::\ y& z 5 .,-' ;.- A • 'ay:' Enclosures: p ESGIL CORPORATION 'GA :CM • - __________________ I - - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - SAN DIEGO, CA 92123 (619)560-1468 DATE RISDICTI JURISDICTION: CARLSBAD / jPLAN OFILE COPY PLAN CHECKNO: (o -i SET: () []UPS ÜDESIGNER '- PROJECT ADDRESS 4b 11 -\4U \o& .PROJECT NAME: Q.Q The pl'ans transmitted herewith have been. correctedwhere - necessary and substantially comply with the jurisdiction's ' .. building codes. The p1ans transmitted herewith will substantially comply with the jurisdiction's-building codes when minor deficien- - cie identified are resolved nd checkedby building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. sm 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 ofthe check list is enclosed for the -.. ., jurisdiction to return to the applicant contact person.. ap plicant's pplicant's copy of the check list has been sent to Mk Lc iS NEW CuTs Esgil staff did not advise the applicant contact person that plan check has been completed. - jEsgil, staff did advise applicant that the plan check has - - - been completed. Person contacted: • . .• Date contacted: Telephone C] REMARKS - -- .- - S - By. _5'i\ ayJr Enclosures ESGIL CORPORATION . -:DGA•DCM . .,.. C 'I ,.-.- ', -, PLAN N0 Cr577 v\\ (3) JURISDICTION: CITY OF CARLSBAD TO: \ (V :' 2cW&JR '3cjv PThrI ADDRESS: 1cU \c-& FIOR 6a CO. SIORTh T a nEIcr: )\ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances 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: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/l/91) 1988 UMC (eff. l/l/90). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Tospeed up therecheckprocess,noteonthislist (or a copy) _where each correction item has been addressed i.e., plan sheet, specification.etc. Be LL[T(31'CAKL.SBAD sure to enclose the marked up list when you submit SIN.E FAMILY AND DUPLEX IM.LB therevisedplans. , - Date plans received by jurisdiction: " Date plans received by Esgil Corporation: 'Date initial plan check completed: y:__________________ Applicant contact person M:1<.e_\..\_O'(a_Telephone:40 -15735 NOTE: PAGE NUMBK1M ARE NOT IN SEQUENCE AS PAGES HAVDG NO ITEMS NEEDDG COM=ONS WERE -Df-i). List No. 12, Carlsbad Single Family Dwelling.and Duplex With Al-i Supplements. (1988 UBC) - - - - .. f•". - ,-. " PLANS . / l. Show on the title sheet all structures, pools, . I walls, etc. included under this application. i. \,pias ma all 'corrections on the original Any portion of the project shown on the site )'.tracings and submit two new sets of prints, and plan that is not included with the building ' any original plan sets that may have been permit application filed should be clearly .' returned to YOU by the jurisdiction, to: identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, ii/' Clearly show if the lower level is a basement Suite #208, San Diego, California 92123, / or a story, based on the definitions in (619),560-1468. . Sections 403 and 420. Plot the finish grade - - (as defined) on the elevations and dimension Please make all corrections on the original the distance to the floor above, for story / tracings and submit two new sets of prints, determination. and any original plan sets that may have been returned to you.by the jurisdiction, to: ]i2. On the cover sheet of the plans, specify any items requiring special inspection, in a . The jurisdiction's building department. V , . format similar to that shown below or sticky .Indicate on the Title Sheet of the plans, the back. mane of the legal owner and name of person REQUIRED SPECIAL INSPECTIONS responsible' for the preparation of the plans. In addition to the regular inspections, the Section 302(a)7. - following checked items will also require Special Inspection in accordance, with Sec. 306 'All '.,sheets of plans must be signed by the of the Uniform Building Code. person responsible - for their preparation. (California Business and Professions Code). I4 REQ. IF RIARXS CHECKED Plan specifications and calculations shall be SOILS COMPLIANCE .J sigiiid by the California state licensed PRIOR TO engineer or architect responsible for their V FOUNDATION INS?. preparation:, for plans deviating from conventional wood frame construction. Specify STRUCTURAL CONCRETE expiration date of license. (California - OVER 2500 PSI Business and Professions Code). c,L,s . FinriS• "Specify on the Title Shet of the plans the PRESTRESSED STEEL / gross floor area of each 'element of this FIELD WELDING project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). . ' HIGH STRENGTH BOLTS '74 Provide a statement on the Title Sheet of the EXPANSION ANCHORS V / plans that this project shall comply with Title -24 and 1988 UBC, VUrlC and UPC and 1990 NEC. SPECIAL MASONRY . V Subxit fully dimensioned plot plan drawn to SPRAYED ON FIRE location, s..- scale showing size, and use of all PROOFING existing and proposed structures on the lot. Identify property lines and show lot dimensions PILES/CAISSONS and all easements. Show location of all cut or fill slopes. Show finish'floor elevations and DESIGN-SPECIFIED show -elevations of adjacent finish grade. Show drainage; patterns with minimum slopes. OTHER Section 302(d). Indicate distance from property lines to ' FIRE PROIXTIOM / proposed building. Section 302(d). / Exterior walls closer than 3 feet to property . • / lines shall be one-hour rated construction and have no openings. Table S-A. 4, '-'V . •., •. . . .. -.5 -. .- - - •V - V.- 7/9/91 - • • V V 2 - . - V •'V ' - V S Openable window area in habitable rooms-mist be 1/20 of the floor area and a minimum of 5 square feet. In bathroom p laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). €1Z. 24. At least 1/2 of the common wall must be open and have an opening not less than 25 s. it. nor one tenth of the floor area of the interior room if light and ventilation is ng bei supplied from an adjacant_ room. TSection 1205 (a). i-e Pe c awt,(&aZT b . '-r ® 'c4-. -fe ' 3S. Requirea Windows snail not open into a roofera 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). (D26 Provide mechanical ventilation capable of providing live air changes per hour in bathroorns, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). 27. Note that the discharge point for exhaust air will be at least 5 feet from any mechanical ventilating intake. Section 1205(c). (D28Ductless fans cannot be used in bathrooms if a tub or shower is'present. Section 1205(c). S. No habitable room, other than a kitchen, shall / be less than P0" in any dimension. Section 1207 (c). 39'. Show that ceiling height for habitable rooms I is a minimum of 716". Section 1207 (a). 3l'. Show ceiling height for laundry rooms, / hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 32. Dimension on the plans the 30" clear width. 1r water closet compartments- and 24" clearance in front of water closet. Section 511 (a). e5T[7 r,-, ______________ ('33)Glazing, in the same wall plane as a door. r • must be safety glazing if within 12" of the 2. Habitable rooms, other than kitchens, shall and less than 60" above the walking I contain at least 70 square feet of floor area, surface, unless the glazing is leaded or. . At least one room shall have not less than 120 faceted glass. Section 5406 (d) 6. square feet of floor area. Section 1207 (b). *vt vv ___________ ( •• a 34. Glazing inhower and tibThiieT6res shall be 22.) Window area must be at least 1/10 of the floor tempered, laminated or approved plastic / area and a minimum of 10 square feet per (including windows within 5 feet of tub or Section 1205 (a). Appears to be deficient in shower floor). Section 5406 Cd) 5. 4aiITi.bkr Svcs ____________________ -i.. z,1s LI - 10/2/91 -• • 3 -i-' closer than 3 feet to a property /'_Exterior"walls line shall have 30 inch parapets when the floor are.a. per floor exceeds 1,000 square feet. ction 1709. .]/. Prjections,including eaves, may not extend I more than 12 inches into the 3 foot setback 4from the property line. Section 1710. 1j:-Eaves over required windows shall be not less lcl.than 30 inches from the side and rear property - lines. Section 504. 0. Plastic skylights shall not be installed within I that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one-'hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 6. Show location of permanently wired smoke I detector: a. Centrally located --in corridor or area giving access to sleeping rooms. -b. On each story. c.Z In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e;. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 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 - 34 When the valuation of a room addition or repair I exceeds $1,000, or when sleeping rooms are ,,..-,created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. >I I : jjj I :l of 1 9 411 S1eepin rooms shall have a window or exterior .7 'door for emergency exit. Sill height shall not exceed 44" -above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum-openable height 24". Section 1204. 3/. Basements in dwelling units shall comly with - " the above (even if not designated as sleeping rooms). Section 1204. 3/-: Walls and floors separating units in a duplex I shall be of one-hour fire-resistive construction. Provide details- of the assemblies. Section 1202(b). 3 ,. A mezzanine is an intermediate floor and may / not have a floor-area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long -side open' to the room below except for posts and protective walls or railings not exceeding .42" in-height. Section 1716. 3y' The loft you show does not comply as mezzanine floor and is, by Uniform Building -- Code definition, a story. Section 1716. .Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in ..> Chapter 12 of Title 24. r-- - _X[TS, SIA]JAYS. AND 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, and shall be capable of opening at least90 degrees. Section 3304 (f). 4/. Provide 36" high protective railing for / ' porches, balconies, and open sides of stair landings. Openings between railings shall' be - less than 611. Section 1711. - 44. 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. - , 93306 Provide stairway and landing details. Section (b), (c) and (p). Maximum rise is 7" and minimum run is 1 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 61 -811. () Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 34" to 38" above the nosing of treads. ' The handgrip portion of handrail shall be not less than 1 1/211, nor more than 2" in cross-sectional dimension. A. Every stairway landing shall have a dimension, / measured in the direction of travel, at least ' equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). A8. An interior door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor - level. Section 3304 (i). 49. Provide details of winding stairway complying with Section 3306 (d): - a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. C. Minimum width is 36 inches. ,--.'-'--; -. -•- '. '-• - .'- .-.. • "1 'Provide spiral stairway details, per Section ( 62.Provide skylight details to show compliance 3306 (f): with Sections 3401 and 5207 or rovdq I.C.B.0 approval number. (4'( &I a.- Minim.m run is 7 1/2 inches measured at a ,/\ 1L S''v J" - point 12 inches from where the treads are Plastic skylights must be separated from each the narrowest. other byat least 4 feet. Section 5207 (a) 6. -. rise ii 9 1/2 inches. Maximum Show attic ventilation. Minimum vent area is clear opening between risers is 6 inches. 1/150 of attic area or 1/300 of attic area if at least 50 of the required vent is at least c. Minimum headroom is 6 feet 8 inches 3 feet above eave vents or- cornice vents. - Show required area and area provided. ,d. The tread must provide a clear walking Section izo ic)._ . A - - - area measuring at least 26 inches from the ' i' V i - - outer edge of the supporting column to the MASONRY inner edge of the handrail. - Provide fireplace construction details or note 5 Spiral stairways may not be used for required / construction to be per attached fireplace ( - .exits when the area served is greater than 400 standard drawing. Chapter 37. sq. ft. Section 3306 (f). / / - - • Provide I.C.B.0. Research Report and number for p62. 66. I Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, metal stairway,, or submit plans and - comply with Section 3006 (d)l and Section -2515 .calcu1ations and approved fabricator registered (a). Show ties and 9 wire in horizontal - with the building department or note that the - joints. - - - stairway -fabrication plans shall be submitted - - to and approved by the building official prior 67. Show height and construction details of all : to installation. . ' masonry walls. Chapter 24. -Exterior stairways shall not project into the 3 - . Show floor. and roof connections to masonry 7.... foot setback from the-property lines. Section walls. Connection shall resist 200 pounds per . 3306 (n). .. lineal foot or the actual design load, - - - - whichever is greater. Cross grain tension or 54.. The walls and soffits of the enclosed usable bending in wood ledgers is not permitted. - space under interior stairs shall be protected - Section 2310. --on the enclosed side as required for one-hour fire-,resiEve construction. Section 3306 (m). f9. Show a minimum 2" air space and flashing £yilry - 5'.. Withifi units, show that corridors have a I between planter and building walls. Section 2516 (c) 7. / minimum width of 36 inches. Section 3305 (b). - - - GARAGE AND CARPORTS - - ROOFING - (D70 Garage requires one-hour fire protection on 5. - Specify roof slope. - the garage side of walls and ceiling coon to - Roof slope is •not for . the dwelling. Table 5-B, Section 503 (d). sy. adequate roof type ,ot4\c, ecj I - specified. Table 32-B,C,D and E. 7. i 11 elements suportin fioor aDove garage, - - / including walls supporting floor joists, must 'Specify roof material and application. Chapter have one-hour fire-resistive protection on the -I, T 32. - - garage side. Section 503 (b) Specify I.C.B.O. or U.L. approval number for / roof materials not covered in U.B.C., e.g., 4. 1. Show 1 '3/811 solid core self-closing door--for openings between and dwelling. Section garage /--•- tile, etc. Section 107. 503 (d). 6.. Specify minimum 1/4 inch per foot roof slope 7A. Garages are not permitted to open into a room I for drainage or design to support accumulated used for sleeping purposes. Section 1104. , water. -Section 3207 (a) and Section 2305 (f). - 6 Show roof dra1ns and overflows. Section 3207. - ,. 1,• --- - • 12/18/90 - ''I, •'' . - 4 -' I is - -.' 74/ An ,occupancy separation is not required between ( and residence, provided the carport is 8,2< The soils engineer recoended that he/she review the foundation excavations. Note on carport . open on -two or more sides and has no enclosed / the foundation plan that "Prior to the uses above. Section 503 (a) Exception 3. - contractor requesting a Building Department - foundation inspection, the soils engineer - - Show garage framing sections, size of header - shall advise the building official in writing ' /• over garage opening, lateral cross bracing at that: plate line, method bracing garage front and holddowns if required. chapter 23. - The building pad was prepared in accordance with the soils report, -NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. The utility trenches have been properly - - backfilled and compacted, and - - - 7k.-- Dors may open into - the garage only if the I floor or landing in the garage is not more than 3. The foundation excavations comply with - àne inch lower than the door threshold, the intent of the soils report". 'Section 3304 (i). - - / - Show height of all foundation walls. Chapter -.7/. Provide an 18" raised platform for any FAU, ,$3. 23. I ,water heater, or - other device in the garage which may generate a flame or spark. UNC /4. Show height of retained earth on all Section 508, UPC Section 1310 (a). foundation walls. chapter 23. -.FOUNDATION REDUIREMENTS If cut - or fill slopes exist, show-distance of / -. ' foundation to edge of cut or fill slopes and 7ft. Per soils , report, note on the plan the soils show steepness and heights of cuts and fills. classification, whether or not the soil is Chapter 29. - ,,expansive and note the allowable bearing value. - Sction 2905 (c). - ; ' 86.1 / Note on plans -that wood shall be 6" minimum above finish grade. Section 2907 (a). -79. The foundation plan does not comply with the - - soils report recommendations for this project. 87/. Note on plans that surface water will drain 'Please review the report and modify design, / away from building and show drainage pattern notes and detajls as required to show I and key elevations. Section 2905 (f). compliance:_.,. Sf4 6 3 - , - ' - -. -" - - 6. Dimension foundation per U.B.C. Table 29A: - - - ° - .€ '-s-,' ( - / /Floors j • ' Footing - ). Provide notes on the foundation plan listing Supported* Stexnwall Width Depth Thickness / the soils -report recommendation for - '.foundations, slab and building pad preparation. 1 6" 12" 12" 6" - - . 2 8" 15" 18" 7" - l. Provide -a letter from the soils engineer 3 10" 18" 24" 8" - confirming that the foundation plan, grading - -' •. - - plan and specifications have been reviewed and *Foundations may support a roof in addition to the that it has been determined that the floors. Where only a roof is supported, use recommendations in the soils report are foundation for one floor. properly incorporated into the construction / documents (when required by the soil report). 8'. Show foundation sills to be pressure treated, - - - • - .. or equal. Section 2516 (c) 3. 91 Show foundation bolt size and spacing Section 2907 (f). .-' • - - - - , 9L. Specify size, I.C.B.O. number and manufacturer - -. •, • • / of power driven pins. Show edge and end / distances and spacing Section 302 (d) -' . ._•: _4 -•- -H - - - -• * - *2,13/9O - - - - - - -' -' - - 6 - •I- - --: • - '. •--. --,-- - --. -•- - ' - '•: • -S -S - If required, show.size, embedment and location 19k. Show rafter ties. Rafter ties shall be spaced Of hold down anchors on foundation plan. not more than 4 feet on center and be just Section 302.(d). - above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 ;3. hf hold downs are, required, note on plan that (h) 4. ,,/hold down anchors must be tied in place prior / -. to foundation inspection. Section 305 (e) 1. 10,6. Show rafter purlin braces to be not less than 65 degrees to the horizontal. Show adequate footings under all bearing walls Section 2517 (h) 5. and shear walls. Section 2907 (b). 19'7. Show double top plate with minimum 48" lap 9( Show on the plans stepped footings for slopes / splice. Section 2517 (g) 2. / steeper than 1:10. Section 2907 (c). ' !' l0. Show nailing will be in compliance with Table Show minimum 18" clearance from grade to bottom 11'of floor joists and minimum 12" clearance to / 25-Q. - bottom of girders. Section 2516 (c) 2. 19. Show or note fire stops at the following / .• , -. ' I locations per Section 2516 (f): Show •pier size, spacing and depth into undisturbed soil. Table 29A. In concealed spaces of stud walls and partitions, including furred spaces, at 98. Show minimum underfloor. access of 18" x 24". the ceiling and floor levels and at 10 ,2 Section 2516 (c). Aae 3cE()'_ foot intervals along the length of the Show minimum underfloor ventilation equal to 1 wall; ft. for each 150. sq. ft. of underfloor At all interconnections between concealed area. Openings shall be as close to corners as vertical and horizontal spaces such as - practicable and shall provide cross ventilation occur at soffits, drop ceilings and cove on at least two approximately opposite sides, ceilings; Section 2516 (c) 6. ' • - C. In concealed spaces between stair FRANThG stringers at the top and bottom of the - run and between studs along and inline "Show wall bracing. Every exterior wood stud with the run of stairs if the walls under, 1' wall and main cross-stud partition shall be the stairs are unfinished; and braced at each end at least every 25 feet of • - length with lx 4 diagonal let-in braces or d. In openings around vents, pipes, ducts, equivalent. Section 2517 (g) 3, Table 25-V. chimneys, fireplaces and similar openings -.1 - which afford a passage for fire at 1. In 2-story buildings, shear panels at the first ceiling and floor levels, with least t story (at 48 inches in -width) shall be - noncombustible materials. located at each end or as near thereto as - possible and comprise at least 25 percent of l],d. In duplexes, draft stops shall be provided in the linear length of the wall, or provide / floor-ceiling assemblies and attics in line design. Section 2517(g)3, Table 25-V. - with walls separating units and separating units from coon areas. 102/i Note cross -bridging or blocking. Floor joists /• and rafters '1211 or more in depth shall be / 11,1. Show stud size and spacing. Maximum allowable supported laterally 'by bridging at intervals I stud heights: Bearing wall: 2 x4 and 2 x 6 - not exceeding 8 feet, unless both edges are max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 held inline. Sec. 2506 (h), 2517 -(d) 6. max. 201 . Table 25-R-3. lg. Show blocking at ends and at supports of floor 114. Studs supporting two floors, a roof and I joists, rafters and trusses at exterior walls. I ceiling must be 3 x 4 or 2 x 6 at 16" o.c. - Section 2517 (d) 3, 2517 (h) 6. - - Table 25-R-3. 1 partitions, perpendicular to joists, • -,-'Bearing C13.,Note on A.I.T.C. Certificate of Compliance for --shall not be offset from supporting girders,glued laminated wood members shall be given to ,- beams, walls or partitions, more than the depth the building inspector prior to installation. of the joist. Section 2517 (d) 5. Section 2505. - / -- .-' • - 7 - '• -7/6/91, ,. ' - , / ' Detail all', post-to-beam and post-to-footing ( FCoflnectjOn 'and the detail to the reference I 1. / Columns and posts located on concrete or floors decks to the masonry or exposed weather plan. Section 2516 (m). or to water splash or in basements and which / . ' support permanent structures shall be 1/5. Detail shear transfer, connections, including supported by concrete piers or metal pedestals - roof and floor diaphragms,' to shear walls, projecting above floors unless approved wood Section 2513. of natural resistance to decay or treated wood 16. Speéify nail size' and spacing for all shear is used. Section 2516 (c) 4. walls, floor' and roof diaphragms. Indicate 127. Individual concrete or masonry piers shall required blocking. Maintain maximum diaphragm project at least JLinches above exposed around- dimension ratios. [Tables 25 I, .J, K and unless the column or posts which they support Section-4714 (d)].' are of approved wood of natural resistance to decay or treated wood is used. 117. Provide truss details and truss calculations ' Section 2516 (c) 4. 1'cT ZJ7 for this project. Specify truss identification / nuxnberson the plans. )i l. Show location of attic access with minimum size 22" x 30". Section 3205. 1L8. Show 1/2" minimum clearance between top plate / 7 of interior partitions and bottom chord of l2ø'. Show draft separation for attic areas between trusses.. (To, ensure loading will be as / units in a duplex. Section 2516 (f). designed). ' Specify plywood and/or particle board l]9. Provide roof framing plan and floor framing / thickness, grade and panel identification / plan.- Section 302 (d). , index. Table 25-S. l20.Prbvide framing sections through 13 . Wh en roof pitch is less than 3:12, design beam. Section ridge as a 2517 (h). 61411 If foundation cripple wall studs are less than high, framing sl11 be solid blocking, or Sectiori 302 (d).. -'- sheathed with plywoo'd. Section 251 (g) 4. 7>e-t-, .1.- i. Specify all header sizes for opening over 4' , l). '-1/'Dt PA'Tk) Cripple wall studs exceeding 4 feet in height /. wide. Section 2517 (g) 5. I shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. V2. Provide calculations for main vertical and Section 2517 (g) 4. horizontal framing members and post footings. Section 302 (b). •, 1-- Show plywood sheathing over exposed eaves, or / other weather exposed areas, is "bonded with ].p. Provide calculations for lateral loads, shear exterior glue." Plywood used for exterior '.1 panels, shear transfer and related. Section wall covering shall be the exterior type. '302 (b). '' Section 2516 (i), 2516(g)3. 1/4. In -Seismic Zones 3 and 4, the allowable shear 14. Detail truss layout for 30" x 30" attic 'wall values for drywall in Table 47-I must be / access, if required for equipment in the attic reduced 50 percent when considering .earthquake and detail 30" x 30" clearance through truss .-)loads.--This does not 'apply to wind loads, webs. Footnote - 1. / ' - l). Ridges, hips, and valleys shall be at least 15. Show on 'the plans all structural requirements' / one size larger than supported rafters. I developed in the structural calculations. • Section 2517 (h) 3. Section 302 (d). (See comments below or at : end.) . • 1)7. In open beam construction, provide strap ties - • - - I across the beams at the ridge support. - ' -. -' ' • Section 2501 (b). - J--- - - oS T 1.4 -' .fl40 _CJ t'4. ' • A . I I 138. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier l4 Show I.C.B.O. approval number for prefab / fireplace. Show height of chimney above roof to protect the interior wall covering and that per I.C.B.O. approval or Table 37-B. "exterior openings shall be flashed in such a / manner as to make them weatherproof". Section 15. Note on the plans that approved spark . 1707 . arrestors shall be installed on all chimneys. Section 3704(h), Title 24. - ''MECHANICAL (UNIFO4 PQXAN1CAL DE) 15. Note on plan: Gas vents and non-combustible A11 heating, ventilating, and cooling systems and / piping, in walls, passing through three floors appliances shall comply with the Uniform Mechanical or less shall be effectively draft stopped at Code . each floor or'ceiling. 13,$.'Show the size, location and type of all heating UBC, Section 1706 (a) 6. / and cooling appliances or systems. Provide dryer vent to outside. UMC, Section 81903. 14,0. Every dwelling unit, shall be provided with• /.. heating facilities capable,. of maintaining a ilFX]JCAL (NAIIONAL ELXICAL (X)DE) room temperature of 70 degrees F. at 3 feet above,the floor in all habitable rooms. Show All wiring shall comply with the National basis for compliance. UBC, Sec. 1212. Electrical Code. 141'.)'Note on the plans that the FAU closet or alcove 1I. Show on the plan the amperage of the location the must be 12 inches wider than the furnace or / electrical service, the of 'furnaces being installed. UMC Section 704. service panel and the location of any sub- panels. If service is over 200 amps, submit 142. Show minimum 30" deep.., unobstructed working space in front of furnace. Section 505, UMC. single line diagram, panel schedule and load calculations. Furnace shall not be installed in any bedroom, Note on the plans: "Electrical outlets shall Sbe bathroom or in a closet or confined space with installed in accordance with NEC Article • access only through such room unless specified 210-52". as'direct vent appliance, enclosed furnace or - electric heating appliance. , .' 155. Note on the plans: "Lighting outlets Section 704 UMC.- controlled by a wall switch shall be provided . , ' ' 174. Show source of 'combustion air to furnace, per in accordance with NEC Article 210-70". .Chapter 6, UMC. • 156. Note on the plans: "Light fixtures installed' / , in clothes closets will comply with NEC 13(5. Show access to the attic containing equipment Article 410-811. to be minimum 30 inches by 30 inches. The -opening may be 22 inches by 30 inches if the 15/. Note on the plans: "Convenience outlets in equipment can be removed through such opening. / bathrooms, kitchen counter top(s) within 6 Section 708 UMC. -- feet of the kitchen sink, outdoors, and in ' garages and basements (other than for laundry Note that passageway to the attic furnace shall and similar equipment) shall be GFI be unobstructed and have continuous solid protected." NEC, Art. 210-8. flooring not less than 24 inches wide, not more / than 20 feet' in length through the attic. 15ft. Note electrical system ground to be provided Section 708 UMC. / per NEC, Art. 250-80(a), 81(c). Show permanent electrical outlet and lighting FLUMBP (UNIF)1( PUJNBIW CODE) fixture controlled by a switch for furnace / - located in attic or underfloor space. Section 19. Show water heater size, type and location on - ,708 & 709 UMC.,,. •. ' , / plans. UPC, Section 1301. 144. . Show details to comply with Section 709 for ' furnace under the floor, or Section,, 710 for .. roof or outside furnace. - ,',\••._ •• /iô.-7 P-c)1 a/( fr JS'7 D1 .,,' -' '.• ..''•-• •, . - 10/2/91 '-- . . • 9 '• , 4 -' - :.- - - -16 Show source for providing combustion air to /. fuel burning water heater. If wall openings in . an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. 167'. Fuel combustion water heater shall not be - / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. l Provide adequate barrier to protect water / heater from vehicle damage. An 18" platform for the water heater does not satisfy this ; requirement. UPC, Section1310. 0163.Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 164. Show that water heater is adequately braced to - resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). - 1."'Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). l( Provide clothes washer hook-up for each unit. / Title 24, Part 3 - NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and I floor/ceiling assemblies to achieve a Sound - Transmission Class (SIC) rating in walls of 50 -- - ' decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. -Title 24. Yl6 Show how penetrations of assemblies for piping, / electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or - exhaust ducts shall be sealed, lined, or insulated -. to maintain required sound transmission rating. Title 24. l4. Provide insulation in walls, and ceiling to - - / achieve SIC of 50 between garage and living area if garage use is not controlled by resident.. Title 24. FY CONSERVATION - Provide plans, calculations and worksheets to show compliance with current energy standards. iA. The regulations require a properly completed / and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of , the approved energy design. 17~ All energy items shown on the plans must be in / agreement with the information shown on the properly completed Form CF-1R. i$. Specify on - the building plans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 4. Show the make, model and efficiency of the / space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. l7. For room additions, show that the glazing area / of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing , removed or relocated due to the addition. Provide fluorescent general lighting in / kitchen(s) per CAC, Title 24, 2-5352(3). CARLSBAD S.F.D. & rJPL -suPPL(r - Energy conservation design should be for Zone ijl. 7. 17. Floor drains must have auto-prime (city / policy). l/. 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 must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Sto Note "two 3/4" copper pipes must be installed 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). _4 0~8 , ~All piping for present or future solar water 191. Only tank-type water closets that use an heating must be insulated when in areas that average of 1.6 gallons of water per flush or are not heated or cooled by mechanical means less, and urinals and associated flushometer Al (city policy). valves, that use an average of 1 gallon of - •- • water per flush or less shall be installed in 18,<' Incorporate the waterproofing details, on the new construction. These provisions shall / attached Policy 80-8; where interior living apply to existing buildings only when toilets space. occurs below grade at the masonry are being replaced in existing bathrooms or wall(s). ,, - installed in new bathrooms. 185. Show on the Title Sheet on the plans, the information required by the attached MISCELLANEOUS Developmental Services Sheet 112383. 192. Please see additional corrections, or remarks, . on the following page.' 18,(. All new residential buildings, .including /.. additions; require a soils report. Please . 193. To speed up the recheck process, note on this / submit two copies. Exeption: If a room list (or a copy) where each correction item addition is' limited to one story and .1000 sq. has been addressed, i.e., plan sheet, note or -ft.: in area, then a soils report is not detail number, calculation page, etc. required. Esgil Corporation will advise the City to, place their soils notice stamp on the Please indicate here if any changes have been Smade plans. . to the plans that are not a result of -. . 14. Heavy timber framing, minimum 6" x 10" beams corrections from this list. If there are other changes, please briefly describe them / sand minimum 8" x 8" post, for the structural and where they are located in the plans. . beam and column supporting the fire separation between the garage and living area above, is Have changes been made to the plans not acceptable if shown on the plans. (city resulting from this correction list? Please policy). - check. I ' All structures require a Class B roof covering, No ____Yes I except room additions. If a room addition covers all of the existing building (2nd story The City of Carlsbad has contracted with Esgil addition), then the above exception doesn't Corporation located at 9320 Chesapeake Drive, Suite apply- . . 208, San Diego, California 92123; telephone number .- -. . 619/560-1468, to perform the plan check for your 18g. City Ordinance 9792 requires two parking project. If you have any questions regarding these I. spaces/unitwith clear area of 20'x20' i.e. no plan check items, please contact__________________ washing machines, etc. Show compliance. 19,d. All chimneys attached to any appliance or I fireplace that burns solid fuel shall be .equipped with an approved spark arrester. The net free area of the spark arrester shall be at Esgil Corporation. If you have any questions not 1essthan four times the net free ara of regarding City Building permit procedures, please - the outlet of the chimney. The spark arrester contact Carter Darnell at the City of Carlsbad, screen shall have heat and corrosion resistance 2075 Las Palmas Dr., telephone 619/438-1161. , equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Thank you. Openings shall, not permit the passage of a spheres having diameter larger than 1/2-inch Enclosures: and shall not block the passage of spheres -,,-. having a diameter of less than 3/8-inch. 1. :_-*-:..'*.•.•.- ---:---. .,••-.• .•. , 2. * c ', - . - . . . • 3. ' • •' - 11/13/91 ;TT .1T . 1 E AVENUE SERVICES 3 . CARLSBAD, CA 92008-1989 'BUILDING DEPARTMENT . . (519) 48-55 itp of Carl5bab ¼. THE INFORMATION LISTED BELOW MUST. BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address .: . Legal Description Assessor's.ParCel Number -.Quantityof 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, Zone Change, . Planned Development, Redevelopment Permit, Specific Plan, Site DevelopmentPlan . PLAN CHECK NUMBER b - éd 112,383 I•_. , . . . . -A-- 4 Xi - ,'•''-''-•' - - - - -' Date* Jurisdiction CARLSBAD Prepaed byi VALUATION _AND _PLAN _CHECK_FEE Ye- [3 Bldg. Dept. s gil PLAN CHECK BUILDING ADDRESS -: APPLICANT/CONTACT /4k PHONE NO. 4-5 -3 BUILDING OCCUPANCY -•//4s DESIGNER PHONE - TYPE OF CONSTRUCTION •. CONTRACTOR PHONE____________ "BUILDING PORTION BUILDING AREA VALUATION I MULTIPLIER VALUE - Air_Conditioninz Commercial - Residential t52 1 @ . Res. or Comm. -Fire Sprinklers T Total Value .9 .-•- ' - •' , ' • •..•. Bui1diri Permit F. $_ - $ -: -. Plan Check Fee $ -$. 7 -71.4a COMMENTS?. . .. SHEET _OF_____ 12/87 / -..- - BUILDING PLANCHECK : ENGINEERING CHECKLIST DATE 2-23R2 ITEM COMPLETE £ 'PLANCHECK NO.(A -2 -E)t'1! ITEM INCOMPLETE NEEDS YOUR ACTION i'2 3 2JL HVHLAKtO O\)1 ITEM SELECTED T D D 52 rh C,112 - L1 C C C PROJECT ID PPN S(I UD "lb 'H H. .H ' Sr:'JALu.''. it724-'L1OS41 'EE E C. C C LEGAL REQUIREMENTS K K K' Site Plan * , Af 1 Provide a fully dimensioned site plan drawn to scale , ', ,Show: north*arrow,.property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. ' 2. Show on site plan:, Finish .floor elevation, pad. elevations, elevations of finish grade adjacent to ' building, existing topographical lines, existing and - proposed slopes, driveway -with percent (%) grade and drainage patterns 'F1 F70 3 Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance E .. No Discretionary approvals were required. •. Project complies with all Engineering Conditions of Approval for Project No. 7. Project does hot comply, with the.. following 'Engineering - Conditions of,Approval for. Project No._______________ Conditions complied with by:Date Field Review . 7 Field review completed No issues raised 8. Field review completed. , The following issues or discrepancies with the site plan were found 110.0 El A. Site lacks adequate public improvements . II II '• Cu(b, .. . . I_.J L_J B. Existing . drainage improvements not shown or in conflict with site plan. C Site is served by overhead power lines" pDOcStMISFORMS\PRM0O1O.DH - . • . . . * REV. 02/27/91 0 0 0 D Grading is requird to access site',,.create pad or provide for ultimate street improvement Si€e ácáesviibMity probléths exist. ProVide onsite . .turnaround or engineered sqiution to problem. ..i -.. . . f—i r -i ri 'I LJ 1_i LJ F Other - . ,. . . - - - • . - * - 1 *: -- . - • . Dedication Reauirements 0 .9 . No dedication required 0 0 0 10 Dedication required Please have a registered Civil Engineer . or 'Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit . with 'a -title repot and the required, processing fee. All easement documents.must be approved and signed by owner(s) • - prior to issuance of Building Permit. The description of. the dedication is as follows Dedication completed, Date By Improvement Reaui.rement LJ L_1 L_J .11. No ptthlic impro . vements required. SPECIAL NOTE: Damaged or defective improvements found adlacent to building site must be repaired to the satisfaction of the City inspector prior to occuPancy. •• 00012. Püblicirnprovements required. This project requies : construction of public improvements pursuant to Section 18.40 of the City Code. * Please have a registered Civil Engineer prepare. appropriate improvement plans and submit for separate planchack, process through the Engineering - Department Improvement plans must be approved, appropriats securities posted and fees paid prior to - issuance of permit. The required. improvements are:______ ,Improvement plans signed, Date:by P:\DOCS\NISPORMS\FRNOOIO.BN . . • • REV. 02/27/91 J rflCl fl9 O 13. improvements are required. Construction of the public improvements, may be deferred in accordance with Section eCLLd 18.40 of the City Code. Please submit a letter requesting deferral. of the required improvements together with a Cb ME,Z1L_ recent title report on the property and the appropriate. ocess[ fë—s we repare the necessary Future -' Improvement Agreement. The Future Improvement Agreement • must be signed, notarized and approved by the city prior to 1 issuance of a Building Permit. •• . . Future Improvement Agreement completed, Date: - . By.:______________________ ..• 13a. Inadequate. information available on site plan to make' a determination on grading requirements. Please provide more • detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, :exP0 ). . V 14. No grading required as..determined by the information' - . provided on the site plan. . E EE 15. Grading Permit required. A separate gradig plan prepared by •a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering . Department. NOTE: The Grading Permit must be issued and grading substantially comolete and found acceptable to the S City Inspector orior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous Permits . . E 16. Right-of-Way Permit not required. - Z' 1.. Right-of-Way Permit required. A separate Right-of-Way '. Permit issued by the Engineering Department is required for the following: * : 1Vfl\1Wu J-ñthm 18'. sewer Sewer Permit is not required. . . 19. Sewer Permit is required. A sewer Permit is required' concurrent with Building Permit issuance. The fee required is noted below in the fees section. 5 20. , Industrial Waste Permit is not required.. P:\00MMISFORNSVOMMON ON REV 02/27/91 V.- 21. Industrial. Waste Permit is requited. Applicant must complete, Industrial Waste Permit Application 'Form and submit for City,approval prior to issuance of a Building Permits Permits must be issued prior to occupancy Industrial Waster Permit accepted - •. Date:By Fees Recruie ' C1 f4/A '27. Park-in-Lieu Fee ' Quadrant:Fee per Unit Total Fees '23. Traffic Impact Fee Fee Per Unit ________________Total Fee 77O ,OO -' 24. Bridge and Thorough fare Fee - Fee Per-Unit: S . ' Total Fee:- 25 . Public Facilities' Fee required. FacilitieS Management Fee Zone I Fee 27 Sewer Fees Permit No. 9166 IM EDU's I xl(iv)- (ltO- Benefit Area.:________________ *Fee: 28. Sewer Lateral.Required , • Fee 29 REMARKS Thiii ac 'Lnwn &i,ud dmzi-+iisz.., APT dJs bV O ThJ O* 1 ( phy-c$ ''5iM k. Lk11d ' '';. • - -• - • -: '• iii ENGINEERING AUTHORIZATION TO I88UI PERXIT BY JI41fIe DATE:_3- 1(o-q2_ - P:\OOCS\M1SFORMS\FRMOO1O.CN REV. 02/27/91 • PLANNING G1ECKLIST Plan Check No '?Z-/-71 Address 06 / I Wi,rni# b Planner*L,IMJ %'#c.4-, Phone 438-1161 ext - APN: • * -t - .* •.. . - -. - s_I - - - N ••- -. - -. • -, -.. - Type of Project and Use Ri,z&..tnrn- oJ&tAJ CO-V3 r Zone l-f-7Z*b Facilities Management Zone I , - • ,- j-:'; I••• Legend r.J -• - - - I - - - U - U U • - - -. - Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified [9i0 0 Environmental Review Required: YES -NO - TYPE - --.-, DATE OF COMPLETION: • - 4 - - -• -'' - - Compliance with conditions of approval? If not, state conditions which require action Conditions bf Rpproval - '60DiscredonaiyActin Required: YES - NO TYPE • APPROVAL'RESO. NO: DATE: PROJECT NO OTHER RELATED CASES: ' Compliance with conditions of approval? If 1not, stat conditibns which require action. Conditions of Approval c~r6c] California Coastal Commission Permit Required: YES NO DATE OF APPROVAL: -- ' San Diego Coast Disict, 31ñCanuno Del Rio North, Suite 200, San Diego, CA 92108-1725 • (619) 521-8036 • - * Compliance with conditions of approval? If not, stateconditions which require action. Conditions of Approval I • 4* MID D.Landscape Plan Require: YES 'NOR , ,.. <c• t See attached submittal requirements for landscape.'plans " Site Plan: . ". /. ("D 0 1,. Provide a fully dimensioned sit lan drawn to scale. Show: North je' -arrow, property lines, easements, existing and proposed structures, streets,. existingstreet .improvements, right-of-way width and / dimensioned setbacks - ' [21 0 0 Show' on Site Plan:' Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 0 ' 'Provide legal description of property. -. 0 Provide assessor's parcel nmber.. . Zoning: 1. Setbacks:' Front: ' Required. ?O' Shown ?/ - mt. Side: Required 7. Z' Shown , Street Side: ' .- Required, ., Shown - , Rear: Required I ( (' Shown if -2. Lot coverage .•' '.'Required'- §hovm' 009 3 Height Required 32 Shown V' 4. Parking: ' ' Spaces Required ,3- Showi 3 - Guest Spaces ReqUired.. --- '- Shown , O 0 0 Additional Comments I -I '•' OK TO ISSUE AND TED APPROVAL INTO COMPUTER '1 DATE 1 ' ' I.- •__,- . .' . PLNCK FRM 156-Il coo)@ .:• :' ... ..i. •/' Lo DR. ' La .Q.HA1 1 I_I AVE) •l .. BLKOLD _t SOUTH __.vssr'_LINE.. MAP532 _--4 - - -. D Qf\ ' . - -r 4 1 yT 8. .3g 7Th 70 -'_'23. SZ_.y,5'7l 20 IZo -Ia :1 IL). '' :1 : - - I, ( A/89°58Z.4 II. '°".PM3597 " . 7B.4 O o3 Z .1 PM14710 . I,,, •- 87 PAR. i T - 64 74 ______ 'O Win .v ' - ----- fTh • R0RJ r . 0 'SS/4 14 2 N8958 PM 16359 -41,90719 PAR. 1 . . . V. *7 04 i PAR 13. I B .., '•-•.: m I \I_,I_..'±± 5Su). W 16 k . 89 - _22... a PAR.2. J "PAR.APMI3S9I 5ofiEP59,2w118.52 S. U) !. 58 PAR. :- PAR3Z.. ?3 PAR. I . . - 0.63 AC . .1100 . PAR.2 . - $5S31W.ISb 120 - PM14710 4 - - . - PM 3597 '32*7 - rs __p 23..52 PM14722 PM 3823 . 5/.75 (JPAR.I 1.83 AC. 4?0I -310 0 80 FLOES 3';•78 PM3823 0 - - 4 78.72 PM ?°° PAR. I co co 135 2Sfl CL g MORNING '9 GLORY L ZC. 31 SEC 31-TIIS-R4W-POR. SE'b(4 OF SW 1/4. -. MAP l719LAGUNA MESA TC1S\POR.TCT.5 - . ROS.64I-,26O832IO,6676,9624 - . - PRELIMINARY GEOTECHNICAL INVESTIGATION Single Family Residence Site: 2619 Highland Drive Carlsbad, CA INDEX . General Information . .3 of 7 Lot Description .............................................3 of 7 NaturalTerrain ..............................................3 of 7 Seismic Activity. 3 of 7 Proposed Construction ......................................4 of 7 Field Investigation & Test Results 5 & 6 of 7 Recommendations 6 & 7 of 7 r APPENDIX Plate Appendix "A" - Location Map 1 Fault Location Map Unified Soil Classification Chart - ç. - . • - Appendix "B" Standard -Specifications for Compacted Filled Ground Homeowners Maintenance Guidelines - -2- -- •••t•,. .-- - PROPERTY DEVELOPMENT ENGINEERS, INC 1859 S ESCONDIDO BLVD, ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 - DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351 February 5, 1992 - Tell residence. . do Mike Lloyd Star Route Box 9 San Luis Rey, CA 92068-1- PRELIMINARY GEOTECHNICAL REPORT ---- ,'Site: 2619 Highland Dr. Carlsbad, CA * - To whom it may concern: Oui' firm has completed a visual and limited underground survey of the native soils at the above referenced site. It is understood that the anticipated development will consist of a , light frame residence The structure is to be of wood frame and concrete slab floor construction, with commensurate soils loading The flag lot slopes mildly to the west and north and has :. .'. -. -.several large "coco" (queen) palms on site. No concentrated -, flows of drainage should be allowed to cross property lines without proper drainage easements The native 'soil is •a light brown. silty fine sand (SM) and is • not detrimentally expansive (Carlsbad Soils per USDA Soil SUrvey).. It- extends -to a- depth of one-to three feet except in. ------ -f-- -natural—swale- areas --where—i-t— can- —extend—f-rom--8' -to -40--in--dept-h------------.-- - --- ----.The-, top soil in new footing-areas-is--loose--in its natural -state--- - - -andshould --be. recompactedto...a 3.depthafter the :to,p.soil layer. is removed to afford acceptable foundation material for the proposed construction Care should be taken to remove all roots and organics within footing impact areas No ground water should be encountered on this. lot The subsoil is cemented sand "SM" Uniform Soil Classification, becoming more dense with depth 'PROPERTY *DEVELOPMENT ENGINEERS INC VEYING TEL. (619) 743-8808 FAX (619) 743-7466 There are no known faults located close to the site (Elsinore fault is approximately 25 miles NE).. (Rose Canyon fault is 14 mi± * SW). It is our opinion that the. site could be subjected to * - moderate to severe ground shaking in the event of a major earthquake along either of these faults, however, the seismic risk at the site is not considered significantly greater than that of the surrounding area. Construction in accordance with the minimum standards of the most recent edition of the Uniform Building Code should minimize potential damage as a result of seismic activity. The proposed construction as shown on the above referenced plan . .. onsists of a cut/fill pad which can be accomplished • * satisfactorily on the site as regards soil adequacy. Footings - -. stepping down slope should be a minimum of 2' deep below original ground. All drainage should be directed away from footings. * -. Foundations should be founded in firm natural non-expansive soil, solid sandstone or properly compacted pervious embankment To minimize the potential for differential settlement, the entire cut portion of areas planned for structures on transition lots should be over-excavated to a minimum depth of 3 feet (31 ) below finish .grade and replaced with compacted fill or transitioned • under the direction of the soils engineer during grading. The * .: soils engineer shall review the footing excavations prior to concrete placement to ensure adequate foundation support All existing utilities should be completely removed and the resulting voids should be properly compacted acceptable fill. - Y TEST AND ANALYSES of the prevailing subgrade soils indicated the following engineering properties: - : - - - Unified-Soil Classification SM - - Maximum Dry Density 125 pcf • Optimum moisture content 9.4 % • • Friction Factor .4 - We recommend that the continuous footings of the structure be' reinforced with at least two #4 bars top and two bottom (total of 4) as minimum reinforcement and that the slabs be reinforced with #3 bars at 24" on center each way and bp placed carefully at mid-slab height on a clean, 4" compacted and moisturized sand blanket (onsite select sand may be used) A vapor barrier of 6 mil visqueen is recommended to be sandwiched in the sand blanket. 1under all indoor slabs. An allowable soil bearing pressure. of 1500 psf may be used for design of footing sizes. Active and passive fluid pressures of 40 (60 for restrained or sloping backfill) and 300 pcf, and a friction factor of .4 should be used for walldésign. A lateral bearing of 300 psf/ft may be used for pole design using flagpole formula (UBC 2907g) . Sol]. weight 133 .- pcf may be assumed for design.purposes. All foundations shall. have a minimum size as determined by Table 29-A of the Uniform Building Code and be at 18" minimum depth Settlement should be Within UBC tolerance providing that good construction practices are followed We emphasize that it is the responsibility of the contractor to ensure' that the proper steel reinforcement be placed at ...........' mid-height in the slab, that the bedding be properly prepared, and that the concrete is properly cared for during placement and curing - ..-----,-.-------.--- While cracking of offëi"efe is guaranteed and minor cracking up to 1/8'Lopening mütbe_ epected on any*, _'p'6 - occurance, it can be minimized if the proper steps are taken Cracking is often aggravated by loose bedding, high water/cement ratio, high concrete temperature at time of placement, small -.. - . - nominal aggregate size, and rapid loss of moisture due-to weather conditions during placement and curing Experience indicates - . 'that use of reinforcement in' slabs will generally reduce the potential for drying and shrinkage cracking but this is just one '. .of many impoitant considerations. All slabs should be placed on a granular, non-expansive, compacted sub-base at least 12" thick. All bedding materials placed prior to pour must also be compacted. Proper steel reinforcement must be blocked to mid-height, with extra steel placed at all re-entrant corners. All subgrade should be thoroughly moisturized prior to casting of concrete. We recommend the use of low slump concrete (not exceeding 4") for all pours. Additives may be necessary for workability. A concrete additive such as "Fiber Mesh", which minimizes shrinkage, can further minimize cracking if used per manufacturers specifications. The contractor should take appropriate curing precautions during and after placement of concrete to minimize cracking of slabs. All slabs should be provided with sawed, troweled or • zip-strip weakened plane joints at 12-15' strategic intervals where random cracks may occur to allow for straight line, "designed" cracks an lieu of random cracks Sawing should be done the same day as the pour and not before it can be accomplished without raveling. Slabs should be sprayed down several times each day for several days during hot dry weather. 'We recommend that a slipsheet "Semco" tale set, "Nobleseal" or equivalent be utilized if crack-sensitive flooring (such as .hardwood f1ooing, marble, ceramic tiles or mexican payers) is planned directly on the concrete slab Cracks under vinyl floors , should be filled with mastic crack sealer. - Patio slabs, driveway slabs or A.C. paving within 5' of lower 'fill, cut or steep native slopes are susceptible to edge settlement and cracking if proper precautions are not made for . lateral support. All auxiliary slab and driveway subgrades .. should be inspected by the Geotechnical Engineer im iatel -'' pp_tQL.p eent --of :surfacing. .Masonr.ywallsshouldhae: designed cracks provided at 20' to 30' intervals during construction. Some settlement of compacted. fill is.. considered normal and should be. anticipated. In our opinion, the total and/or - • • differential settlement expected for the proposed structures is - 'considered to be within tolerable limits, however, unexpected saturation of the fill soils can lead to excessive • differential - settlement. Therefore, it is important to provide proper surface - -drainage andprevent excessive subsurface water intrusion from -6- sources such as over-irrigation, inadequate.drainage, or leakage of subsurface utility pipes. Any grading should be done in accordance with the Grading Ordinance of the County of San Diego, City of Carlsbad, and the attached Standard Specifications for the Placement of Compacted Filled Ground. Special footing design will be recommended if necessary at time -additional grading is completed and footing trenches are excavated. We especially note here that for reasons of economy, we have limited our investigation to the evidence available from visual ;' inspection.of the site, testing -of the surface or near surface soils, and our discussions with you along with review of the available documents. We candidly admit that visual examination will not disclose all information but feel the information is r(. adequate at this stage of design and that final recommendations should be based on actual footing soil conditions after grading .,has been completed. If we have misunderstood your intentions as .-to the extent of this investigation, please notify us immediately in order that we may modify our program of investigation and corresponding fees accordingly. ' The conclusions and recommendations herein have been based on the observations and/or testing as noted as well as our experience. No other warranty, expressed or implied, is made. We will be available upon prior notification for prejob conference and certification testing when the grading work is scheduled, and -at time excavations are made and wall or utility backfill is compacted. . Property Development Engirieers,.Inc. - cESS/o, by John E. Vernon LLJ. No-858 RCE 21121, GE 858 Exp. 9/30/93 S10 KIY - - C 2921 Of G LOCATION MAP - PLATE Ui ,. . v :L 1j 0 ii 0 ••. t / / // . 0 I - . \/ 0 4It._.\\ - L J I 105' / I I rF X 14 zx ir I - - .•-- .00 I .. _ _..--_-•__ -- --- M•i'HH ••4 _ I 4 . •. -• 0 It_ 0 • T..T -_Z.' .... 1' 0:! p9k! •I• •.: / I • 0 •• IYF • • / ,• 1 ,J . / 0•0 0 \. J rT LLJ JQ IL .) \ 0 • .... 0 •• ..............•. LS0 J °7° j ANGELES ' j r \RvERStD,/\ 'i.> )uc ctrr rrr /I 1890 1918 PA t ) - 1923 s 6.3 s -'- S S S LONG 6ACH .-. 0 RA N.G C R I .. •. -C R S LS(NORC ( I. IN00 \__I8:Z '> / 1933 -. 9:0 1954 ROSE F 1968 A * A:T e 9i Co 0NADO — FAULT ZO ¶ U___D C 6 0 u i" 1 3 A 2 4 A Ws ) (I 1OUETE A s Lf L --- --•_-- 5- •. . i -:--::::::--_: -5------ - ) - - - - - :- c., • t :i -. • .- , -•-" •'-'--- ç -- --c: I C.. 7 j -.e ' -c'- '- .'; -. *. (I — *--- S . S . S * 1Q52m 7.7 S - . • 5 1 \ -r---' -" "- ' p'- '-'--'- c.t-io-..-'--.. CO ...4 I psr. - Ih I73iIi - : . r- - • 44 7411. L 4 — 3d by PJ. C-C-- .-4 E------.*. i'•-' .C*.,4 ( (< 4.04 Ec.( CON. IEL FAULT LOCATION MAP PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351 UNIFIED SOIL CLASSIFICATION MAJOR DIVISIONS GROUP TYPICAL NAMES SYMBOl GRAVELS CLEAN GW Well graded g.a,cls 9'a'eI-La4ld flUzkNe$. WIIc at no GRAVELS f iles. GP Poorly graded 9favell at gravel-sand mIIUIC5 little 0' U) cr o MORE THAN HALF (LESS 1H.AN 0 o OF COARSE 5% FINES) no bncs. GRAVEL GM Silly gricIs.g cI-nd-&rlI mi.1uic. non-plastic fines. U) ci FRACTION IS o w o LARGER THAN WITH u. NO. 4 SIEVE FINES GC CLAM gaeIs gra'cI-sand-clay mtufcs, plastic Gnet. < iX _ c < - X> cc SANDS CLEAN SW Well graded Und5 gravelly sarscls 1,11k 01 no MORE THAN HALF SANDS (LESS THAN SP Poorly graded 5and 01 gravelly sands. little no I.rct. *- S OF COARSE 5% FINES) SANDS SM SIty sands. c,d-srIl rn..lvres. n01I-pIalt C fines. - 3 FRACTION IS SMALLER THAN WITH NO. 4 SIEVE FES SC Clayvy landS sand-cI3y rnlureC plastic (met. SILTS AND CLAYS ML lno.ganic irlit and very f4-.c LandS, rock , trlly Of Clycy I;ric sands or cLr -ey ,Its S,Ih I.11ouc 9hl plt.crty. CL claysof low to ,nCdkrTs pIiSliCIy. Q(ICII1' o > , . LIOUIO LIMIT is ci . ctc. S;IIy clays. kin clays. w LA V)• LESS THAN OL Or.c silts i-i or.arc srsy cLyo of ow Plasticity. z z SILTS AND CLAYS MIt '°'9-" '.°'°-' 0' d ton'.eCeO (a'c Sandy of o - sR1 sOIS cli SIC IrIS I CH lnorgsnrc clays of high ptJsIcsy. fat Clays. z LU UQUID LIMIT IS z GREATER THAN OH high Oranc clays of mcd.an to pIasticly.organc IiIi. HIGHLY ORGANIC SOILS [ p Peit And Olhc( highly Orgarsrc soils. GRAIN SIZE U.S. STS.NOARD SERIES SIEVE I- CLEAR SOuARE SIEVE OPENINGS - - 200 40 10 4 3/4 3k 121 RELATIVE DENSITY CONSISTENCY SAND GRAVEL FINE MEDIUM COARSE FINE COARSE SILTS AND CLAYS COBBLES BOULDERS SANDS.GRAVELS AErt NON-PLASTIC SILTS BLOWS/FOOT VERY LOOSE 0 - 4 LOOSE 4 -10 MEDIUM DENSE 10 -30 DENSE - so VERY DENSE MR 50 CLAYS AND PLASTIC SILTS STRENGTH BLOWS/FOOT VERY SOFT 0 - V4 0 - '2 SOFT 1/4 -1,2 2 -4 FIRM 1/2-i 4-8 STIFF 1 -2 8-16 VERY STIFF 2 - 4 16 - 32 HARD OVER 4 OVER 32 I _ Water level at time of excavation or as indicated A Undisturbed driven ring or chunk sample 0 Disturbed bulk sample PROPERTY DEVELOPMENT-ENGINEERS, INC. - ENGINEERING • SOILS TESTING • SURVEYING •• TEL. (619) 743-8808 FAX (619) 743-7466 a• . '. - - • .- - . : 4. -- -- . . • . r -• ,• •-? • ¶ APPENDIX "B" _.-•-- -- • a I - •. • -1 •1 • -• - • • :. rr . • ". •-- .4_. ___-, _____,-.- . •-,- -•••- •---•----•- -----. . -• -•.---•------.--,•--.-• .. ----• - • - ,tt* Li__',' -_.-._ • • - -- ".... -__-•..•.-•••_--• -'- - -•• - • - a - .• . .r • . . • ••._ - .- . - ': ' PROPERTY DEVELOPMENTENGINEERs, INC. 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92O25' JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 - CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 .. . DELBERT C. DANIELS, CHIEF OF MAPPING LS 3351 STANDARD-SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND -. Objective: Obtain filled ground which is uniform and has adequate internal . 5. I strength to support any structures proposed. The method by which. this is obtained is described herein. Preliminary Procedures: 1. Permits, - Owner , shall ascertain the grading permit requirements of the agency whose jurisdiction covers the' ', . •" land'on which the grading is-to be performedand shall be responsible for complying with them. ..2. Water - An adequate water supply shall be provided so that compaction of filled ground will 'not be delayed. Soils Engineer A soils engineer shall •,be retained to provide direction in grading, testing for compaction -and certification that the grading complies with grading : ,,a ordinances and with approved grading plans. Grading 1. Clearing and Grubbing - All natural surface which is to' be, - covered by 'filled ground, excavated or needed' for brow ditches, swales. or other grading appurtenances , shall be - • • ' cleared and grubbed. Trees, shrubs and grass, as well as organic overburden shall be removed, from the area to be graded. Cleared material may be disposed of as approved by the'local controlling agency. No embankment shall consist of trees, shrubs or other organic material. Natural' Ground Preparation - Natural ground shall b .5-. . excavated from beneath embankment areas ,to solid material; [s çthe exact depth as determined by the soils engineer. 'This. material shall be brought to proper moisture content and recompacted to not less than 90% maximum density as - determined by A.S..T.M.. 6-1557-70. H PROPERTY DEVELOPMENT ENGINEERS, INC. ••, ' ' - I - ENGINEERING • SOILS TESTING • SURVEYING TEL. (619) 743-8808 FAX (619) 743-7466 4 Any existing fill which has not been certified must •be removed and recompacted. If. the slope of the existing ground exceeds 1 1 vertical • in 6' horizontal, a bench cut level, 10' wide shall be excavated at the toe of the fill. This will allow 'the embankment to be placed on a horizontal base for, more uniform compaction... • 3. Embankment Placement - Fill mateHal should consist of native or imported material'which has been brought to the optimum moisture 'content. Material to be used for • -• ..embankments may have rocks with diameters greater than 12" providing' they are evenly distributed in the soil mixture . , and are at least 3' below finish grade.. Fill slopés:shall - not consist of, or be founded on, large rocks. Although' rocks may be placed along the outside of the toe of-the • . • -fill slopes. Rock placement in embankments shall be under • direct supervision of the soils'engineer. - Embankment material shall be plácedin layers varying from 6" to 12" deep depending on soil type, and' compacted by suitable compactive effort to a density or not, less than 909 of the maximum density 'as determined by A.S.T.M. D-1557-70. Moisture content and depth of layers shall be' determined by the soil engineer at the time of grading, and -, '- - shall be updated whenever embankment soil types change.' - As the embankment increases in elevation, new' benches- • . shall be cut-into original ground. Benches shall be 'at' -, -least 6' horizontally into natural ground,, be level- and shall occur at intervals to be,determined by the soils -. . •• engineer at the time of grading..- Compaction may be.obtained by the use of any combination • , of equipment which will result in an embankment that is properly compacted, uniform in moisture and properly - - - finished to the line -and grades' shown on' the plans or to those, set -forth in the applicable grading ordinance. -. .4. Additional Grading -' Cut slopes shall- be, cut to the lines and grades as shown on the plans or set forth in the applicable grading. ordinance. Cut slopes shall be protected from erosion by broW- ditches., • :- Brow ditches shall' be either earthen or lined with erosion resistant 'material as shown on the plans' or as recommended by the - - •. .: engineer. • 'p •• .• : . Embankments shall be protected from erosion by placing an earthen berm along the top of slope for the entire perimeter of the fill. 'Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embankment slopes Where eaves are located, less than 5' horizontally from top of .- .-.,fill ill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion All areas of the building pad must be well drained Drainage swales shall have a minimum slope of 1' vertical in 100' horizontal unpaved or 1' vertical in 200' horizontal paved with concrete. Drainage shall. be provided to ensure foundations will r , not be subjected 'to ponded water . 0 - 0• 0•'0•• - - •0 ••0• •" 4- 0 0 4- - • 0 • 0 0 0 • 0 •J 0• 000•000_ *0 - -- 0 - •• 0 • • -- -' "4 0 00 3 - 0 . PROPERTY DEVELOPMENT ENGINEERS, INC 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 DELBERT C. 'DANIELS, CHIEF OF MAPPING, LS 3351 MAINTENANCE GUIDELINES FOR HOME OWNERS Homesi.tes', in general, and hillside lots, in particular, need maintenance to continue to function and retain their value. Many homeowners are unaware of this and allow deterioration of . their property., It is important to familiarize homeowners with sbme' guidelines, for maintenance of their properties and make them aware of the importance of maintenance. Some-governing agencies require hillside property developers to utilize, specific methods of engineering and ' construction to protect those investing in improved lots or constructed homes For example, the developer may be required to grade the property ' n such a manner that rainwater will be drained away from the lot and to plant slopes so that erosion will be minimized. He may also be required to install permanent drains. However, once the, lot is purchased, it is the buyer's responsibility to maintain these safety fatures by observing a prudent ' program of lot care and maintenance. Failure to make regular inspection and maintenance of drainage devices and sloping areas may cause severe financial loss. In addition to his own property damage, he may be subject to civil liability for l damage occuring to neighboring properties as a result of his negligence The following maintenance guidelines are provided for the protection of the homeowner's investment I Surface drainage must be directed away from structural foundations to prevent ponding of storm waters or -;irrigation adjacent to footings. Care should be taken that slopes, terraces, berms (ridges at crown of slopes) and proper lot drainage are not disturbe'd. , Surface' drainage should be conducted from the -, ,...-. . rear' yard to the street through the side yard, or to natural drainage ways within the property boundary. In general, roof and yard runoff should be conducted to either the street or storm drain by'nonerosive devices such' as sidewalks, drainage pipes, ground gutters and driveways. Drainage systems should not be altered without 0 . expert consultation. _1 - - PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING • SOILS TESTING • SURVEYING • TEL. (619) 743-8808 FAX (619) 743-7466 :- • All drains should be kept cleaned and unclogged, including gutters and •downspouts. Terrace,drains or gunite ditches should be kept free -of debris . to.,.al low proper * drainage. During heavy rain periods, performance of the drainage system should be inspected. Problems, such as gullying and ponding, if observed, should be corrected as soon as possible. Any leakage from pools, waterlines, etc. or bypassing of drains should be repaired as soon as'practical. Animal burrows should be eliminated since they may cause diversion of surface runoff, promote accelerated erosion and even trigger shallow soil flowage. Slopes should not be. altered without expert consultation. Whenever an owner plans a significant topographic modification of the lot or slope, a qualified soils engineering consultant should be contacted. - 5. 8. If the owner plans modification of cut or natural slopes within his property , a soil engineering consultant should be consulted Any oversteeping may result in a need for expensive retaining devices Undercutting of a toe-of-slope would reduce the safety factor of the slope . and should not be undertaken without expert consultation. 9 If unusual cracking, settling or earth slippage occurs on ,•, - • the.-property, the owner should consult a qualified soils engineer or an engineering geologist immediately . 1.. '. I:: 1' 10.'The most common causes of slope erosion and shallow slope failures are as follows .1*ft, '.. * ••• .' A Gross Neglect of the care and maintenance of the slopes and drainage devices. * B. Inadequate and/or improper planting. (Barren areas 'should be replanted as soon as Possible.) C. Excessive or insufficient 'irrigation or diversion of runoff over the slope. ................1i Owners should not let conditions on their property create'a problem for their neighbors Cooperation with neighbors - could prevent problems; promote slope stability, adequate ' • drainage, proper maintenance, and also increase ' the - aesthetic attractiveness of the community. • . I.•,, • . -2-- . • - ( t'" ANCE Plan Check No. DEVELOF o oèic ES DIVISION 2075 LA '' .4- , ,. ), CA 92009 S. I 3 '1 5 2 x This form shall be used to dE't' '- : 1 5 8 = /01 fees for a • project and to verify tha.t the project applicant ha -•4•'98O 16 ,ee requirements. No building permits for the projects shall •':;' Cation is signed by the appropriate school district-and returned 'oo 1/lding Department. SCHOOL DISTRICT 55/ '-" Carlsbad .Unifie'd , - San Marcos Unified 801 Pine Avenue -, - '1290 West SanMarais Blvd. -, Carlsbad; CA. 92009' (4314-0610)- ,SanMarcos, CA 92024 (744-4776) _____ 'Enciriitas Unidn ' ' - • San Dieguito Union High School 101 Soüth,Rancho Santa Fe Rd. •. ' 710 Encinitas Boulevard Encinitas CA 920214 (619) 944-4300L Encinitas, CA 92024 (753-6491) Project Applicant APN A1- //' - Project Address d'ii ,4Ld 0C 44e RESIDENTIAL:' SQ. FT. of living area number of dwelling units____________ SQ. FT. of covered area' ' • SQ. FT.' of garage area_____________ COMMERCIAL/INDUSTRIAL: SQ. FT 'AREA' Prepa red by Lg44..d Date -FEE CERTIFICATION ,' S (To be completed by the School District) T)/'Applicanthas complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exemtfrom Government Code 53080, -. Finial Map approval and construction started before September 1, 1986. (other schooFfees paid) Other ' ResidentialFeeLevied: $'90/( based on sq. ft. @ Cothni/lndust Fee Levied: $ based on sq. ft. .@________________ • ' School District Official • TIe ' Date AB, 2926 and SB 201 'fees are capped at $1.58 per square foot for residential: AB 2926 is capped at .26C per square foot for commercial /industrial.. - .. - ' .••.• 5-