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Home My WebLink About2055 CHESTNUT AVE; ; CB901569; PermitDING P E R M I TB U I 12/13/90 15:31 P.rure 1 of 1 Job Address: 2055 CHESTNUT AV Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 205-260-19-00 Valuation: 182,970 Construction Type: VN Occupancy Group: Class Code Description: 2358 SF 2S + 733 SF GARAGE Appl./Ownr : PACKARD, GARTH 2057 CHESTNUT AVENUE CARLSBAD, CA 92008 P e r m it No: project No: Development No: Fl : Ste: 017- ',••;/* -:,'•;:•- .-^./. -! C B 9 0 1 5 6 9 A9001461 Status: ISSUED Applied: 09/26/90 Apr/Issue: 12/13/90 Validated By: DCV 619 471-4371 OWNER : PACKARD, GRATH =, .... : *** Fees Required *** *"-** Fees: 10,428 Adjustments: Total Fees: 10,428 Fee description ,00 . 00 ; .00 Building Permit Plan Check Strong Motion Fee Enter 'Y' to Autocalc P. F.F. : , > Enter 'Y' to Autocale T . I . F . > or manually enter M.F.F, > * BUILDING TOTAL Enter "Y" for Plumbing Issue Fpe > Each Plumbing Fixture or Trap . ;,: > •.<. Each Building Sewer Each Water Heater and/or Gas Piping System Each Vacuum Breaker * PLUMBING TOTAL Enter "Y" for Electric 1 Single Phase Per AMP * ELECTRICAL TOTAL ($10 Enter 'Y' for Mechanical Install Furn/Ducts . V , - .;•>: - ' Vent > ••v- • ! •.«->•• - > ssue Fee > > Minimum) Issue Fee> > Each Install/Reloc Appliance Vent > Each Hood/Fireplace * MECHANICAL TOTAL > Lfcc,, OWNER 613 Fees Collected & Credits jTotal Credits: Total Payments: Balance Due: Units Fee/Unit 171 3 14 1 1::•• "i *"> 20i! 1.If 4 1 . 0 0 .on . 00 .00 .00 . 00 . 0 0 . 00 . 00 . 00 2 . 6 . 2 . 2 . 2 . • 9 . 4 . 6 . 50 50 50 50 t f\50 0 0 50 50 72 . 00 605.00 9,823.00 Ext fee 930. 605 . 13. 6404. 600 . 1713. 10265. 7 . 35 . 6 . . 2 . 5 QJ ~? t 5 . 5 0•-' \J • 0 D . 1 5 . 9 . 18 . 6 . 4- Q^r j , 00 00 00 00" 00 00 00 C f*>50 0 0 cr t \50 5 * ^11 50 00 0 0 00 n nu u 00 0 0 i ! 0 13 0 11 0'J V 1-4371 * * * Data Y Y V Y CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Paltnas Dr., Carlsbad, CA 92009 (ei9) 438-nei 1. PERMIT TYPE _ Q TENANT IMPROVEMENT QTENANT IMPROVEMENTDNEW A - rj COMMERCIAL B - rj INDUSTRIAL c - ^RESIDENTIAL DAPARTMENT QCONDO QSINGLE FAMILY DWELLING DDUPLEX QOEMOLITION DISLOCATION QMOBILE HOME QELECTRICAL DPI-UMSING OMECHANICAL GPOOL QSPA DETAINING WALL QSOLAR GOTHER_ 2. PROJECT INFORMATION PLAN CHECK No.*%>m"•""» i^ff C#£s-r*Su.r Nearest Cross Streets Building or Suite No. EST. VAL PLAN CK DEPOSIT_ VALID. BY DATE &P-3- FOR OFFICE USE ONLY Phase No.LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No. CHECK BELOW IF SUBMITTED: Energy Calcs Structural Calcs 2 Soils Report [~"| 1 Addressed Envelope ASSESSOR'S PARCEL DESCRIPTION OF WORK JI357 BLDG. SQ. FTG. EXISTING USE PROPOSED USE ^$37 it OF STORIES 3. CONTACT PERSO NAME ~>t V4~«t~£s ADDRESS ZIP CODE TELEPHONE 7JL/ " 4. APPLICANT NAME IONTRACTOR AGENT FOR CONTRACTOR ADDRESS DAGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER NAME CITY 1' OWNER STATE ADDRESS ZIP CODE DLESSEE QTENANT DAY TELEPHONE 6. CONTRACTORNAME CITY STATE STATE LIC. # ADDRESS ZIP CODE LICENSE CLASS a DAY TELEPHONE CITY BUSINESS LIC. # SIGNATURE DESIGNER NAME CITY 7. WORKERS'COMPENSATION TITLE ADDRESS STATE ZIP CODE DATE DAY TELEPHONE STATE LIC. # Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-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 tiled with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate of 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. SIGNATURI 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I I 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.). II 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). f~~l 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 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 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 DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DN° Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES GNO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTSOF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances 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 TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and becom or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authori or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). ^ - \. - ome null and void if the building ized by such permit is suspended ^gfoWNER [\t6Nr ^TRACTOR PHONE APPROVED BY; DATE: WHITE: File YELLOW: Applicant PINK: Finance DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECKf : CB901569 PERMIT*: CB901569 PROJECT NAME: 2358 SF 2S + 733 SF GARAGE WATER DATE: 04/22/91 PERMIT TYPE:' SFD ADDRESS: 2055 CHESTNUT AV CONTACT PERSON/ PHONE #: MH SEWER DIST: CA WATER DIST: CA INSPECTED BY: ' DATE INSPECTED: - 2-S- APPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: UTIU11ES& siMaintenance / &L UL \ DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB901569 PERMIT*: CB901569 PROJECT NAME: 2358 SF 2S + 733 SF GARAGE WATER "< DATE: 04/22/91 PERMIT TYPE: SFD ADDRESS: 2055 CHESTNUT AV CONTACT PERSON/PHONE#: MH SEWER DIST: CA WATER DIST: CA INSPECTED BY: DATE INSPECTED: APR. 2 3 1991 APPROVED \ INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Engineering Department (619H38-3367 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB901569 DATE: 04/22/91 PERMIT*: CB901569 PERMIT TYPE: SFD PROJECT NAME: 2358 SF 2S + 733 SF GARAGE ADDRESS: 2055 CHESTNUT AV CONTACT PERSON/ PHONE #: MH <3*irfh "72-1 — A; J '( SEWER DIST: CA WATER DIST: CA INSPECTED y (I DATE BY: ftj ^JA^JM^. _ INSPECTED: T-l APPROVED ~. DISAPPROVED INSPECTED DATE BY: _ INSPECTED: _ APPROVED _ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: •c" PERMIT# CB901569 DESCRIPTION: 2358 SF 2S + 733 TYPE: SFD JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2055 PACKARD, CITY OF CARLSBAD INSPECTION REQUEST FOR 04/24/91 SF GARAGE CHESTNUT GARTH AV PACKARD, GRATH PHONE! PHONE! PHONE: INSPECTOR AREA PD PLANCK* CB901569 OCC GRP CONSTR. TYPE VN STR: FL: STE: 619 471-4371 619 REMARKS: MH/AM PLEASE SPECIAL INSTRUCT: INSPECTO: TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 042291 Final Combo 032591 Const. Service/Agricultural 022191 Interior Lath/Drywall 022191 Exterior Lath/Drywall 021391 Rough Combo 021191 Rough Combo 013191 Final Structural 121890 Ftg/Foundation/Piers 121490 Underground/Under Floor ACT CO AP AP AP CO CO CO AP AP INSP PD PD PD PD PD PD PD PD MP COMMENTS DALLY FIELD ENGINEERING REPQRTDAJJ.Y FIELD ENGINEI-I k<frs^ E^^^ZAHV* (-gj• ^ 7 Project: /VLsj^^f^ G*uP(< location: ^£<T^(S|U^£W"^f dient: ^^LsJ^D (l»£h superintendent: ^hzpfct) • test no. • • • location of test elevation ' job no. date: /l_— fQ - %^7 field eng.: grading contractor: soil type maximum density report no: day: 7T^>0^ hours: /, J dry density m.c. comp req. equipment in use: CT-1-11/88 signed: -4=, ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)5601468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: /4o ?O-fS~6?SET; IDE £orS" /?4C.M/e.£> /QPLAN CHECKER QFILE COPY QupS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified /i £<./*,. 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. j 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: r~T Esgil staff did not advise the applicant contact person that plan check has been completed. jtt Esgil staff did advise applicant that the plan check has ^^ been completed. Person contacted: _ GAK.TH ?Atk~A.t.o Bf Date contacted : REMARKS: (7~) Telephone t TO ( 'Pt/e. c A l\ f TH-i By:___ _ £> ff^ ESGIL CORPORATION DGA DAA',; DRN QDM Enclosures : ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE:12 /7/70 JURISDICTION: PLAN CHECK NO:70-SET: ) APPLICANT JJURISDICTION jPLAN CHECKERQFILE COPY QUPS nDESIGNER PROJECT ADDRESS: PROJECT NAME:PA I—| The plans transmitted herewith have been corrected where I I necessary and substantially comply with the jurisdiction's building codes. i—i The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and D checked by building department.staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The 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: Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS ; Clx Ttt-j Telephone # TH-f Pee-C H> ^n By: pESGIL CORPORATION DGA DAA DRN QDM Enclosures: ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: 1 1 /r/i* SET: ZOS S APPLICANT—,.^ JURISDICTION, BPLAN CHECKER" FILE COPY QUPS HDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The 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: /7L?Xcr CA- Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: || REMARKS: Telephone #_ By:__ f _ESGIL CORPORATION DGA DAA DRN QDM Enclosures: 10/2,5 JURISDICTION:&AO JDate plans received by plan checker:. PLAN CHECK NO.: PROJECT ADDRESS: TO: *70- 156*! Date plan recheck completed:.l/T .By:- RECHECK PLAN CORRECTION SHEET 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 disabled access. The plan check is based on regulations 'enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS ©Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: £J£/C ©To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep—a copy e£—the—prior—correction list,—we—have enclosed—those—pages—containing-fehe-sfatH outstanding corrections. Please contact me if you items . have any questions regarding these 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 on the plans . Have changes been made to the plans not resulting from this correction list? Please check. Yes No /OPT" -S /"g/c r T>o X 6/1C S hht k T c/s ov fr '/e..* c r f *. o i L. S Form No. RPCS. 41290 - At 6 <?0- Z > v s TYI TVf c/goss t- TC, A/i, poe-s <T • *,( w/Ht^ -g-OOTWC /=* (ra T ( V,* s H-<-^.AT 3X AT _L_L ~! T) £- € C tl 6 CXI C L A V .^/ 4 (Vt. ' g A/Tvt-T) twj O4LC5 f-fi.,fJl IA< C i-^o fa I 5 « ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE:IQ/S-/5Q JURISDICTION: CARLSBAD PLAN CHECK NO:,SET: PROJECT ADDRESS: PROJECT NAME: c _ ^ CHECKER [JFILE COPY QUPS nDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction"s-building codes when minor deficien- cies identified 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. p-j The check list transmitted herewith is for your information. ^J The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ,0f.CA O S |^] 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: REMARKS: Telephone By;_ p ESGIL CORPORATION QGA DAA DRN QDM Enclosures FLAN CHECK NO:FOREWORD; PLEASE READ JURISDICTION; CITY OF CARLSBAD TO:6 fVt-7H PAc /c A!?, o ENCLOSURES: PROJECT ADDRESS:7,0 C ff-fel./Aj FLOOR AREA:_ STORIES: HEIGHT: -733 REMARKS: PLAN OOKRBm'XOH CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: 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 2^ and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions 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. To speed up the recheck process, note on this list (or a copy) where each correction iteii has been addressed i.e.. plan sheet, specification., etc. Be sure to enclose the marked up list when you submit the revised plans. Date initial plan check completed: (Ofc Bv; ' P P Applicant contact person: Telephone:. ROTE: PAGE NDHBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) © / 0 FLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make .all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building, department. Indicate on the'Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)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 from conventional wood frame construction. Specify expiration 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 project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. 12.) On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: REQUIRED SPECIAL INSTRUCTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION 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 FIRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 f.Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within 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 31 setback area from the property line. Section 1710. Show location of permanently wired smoke detector: Centrally located in corridor or area giving access to sleeping rooms. Of*J On each story. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. er'. 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 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL REOUJLKmOEKIS 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). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in yt.Openable window 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 minimum is 1.5 sq. ft. Section 1205 (a). At least 1/2 of the common wall must be open and have 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 windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). 27,? Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (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 the 30" clear width for f water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as gla.ss doors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2/12/90 S: Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. . Section 1202(b). 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. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS. STAIRWAYS. AND RATLINGS 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 least 90 degrees. Section 3304 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Oponingc between—railings shall be jpts than.fi". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 45:N Provide stairway and landing details. Section 3306 (b), (c) and (p). af^ 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. Minimun headroom is 6'-8". Minimum width is 36".\A*if- All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways; with 4 or more risers. Handrail shall be 34" to 381'1 above the nosing of treads. The handgrip portion of handreiil shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. ©Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j).•** £ O \ (_ ft^-JD I rJ 6— 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). Provide details .of winding stairway complying with Section 330& (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. 5/10/90 Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with 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). 54.) The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). - $K. yf. (55} Within units, show that corridors have a minimum width of 36_inches. Section 3305 (b). CDIi.fi i-5cv4i A I /-$' ROOFCTG Specify roof slope. 57. Roof slope is not adequate for roof type specified. Table 32-B,C,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 107. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. Provide skylight details _to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided,, Section 3205 (c). HASOHRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of vails and ceiling common to the dwelling. Table 5-B, Section 503 (d). *~£- ft) £ /JTfZ- Y PO/i-C (-i All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. Doors may 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 330^ (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION REQUIRHffiKTS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). Tood 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; S/-hxo /fit- FOQTWQS /W.P S 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 was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". X /* show height of all foundation walls. 23. Show height of foundation walls. retained earth Chapter 23. Chapter on all 85.) If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Provide notes on the foundation plan listing £•'-* the soils report recommendation for foundations, slab and building pad preparation. £XC^VA-7l6'/J cL. d.t CC'/w^/iCTly^ Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (*g3fi required by the soil report). Floors Supported* 1 2 3 Sternwall Width 6" 8" 10" ./ 12" 15" 18" Footine Depth Thickness 6" 7" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation 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). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 X- If required, show size, imbedment 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 walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c)"2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9«.Show minimum underfloor access Section 2516 (c). of 18" x 24". yL 102. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAKtHG Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x. k diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. Note cross, bridging or blocking. Floor joists and rafters 12M 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), 2517 (d) 6. 3. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 1W». ' Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls 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 ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 108^ Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels; and at 10 foot intervals along the length of the wall; b. c. d. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 25-R-3. Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, a roof and or 2 x 6 at 16" o.c. 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. 2/12/90 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). (llSJ Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. ALL S H-* A£- \y&. ' Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. ...,..-. . Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). §. Provide roof framing plan and floor framing plan. Section 302 (d). 120^ Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 12^.Show location of attic access size 22" x 30". Section 3205. with minimum 1^. Show draft separation for attic ar«;as between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch ridge as a beam. is less than 3:12, design Section 2517 (h). _Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 5o~£ A^fAT <V«-«. &£f" 0 V \ijt-i >^./i £ i * 3 ?j:- i-f f-i. .CD £>.=• ''•> •'Vv Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). FP/Z- ALL fv/o/J COA/v/6Aj7< o In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) r~i.<r lAk. 7 If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue.".'' Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 13/C Detail truss layout for 30" x 30" attic / access, if required for equipment in the attic. 13*. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. y.In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFORM MECHAHICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 IM. irf. Show the size, location and type of all heating A and cooling appliances or systems. 139. Show source of combustion air to furnace, per 7 ' Chapter 6, UMC. iw5. Every dwelling unit shall be provided with • heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC; Sec. 1212. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. '.Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room .unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. 145.)Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. \146.jNote that passageway to the attic furnace shall unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. iShow permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. -"~\(149J Note on plan: Gas vents and non-combustiblev— piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 150. Provide dryer vent to outside. UMC, Section1903. ELECTRICAL (RATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. t15iy Show on the plan the amperage electrical service, .the—location td—th of the -an b -pane4-s. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. lift. Show location of all electrical receptacles. r*\u.53) Electrical receptacle locations and/or spacing ^^—' • _ *_ _j_ ^ _ • _ f> ^ ' ^-^ "2 r i £. f T~ , fis not adequate in B. £ '(. L ? F r i 155. ' Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment)' shall be GFI protected. NEC, Art. 210-8,. 3. Note electrical system ground to be provided / per NEC, Art. 250-81. PLOMBING (UNIFORM FLCMBCTG COPEl Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion <iir 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. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 16jEf. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. CI (161-.J Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show 1/19/90 1/5. 166 I Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has,a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up for each unit. Title 24, Part 3. NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and 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. 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. 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. ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R 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. no) All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. . Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". IT/.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. 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, 2-5352l(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Energy conservation design should be for Zone 7. Floor drains policy). must have auto-prime (city 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). 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). (180.) All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). (182) Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 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 will advise the City to place their soils notice stamp on the plans. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). u CT co CA-c.CS Cc)S-C.ClOSf 2/26/90 10 i^L All structures require a Class B roof covering, Enclosures: except room additions. If a room addition covers all of the existing building (2nd story 1. addition), then the above exception doesn't apply. 2. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20" i.e. no washing machines, etc. Show compliance. 3. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or Ik gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. MISCELLANEOUS @Please see additional corrections, or remarks, on the following page. ®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 _with 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 "f FrSCItlfL '"•'. 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. 2/14/90 ~ IT DEVELOPMENTAL A • 11^ • 1200 ELM AVENUE SERVICES CARLSBAD. CA BUILDING DEPARTMENT V)lxr (818) «S-5S23x Citp of THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address -tegal Description Assessor's Parcel Number i Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action oh this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific P.Ian, Site Development Plan PLAN CHECK NUMBER cd 112383 Datei __[£/£/<=> o Jurisdiction CARLSBAD prepared byi f P VALUATION AND PLAN CHECK FEE Q Bldg. Dept, D Esgil PLAN CHECK NO. °!0- BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION PHONE NO. A DESIGNER PHONE. CONTRACTOR PHONE BUILDING PORTION £V ^^ / Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA Z3SS "733 — . - . VALUATION MULTIPLIER -?zoo /5°° '§ @ @ • • VALUE !£<} lit 11 /fV , y / 6^ 170 . Building Permit Fee $. Plan Check Fee $$ 60V COMMENTS: SHEET OF 12/8.7 ^ 2? $ £/>^ (/) 1 S T C H E C K - r - CP EL-Cf •SH*" '1 DATE: HSEP BUILDING PLANCHECK ENGINEERING CHECKLIST PLANCHECK NO.- 2 N 3 2055 C^-F-'S'! HUF R D D A.RNi. ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED C H E C K C PROJECT ID: H E LEGAL REQUIREMENTS C K, Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements,_. existing and pjrAposed structure.?, streets, existing street impro'vem^lts,(fight,-off- ''•"*"" width and dimensio1iM~SBttoarksT"^"'"""~~""~~" *-•—-.• -- Show on site plan: Finish ffoor e'levatTonjs,s, pad elej^ajyjQn-s-^ ejej^a-tJ^s^o/^Ml5h gVade~~acl"jlcerTf f 6"~bu i 1 d i ng«. existing-and proposed slopesii drtveway-, ''dratnage" *^- - - ' 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. QIC. 5. 6. Project complies with all Engineering Conditions of Approval for Project No. . Project does not comply with the followjnig Engineering Conditions of Approval for Project No.M'S8'53' '' Date: (<& CCP Conditions complied with by: Field Review Kl/A 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements y 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an By x 11" plat map and submit with a title report 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 fol 1 ows: ' Dedication completed, Date:.By:. Improvement Requirements 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.lacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. .12. Public improvements required. This project requires 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 plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date:.By:. FRM0010.DH 08/29/89 .13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date I*tb QC.T B.v;AL Grading Requirements .13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposedand existing elevatTonS" and ^ t imatej ; _ojrThegradj ng quantities (cut,fTl'l, import, exportjT *°~-~=^^ u.^u^»Mqi , 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading 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 complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits 16. Right-of-Way Permit not required. V 17. Right-of-Way Permit required. A separate Right-pf-Way Permit issued by the Engineering Department is required for the f ol 1 owi nq: fori \te (. vi« i \r\&' Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 .21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date:. By: Fees Required _22. Park-in-Lieu Fee Quadrant: Fee per Unit: Traffic Impact Fee Fee Per Unit: (=>QC^ Total Fee;faCQ 6 033 Total Fee:. X 23. 24. .25. M/A 26. ft U*_27. Bridge and Thoroughfare Fee Fee per Unit: Total Fee:. Public Facilities Fee required. Facilities Management Fee Zone:.Fee: Sewer Fees Permit No.' Fee:J25CL Sewer Lateral required:. Fee: :!-' - EDU's REMARKS: PARCEL M/*P BE PERMIT CAM 6E. s ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date: FRM0010.DH 08/29/89 Plan Check Planner PLANNING CHECKLIST Address Phone 438-1161 APN: (Name) Type of Project and Use Zone @~"~[ _ Facilities Management Zone J_ Legend D D Item Complete Item Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval (rftrp Discretionary Action Required: YES X NO . APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval L/C Coastal:YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action,, Conditions of Approval Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: sfn n QC Zoning: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. 1. Setbacks: Front: Int. Side: Street Side: Rear: 2. Lot coverage: 3. Height: 4. Parking: Required Required Required Required Required Required Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. DD Have plans been marked up? YES Additional Comments NO OK TO ISSUE DATE c: Data Entry PLNCK.FRM GEORGE P. LOUNSBURY R.C.E.1530 N. ELM STREET r ESCONDIDOCA. 92026 PH. (619)743-6282 PACKARD RESIDENCE725 GRAND AVENUE CARLSBAD CA 92008 (619)72^-4371 SHEET I OF I*? BY JEFF~VILLA~" OCTOBER 11 , 1990 JN 90150 STRUCTURAL CALCULATIONS GENERAL- NOTES THE SIZES SHOWN ON THESE CALCULATION SHEETS ARE MINIMUM SIZES BASED ON STRENGTH REQUIREMENTS, AND THEREFOR MAY BE SMALLER THAN THOSE CHOSEN TO SATISFY ARCHITECTURAL REQUIREMENTS. ACCORDINGLY THE ARCHITECTURAL DRAWINGS AND NOT THESE CALCULATIONS SHEETS SHALL GOVERN IF SIZES GIVEN ARE IN CONFLICT. IF THE ARCHITECTURAL DRAWINGS GIVE A SMALLER SIZE FOR A MEMBER THAN CALLED FOR IN THESE CALCULATION SHEETS THE MATTER SHALL BE BROUGHT TO THE .IMEDIATE ATTENTION OF THE ENGINEER. MATERIAL SPECIFICATIONS : WOOD SPECIES AND GRADE SHALL BE PER UBC TABLE 25-A-1 GLUE LAMINATED TIMBER SHALL BE PER UBC TABLE 25-C-1 ' CONCRETE SHALL BE PER UBC CH. 25, MIN.'F'C =2000psiUNIT MASONRY SHALL CONFORM TO UBC STANDARD 24-6•; REINFORCING STEEL SHALL CONFORM TO UBC STANDARD 26-4; STRUCTURAL STEEL SHALL CONFORM TO UBC STANDARD 27-2. t " ' ' • • - . • . REFERENCES: (a) 1988 UNIFORM BUILDING CODE (b) TIMBER CONSTUCTION MANUAL (c) REINFORCED MASONRY ENGINEERING HANDBOOK (d) REINFORCED CONCRETE DESIGN (e) SIMPLIFIED DESIGN OF STRUCTURAL STEEL ROOF LOADS ROOFING = SHEATHING = FRAMING - CEILING = INSUL. ' = MISC = TOTAL = .6:12 PITCH 1-0.5 1.5 3 2 ' . v;5 • . ' ''••• ' ' .-',5 18 * 1.1 18034 = 20.12461 + 16 psf LL = 36.12461 FLOOR LOADS FLOORING = SHEATHING = FRAMING = CEILING . = INSUL = MISC = TOTAL = 1 2 ' 4 >. 2 .5 .5 10 + 40 psf LL = 50 GEORGE P. LOUNSBURY R. C.E, 1530 N. ELM STREET ESCONDIDO CA. 92026 PH. (619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET OF BY JEFF VILLA OCTOBEi 11 , 1990 JN 90150 " RAFTERS 9 LIVING ROOM DESIGN SUMMARY LL = 22 #/lf TL = 48 #/lf REPETIVE USE SPACING INCLUDED IN VARIABLES A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION L= ;v= M= DEFLECT DEFLECT Fb= .£=:• •• ,-. RAFTERS 21 .5 ft. 516 # 2773.5 ft.# LL= L/ 240 = 1 .075 in. TL= L/ 180 = 1.433333 in. 95 psi 1450 psi 1700000 psi '• .'"•'''" UPPER & GARAGE DESIGN SUMMARY A=s=i =i = 6.517895 in. 2 18.36248 in. 3 57.87642 in. 4 94.70687 in. 4 USE .2x10" .DF/L #2 '16" O.C. LL = 48 #/lf TL = 22 #/Tf '' REPETIVE USE SPACING INCLUDED IN VARIABLES A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION L= 11 .5 ft. V= 126.5 # . A= 1.5978;95 in. 2 M== 363.6875 ft. # S= 2.407862 in. 3 DEFLECT LL= L/ 240 = .575 in. I = 19.32406 in. 4 DEFLECT TL= L/ 180 = .7666666 in. I = 6.642645 in. 4 Fv= 95 psi Fb= 1450 psi . ' '•' E= ^ 1700OOO psi TIE WITH RAFTERS WHERE POSSIBLE LAP AND NAIL WITH 6-16d NAILS 3 EACH WAY GARAGE HIP BEAM DESIGN SUMMARY LL= 512 * USE 2x6" .QjF/L »2, 16" O.C, TL= 1152 # L= 11 ft. R2= : 384 tt R1=V= 768 # M= 1625.818 ft.# DEFLECT LL = L/ 240 = DEFLECT TL = L/ 180 = Fv= 95 psi Fb= 1250 psi E= MQVQQO psi BRACE @ GARAGE WALL WITH DBL 2x4,s 55 in. 7333334, in. A- 9.701052 S= 12.48628 I'= 16.4232 in.4 1= 36.9522 in.4 in.2 i n .• 3 USE 2x10" DF/L #2 HIP GEORGE P. LOUNSBURY R.C.E. 1530 N. ELM STREET ESCONDIDO CA. 92026 PH. (619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET _ OF • BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 FLUSH BM (8 MSTR BATH DESIGN SUMMARY LL = 80 #/lf TL = 200 #/lf A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION L= 11 ft. V= 1100 # M= 3025 ft-.* DEFLECT LL= L/ 240 DEFLECT TL= L/ 180 Fv= 95 Fb= 1250 E= 1700000 = .55 in. = .7333334 psi psi psi in, A= 13.89474 in.2 S= 23.232 in.3" I = 28.18588 in.4 I = 52.84853 in.4 HANG RAFTERS ON LUP26 HANGERS 16" O.C. USE 4x8" DF./L #2 FLUSH i . ' • , UPPER HALL CEILING BM DESIGN SUMMARY LL = 208 #/lf TL = 490 */lf A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION , .'< L= 11 . 5 f t. V= 2817.5 # M= . 8100.313 ft.# DEFLECT LL= L/ 240 = DEFLECT TL= L/ 180 = Fv= 95 psi Fb= V1500 psi E= 1800000 psi 575 in. 7666666 in, A= 35.58947 in.2 S= 51.842 in.3 I = 79.0855 in.4 I = 139.7304 in,4 .••..'-'"'. USE 4x12" DF/L #1 BEDROOM »2 HEADER DESIGN SUMMARY LL = 110 #'/lf TL = 260 tt/lf A & S , REFLECT WOOD STRESS INCREASE WITH LOAD DURATION L= 5 ft. V- 650 # M= 812.5 ft.# DEFLECT LL= L/ 240 = .25 in. DEFLECT TL= L/ 180 = .3333334 Fv= 95 psi Fb= 1250 psi E= 1700000 psi i n. A= 8.210526 in.2 S= 6.24 in.3 I = 3.639706 in.4 I = 6.452206 in.4 USE 4x6" DF/L #2 GEORGE P. LOUNSBURY R.C.E. 1530 N. ELM STREET ESCONDIDOCA. 92026 PH. (619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET J_ OF _V"; BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 DINING ROOM HEADER DESIGN SUMMARY LL = 200 #/Tf TL = 470 #/1f A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION l_= • v= •';': M=:'{ •.-••', DEFLECT DEFLECT FV= :• {•-• • Fb= •• E= • -' 6 ft. 1410 * 2115: ft.* LL= L/ 240 TL= L/ 180 95 1250 1700000 psi psi psi .3 ,4 in. in. A= S= I = •I = 11 20 17.81053 in.2 16.2432 in.3 43529 in.4 15471 in.4 USE 4x8" DF/L »2 ENTRY BEAM DESIGN SUMMARY LL = 80 #/lf" TL = 250 #/1f. A & ?S; REFLECT WOOD STRESS INCREASE WITH LOAD DURATION L=' ' • : ; V= M= DEFLECT DEFLECT Fv= Fb= E= 11.5 ft. 1437.5 # 4132.813 ft.* LL- L/ 360 = TL= L/ 240 = 95 psi 1250 psi 1700000 psi 3833333 575 in, n, A= 18.15789 in.2 S= 31.74 in.3 I = 48.31015 in.4 I = 100.6461 in.4 GARAGE DOOR HEADER DESIGN SUMMARY LL = USE 4x10" .DF/L »2 120 #/lf TL '= 300 tt/lf L= V= M= DEFLECT DEFLECT Fv= . Fb= E= 16 ft.: 2400 # 9600 ft.-* LL= L/ 360 = TL= L/ 240 = 95 psi 1250 psi 1700000 psi .53333:34 .8 in. n. A= 37. 8-9474 in. 2 S= 92.16001 in.3 I = 1-9-5. 1624 in. 4 I = 325.2706 in.4 USE 4x14" DF/L GEORGE P. LOUNSBURY R.C.E. 1530 N. ELM STREET ESCONQJDO CA. 92026 , PH. (619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET 2. OF — BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 GARAGE DOOR HEADER DESIGN SUMMARY LL = 216 #/lf TL = 506 */lf A;& S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION L= ; V= M= DEFLECT 8 ft. 2024 * 4048 ft-.*. LL= L/ 240 = DEFLECT TL- L/ 180 = Fv= : 95 psi Fb=. • 15,00 psi E= : 1800000 psi .4 in. .5333334 i n. A- 25.56632 in.2 S- 25.9072 in.3 I = 27.648 i n.4 I = 48.576 in.4 '-•-1; USE 4x1:0" .DF/L #2 - • - '/••'•' •' ' • - £LOOR_JOIS1 DESIGN SUMMARY LL = 53 #/lf TL = 67 #/lf REPETIVE USE SPACING INCLUDED IN VARIABLES L= : 17 ft. V= 569.5 # M= ', 2420.375 ft.* DEFLECT LL= L/ 360 = DEFLECT TL= L/ 240 = Fv= 95 psi Fb= 1250 psi E= 1700000 psi ,5666667 ,85 in. in. A= 8.992106 in.2 S= 23.2356 in.3 I = 103.3897 in.4 I = 87.13351 in.4 USE 2x12" DF/L #2 16" O.C. HALL FLOOR BEAM. DESIGN SUMMARY LL = 640 tt/lf TL = 800 #/lf L= 6.5 ft. V= 2600 4t M= 4225 ft.•#'•' DEFLECT LL= L/ 360 DEFLECT TL= L/ 240 FV= 95 Fb= 1250 E= 17000:00 = .2166667 = .325 in. psi psi psi in. A= S= I = I = SHEAR REDUCTION (L-2d)/L =.69 * 41 =2'8 in2 4x12" DF/L #2 OK IN SHEAR 41.05263 in.2 40.56 in.3 69.78706 in.4 58.15589 in.4 USE 4:x1.2": D;F/L .#2 FLUSH GEORGE P.. LOUNSBURY R. C. E, 1530 N. ELM STREET ESCONDIDO CA., 92026 PH. (619)743^6282 PACKARD RESIDENCE 725 GRAND AVENUE -CARLSBAD CA 92008 (619)729-4371 SHEET _ OF j BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 /•- 7/5*3 y-, //<$, GEORGE P. LOUNSBURY R.C.E. 1530 N. ELM STREET ESCONDIDO CA. 92026 PH. (619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET j OF 2 BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 UTILITY HEADER DESIGN SUMMARY LL = 560 #/lf TL = 700 #/lf L= 6 ft. V= 2100 * M= 3150 ft.*" DEFLECT LL= L/ 360 DEFLECT TL= L/ 240 Fv= 95 Fb= 1250 E= . 1700000 psi psi psi ,2 ,3 in, in, A= 33.1579 in.2 S= 30.24 in.3 I = 48.02824 in.4 I = 40.02353 in.4 '.;'•'• - ; USE 4x12" DF/L »2 • "" . . I FAMILY FLUSH FLOOR" BM DESIGN SUMMARY LL = 261 #/lf TL = ;535 #/lf A & S REFLECT ,WOOD STRESS INCREASE WITH LOAD DURATION L= 11 ft. V= 2942.5 * M= , 8091.875 ft.* DEFLECT LL= L/ 360 = ,3666667 in, DEFLECT TL- L/ 240 > .55 in. Fv= 85 psi Fb= 1300 psi E= 1600000 psi A= 41.54118 in.2 S= 59.75539 in.3 I = 146.5556 in.4 I = 200.2739 .in..4 USE 6x12" DF/L »1 NOOK SUPPORT BM DESIGN SUMMARY LL = 200 #/1f. TL= 405 #/1f. A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION P LIVE LOAD = 1300 L = 8 ft. P = 2900 # a = 1.5 ft. from R1 R1= 3976.25 # R2= 2163.75 # Xo= 1.5 ft. V = : 3976.25 A= M.-=' 5508.75 # ft. S= DEFLECT LL = L/ 360 in. 1= DEFLECT TL = L/ 240 in. 1= FV= 85 psi Fb> 1300 psi E = 1600000 psi 56.1353 in.2 40.68 in. 3" 43.36453 in.4 58.56469 in.4 USE 6x12" DF/L 4M GEORGE P, LOUNSBURY R.C.E. 1530 N. ELM STREET CA. 92026 282, PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET JL OF BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 : <? t| Mi EADER DESIGN SUMMARY LL = 700 #/1f TL = 875 #/lf L= 5 ft. V= /:/ 2187.5 # M= 2734.375 ft.# DEFLECT LL= L/ 360 = DEFLECT TL= L/ 240 = Fv= 95 psi Fb= 1500 psi E= 1800000 psi , 1666667 r25 in. in, A= 34.53948 in.2 S= 21.875 in.3 I = 32.8125 in.4 I = 27.34375 in.4 •.:•<• :.';• USE 4x12" DF/L #1 GARAGE FLU3H BEAMS DESIGN SUMMARY LL = 176 #/lf TL = 476.#/'lf L= 11 ft. V= 2618 # A= M= 7199.5 .ff.* S= DEFLECT LL= L/ 360 = .3666667 in. I DEFLECT TL= L/ 240 = .55 in. I Fy= 95 psi Fb= 1250 psi E= 1700000 psi WITH SHEAR REDUCTION 4x12 IS OK IN SHEAR 41.33684 in.2 69.1152 in.3 93.01341 in.4 167.706 in.4 USE 4x12" DF/L »2 GEORGE P. LOUNSBURY R.C.E. I 1530 N., ELM STREET ESCONDIDO CA. 92026 i/PH. (619)743-6282 PACKARD RESIDENCE !725 GRAND AVENUE [CARLSBAD CA 92008 (619)729-4371 SHEET OF |. BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 ^„**. 1 1C 1 ^ ' .fl- r .-\ -• A- , ^3 / \ GEORGE P. LOUNSBURY R.C.E. PACKARD RESIDENCE SHEET OF \1530 N. ELM STREET 725 GRAND AVENUE BY JEFF-VILL7T- ESCONDIPb CA. 92026 CARLSBAD CA OCTOBER 12 , 1990 PH. (619)743-6282 (619)729-4371 JN 90150 DINING ROOM TALL WALL DESIGN SUMMARY H = 10 ft AXIAL : WALLS UNBRACED DEPTH = 3.5 in. WIDTH OF STUD = 1.5 in. Le/cf = 34.28571 K = 27.66604 fc = AXIAL LOAD PER STUD / 1.5 * 3.5 = 92.97334 psi Le/d > K TALL WALL DESIGN : F'c = (E X .30) / (Le/d "2) = 481.5782 psi FLEXURAL : WIND PRESSURE ON WALL = 20 psf M= (Wx 1.33' x H*2)/8 .=• 332.5 #' fb= M/SECflON MODULUS = 1302.857 psi Fb = 1650 psi x 1.33 ft. = 2194.5 psi COMBINE AXIAL & FLEXURAL FORCES : J = (Le/d - 11) / (K - '11 ) WHERE J IS LESS THAN 0 OR GREATER THAN 1 J SHALL =1 (fc/F'c) + (fb/Fc-(fc*J)) = .8130172 < 1 USE 2x4" DF/L #2 STUDS 16" O.C. GEORGE P. LOUNSBURY R.C.E.1530 N. ELM STREET ESCONDIDO CA 92026 PACKARD RESIDENCE725 GRAND AVENUE CARLSBAD CA "SHEET OFBY JEFF-VILLA^ OCT. 8, 1990 LATERAL SHEAR NOTES (Referance 47-1 & 25k of 1988 U.B.C.) 1\ (2)-layres 5/8" blocked drywall with 6d cooler nails 9 9" o.c. edges & field base layer & 9d cooler nails 9 7" o.c. edges & field face layer . . . . . ..125#/lf '2\ 1/2" drywall with 5d cooler nails 7" o.c. @ edges and field.... 50#/lf 3\ 5/8" drywall with 6d cooler nails 7" o.c. @ edges and field... 50#/lf r4\ 1/2" drywall with 5d cooler nails 4" o.c. @ edges and field. 62#/lf '5 \ 5/8" drywall with 6d cooler nails 4" o.c. @ edges and field. . . . . . . . 62#/lf '6 \ 1/2" blocked drywall w/ 5d cooler nails 4" o.c. 9 edges and field..... 75#/lf' • • • 7\ 5/8" blocked drywall w/ 6d cooler hails 4" o.c. @ edges and field . ... 87#/lf 8\ 7/8" stucco over paper backed lath w/ 16 gauge staples 6"o.c. top & bottom plates, edges of shearwall, & field.(ICBO # 1823 & 1318).. ...... I80#/lf 9\ 7/8" stucco over paper backed lath w/ 16 gauge staples 3" o.c. top & bottom plates, edges of shearwall , & field. (ICBO # 1823 & 1318) 325#/lf I0\ 3/8" Struct. II plywood w/ 8d 6" o.c. edges & 12" o.c. field .264#/lf r11\ 3/8" Struct. II plywood w/ 8d 4" o.c. edges & 12" o.c. field 384#/lf /2\ 3/8" Struct, II plywood w/ 8d 3" o.c. "" edges & 12" o.c. field...... . .492#/lf ***/13\ 3/8" Struct. II plywood w/ 8d 2" o.c. —' edges & 12" o.c. field... .'.530#/lf ***/14\ 1/2" Struct. II plywood w/ 10d 2" o.c. "" edges & 12" o.c. field 770#/lf ***/15\ 1/2" Struct. I plywood w/ rod 2" o.c. edges & 12" o.c. field. .. •. ; 870#/lf Notes: Where plywood is applied on both sides of wall and nail spacing is less than 6", panel joints shall be offset to fall on different stud or use 2-2x , 3x or thicker framing with nailing staggered. ' . *• *** use 3x sill plate or 2-2x's with staggered nai1 ing.Stagger nails @ 2-2x top plates. *** Use a 4x4 post @ vertical panel splices & 1-2x block flat @ horiz. panel splices. r. . . GEORGE P .i i L00N8BURY R.C.E. 1 530 N. i ELMj STREET ESCONDIDO CAL 92026 PH. (619)743-0282 . PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET _ OF I* BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 /-? y / S * GEORGE P. LOUNSBURY R.C.E. i 1530 N. ELM STREET : ESCONblDOtCATl92026 • PH .>(619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-437t SHEET CL OF Jj? BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 :: I/, I t ri f;f;.,.!.iJ (/„ /I, OS?,JL tut* v /\./ff\ -- \jiA- GEORGE P. LOUNSBURY R.C.E. 1530 N'.; ELM STREET ESCONDI DO CA. 92026 PH. (619)743-6282 PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET _H- OF BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 I/, v '/Ji33 ) «/ty.vV5' 4^14^ /G v I/. fo / 2 r 14. GEORGE P. LOUNSBURY R.C,E. 1$30iN. ELM STREET ESCONDIDO CA. 92026 tPH,i (619)743-6282''' ' PACKARD RESIDENCE 725 GRAND AVENUE CARLSBAD CA 92008 (619)729-4371 SHEET Vj, OF BY JEFF VILLA OCTOBER 11 , 1990 JN 90150 ..•evX Z?i ***-•'/r*gf - lb"o,e.. 14-*? 1, - ..:..•-.-"• „, / '* October 16, 1990 KETCHUM ENGINEERING INC. 7818 QUEBRADA CIRCLE, CARLSBAD CALIFORNIA 92009 (619) 944-1836 Garth Packard 1729 Ivy Road Oceanside, California 92054 KE9014 Subject: Review of Foundation Plans and Foundation Details, Single Family Residential Lot, Parcel 2, Tract 256eCity of Carlsbad, Map #1681, Carlsbad, Calif. 92008. Reference: Soils Investigation by Ketchum Engineering, Inc. Gentlemen: This letter is to verify that we have reviewed the foundation plan and foundation details for the subject project and found them to be in general conformance with the recommendations presented in the referenced report. tWe appreciate this opportunity to be of professional service to you. If you have any questions, please do not hesitate to contact this office at,your convenience. Respectfully submitted, KETCHUM ENGINEERING, INC. E. N. Ketchum, RCE 26267 President ENK/lk 5) Submitted SOILS INVESTIGATION FOR A PROPOSED SINGLE FAMILY RESIDENTIAL LOT 2055 CHESTNUT AVENUE CARLSBAD, CALIFORNIA PREPARED FOR: Garth Packard 1729 Ivy Road Oceanside, California K PREPARED BY: KETCHUM ENGINEERING, INC. 7818 Quebrada Circle Carlsbad, California 92009 KETCHUM ENGINEERING, INC. June 29, 1990 KETCHUM ENGINEERING INC. 781 8 QUEBRADA CIRCLE, CARLSBAD CALIFORNIA 92009 (619) 944-1836 Garth Packard Construction 1729 Ivy Road Oceanside, California KE9014 Report #1 Subject: Soils Investigation for a Proposed Single Family Residential Lot, 2055 Chestnut Avenue, Carlsbad, California. Gentlemen: We are pleased to present the results of our soils investigation for the subject project. This study was performed in accordance with your request. The results of our field investigation and laboratory tests, as well as our conclusions and recommendations, are presented in the accompanying report. We appreciate this opportunity to be of professional service. If you have any questions, you are welcome to contact this office at your convenience. Respectfully submitted, KETCHUM ENGINEERING, INC. E. N. President ENK/lk 5)Submitted RCE 26267 KETCHUM ENGINEERING, INC. TABLE OF CONTENTS Page Introduction and Project Description 2 Purpose and Scope of Project 2 Field Investigation 3 Laboratory Testing 3 Findings 4 Site Description 4 Subsurface Soil Conditions 4 Groundwater 4 Conclusions 5 Recommendations 5 Site Preparation 5 Foundations and Concrete Slabs-on-Grade 7 Pavement 8 Drainage 8 Limitations 9 ATTACHMENTS Plate 1 Vicinity Map Plate 2 Site Plan Plate 3 Unified Soil Classification Plates 4-6 Trench Logs Plate 7 Maximum Density, Direct Shear APPENDIX Recommended Grading Specifications I KETCHUM ENGINEERING, INC. I KE9014 Page 2 SOILS INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENTIAL LOT 2055 CHESTNUT AVENUE CARLS BAD, CALIFORNIA INTRODUCTION This report presents the results of our soil investigation for the subject site. The vicinity map for this project is presented on Plate Number 1. Plate Number 2 shows the site configuration and the locations of our subsurface explorations. No plans were submitted to this office for our use in preparing this report. PROJECT DESCRIPTION This project is located on the south side of Chestnut Avenue, City of Carlsbad, County of San Diego, California. Development of this site is proposed to consist of constructing a one and/or two story wood frame home with slab on grade construction. PURPOSE AND SCOPE OF PROJECT The purpose of this investigation is to develop information regarding the on-site soil conditions to determine their suitability to receive the proposed development. The scope of this study includes the following: a) Explore the subsurface conditions to the depths influenced by the proposed construction. b) Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, expansive characteristics and settlement potential. c) Develop soil engineering criteria for site grading. d) Evaluate potential construction difficulties and provide recommendations concerning these problems. e) Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended foundation design. f) Prepare a report that presents our findings, conclusions and recommendations. KETCHUM ENGINEERING, INC. KE9014 Page 3 FIELD INVESTIGATION Our field investigation was conducted on June 9, 1990 and consisted of visual observations of the existing surface conditions and completion of three subsurface excavations. These excavations were made be means of a backhoe under the observation of our geological personnel. All soils encountered were visually classified in accordance with Unified Soil Classification System that is presented on Plate Number 3. The representative soil samples obtained were transported to the laboratory for testing. Please refer to Plates Numbered 4 through 6 for the field logs. LABORATORY TESTING Laboratory testing on selected soil samples were completed in conformance with the general practices and procedures as recommended by the American Society for Testing and Materials (A.S.T.M.). These tests are briefly outlined below: a. Soil Sample Classification; By visual examination, the sampled soil classifications made in the field were further evaluated in accordance with the Unified Soil Classification System. The final classifications are presented on the exploratory logs. b. Field Moisture Content and Dry Soil Density; The moisture content in percent of the soils dry weight and the dry unit weight in pounds per cubic foot were determined for selected soil samples. Please refer to the exploration logs for the results of these tests. c. Maximum Dry Density and Optimum Moisture Content; In accordance with the A.S.T.M. Standard Test D-1557-70, Method A, the maximum dry density, (pounds per cubic foot), and the optimum moisture content, (percent of the dry density), were established on typical samples. Plate Number 7 presents the results of these tests. d. Direct Shear Test; Direct shear tests were performed to determine the failure envelope based on yield shear strength. The shear box was designed to accommodate a sample having diameters of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and at saturated moisture content. The shear stress was applied at a constant rate of strain of approximately 0.05 inches per minute. The results of these tests are presented on attached Plate Number 7. KETCHUM ENGINEERING, INC. KE9014 Page 4 f. Expansion Tests; The expansive potential of clayey soils was determined in accordance with one of the following test procedures and the results of these tests appear on Plate No. 7. 1) Allow the trimmed, undisturbed or remolded sample to air dry to a constant moisture content, at a temperature of 100 degrees F. Place the dried sample in the consolidometer and allow to compress under a load of 150 psf. Allow moisture to contact the sample and measure its expansion from an air dried to saturated condition. FINDINGS SITE DESCRIPTION The site is a rectangular shaped parcel that is nearly level and drains by sheet flow towards the west. Agricultural property is present to the south with residential lots to the east and west. Chestnut Avenue provides the northern boundary. An existing two story, wood frame home is present on site with two concrete slabs on grade, all of which will be demolished. All utilities are present on site. This property is sparsely landscaped. SUBSURFACE SOIL CONDITIONS Capping the site from 1 to 2 feet are gray brown silty sandy topsoils and fill materials that are dry to damp and very loose to loose in consistency. Below is about a 1 foot layer of a yellow to gray brown sandy clay to clayey sand residual clay. This layer was stiff to hard in consistency. Sedimentary Terrace Deposits are present below the upper soils. These materials are medium dense to dense, silty sands with a trace of clay. GRQUNDWATER Based on our investigation, we do not believe that a shallow groundwater table exists at the site. No water table was encountered in any of the test trenches. We do not, therefore, anticipate any major groundwater related problems, either during or after construction. However, it should be recognized that minor groundwater seepage problems may occur after development of a site even where none were present before development. These are usually minor phenomena and are often the result of an alteration in drainage patterns and an increase in irrigation water. Based on the permeability characteristics of the soil and KETCHUM ENGINEERING, INC. KE9014 Page 5 the anticipated usage of the development, it is our opinion that minor seepage problems may occur at random locations. It is further our opinion that these problems can be most effectively corrected on an individual basis if, and when, they develop. CONCLUSIONS Based on the findings of this study, we conclude that, with respect to geotechnical aspects, the subject site is suitable for the proposed project provided the recommendations contained in this report are fully complied with. The on-site fill, topsoils and Terrace Deposits were determined to have a medium expansive potential and, therefore, will require special foundation design consideration. The upper existing fill and topsoils are loose and not suitable to receive structural loads. We, therefore, recommend that they be removed and replaced as an engineered fill prior to the placement of any new fill or structural building loads. Because the upper 3 feet from finish grade contain residual clays that have been determined to have a medium expansive we recommend that the upper two feet from finish grade be removed and stockpiled. The bottom of the excavation should be ripped to a depth of 12 inches and moisture conditioned to at least 3% over optimum moisture content. These soils should be densified to at least 90% relative compaction. The stockpiled soils may then be replaced in 6 to 8 inche lifts and densified to at least 90%. The lateral extent of the above recommendations should include the area within 5 feet beyond the building perimeter and all slabs on grade. RECOMMENDATIONS SITE PREPARATION PRECONSTRUCTION CONFERENCE: We recommend that a preconstruction conference be held at the site with the developer, civil engineer, contractor, and geotechnical engineer in attendance. Special soil handling and the grading plans can be discussed at that time. SPECIFICATIONS: We recommend that all earthwork be done in accordance with the attached "Recommended Grading Specifications." Ketchum Engineering, Inc., should observe the grading and test compacted fills. KETCHUM ENGINEERING, INC. KE9014 Page 6 All special site preparation recommendations presented in this report will supercede those in the standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to not less than 90 percent of the maximum laboratory density. Utility trench backfill within 5 feet of the proposed structures and beneath asphalt pavements should be compacted to not less than 90 percent of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A.S.T.M. Test Method 1557-70. DEMOLITIONS. CLEARING AND GRUBBING; During site preparation, all debris and deleterious materials derived from demolition, clearing and grubbing operations should be legally disposed of off-site prior to grading. Any existing utilities that will not be utilized should be removed and properly capped at the property lines. The removal of trees should include the removal of their roots. The depressions resulting from the above operation should be backfilled with soil that has been compacted to at least 90% relative compaction. MOISTURE CONTENT OF FILL SOILS; All fill soils placed should have moisture contents of at least 3% over optimum moisture content. AREAS TO BE PAVED; All areas to be paved should have the subgrade soils densified to at least 90% relative compaction to a minimum depth of 12 inches. It is suggested that the upper 12 inches of subgrade soils be comprised of granular select, non- expansive materials. IMPORT MATERIALS; Any fill material to be imported on-site should consist of granular, non-expansive soil that contains no organic or deleterious materials. It should have sufficient cohesion .to hold . a vertical, or near vertical cut for footing excavations. It should have at least 85% of the material passing the Number 4 sieve with no rocks or chunks larger than 1 1/2 inches. The import fill should be approved by our office prior to on-site delivery. TEMPORARY SLOPE STABILITY; The following table presents recommendations relative to temporary construction excavations. These slopes should be relatively stable against deep-seated failures but may experience localized sloughing. Slope Ratio Maximum Height of Temporary (Horizontal to Vertical) Excavation (Feet) 0.25 : 1 12 Vertical 5 KETCHUM ENGINEERING, INC. I KE9014 Page 7 It should be the contractor's responsibility to provide safe support for the excavation. No heavy equipment should be allowed adjacent to the top of the temporary cuts. FOUNDATIONS AND CONCRETE SLABS-ON-GRADE GENERAL; We recommend the structure proposed for this project be supported by a continuous spread footing foundation system as recommended below. The following recommendations are submitted provided the soils within the upper 3 feet from finish grade have a low expansive potential. a) All footings for one and two story structures should be founded a minimum of 18 inches below adjacent finish grade. Footings should have a minimum width of 12 inches. b) Both exterior and interior continuous footings should be reinforced with two Number 4 bars positioned 3 inches above the bottom of the footings and two Number 4 bars positioned 3 inches clear below finish floor. Footings and slabs should be placed monolithically. c) Interior slabs should be not less than 3 1/2 inches in thickness, underlain by a 4 inch blanket of clean concrete sand or crushed rock, reinforced with 6"x6"- #10/#10 welded wire mesh and completely surrounded with a continuous footing. d) Exterior slabs should be a minimum of 3 1/2 inches in thickness and should be reinforced with 6"x6ll-#10/#10 welded wire mesh. e) Surface drainage should be directed away from the proposed foundation. Planters should be constructed so that water is not allowed to seep beneath foundations or slabs. Over-irrigation of areas adjacent to foundations and slabs should be avoided. f) Prior to placing steel or concrete, the foundation excavations should be inspected by a representative of this office to insure that the above recommendations have been followed. BEARING VALUE: An allowable soil bearing value of 2000 pounds per square foot for spread footing foundations may be used for design of the on-site structures. This bearing value should be verified for all soil conditions under all building pads. In our opinion this value can be increased by one-third for loads that include wind or seismic forces. KETCHUM ENGINEERING, INC. KE9014 Page 8 SETTLEMENT CHARACTERISTICS; The anticipated total and/or differential settlements for the proposed structure may be considered to be within tolerable limits provided the recommendations presented in this report are followed. PAVEMENT The following recommendations are submitted as preliminary guidelines for pavement construction. The subgrade soils to a depth of at least 12 inches should be densified to at least 90%. Paved areas should be protected from moisture migrating under the pavement from adjacent water sources such as planted or grass areas. Saturation of the subbase soils could result in pavement failures. Further, all paving materials and methods of construction should conform with good grading practices and with the minimum requirements of the governing agency. DRAINAGE We recommend that positive measures be taken to properly finish grade the pads once improvements and landscape are in place so that drainage waters are directed off the pads and away from possible foundations, floor slabs, and slope tops. No areas of ponded water should be allowed to exist. KETCHUM ENGINEERING, INC. LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specifications. The soil engineer should review and verify the compliance of the final grading plan with this report. It is recommended that Ketchum Engineering, Inc., be retained to provide continuous soil engineering services during the earthwork operations. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soil engineer so that he may make modifications, if necessary. This office should be adivised of any changes in the project scope or proposed site grading so that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the state-of-the-art and/or government codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of two years without a review by us verifying the suitability, the conclusions, and recommendations. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the locations where our borings, surveys, and explorations are made, and that our data, interpretations and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations and recommendations, but shall not be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and KETCHUM ENGINEERING INC. observation only, and no warranty of any kind whatsoever, expressed or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. It is the responsibility of the owners, or their representative to ensure that the information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry out such recommendations during construction. Inspection services allow the testing of only a very small percentage of the fill placed at the site. Contractural arrangements with the grading contractor should contain the provision that he is responsible for excavating, placing and compaction of fill in accordance with the project specifications. Inspection by the geotechnical engineer during grading should not relieve the grading contractor of his primary responsibility to perform all work in accordance with the specifications. This firm does not practice nor consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of other than our own personnel on the site; therefore, the safety of others is the responsbility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. KETCHUM ENGINEERING INC SITE VICINITY MAP BY: ENK KETCHUM ENGINEERING INC. 7618 QUEBRADA CIRCLE, CARLSBAD (619)944-1836 92008 pr I~"1 JOB NO. 9014. DATE: 6/29/90 PLATE NO. 1 1 •\ T-2 Concrete Slabs EXISTING 2 STORY RESIDENCE No Scale i N I T-3 T-l cd H Z CD 0) > >td -H Backhoe trench location SITE PLAN BY:ENK KETCHUM ENGINEERING INC. 7818 QUEBRADA CIRCLE. CARLSBAD (619)944-1836 92008 r E W &i JOB NO. 9014 DATE: 6/29/90 PLATE NO. 2 UNIFIED SOIL CLASSIFICATION MAJOR DIVISIONS COARSE GRAINED SOILSMORE THAN HALF OF MATERIALIS LARGER THAN NO. 200SIEVE SIZEHJ 3 - * g^ o a w O _l UJ W "; < >< 5 £O x </> w UJT* 2 «/> OS < - o < X -J f ft K * d ° ££§ * §15c 5*jE GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE CLEAN GRAVELS (LESS THAN 5% FINES) GRAVEL WITH FINES CLEAN SANDS (LESS THAN 5% FINES) SANDS WITH FINES SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50% SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 50% HIGHLY ORGANIC SOILS GROUP SYMBOL GW GP GM GC sw SP SM SC ML CL OL MH CH OH Pt TYPICAL NAMES Well graded gravels. gravel-sand mixtures, little or no lines Poorly graded gravels or gravel- tand mixtures. Ill 11* or no lines. Silly gravels, gravel-sand-silt mixtures, non-plastic fines. Clayey gravels, gravel-sahd-clay mixtures, plastic (mes. Well graded sands, gravelly sands, little or no lines Poorly graded sands or gravelly sands, little or no fire* Silly sands, sand-silt mixtures, non-plastic fines. Clayey sands, sand-clay mixtures, plastic fines. Inorganic sills and very fine sands, rock flour, silly orclayey fine sands or clayey silts with slight plasticity. Inorganic clays ol low to medium plasticity, gravelly clays, sandy clays, silly clays, lean clays. Organic sills and organic silly clays of low plasticity. Inorganic sills micaceous or diaiomaceous fine sandy orSilly soils, elastic silts. Inorganic clays of high plasticity, fat Clays. Organic clays ol medium to high plasticity, otganic silts. Peal and other highly organic soils. 200 GRAIN SIZE •U.S. STANDARD SERIES SIEVE 40 10 CLEAR SQUARE SIEVE OPENINGS 3/4" 3" 12" SILTS AND CLAYS SAND FINE MEDIUM COARSE GRAVEL FINE COARSE COBBLES BOULDERS RELATIVE DENSITY CONSISTENCY SANDS.GRAVELS AND NON- PLASTIC SILTS VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE BLOWS/FOOT 0-4 4-10 10-30 30-50 OVER 50 CLAYS AND PLASTIC SILTS VERY SOFT SOFT FIRM STIFF VERY STIFF HARD STRENGTH 0 - 1/4 1/4 - 1/2 1/2 - 1 1 - 2 2-4 OVER 4 BLOWS/FOOT 0-2 2-4 4-8 8-16 16-32 OVER 32 4- Water level at time of excavation or as indicated /\ Undisturbed driven ring or chunk sample j ] Disturbed bulk sample B Y: ENK JOB NO. 9014 KETCHUM ENGINEERING INC. 7818 QUEBRADA (619)944-1836 CIRCLE ,C A RLSBAD 92008 DATE: 6/29/90 PLATE NO. 3 £ z H-a. 1-L — o _<t -H 3 -.x 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - H - i J - UJa> u_Ja.3< (A Z 0 -J <-> o ±w w(/)< Ju SM SC CL' SM TRENCH NUMBER T-1 ELEVATION DESCRIPTION FILL/TOPSOIL: Gray- brown silty sand;porous RESIDUAL CLAY: Yellow- brown sandy clay to playey sand TERRACE MATERIAL: Yellow & red-brown siltv sand w/trace clay BOTTOM @ 3' H u, z Cw ., < w t o <m Dry- Damp Moist- Humid Moist- Humid z * —2 H x< w u& M 0 O ou V/Loose Stiff M/Dense- Dense K 0>Z _ U —o " —co **c M * O za ou s zIU O > —H U * o<J ""^ • — •• - - - — MM — — BY: JOB NOChestnut Residence DS ' 90U KETCHUM ENGINEERING INC. g7 DATE: 6/9/90 7818 OUEBRADA CIRCLE, CARLSBAD t ^ (619)944 1836 92008 Egi PLATE NO. 4 z a i - 2 - 3 -" , • 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - I , -AMPLE TYPE(A 1 I ^___^ 2 SOILASSIFICATIO-JO SM SC SM TRENCH NUMBER T-2 ELEVATION DESCRIPTION FILL/TOPSOIL: Gray- brown silty sand; v/ porous-porous RESIDUAL CLAY: Yellow & gray-brown clayey sand PITM: Yellow & red- brown silty sand w/ trace clay BOTTOM @ 3i'APPARENTMOISTUREDry Damp Damp Damp APPARENTONSISTENCYOR DENSITYO V/Loose Loose Hard M/Dense- Dense >RY DENSITYIpcllu MOISTUREONTENT 1%)U »»RELATIVEOMPACTIONI^ ^ - —^~-" / /""^^y _ - - - - - - - - — - Chestnut Residence BY: DS JOB NO. 9014 KETCHUM ENGINEERING INC.jTJt DATE 6/5/9° 7818 OUEBRADA CIRCLE, C A R L S B A D fiB==«ajI (619)944-1836 9 2 0 0 8 IJLJ§ PLATt NO. 5 £ zH uj 1 - — 3 - 4 - • 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - I , _ LU Q. £ LU_l Q. 2<to A A X z0 _i O 0 ^ « wCO< ^u SM SC- CL SM TRENCH NUMBER T-3 ELEVATION DESCRIPTION FILL/TOPSOIL: Gray- brown silty sand; v/ porous Cut through old leach line RESIDUAL CLAY: Yellow & gray-brown clayey sand to sandy clay PITM: Yellow 6 red- brown silty sand w/ trace clay BOTTOM @ 4' >- Uiz E < </> a O< a Dry Damp Moist Humid Humid •- » H UI UI 0)«• H f < » *a. CA ° iS** 0 ou V/Loose Hard M/Dense- Dense H Z _ EO £ E3 2 - H > Ou * *> sH* U< <-J a.ui •« * 0 ^^ — . — —„ m y- — - - - - - - — — — Chestnut Residence BY: DS JOB NO- 90U KETCHUM ENGINEERING INI ^^ B II || f^^v DATE: 6/5/90 7818 QUEBRADA CIRCLE, C A RLSB ADllh |L-J (619)944-1836 9 2 0 0 8 HLJS PLATE N° 6 MAXIMUM DENSITY & OPTIMUM MOISTURE CONTENT ASTM: Sample T2 @ 1 1/2' Description Yellow and gray brown clayey sand Maximum Density (DCf) 122 Optimum Moioture (X) 10.5 DIRECT SHEAR TEST RESULTS Sample T2 @ 1 1/2 Description Remolded to 90% Angle of Internal Friction ( *) 28 Cohesion Intercept IpsfJ 150 EXPANSION TEST RESULTS Sample CONDITION INITIAL M.C. IX) INITIAL DENSITY (pcfl FINAL M.C. 1%) NORMAL STRESS (psf) EXPANSION (X) Tl @ 1 1/2 air dried undisturbe 4.3 118.3 21.3 150 6.5 d BY: ENK KETCHUM ENGINEERING INC. 7818 QUEBRADA CIRCLE. CARLSBAD (619)944-1836 92008 I~W ffck 3 JOB NO. 9014 DATE: 6/29/90 PLATE NO. 7 APPENDIX A RECOMMENDED GRADING SPECIFICATIONS General Intent The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soil to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary soil investigation report are a part of the recommended grading specifications and shall supercede the provisions contained hereinafter in the case of conflict. Inspection and Testing A qualified soil engineer shall be employed to observe and test the earthwork in accordance with these specifications. It will be necessary that the soil engineer or his representative provide adequate observations so that he may provide a memorandum that the work was or was not accomplished as specified. Deviations from these specifications will be permitted only upon written authorization from the soil engineer. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he may provide the memorandum to the owner and governmental agency, as required. If, in the opinion of the soil engineer, substandard conditions are encountered, such as questionable soil, poor moisture control, inadequate compaction, adverse weather, etc., the contractor shall stop construction until the conditions are remedied or corrected. Unless otherwise specified, fill material shall be compacted by the contractor while at a moisture content near the optimum moisture content to a density that is not less than 90% of the maximum dry density determined in accordance with A.S.T.M. Test No. D 1557-70, or other density test methods that will obtain equivalent results. Clearing and Preparation of Areas to Receive Fill All trees, brush, grass, and other objectionable material shall be collected, piled, and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance free from unsightly debris. All vegetable matter and objectionable material shall be removed by the contractor from the surface upon which the fill is to be placed, and any loose or porous soils shall be removed or compacted to the depth determined by the soil engineer. The surface shall then be plowed or scarified to a minimum depth of 6 KETCHUM ENGINEERING, INC. inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal to 1 vertical), the original ground shall be stepped or benched as shown on the attached Plate A. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide and all other benches at least 6 feet wide. Ground slopes flatter than 20% shall be benched when considered necessary by the soil engineer. Fill Material Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the soil engineer, is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 12 inches in size and shall contain at least 40% of material smaller than 1/4 inch in size. (Materials greater than 6 inches in size shall be placed by the contractor so that they are surrounded by compacted fines; no nesting of rocks shall be permitted.) No material of a perishable, spongy, or otherwise improper nature shall be used in filling. Material placed within 36 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted fill and soaked under an axial pressure of 150 psf. Potentially expansive soils may be used in fills below a depth of 36 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. Placing Spreading and Compacting of Fill Approved material shall be placed in areas prepared to receive fill in layers not to exceed six inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction to a minimum specified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. Compaction shall be continuous over the entire area, and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. When the moisture content of the fill material is below that specified by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is as specified. KETCHUM ENGINEERING, INC. The surface of fill slopes shall be compacted and there shall be no excess loose soil on the slopes. Inspection Observation and compaction tests shall be made by the soil engineer during the filling and compacting operations so that he can state his opinion that the fill was constructed in accordance with the specifications. The soil engineer shall make field density tests in accordance with A.S.T.M. Test No. D 1556-70. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer portion shall be reworked until the specified density has been obtained. The location and frequency of the tests shall be at the soil engineer's discretion. In general, the density tests wil be made at an interval not exceeding two feet in vertical rise and/or 500 cubic yards of embankment. Protection of Work During construction the contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He shall control surface water to avoid damage to adjoining properties or to finished work on the site. The contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. Unforeseen Condition In the event that conditions are encountered during the site preparation and construction that were not encountered during the preliminary soil investigation, Ketchum Engineering, Inc., assumes no responsibility for conditions encountered which differ from those conditions found and described in the preliminary soil investigation report. KETCHUM ENGINEERING, INC. TITLE 24 REPORT FOR: Packard Residence Parcel 1,Tract 256, Map 1681 Carlsbad, CA 92008 PROJECT DESIGNER: Garth Packard 725 Grand Avenue Carlsbad, CA 92008 OWNER: Garth and Mark Packard 725 Grand Avenue Carlsbad, CA 92008 REPORT PREPARED BY: DARRYL L FRANKLIN, P.E, 4913 Refugio Avenue Carlsbad, CA 92008 (619) 729-4006 Job Number: Date: 9/20/1990 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program'conform to the results produced by th Public Domain Point System, developed by the California Energy Commi This program developed by Gabel Dodd Associates (415) 428-080 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. VELOPMENT PROCESSING SERVICES DIVISION ~* 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: t/Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Elementary 1.89 Union Street Encinitas, CA 92024 (944-430 Project Applicant: Cfr-X/'P-/ /7~ Project Address: San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 -.(744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN: ' RESIDENTIAL: SQ. FT. of living SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By _^^ Number of dwelling units jQ. 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/Indust;. Fee ^Ley-red.: $ based on / 3Q$ sq. ft.@ /, based on sq. ft.@ School District Official TitleT AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial.