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Home My WebLink About1364 CYNTHIA LN; ; CB920317; PermitBUILDING PERMIT05/27/92 10 18 Page 1 of 1 Job Address 1364 CYNTHIA LN Suite Permit Type. SINGLE FAMILY DWLNG - DETACHED Parcel No Valuation 180,497 Construction Type. VN Occupancy Group R3 Referencett. Description 2312 SF 2S + 420 SF GARAGE + 574 SF PATIO + 40 SF DECK Permit No CB920317 Project No A9200811 Development No Lot#""" Appl/Cwnr • MATTHEWS, PETER 1364 CYNTHIA LANE CARLSBAD, CA 92008 *** Fees Required *** 7808 05/27/92 0001 01 02 C-PRHT 8188-00 >el^t 1015, Status ISSUED Applied 03/25/92 Ap tr /1 s s u e 05/27/92 Validated By DC 619 729-2293 A A *Fees Collected & Credits * i; Fees 8,779.00 Adjustments . Ou Total Credits: CO fo.al Bees 8,779 00 Total Payments: 591 00 . Balance Due: 8,188 00 Fee description Uaits ;Fee/Unit Extfee Data Building Permit Plan Check Strong Motion Fee Enter "Y" to Enter "Y" to Autocalc License) Tax > C.F. D Autocalc T.I.F. > C.F D. * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture" or '"rap > Each Building Sewer > Each Water Heater and/or Vent > Gas Piping System > Each Vacuum Breaker > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP > i * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL 0 923. 00 0 -600 00 0 1800 0 3285 00 Y 0 3032 00 f 362 00 Y 0 408 00 8628 00 0 7 . 5 0 Y 14 2 50 35 00 1 6 50 6 50 1 2 50 2. 50 1 O (I Ct -, r~ f\£ J U £ J U 2 O CT r"\ r- f~2 t>0 5.00 0 _59 00 ® 1 0 , 0 0 Y 50 25 37.50 O n rt •48 00 0 15 00 Y 1 f-| f-\ f L f.J 00 9 00 •3 4 50 13 50 1 6 50 6 50 O n a fi* 44 00 J»*p^""~» MteziTr MTF//^ ^3^j£^j /£' CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161^ PERMIT APPLICATION City of Carlsbad Building Department 2075 Las PaImas Dr., Carlsbad, CA 92009 (619) 438-1161 I I'EKMITTYPE A - U Commercial U New Building P Tenant Improvement B - D Industrial D New Building D Tenant Improvement C - D Residential Q Apartment DCondo jp^mgle Family Dwelling D Addition/Alteration D Duplex D Demolition O Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2 PROJECT INFORMATION PLAN CHECK NO. EST VAL_ PLAN CK DFJ VAUD BY. DATE '.POSIT / C-PhtiT 591-00 FOR OFFICE USE ONLY Address Nearest Cross Street uuiiuing or diiite NO LEGAL DESCRIPTION Sinxlivision Name/Number CHECJJ'BELOW IF SUBMITTED H2 Energy Calcs *}'2~Structural Calcs DESCRIPTION OF WORK SQ (it qitierent trom applicantj *^—-A, 4 APPUCJAN1 UCON1KAU1UK LJACiENl 1'UK CON 1KAC1UK DOWNER }lJA(jEN I tOK OWNER NAME . A / ADDRESS '^aAt-ie— ft>£=> /*&/• CITY SJATE ZIP CODE DAY TELEPHONE 5 PKOlJli|«nf UWNja« NAMEKsB^g. S Y/f^i CITY b UUNTKALT1UK NAME CITY iCiA y'lATT^W^ADDRESS STATE ZIP CODE ADDRESS STATE ZIP CODE DAY TELEPHONE / Z*^ • 2 2_<=/3 DAY TELEPHONE STATE UC #LICENSE CLASS CITY BUSINESS LJC # CITY _^Y' 's=--L£.c5E=C' STATEd^A ZIP CODE STATE L1C # 7 WORKERS COMPENSATION Workers Compensation Declaration I hereby attirm that I have a certificate ol consent to selt-msure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate or Exemption I certify that in the performance of tne work Tor which this permit is issued, I snail not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Owner-Builder Declaration I hereby aftirm thatTam exempt from the Contractors License Law for the following reason D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) D 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) D 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 Act7 D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPIJCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9 (JUNt>lKU(JMUN LENDING AGENCY I hereby altirm that there is a construction lending agency lor the perlormance ot the work tor which this permit is issued (.liec 3097(i) Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPLICANI ChRITHCATlON 1 certiry that 1 have read the application and state that the above inlormation is correct I agree to comply with all City ordinances ana State Taws 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 HARMIJvSS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSF SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA. An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stones in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) APPLICANTS,DATE ITE- File YELLOW: Applicant PINK. Finance FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920317 DATE: 12/21/92 PERMIT*: CB920317 PERMIT TYPE: SFD PROJECT NAME: 2312 SF 2S + 420 SF GARAGE + 574 SF PATIO + 40 SF DECK ADDRESS: 1364 CYNTHIA LN CONTACT PERSON/PHONE#: MH/KOHLER/945-6521 SEWER DIST: WATER DIST: INSPECTED 7\7w?/ BY: XLjCVA' INSPECTED BY: INSPECTED BY: COMMENTS : DATE .9 ~£ Q* J INSPECTED: \t--LO~1 u APPROVED v DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPiROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK*: CB920317 DATE: 12/21/92 PERMIT*: CB920317 PERMIT TYPE: SFD PROJECT NAME: 2312 SF 2S + 420 SF GARAGE + 574 SF PATIO + 40 SF DECK ADDRESS: 1364 CYNTHIA LN CONTACT PERSON/PHONE#: MH/KOHLER/945-6521 SEWER DIST: WATER DIST: INSPECTED A/Vlt DATE l<~> 10 fit /BY: fUJJ //_/ INSPECTED: lL'Z8~7^ APPROVED / DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/MV- WATER PLAN CHECK*: CB920317 DATE: 12/21/92 PERMIT*: CB920317 PERMIT TYPE: SFD PROJECT NAME: 2312 SF 2S + 420 SF GARAGE + 574 SF PATIO + 40 SF DECK ADDRESS : ,<-! 3 6 4""rCYNTHIA~"rLN'""T- -—•._ CONTACT PERSON/PHONE*: MH/KOHLER/945-6521 SEWER DIST: WATER DIST: INSPECTED), , v . DATE BY: -TU-rA U/4L/>o4 INSPECTED: /2~2^9~LAPPROVED DISAPPROVED INSPECTED " DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: O/C /\ OU-V- M'^OL/t VO Og V flft> T PERMIT* CB920317 DESCRIPTION: 2312 CITY OF CARLSBAD INSPECTION REQUEST FOR 12/30/92 SF 2S + 420 SF GARAGE 574 SF PATIO + 40 SF DECK TYPE: SFD JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 1364 CYNTHIA LN MATTHEWS, PETER PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK# CB920317 OCC GRP R3 CONSTR. TYPE VN STR: FL: STE: 619 729-2293 REMARKS: MH/KOEHLER/945-6521 SPECIAL INSTRUCT: INSPECTO: TOTAL TIME: —RELATED PERMITS— CD 19 29 39 49 PERMITfl TYPE STATUS SE920023 SWRSD ISSUED LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 122492 Final Combo 122192 Final Combo 102692 Gas/Test/Repairs 102692 Shower Pan/Roman Tubs 101392 Interior Lath/Drywall 100892 Insulation 100692 Rough Combo 092592 Rough Combo 090892 Frame/Steel/Bolting/Welding 090892 Roof/Reroof 090892 Shear Panels/HD's 071692 Ftg/Foundation/Piers 071392 Rough/Topout 071092 Ftg/Foundation/Piers 071092 Frame/Steel/Bolting/Welding 071092 Underground/Under Floor 071092 Service Change/Upgrade 070192 Ftg/Foundation/Piers 070192 Ftg/Foundation/Piers 063092 Ftg/Foundation/Piers 062592 Sewer/Water Service ACT AP CO AP AP AP AP AP PA CO AP AP AP PA CO CO CO CO CO AP NR AP INSP PD PD PD PD PD PD PD PD PD PD PD PD PK PD PD PD PD PD PK TP PD COMMENTS FRAME OK WASTE ONLY SEE INSP NOTES SEE INSP NOTES SEE INSP NOTES SEE INSP NOTES AND UFER CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE ^ I / LOCATION (/?. ,PERMIT NO 438-3550 2075 LAS PALMAS DRIVE TIME J f"l-4/ A-r,. 7 A-f - FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE1?NSPI ;URTit YES FOR/FURTHER INFORMATION, CONTACT, PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER CITY OF;CARLSBAD BUILDING DEPARTMENT DATE. ^v t^-3&3^~^-*>ess^;y£^--*si3g^,—ow% NOTICE 438-3550 2075 LAS PALMAS DRIVE LOCATION. U TIME, PERMIT NO. Q Q Zfe -To pi '-~/\ f / / -T '.&-&>LIK)<C S 'r FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? /' / FOR FURTHER INFORMATION, CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER DAILY FIELD REPORT No JobName Project No Date Location ^ 4UWeather „Day. Contractor Foreman Reid Techmclan Miles Hours Equipment Working Inspection / Testing of Test No Test Location Elevation or Depth Soil Type Optimum Moisture Field Moisture Maximum Density Field Density Rel Comp 5MPG0 ££4*4- g BBS At TO 77-/£TAWS. 7 -£. Summary of Operations Supervisor Engineer .Geologist Todays Yardage Yardage to Date '&K Engineering, inc. 5933 SEA LION PLACE SUITE 100 CARLSBAD CA 92003 619-431-8213 IOOA (4 77) ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE : JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS; / 7 SET __ r ; 77L PROJECT NAME ; A//HTT7/ &*J ^ QAPPLICANT__ QFILE COPY QUPS Q DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. i The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified -6>&& £-&MA^J<-S> &E^LO^J are resolved and D D 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: Si 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 ;EnclosuresESGIL CORPORATION DGA DCM ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 ~ (619)-56QJ468 "\ DATE: ^l^j^fL flAPPLJ .^TTtJR I ^._ JURISDICTION: ClTf &F CA-j^LS.jg>A-£> ^-QpTAN CHECKER x?-7 2 -7 - QFILE COPYPLAN CHECK NO: VZ - ?>// SET; JL- QUPS QDESIGNER PROJECT ADDRESS; /2>6c/ C.//J77f7>fl PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I — | The plans transmitted herewith will substantially comply I _ I with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. BjK The check list transmitted herewith is for your inf ormation. •» 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: Esgil staff did not advise the applicant contact person that plan check has been completed. I I Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: Telephone # REMARKS: By; y££> ug^TVl Enclosures:ESGIL CORPORATION DGA DCM JURISDICTION: PLAN CHECK NO :. PROJECT ADDRESS . TO: Date plans received by plan checker:. .Date plan recheck completed; v ^-v 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: 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. 3.) 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 of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 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 8. (c)£>f fafi J>UJB>L£E>eTf>rtL, Form No. RPCS.41290 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 __ DATE- - APPLICANT sJURISDICTION: CARLSBAD -f QFILE COPY PLAN CHECK NO: ^? ' 6/7 _ SET; H _ ,-,,/- ["DESIGNER PROJECT ADDRESS: / ^ V <-YtJTH-f A PROJECT NAME : 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 I _ ) with the jurisdiction1 s -building codes when minor deficien- cies identified _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. eThe check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. JI The applicant's copy of the check list has been sent to: |^j Esgil staff did not advise the applicant contact person that plan check has been completed. j "I Esgil staff did advise applicant that the plan check has — been completed. Person contacted: __ Date contacted: Telephone REMARKS: By : I> "l-€fl/\ Enclosures: ESGIL CORPORATION DGA D CM PLAN CHECK NO:FOREWORD: PLEASE READ JURISDICTION; CITY OF CARLSBAD TO: ENCLOSURES: PROJECT ADDRESS: FLOOR AREA:_ STORIES: HEIGHT: REMARKS: PLAN CORK1SUU.ON SHKKT CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state 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 Ik and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 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 recheek process, note on this list (or a copy) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. Date plans received by Esgil Corporation: Date initial plan check completed: By: Applicant contact person: Te1ephone:_ NOTE: PAGE NUMBERS 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) / /• Please nake all corrections on the original tracings and submit tvo 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 tvo 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 nust 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 vood frane 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 dvelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply vith Title 24 and 1988 UBC, UMC and UPC and 1990 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance fron property proposed building. Section 302(d). lines to Show on the title sheet all structures, pools, vails, 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 lover le\el is a basenent or a story, based on the definitions in Sections 403 and 420. Plot the fini-.h grade (as defined) on the elevations and d unension the distance to the floor above, for story determination. '12.J On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that s»hovn below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the folloving checked items vill 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 FIRS PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 7/9/91 f 1- /* 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 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector: af. Centrally located - in corridor or area giving access to sleeping rooms. A>^ On each story. o. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. 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 existine bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL KHXJlKtMEHTS 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 f- f 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 v.all 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 vent:lation 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 roomj> if required openable windows are not provided. Section l'>05 (c). Note that the discharge point for exhaust air will 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 minunum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 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. 10/2/91 /, 3*. f f 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. Provide details of the assemblies. 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. Dwellings used for daycare for 7 to 12 children shall comply vith the special requirements in Chapter 12 of Title 24. STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section V&TML AT" Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 (b), (c) and (p). Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 6'-8". Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: d. Provide handrail for stairways with 4 or ' more risers. Handrail shall be 34" to nosing of treads. 38" above the a. The handgrip portion of handrail shall be ' not less than 1 1/2", nor more 1-han 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). An interior door may open invard 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 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. 10/2/91 Provide spiral 3306 (f): stairway details, per Section t f fI' /- / Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 8 inches 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 vhen the area served is greater than 400 sq. ft. Section 3306 (f). f2. 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 setba^l from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOMHlT Specify roof slope. 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 »•«•? slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. f ff f OfO . f Provide skylight details to show <ompliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least k 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). MASONRY 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 2U. Show floor and roof Connections to masonry walls. Connection shal:~ 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 walls and ceiling common to the dwelling. Table 5-B, Section 503 (d).t- f All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 'j03 (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. 12/18/90 f. f 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 3304 (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 REQUIREMEHTS 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). T! 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: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 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 (when required by the soil report). The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prsor to the contractor requesting a Building Department foundation inspection, the soi\s 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 vith the intent of the soils report". 3. Show height of all foundation walls. Chapter 23. 84. Show height of retained earth on all I foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 36. Note on plans that wood shall V.e 6" minimum / above finish grade. Section 2907 -(a). 87. Note on plans that surface water will drain [ away from building ajid show drainage pattern and key elevations. Section 2905 (f). 88. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported-"' Stemwall Width Depth Th ickness 6" 8" 10" 12" 15" 18" 12" 18" 24" 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). f 2/13/90 37 If required, show size, embedment.and location of hold down anchors ~"on" foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors oust be tied in place prior to foundation inspection. Section 305 (e) 1, Show adequate footings under all bearing vails and shear vails. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1.10. Section 2907 (c). Show minimum 18" clearance fron grade to bottom of floor joists and ninimum 12" clearance to bottom of girders. Section 2516 (c) 2 Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). of 18" x 24". 100. t 102. 103 104. 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 %entilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAMING Show vail bracing. Every exterior wood stud vail and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 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 vail, or provide design. Section 2517(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior vails. Section 2517 (d) 3, 2517 (h) 6. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, vails or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, vhere rafters and celling 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 vith nininun 48" lap splice. Section 2517 (g) 2. Show nailing 25-Q. will be in conpliance viUi Table Show or note fire stops at the following locations per Section 2516 (f): In concealed spaces of stud vails and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the vail; 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 betveen studs along and inline with the run of stairs if the vails 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 noncoobustible materials. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with vails separating units and separating units from common areas. Show stud size and spacing. Maximum allowable stud heights: Bearing vail: 2 x4 and 2x6 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. 7/6/91 '/'• 116. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear v,alls. Section 2513. Specify nail size and spacing for all shear vails, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 1, J, K and Section A71A (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). 1*6. Provide roof framing plan and floor framing plan. Section 302 (d). 119. lio. Provide framing sections through Section 302 (d). lal. Specify all header sizes for opening over A1 / wide. Section 2517 (g) 5. /122. Provide calculations for main vertical and / horizontal framing members and post footings. Section 302 (b). 123. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section1 302 (b). 12ft. In Seismic Zones 3 and A, the allowable shear / wall values for dryvall in Table 47-1 must be ( reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 12J5. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 127. Columns and posts located on conciete ormasonry floors or decks exposed to the weather or to vater splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts vhich they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) A. Show location of attic access size 22" x 30" Section 3205. life. 13-3. 135. 126. with mini mm Show draft separation for attic areas 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). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) A. Cripple wall studs exceeding A feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) A. 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. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail webs. 30" x 30" clearance through truss Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 7/5/91 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. MECHANICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1/9. Show the size, location and type of all heating f and cooling appliances or systems. 1/0. 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. 1M. Note on the plans that the FAU closet or alcove 7 must be 12 inches wider than the furnace or furnaces being installed. UMC Section 70**. 1/2. Show minimum 30" deep, unobstructed working ' space in front of furnace. Section 505, UMC. 143. 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 source of combustion Chapter 6, UMC. air to furnace, per •f 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. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I C.B.O. approval or Table 37-B. Note on the plans that approved spark arresters shall be installed on all chimneys. Section 3704(h), Title 24. Note on plan: Gas vents and non-combustible piping, in vails, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 137. Provide dryer vent to ' 1903 outside UMC, Section ELECTRICAL (NATIONAL ELECTRICAL CODEl All wiring shall Electrical Code. comply with the National Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is. over 200 amps, submit single line diagram, panel schedule and load calculations. Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". Note on the plans: "Lighting outlets controlled by a wall switch shall be provided in accordance with NEC Article 210-70". Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8". Note on the plans: "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. Note electrical system ground to be provided per NEC, Art. 250-80(a), 81(c). PLCMBCTG fUNIFOm FLUMBIHG CODE) Show v»ater heater sizeT type and location on plans. UPC, Section 1301. 10/2/91 Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion \>ater heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 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. New water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). NOISE INSOLATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) 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, orinsulated to maintain required sound transmission rating. Title 24. I/O. Provide insulation in walls and ceiling to / achieve STC of 50 between garage and living / area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION 171. Provide plans, calculations and worksheets to show compliance with current energy standards 172. 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 173 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R 174. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 175. 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. 176. 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. 177. Provide fluorescent general lighting in kitchen(s) per CAC, Tatle 24, 2-5352(J). CARLSBAD S.F.D. & DOPLEX SUPPLEMENT 1/78. Energy conservation design should be for Zone / 7. Floor drains policy). must have auto-prime (city For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the waterheater is in the one story garage cind directly below the most south facing roof (City Ordinance No. 8093). 1/17/92 10 1*5. 186, 188. Note "two 3/4" copper pipes must be installed to the roost convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar 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). 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). All structures require a .Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn'tapply- 19/0 • ,City Ordinance 9792 requires two parking spaces /unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 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 24 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. Only tank-type water closets that use an average of 1.6 gallon1; of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flusn or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. 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 aade to the plans not resulting from this correction list9 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 at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. . 2. 3. 1/17/92 11 AT A L^ UPU FT? /s Certificate of Compliance: Residential (Page 1 of 2)CF-1R ProJcttTlUe Dtl* Project Addrea DocumenUlJon Author Telephone Budding Permit f Chc<±edBy/Ditc Compliance Method (P»ct»ge, Point Syiieni or Ccraputir) Climate Zone Enforcanent Agency Uie Only GENERAL INFORMATION Total Conditioned Floor Area: Building Type (check one or more) Front Entry Orientation: Number of Dwelling Units: Floor Construction Type Infiltration Control: Single Family Mulu-Family (less than 4 stones) Multi-Family (4 or more stones) Hotel/Motel Addition Exisung-Plus-AddiDon North / East / South / West / All Orientations (circle one or more) Slab / Raised Floor (circle one or both) Standard/Tight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R-Value (tide, to garage, rypicd, etc ) Wall Wall Roof Roof Floor Floor Slab Edge.... GLAZING Glazing Orientation •Shading Devices Area Glass Type (single, double) Interior (roller blind, etc ) Exterior (shadescreen. etc ) Overhang Framing Type (yes/no) (meial/wood) Front.... ( ) Front.... ( ) Left ( ) Left ( ) Rear ( ) Rear.... ( ) Right... ( ) Right... ( ) Skylight Skylight THERMAL MASS Type/Covering Area (slab/exposed, ule, etc ) (si) Thickness (inches) Location/Description Qcitchen. baih. etc) Certificate of Compliance: Residential (Page 2 of 2)CF-1R Project Tllle DaU HVAC SYSTEMS Type (furnace, air conditioner, heal pump) Minimum Efficiency (SE.SEER.HSPF) Duct Location (atnc. etc ) Duct Output Manufacturer / Model # R-Value (Btuh) (or approved equal) Maximum Furnace Heating Output'Btuh HOT WATER SYSTEMS Tank Manufacturcr/Model # System Type (storage gas, etc) Capacity (or approved equal)Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the buildi ng When this, certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Name: Tide/Fimv _ Address: Telephone: Lie #. Building Owner Name: Tide/Firm: Address: Telephone: (signature) Documentation Author Name: Tide/Finn: Address: (date) Telephone: (signature) Enforcement Agency Name: Agency: Telephone: (date) (signature) Fotm Revised March 19SS (da*)(signature or stamp)(dale) THE FOLLOWING NOTES SPECIFYING MANDATORY REQUIREMENTS SHOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WTTHIH JOB SFECDPlCATION DOCUMENTS. MANDATORY ENERGY CONSERVATION KHAJmMEKTS OF THE STATS OF CALTFOKHIA (1) All heatirg, %entilating, air conditioning, and water heating equipment shall raeet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Concussion (2) A two stage thermostat, which controls the supplementary heat on its second sUage, shall be provided for heat punps (3) Theroostats shall be equipped with an automatic setback, which the building occupant can. prograa to automatically set back the thermostat tvice in 2k hours. (4) Equipment which requires preventive maintenance to naintain efficient operation shall be furnished with complete necessary maintenance information. (5) All gas-fired fan type central furnaces, gas-fired fan type v.all furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dacpers. (7) All transverse duct, plenun, and fitting joints shall be sealed with pressure sensitive tape or Elastic to prevent air loss and shall~be insulated to confora to the provisions of Section 1005 of the UMC, 1982 Edition. (8) A vapor barrier is required in climate zore 1, H», and 16. (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI ail infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripsed. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). (13) Lamps used in luainaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (14) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior vails, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion a:r intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with California Quality Standards. (17) The insulation, installer shall post, a signed certificate — Section. 276.. Insulation Certii icate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 2i», Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter U, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the mininua installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. ; Form ECH 3/5/86 DEVELOPMENTAL • ^^ • 1200 ELM AVENUE SERVICES wfyVJ CARLSBAD. CA 5(2009-1969 BUILDING DEPARTMENT vSiV 1618)435.5523XCTTMr ; Ct'tp of Cartebab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number i Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 Date: Prepared byt Jurisdiction CARI.SRAD VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK N0.__lf; BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION ^ixJ£u-j AJ6 ^MWiE, f/md &&u^. Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 23/2^ Lf~-2^O 5"7^ y>o VALUATION MULTIPLIER 7£ /? <^'S» /^ 7^ e § @ VALUE ib?m(s IS'LpO 3-73; V-3c 1 1 / ifywn Plan Check Fee $ COM HENTS- SHEET OF 12/87 123 S N R TDD C C C H H H E E E C C C K lf If. IN IN. 0DD •—1'—I an ana ana BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 4-2-42. L K PLANCHECK NO. rih°CZ'Q£x\ * i5&4 CYVm-Y\A 23iz ^4 teasipp PROJECT ID: APH ^'fj&- - uru. K"Xb"2'5O-1 1 ITEM COMPLETE t ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. Project complies with all Engineering Conditions Approval for Project No. _ . of Project does not comply with the following Engineering Conditions of Approval for Project No. ____ * Conditions complied with by: Field Review Date:. I — II — I 7. Field review completed. No issues raised. ' — I' — '' — ' 8. Field review completed. The following issues or discrepancies with the site plan were found: ' — I' — ' ' — ' A. Site lacks adequate public improvements ' — 'I — I' — I B. Existing drainage improvements not shown or in conflict with site plan. I — I' — I' — I C. site is served by overhead power lines p \DOCS\MISFORMS\FRM0010 DH REV 02J77/91 '—' '—' '—' D. Grading is required to access site, create pad or provide for ultimate street improvement. '—' '—' '—' E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. nan F. Other: Dedication Requirements 1—' '—'9. No dedication required. —' '—' '—I 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-j" 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 follows: Dedication completed, Date By:. Improvement Requirements '—' '—' 11. No public improvements required. SPECIAL NOTE;: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. '—''—''—'l2. 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:. P \DOCS\HISfOWIS\MK0010.DH REV- 02/27/91 13. an 13a, ana 15. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By: Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, impor£, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineer ing Department. NOTE; The Grading Permit must be issued and grading substantially complete and found acceptable to the Citv Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date:..by:. Miscellaneous Permits an nan an 16, 17, 18 19 Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: s MOST tS A \n /-Jiv 6?iW«v!r <* i<->•• Sewer Permit is not required. Sewer Permit is required. A sever 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. P \DOCS\mSFORNS\FIW0010.DN REV. 02/27/91 ' — ' ' — ' ' — ' 21. Industrial Waste Permit is required. Applicant i&ust complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date : _ By : _ _ Fees Required D NA 27. Park-in-Lieu Fee Quadrant: _ Fee per Unit: Total Fees: 23. Traffic impact #.<***' h _* LJ "*n ~~"i /*** / I sv\ ~*t //"A **'Fee Per Unit: &>liO-/LirnT Total Fee; oP / (O- 24- Bridge and Thorough fare Fee Fee Per Unit: _ Total Fee: 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: _ Fee: 27. Sewer Fees Permit No.^QD EDU's IXItelO * Benefit Area: _ Fee; 28. Sewer Lateral Required: Fee: _ D 29. REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY f? ^i/afu / wfccsrv&LU DATE : 4 ' P \OOCS\NISFORMS\FRM0010.0M *&• 02/27/91 a a aaoo PLANNING CHECKLIST Plan Check No. f2-3/7 Address Planner /4»«J £tW —Phone 438-1 16! ext. (Name) - 7/APN: Type of Project and Use Zone r~-"i _ Facihties Management Zone / Legend U U U IIIa a a 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 D Discretionary Action Required: YES NO CK TYPE DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Ellin California Coastal Commission Permit Required: YES NO ><L |i DATE OF APPROVAL: j San Diego Coast District, 31.11 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ; Landscape Plan Required. YES NO ^ See attached submit tal requirements for landscape plans Site Plan: n Zoning- 1. 2. 3 4 Provide a fully dimensioned site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width and dimensioned setbacks Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and dnveway. Provide legal description of property Provide assessor's parcel number. /Q[FD/ H^D Dtzfn Crany^^/r wvfa^ — -^ 1 Setbacks- •^ Front: "•""Int. Side. Street Side- "^Rear: 2 Lot coverage- 3. Height: 4. Parking: : / ^^Iditional Comments ^L/~Ruc. £-•<?<« Required Requked Required Required Required Required Spaces Requked Guest Spaces Required , CvfbcT^. } f f ^f S*A f~r1ft r^n J-" /* <LA 68" S#<?c/C.l> l*Al/&- 2e? ' Z£>' Shown ~Z&' 7- f ' Shown •&**"' 7 £ " •& — Shown tf- 1 y^ Shown -6^ r"--T& <~-yo%> Shown (</•!% &<? ' Shown Zf ' 2— Shown 2~ Shown 5«*-5-. PfhP&^rv t-^ff"ii f_U_I 1^ . /2 r^ O "^^*» OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA 92009 PROJECT /- A / * i >} 1 JOB & frai REV SHEE' -37 ,- £ s ( £~ // v A Ovr, Wa// 7 ^ 3 ( &1 r?4rt,t,anj JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT Ml*!JOB . REV /SHEE ? W <*<'-' s Z-) £~ £>t/fS~?~<Xrt' $L*-~/S— & & v ^ 2.00" ^\tf£>2A^. I jT V-i—^1 JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT e. w.s JOB .T-/5- A/ewREV £- 2 A SHEET 2. 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LL 2 Z. ? 2 JOB REV A-\ SHEET Rco-f Z N-S Let 3h<s<r 7h i r^a 2 Z D.L -- / * L L - 40 Ft ->a ** *?** / 47 \ JACK N. SPARLING 'STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT JOB REV SHEETI A-, f 0 £rv..V~,,,s- '8 A-/3 /CV xy» <^/x 1- 140* '- /So .JACK N. SPARLING 'STRUCTURAL ENGINEER CARLSBAD. CA. 92009 PROJECT joe RiV A 4- tut IT A-4 A I ll 11 »f 7.11 r * "• * 4.5 t'r T 'f. « ,5 - - / 7 5 S -7ot r><f,/j JACK N. SPARLING 'STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJCCT JOB REV.SHE IT] JACK N. SPARLING 'STRUCTURAL ENGINEER CARI4BAD. CA. 92009 PROJECT //; jot HIV.SHICT t A-*} I;^^"~-^; OB ^ IV* V - i A- l"*/3 - & OO* (A- 2 * ok \ JACK^J. SPARLING STRUCTURAL ENGINEER CARLSBAD. CA 82009 PftOJf CT Mt?J-hews^"^ &*m<m& •<*>** /w /// i i JOB 1 jfl - 7 1\" • 1, -•* ^'^^M^MlMv RfV. 1 SMI IT] /4- 7 A i ^TO I 4 I ^5 ^_r.4 **"'/y-390 7* 2 ~ i JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 02009 PROJECT JOB RiV. / A-S •»" I• NUT A- SA g /8o Pi /J- 0 L 370 '* /9o ' £ 6 _Dt, ' SQ 7* A- 8 c r- f (- t 3' P,t DL -. loo vu */*. 3 JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT M«f he WsS" fo /// JOB REV. *-1 1 * - - ' 1 SHEET! Vz:-at »* - <?£> » O.L. 130* (A-tA) J " 424. ^Bi / O - tio .^ "23 = «7/' 64-4-0 /J//30 » 5 = JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT | "Hi te* -., *^ JJJH RIV. £-/0| '"• w^jp^B^^^^^^^^^H •MliTl A- JO <T/f A / O D A+ *L. ttMm.' fS$"w 10 4-* 24-3 +0 2O •=• <9Z 1,5 ~ Jolo JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT tYI&j-h ews i W /n JOB REV. A-n\ %* > . r^H SHEET! A-// A L/ 110 /<? f I.StVJS ( fiS'So 0^ / 31A& - 20.&o} ( *y& A- Lei 2. ~ +2.0* A- /ID = 720 -? 640 3 3* 2 20 /^ u><*r, / O - JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT M IIIton niv. *~'* SHiiT] A /2A -n *. 4-0 c? ^rf / i r, ^TLTJ FLOOR 4 L0WER ROOF JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT /V7 // / JOB REV SHEET ~ ZA & e; * .// e-f t* *?r* Q g DULL */ 3ZO = 64 10 \ I «*• 9 ' - z r / J r 52. 3d 39 "* _-i- JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA 92009 PROJECT i\'i 11)JOB REV. 6-3 SHEET B-Jots t Ma*t?' *. 46 42.0 SO^n £-30 B- 2 »<* /"/ - Sgot •240- 4- -*<* \ 2 . ICSo ^tSo Us* Z5 C/ 5 80 10 2.40 56 40 75 10 IZO JACK N. SKAHLINU STRUCTURAL ENGINEER CARLSBAD, CA. 92009 r n u J fe /• '/ * • * JOB MEV SHEET , V? £r-< V- 610 -. /So' ,T, 60 I]** 2l ,~ 47** L - tiff 330* lo LO SO * /J 20* (D L ^ ?;<?*) 2ft /2 14. 71 S 1 14- \ JACK N. SPARLING 'STRUCTURAL ENGINEER CARLSBAD, CA 92009 r n u J c l, i JOB REV.SHEET : -x ;=•„cpet JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 02009 PROJECT ' W S -6 A H*tr W-/I f ,<-<>< '**• U.D %- 4 70* J-i!' 2.3 2 * ' 4. ft,tlo Ho - 140 tio To 7 O f 4*8 -»'-v »'•"' i . c-'.-cL__f . -I'"' - >II-*-.,&'^L Mpi A + <4.$iuJ , >«*5A »'fa- ii//»* ;£*«/•••£*"** F ^ 1 '\~/< >N ! *t ! tS^i I « o .; v» w i • ii VJl i \ ^ N. >• 'I 'I> $\\ I- I i^ *-*" Sa! i1 ., *??. e>\ gWl^-jeL-rSLlti L_JV I • -,'.A- ' LerV-*—sc-1 - + • - f- '- H-0ZA. •• c- I -' I •'•••••••'•. *J .^(;o'. Wu.- '...' '-«-'' JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD. CA. 92009 PROJECT niv •MtJT jLJUJUJt ZTfE 1?LWD. -^M SAR .\VALL JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA 92009 PROJECT REV SHUT ^EE TABLE STRUCT X. PLYVP. JACK N. SPARLING .STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT M///J0« MIV.SHUT •tt A/- 5 ••*' me* i . 77.1 . 8 *S. / JL? *•/* * . / 75 ' !(.**. .5 ' //.+f I us 20 - To* \\t IT* — JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT /CJ II)' RCV.SHUT » c-f 0** L 7/0 3-4 A SA £. <5 /y, (S) 212O is To V 2 A 7''90 ok JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 FROJtCT A//// NEV.»MltT 10 A/-S //& *o ,2. f t V •* 1 //.S*//*- 4*7 [A' I 2J2*>* I 31 tt>1 tf 442.* <}' 2. 6 So Fl Z "?-- 4 7g>y . ^ //. V T" r~C/n it ts ff r \ 7 A . / .- JACK N. SPARLING •STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT /// JOS MEV.SHUT /O 5f s * 7 * J Jj'rf 7.* 0 JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJiCT inJOB RIV. £-/ SHUT *I 2.0 3.5 a I -f IO4C 4-"-=. 7,5 '2 6 * *<50 \ /- /-, ^ L A it) '"ryr JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92000 PROJECT JOB MEV.SHUT MD2A 4J f^^-. Lt^r'.. 2- 5O 5So -'f''' *r H-3 no's r 'I P*n '/* A C» ' £<?& •//<*„** s '. *^t"'^=F=,a -/ ---"" i >J^. ' >' JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT REV.SHUT i I (e-t) 4" 7 * ' 7 ' = 2-00 /, ft 2030*ZA 4 "4 v.L 3.5 fi | J.J.S*it* 1010 1570 7& L,*1 - \r 1 <r 7 S2 / /"• - I- fi£7fi a-f LS ,"«< I *•Nz JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD. CA. 92009 PROJECT m JOB REV.SHUT t i • 7' * S3 ". J3?S - X? ' Z. & 7 *" _ - _ 7- I fO * t/.8 *?,, n' ^ //,<?%• tt* '<' 4*0 304* __ _ _ _ ^f . __/r _^ \ MX IO - •- 337 <f = r^, x- A /ZN -, ".- C '<- 32.0 /// 7 JACK N. SPARLING •STRUCTURAL ENGINEER CARLSBAD. CA. 92009 PROJECT Mill JOB REV.SHEET 2.r>, el /</ 2100 % S /32 " f 2/ o •* ^t &lo (Ta ( 'S» r 2^/^ lot" f * /<?/<? '- /j-o = / 1O 60 JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT JOB REV.SHEITT o-f 7 5 3s 7 3 lo 0-4-8 2-0 HP /// /"- / I -' I - ' •. *-4_ .... 'feVer. W ^ * -. '-^ L ' z»*-S 1 '. JACK N. SPARLING ^STRUCTURAL ENGINEER CARLSBAD, CA. 92009 PROJECT A? /// JOB REV.8HEIT F"J Jo i ft ~ 3A ff' - 2 B Sp a n 7 V- 10 V~ &H Engineering, Inc. CML ENOWEEHWG • LAMD SURVEHNQeMomeoHNO DAM MANAGEMENT* CONVERSION O1& • MAP/PUN/DOCUMENT SCANNING CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 Mr. & Mrs. Mathews 724 Anchor Way Carlsbad, CA. 92008 Subject: Preliminary Soils Engineering Investigation for the proposed Single Family Residence located on Cynthia Lane Carlsbad, CA. (Parcel 2 of PM 15619) Dear Mr. & Mrs Mathews: Pursuant to your request, a Preliminary Soils Engineering Investigation was performed at the subject site. The purpose of the Investigation was to determine the general engineering characteristics of the soils on underlying the site and to provide specific recommendations for the design of foundations and retaining structures, slab-on-grade floors and site earthwork. The proposed development consists of grading of a pad to support a stucco/block/wood frame house. Normal cut and fill grading techniques will be employed to develop the site to the designed elevations. SITE CONDITIONS The subject site is located approximately 0.1 mile East of the 1-5 Freeway on the North side of Cynthia Lane in the City of Carlsbad. The site topography consists of a gently sloping lot at an average of approximately 2% to the South, with a small cut slope along the Southerly property boundary. The lot is currently covered with rows of vegetation to be removed prior to grading. -1- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 61 K Engineering, inc. OWL ENOWEEWNO • LAMP SURVEVWQ ENGMEEHMO MTA UANMEUBtT t CONVERSION QJ.& • IMP/PLAN/DOCUMENT SCMNMNO CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 FIELD AND LABORATORY TESTING On 4 February 1992, a Field Investigation was performed at the subject site. This investigation consisted of the excavation of one test pit excavated by hand. Location of this test hole with respect to the project site is shown on the Plot Plan, Enclosure (1). As the test pits were advanced, the soils were visually classified by the Field Engineer. Undisturbed and bulk samples, as well as in-place density tests, were obtained at various depths representative of the different soils horizons. All samples were returned to our laboratory for detailed testing. Results of the in-place compaction tests, the Maximum Dry Density Test values for the various soils sampled and the Expansion Potential Test results are presented on Enclosure (3). These materials were also tested for Shearing Strength, Enclosure (4). Shear tests were made with a direct shear machine of the strain control type in which the rate of strain is 0.05 inches per minute. The machine is so designed that tests may be performed ensuring a minimum of disturbance from the field conditions. Saturated, remolded specimens were subjected to shear under various normal loads. Expansion tests were performed on typical specimens of natural soils. These tests were performed in accordance with the procedures outlined in U.B.C. Standard 29-2. -2- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 K Engineering, inc. CML eNONEEHWG • UWO SURVEVM8 ENQMEERING OAT* UANMBtBfTt CONVERSION QJ.S. • UAP/PUW/DOCUUENTSCANMNQ CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 SOIL CONDITIONS As indicated by our Test Pit Logs, the natural portion of the lot is overlain with approximately 12 inches of porous, dry, loose, silty SAND (Topsoil). Underlying the topsoil material is a dry to damp, loose to dense silty SAND (Terrace Deposits). Relative compaction of the Terrace Deposits appeared to increase with depth. GEOLOGICAL HAZARDS The geologic hazards at the site are earthquake effects generated by fault movements. These effects include ground shaking, seismic settlement, differential compaction of loose soils, and ground lurching. The distance from a major active fault decreases the risk from these hazards at this site. No faults have been identified within the site. STABILITY The relatively dense nature of the slopes within the site and the nature of the material underlying the site generally preclude the occurrence of major landslide conditions. The area surrounding the site is not known to be within an area of ground subsidence. The site surface materials consist of silty/sandy soils that are relatively dense in their dry state. These materials are susceptible to erosion. Drainage control is essential to maintain the stability of any planned slopes or slope areas. — 3 — 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 U&U Engineering, inc. CML ENOJNEERWO • LAND SURVEVMO eMQWEERWQ DATA MANAGEMENT* CONVERSION QJ.S. • UAPtPUWDOOMBKT SCANNING CLIENT: MATHEWS PROJECT: MAT!92 DATE: 7 FEB. 1992 CONCLUSIONS AND RECOMMENDATIONS Based on field data and our laboratory tests results, the following Conclusions and Recommendations are presented and are to be utilized in conjunction with the Grading and Building Plans: All grading shall be performed in accordance with the applicable recommended grading specifications contained in this report and the City of Carlsbad Grading Ordinance. On the basis of our investigation, development of the site as proposed is considered feasible from a soils engineering standpoint provided that the recommendations stated herein are incorporated in the design of foundation systems and are implemented in the field. Site preparation should begin with the removal of any trash, debris, and other deleterious matter. These materials, as well as vegetative matter, are not suitable for use in structural fills and should be exported from the site. Also, any subsurface structures such as cesspools, wells, or abandoned pipelines, which are uncovered during the grading operation, shall be removed or backfilled in accordance with the requirements of the City of Carlsbad. All on-site earth materials are considered suitable for use as compacted fills:; however, the existing loose Topsoil occurring throughout the project site shall be over-excavated and -4- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 tt&K Engineering, inc. CML ENQMEERNQ • UNO SURVEYWQ EMOMEERWQ DATA MANAOEUBfTt CONVERSION (US • UAP/PUWOOCUUENT SCANNNO CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 recompacted to a minimum depth of 1.0 feet or to an elevation where firm natural ground soils are encountered. The limits of over-excavation and recompaction shall extend 5 feet outside of the perimeter footings, as well as all slab areas (ie: garage slab area). The exposed ground surface, after over-excavation, shall be scarified to a depth of 12 inches and recompacted to 90% relative compaction. Structural fill should then be placed and compacted in thin layers (5 inches or less) until final elevations are reached. All structural fill shall be compacted to at least 90% of maximum dry density at near optimum moisture content as determined in accordance with ASTM Test Procedure D 1557-78 or equivalent. The presence of goundwater is not anticipated to be a factor in site planning. As an alternative to the above mentioned over-excavation operation, the owner may elect to deepen the house footings through the loose topsoil. Foundations shall extend the proper depth and width into firm natural soils having a relative compaction of 90% or greater. This would result in footings ranging in depths of approximately 24 inches for a single story house and 30 inches for a two story. These depths are appropriate after the removal of the upper 6 inches of organically rich topsoil and shall be verified for proper embedment prior to placing concrete. -5- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-&S9 if Engineering, inc. CML ENQMEERMa • LAND SURVEY1NQ BtXNBEHNO MTA UAHMBfNT » CONVERSION OJ& • UAPtflMVOOCUUEHT SCMNNNQ CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 All grading and/or foundation plans shall be reviewed by the Soil Engineer. FOUNDATIONS The proposed structure for this project can be supported by conventional, isolated, and/or continuous spread footings. The recommended allowable bearing value is 1700 psf. This value is for dead plus live loads and may be increased by one-third (1/3) for seismic and wind loads where allowed by code. This design bearing value is in accordance with the Uniform Building Code and was calculated based on Terzaghis' Formula. In general, the on-site surface materials were found to have a very low expansion potential according to Table 29-C of the Uniform Building Code. Therefore, no special additional foundation recommendations are considered necessary. Foundations shall be sized and constructed in accordance with the Structural Engineer's design, based on the above bearing value, the expected live and dead loads, and the projected wind and seismic loads. We anticipate utilizing only minimum foundation sizes: ie: 12"d x 12"w for a single story structure and 18"d x 15"w for a two story." if the over-excavation method of soil preparation is utilized. If imported soil materials are used during grading to bring the building pad to the design elevations, foundation and slab design shall be reevaluated by our firm upon the completion of the rough grading operation. -6- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 K Kuyinceriny, inc. CML ENQNBERMQ • LAND SURVEYING GMOMEEMNQ DATA MANAGEMENT t CONVERSION QJ.S. • MAP/PLAWOOCUMENTSCANMNQ CLIENT: MATHEWS PROJECT: MATI92 DATE: 7 FEB. 1992 All concrete slabs shall be minimum of four inches in thickness and reinforced with a minimum of No. 10, 6" x 6", welded wire mesh. In order to minimize vapor transmission, an impermeable membrane (ie: visqueen) shall be placed over the native non-expansive soil. The membrane shall be covered with two inches of sand to protect it during construction and the sand should be lightly moistened just prior to placing concrete. All concrete used on this project shall have a minimum compressive strength of 2000 psi unless otherwise stated on the Grading Plan. Footings located on or adjacent to the top of slopes shall be extended to a sufficient depth to provide a minimum horizontal distance of 5.0 feet between the bottom edge of the footing and the face of the slope. LATERAL LOAD PARAMETER The lateral load parameters to be used in the design of the foundations and any retaining and restraining walls (using level backfills) are derived from the friction angle, &, obtained from the direct shear test from Test Pit #1 at a depth of 24 inches using the following formulas: A. Active Pressure Coefficient, Ka = 1-sin Jtf = 0.32 1+sin 0 B. Passive Pressure Coefficient, Kp = 1/Ka = 3.12 C. At Rest Pressure Coefficient, Ko = 1-sin f& = 0.48 -7- 5933 SEA UON PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 , Inc. OWL ENOtNEEHNO • LAND SURVEYING BUQMEEHMG DATA MANAGEMENT « CONVERSION QJ.S. • UAP/PUW/OOCUMENT SCANNING CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 The equivalent fluid pressures are obtained by the formulas: Active Pressure: z Ka # = 0.32 x 130.0 = 42 psf Passive Pressure: z Kp X = 3.12 x 130.0 = 406 psf Pressure at Rest: z Ko £ = 0.48 x 130.0 = 62 psf Applicable where & = wet density (130.0 psf), 0 = 31° , and z=l' RETAINING WALLS An equivalent fluid pressure of thirty (30) pounds per cubic foot may be used for design of retaining walls. These figures are based on a drained condition and use of level granular backfill. If native soils are used as backfill, the equivalent fluid pressure will be forty two (42) pounds per cubic foot. BACKFILL If excavations are made by sloping or over-cutting, it will be necessary to place backfill behind the retaining walls after completion of the structure. Backfill soil should be granular in nature and free of organic matter and debris. All backfill should be placed after inspection has been made of the bottom of the excavation and the installation of the subdrain behind the wall. Form lumber and other debris shall not be permitted at the base of the backfill. All backfill should be compacted to 90% of the Laboratory Standard. In some areas where the walls approach the excavated embankment, it may prove economical to place gravel rather than soil for backfill. -8- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 ll&lf Engineering, inc. CM. EN8MEERWG • LAND SURVEVMB SNOWEBniM8 OA7X UAAMGSWW* CONVERSION CU& • UAP/PUWOOCUM6WT SCANMNQ CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 LIMITATIONS AND UNIFORMITY OF CONDITIONS The analysis and recommendations submitted in this Report are based in part upon the data obtained from the test pit excavations performed on the site and our experience and judgement. The nature and extent of variations between the test pits may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this Report. Findings of the Report are valid as of this date; however, changes in conditions of a property can occur with passage of time whether they be due to natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to review and should not be relied upon after a period of three years. In the event that any changes in the nature, design or locations of buildings are planned, the conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and conclusions of this Report modified or verified in writing. This Report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are called to the attention of the Architect and Engineer for the -9- 5933 SEAL/ON PLACE, SUITE 100, CARLSBAD, CA 92006 619-431-8213 FAX 619-431-6959 ifit.mfKiiyiuccrimj, inc. CML ENQNBERMG • IAND SURVEVWQ BWOMBWMQ DATA UWMOBUEMT « CONVERSION GU& • MAP/PUWOOCUUBtr SCANNMO CLIENT: MATHEWS PROJECT: MAT192 DATE: 7 FEB. 1992 project and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties either expressed or implied are made as to the professional advice provided under the terms of this agreement, and included in the Report. It is recommended that the Soil Engineer be provided the opportunity for a general review of the final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. (If the Soil Engineer is not accorded the privilege of making this recommended review, he can assume no responsibility for misinterpretation of his recommendations). B & B Engineering, Inc. appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact our office. Sincerely, < Beard RCE RQE RGE ACB/DPB/emb -10- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 I (I OF V&SIT/X1A.TIOJ Y u 1 j 1 !j x^TP-l r~ Y ^ 1 'P jslOT TO SCAt-6 T R I A, APPROXIMATE LOCATION OF FIELD EXPLORATORY TEST PIT PLOT PLAN OWNER: Mfc ^ MK LOCATION: A.P.N.: PCL 2 OF PROJECT: MM" 2^2. DATE: FEf> &K Kiiyiiiccring, inc. CIVIL, OEOTECHN/CAC < OUMJTYeN&NEBtt STRUCTURAL eMQINEEHNQ • UNOSUUVEMWO . PERCOLATION » SOIL TESTING • CONSTRUCTION MANAGEMENT t INSPECTION 5933 SEA UON PLACE, SUITE 100, CARLSBAD. CA 92006 619-431-8213 if Engineering, inc. EXCAVATED : 2-4 - CML, GEOTECHNICAL. t QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LANOSURVEYINQ • PERCOLATION « SOIL TESTING • CONSTRUCTION MANAGEMENT t INSPECTION 5933 SEA UON PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 LOG OF TEST PITS Bnohhoe PIT DIMENSIONS IN FEET W 24 L 3fe" D TP' 1 SURFACE ELEVATION IN FEET DATUM Mean Sea Level GEOLOGICAL CLASSIFICATION DESCRIPTION ToPSOlL, *TFt? f7/\^C nP*0/TClTCi *•- iCiC/-* -»w *xC-rU>i v w ELEVATIONIN FEEToz 5 10 IS SYMBOLSAMM.ess' ENGINEERING CLASSIFICATION AND DESCRIPTION SAMO CSM) POROUS , so^e V BOOT^ j Kol^T . LOoS£\ ' / y MOIST, LOO%<£ TO seNse eoTTOfA OF TEST PIT £ &•" TEST DATA "«Der0 PIT DIMENSIONS IN FEET W SURFACE ELEVATION IN FEET 10 CLIENT: * Ttst NO. Z _3 Ttst Date *A/92- i' fT\t 5933 S tATWCvMS Ttst Location TP-l u Ttst El /Depth a" tf&tfEiiyiueeriiig, inc. CIVIL, OEOTECHNICAL. I QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LANDSURVEYINO • PERCOLATION t SOIL TESTING • CONSTRUCTION MANAGEMENT I INSPECTION >EA LION PLACE. SUITE 100. CARLSBAD, CA 92008 619-431-8213 PROJECT: I*M"£?2 WTE: F&6 ^6*2- Soli Typt A B Dry Density, pcf Field Ml.* 111.4 m,z Maximum 128-5 120.0 130.0 Moisture. % Field 10,0 COMPACTION CURVE DATA SOIL TYPE AND DESCRIPTION B, TAfJ- 0£AM<s»e 5lU"W SAND (Q-t^ .. EX PANlS \orvJ IMPS/. : 5 v/ei EXPANSION POTENTIAL 21 51 91 131 Opt. 9.S Rtlattvt Compaction K Rtttst NO. OPTIMUM MAXIMUM .DRY MOISTURE % DENSITY (pcf) 9.S 12S.S 9O I3O-0 - 20 » Very Low - 50 - Low - 90 = Moderate -130 - High -above»Critical 1 EXPANSION AND COMPACTION TEST DATA 1 NCLOSURE (3) 2000 2 1600 I-ozkle 1200 H (0 CD Z E < 800hJXCO 400 31' 400 800 1200 1600 NORMAL LOAD (PSF) 2000 SOIL TYPE .,StLTv/ 5ANQ 7 ^a 2 t_ X BORING NO. (BN) TP-l DEPTH (ft) 2.0 MOISTURE (%) 12.8 COHESION (PSF) SO ANGLE OF . FRICTION (•) 31 K Engineering, inc. CML. OEOTECHNICAL. t QUALITY ENOMEERS SmUCTtffUt EMO/NEEWMO • LAND SURVEYING • PERCOLATION « SO/t TESTIMO • CONSTRUCTION MANAOCMENTI INSPECTION SHEARING STRENGTH TEST (4) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title Mathews Residence Project Address Gregory Lane Carlsbad Documentation Author... Michael Dell Company Dellco Telephone <619) 940-0064 Page 1 CF-1R Date 03/16/92 Bu 11 d i ng Per mi t # Plan Check / Date F:Tefd~ChecSk7~DateCompliance Method MICROPAS3 by Enercomp, Inc. C] imate Zone 7 ! MICROPAS3 v3.Ol Fi1e-MTHWSFL Weather--CTZ07 Program-FORM CF-1R ! Usertf-MPlOSi User-DelIco Run-mthws GENERAL CNFORMATION Conditioned Floor Area Building Type Building Front Orientation. Number of Dwelling Units... Number of Stories Floor Construction Type.... Inf11tration Control 2312 sf Single Fanru 1 y Front Facing 1 2 Raised Floor Standard Detached ISO deg <S> BUILDING SHELL INSULATION Component Type Wall Roof FloorExt F1 oar Door Insul R-val ue R-ll R-19 R-ll R--11 R--0 Location/Comments raised Fl. crawl space sol i d wood gar GLAZING 61azing Orlentation Area # of Interior <<=f) Panes Shading Window Window Window Wi ndow Window Window Window Window Wi ndow Wi ndow Door Window Window Door Window Window Door Door Wi ndow Front Front Right Front Front Front Rj ght Front Lef t Left Left Left Left Left Back Back Back Right Right <S) <SW) <SE) <S) (S> <SW) <SE> (S) (W) (NW) (W) (W) <NW) <w> (N) <NE) <N^ <E> (E) 17 24 24 48 36 16 16 38 24 24 48 59 54 48 1 30 38 24 24 47 1 *~\JL~ f",£_ f-1 .*_ *~\ A. 2 r-j O /-> .A~ /-> A. 1 /~k wt. t-1 1 f~) r-tA. 1 1f\j± drapes drapes drapes drapes drapes drapes dr apes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes Exterior Shekel i ng None SOX bug scrn 5oX bug scrn 507. bug scrn SOX bug scrn 50% bug scrn T50"/. bug scrn None SOX bug scrn SOX bug scrn None 50'/. bug scrn SOX bug scrn None 5OX bug scrn SOX bug scrn Non e Bldg Shade SOX bug scrn Framing Overhang Type Yes Yes Yes Yes None None Non e None Yes Yes Yes None None None None None None None Yes Wood Wood Wood Wood Wood Wood Wood Wood Wood Wood None Wood Wood None Wood Wood None None CERTIFICATE OF COMPLIANCE: RES[DENTIAL Project Title Mathews Residence Page 2 CF-iR Date 03/16/92 ! MICROPAS3 v3.01 File-MTHWGFL Weather-CTZ07 Program-FORM CF-1R ! ! User ft-MF11051 User-DelIco Run-mthws ! GlAZing Orientation GLAZING Area tt of Interior Exterior (sf) Panes Shading Shading Franu ng Overhang Type Window Right (E)12 2 drapes 507. hug scrn None ASSUMED HVAC SYSTEMS Wood Assumed Duct Duct Assumed System Efficiency Location R-value Gas 0.720 SE Attic R-5.2 Air Conditioner 8.90 SEER Attic R-5.2 ACTUAL HVAC SYSTEMS Actual System Heating Cool ing Cooling Coil Actual Output Manufacturer and Model # Efficiency (Btuh) (or approved equal) 72.4 a i ooo BDP 394JAW04BOSO CEC Maximum Output for Gas Central Furnaces: 84072 Btuh WATER HEATING SYSTEMS System Type Meets CEC Minimum Tank Capacity Manufacturer and Model # (gal) <or approved equal) RHEEM 4W50 SPECIAL FEATURES/REMARKS Energy Credits None All windows are dual. Doors and <=i del i tes are single glazed HVAC Furnace eff. = .72 SE Condenser eff. =8.9 SEER HVAC equipment listed may be replaced by equipment having equal or greater efficiency CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title Mathews Residence Page 3 CF--1R Date O3/16/92 ! MICROPAS3 V3.01 File-MTHWSFL Weather-CTZ07 Program-FORM CF-1R ! ! User#-MP1031 User-Del]CD Run-mthws ! COMPLIANCE STATEMENT This certificate of compliance lists the building -features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 2O, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER OWNER Name.... Company. Address. Marty SI off 8< Associates Name.... Company. Address. Phone... Li cense. Signed _ <619) 724-7227 (date) DOCUMENTATION AUTHOR Phone. Signed (date) ENFORCEMENT AGENCY Name.... Company. Address. Phone... Signed Michael Dell Dellco 1629 York Drive Vista, CA 92084 (619) 940-OO64 Name... Title. . Agency. Phone.. Signed date)(date) COMPUTER METHOD SUMMARY Page 1 **i*~t Project Title Mat.hews Residence Date 03/16/92 Project Address Gregory Lane Carlsbad Documentation Author... Michael Dell Building Permit # Company Del 1 co Telephone (619) 940-0064 PI an Check / Date Compliance Method MICROPAS3 by Enercomp, Inc. Field Check/ Date Climate Zone........... 7 _————. ——— - ! MICROPAS3 v3.0t File-MTHWSFL Weather--CTZO7 Program-FORM C-2R ! User 8--MP1051 User-Del Ico Run-mthws MICROPAS3 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance = = (kBtu/sf-yrl Design Design Margin - = Space Heating 5.76 7.94 -2.18 - - Space Cooling 12.06 8.71 3.35 = = Water Heating 8.39 8.39 O. OO - Total 26.21 25.04 1.17 - *•*•* Building complies *** = GE NERAL INFORMAT ION Conditioned Floor Area 2312 sf Building Type Single Family Detached Building Front Orientation. Front Facing ISO deg (S> Number of Dwelling Units... 1 Number of- Bu11 d i ng St.or i es. 2 Weather Data Type ReducedYear Floor Construct i on Type.... Raised Floor- Number o-f Building Zones... 1 Conditioned Volume 21097 cf Footprint Area 1274 &f SI ab-Qn-Grade Area 0 sf Glazing Percentage 32.4 7. o-f FA Average Ceiling Height 9.1 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume tt of Thermostat Height Vent Area Zone Type itiorted (sf) (cf) Units Type (ft) (sf) HOUSE Resi clence Yes 21097 1.00 Setback 8.0 n/a COMPUTER METHOD SUMMARY Project Title .......... Mathews Re&idence Page Date C-2R 03/16/92 MICRQPAS3 v3.Ol Fi 1 e»M7HWSFL Weather --CTZ07 Program-FORM C---2R User#--MP105L IJ&er-Del Ico Run-mthws OPAQUE SURFACES Surface HOUSE 4 5 6 7 & 9 10 3 1 12 Wall Mall Wall Wall Wall Wall Wall Roo-F FloorExt Floor Door Door Surface HOUSE. 1 Window 2 Window 3 Window 4 Window 5 Window Window Window Window Window Window Wi ndow Door Window Window Window Window Door Window Window Window Window Door Wi ndow Window Window Window Door Window 6 7 a 9 1011 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 28 Area U-- In&ul < &-f ) val ue R--val 43'L 0.098 R-ll 16O O.O9S R--11 552 0.098 R-ll 27 0.098 R-ll 608 0.098 R-ll 625 O.O98 R-ll 9O 0.098 R-ll 2312 0.051. R--19 122 O.074 R-ll 1152 O.O50 R-ll 20 0.330 R--0 20 0.3; Area <&-f ) 17 24 24 48 16 16 16 38 20 24 24 48 36 16 16 7 48 24 24 24 72 24 14 14 14 2O 24 1 1 # o-f Panes 1 •~iJL. *"> £~ 2 *"> *"tA. *™i 2 i-~, &. f\-rC, t-\ 1 O.*• 2 PI--) JL. 1 2*-*.£*-*A*-ij*™i*™»ji 2 2 p 1 *"1JL, 3O R-0 Frame Type Wood Wood Wood Wood Wood Wood Wood Wood Wood Wood Wood None Wood Wood Wood Wood None Wood Wood Wood Wood None Wood Wood Wood Wood None Wood Act Solar Location/ Azmth Tilt Gains Comments 180 180 27O 270 360 90 90 O O 0 180 27O BLAZIN& Open Type F i x ed Hinged H3 nged Hinged Hinged Hi nqed Hi nged Hinged HJ nged Hinged Hinged Hinged Hi nged Hinged Hi nged Hinged Hi nged Hi nged Hi nged Hi nged Hi nged Hinged Hinged Hinged Hing€?d Hinged Hinged Hinged Form 3 Re-f erence 90 Yes 90 No 90 Yes 90 No 90 Yes 90 Yes 90 No 0 Yes «) No raised fl. gar 0 No crawl space 9O Yes solid wood 90 No sol i d wood SURFACES U- val ue i. 10 0.49 O.49 0.49 0.49 0.49 0.49 O.49 0.49 O.49 0.49 1. 10 0.49 O.49 0.49 0.49 1. 10 O.49 0.49 O.49 0.49 1.10 0.49 O.49 U.49 O.49 1.10 O.49 Act. A::mth 180 225 135 180 ISO 225 135 18O 180 27O 315 270 270 270 315 270 270 360 315 45 36O 36O 360 315 45 360 90 9O Tilt 90 90 9O 9O 90 90 9O 9O 9O 90 90 90 90 90 90 90 9O 9O 9O 90 90 90 90 9O 90 90 90 90 SC Gl ass Only 0.76 0.67 0.67 0.67 0.67 0.67 0.67 O.67 0.67 O.67 0.67 l.OO O.67 O.67 0.67 0.67 1 . 00 0.67 0.67 0.67 0.67 1 . 00 O.67 O.67 0.67 0.67 1 . 00 0.67 Interi or Shade Type drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes SC 61 SH- Shade 0.69 0.57 O.57 0.57 0.57 0.57 0.57 O.57 0.57 0.57 0.57 0.91 0.57 O.57 0.57 0.57 O.91 0.57 0.57 O.57 0.57 O.91 0.57 O.57 0.57 0.57 0.91 0.57 Page 3 C--2R Date 03/16/92 MICROPAS3 V3.01 FJle-MTHWSFL Weather-CTZ07 Program-FORM C-2R ! Usertt-MPlOSl User-DelIco Run-mthws ! COMPUTER METHOD SUMMARY Project Title Mathews Residence Surface 29 Window 30 Window Area # of Frame (sf) Panes Type 12 2 Wood 2 Wood GLAZING SURFACES SC Interior- Open U- Act Glass Shade Type value Azmth Tilt Only Type Hinged 0.49 Hinged 0.49 OVERHANGS 9O 90 0.67 drapes 9O 90 O.67 drapes SC Gls+ Shade 0.57 0.57 Surface HOUSE 1 Wind ow 2 Window 3 Window 4 Window 10 Window 11 Window 12 Door 28 Window 29 Window Area <sf ) 17 24 24 48 24 24 48 11 36 Window Overhang Height Length 8.0 6 . O 6.0 6.0 6.O 6.0 6.0 6.0 6.0 6.O 6.O 6.0 6.7 6.0 3.5 Q.O 6.O 6.O Overhang Height 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 O.5 EXTERIOR SHADING Sur face HOUSE 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 9 Window 10 Window t 1 Wi ndow 13 Window 14 Ws ndow 15 Window 16 Window 18 Window 19 Window 20 Window 21 Window 23 Window 24 Wj ndow 25 Window 26 Wj ndow 27 Door 28 W3 ndow Area <sf > 24 24 46 16 36 16 20 24 T4 36 16 16 7 24 24 24 72 14 14 14 2O 24 11 Shading Type SOX bug scrn 5U"/. bug scrn SOX bug sc.rn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug «scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn SOX bug scrn Bldg Shade SOX bug scrn SC of Ex t Shade 0.84 0.84 O.S4 0.84 O.84 0.84 0.84 O.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 O.E34 O.84 0.84 0.20 0.84 COMPUTER METHOD SUMMARY Page 4 C-2R Project Title Mathews Residence Date O3/16/92 ! MICROPAS3 v3.01 Fi le-M fHWSF-L Weather-CTZ07 Program-FORM C--2R ! ! User #--MP 1051 User-DelIco Run-mthws ! EXTERIOR SHADING Surface 29 Window 30 Window Area Shading (sf) Type 36 507. 1 2 5OV. bug scrn bug scrn SC oF Ext Shade 0.84 0.84 HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R-value Efficiency HOUSE Gas ".720 BE Attic R-5.2 O.890 Air Cond111oner 8.90 SEER Attic R-5.2 0.880 WATER HEATING SYSTEMS Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS All windows are dual. Doors and sidelites are single glased HVAC Furnace eff. = ,.72 SE Condenser off. = 8.9 SEER HVAC equipment listed may be replaced by equipment having equal or greater efficiency MICIt()rAS3 luNe 2-2 CEC Standard U-valuesfor Opaque Surfaces Ceiling Insuliilion(l) R-0(2) no insulation R-ll 16" o c framing R-19 16" o c framing R-19 24" oc framing R-30 16" o c framing R-'>0 24" o c framing R-?# 16" o c framing R-38 24" oc framing Wail Insulation R-0(2) R-7(2) R-ll R-13 R-19 no insulation 16" o c framing 16" o c framing 16" o c framing 16" o c framing Solid core wood door Floor Insulation R-0 no insulation R-ll crawlspacc R-ll garage or exterior R-19 crawlspace R-19 garage or exterior R-30 crawlspace R-30 garage or exterior Uninsulated Slab Edgc(3) Exposed slab, edge to exterior Covered slab, edge to qxtcrior Exposed slab, edge to garage Covered slab, edge to garage U-valuc 0.304 0074 0.051 0.049 0035 0033 0030 0029 U-valuc 0393 0121 0.098 0.089 0.065 0330 U-value 0.101 0.050 0.074 0037 0.049 0.028 0.034 F2 value 0.90 0.72 0.55 0.50 1 Ceiling values shown ignore the effect of the attic air space. 2 These constructions arc typically used for modeling the existing building when showing on a compliance a building addition, the insulation levels do not meet the minimum level required as a mandatory measure. 3 See Table 2-1 for F2 values for both insulated and uninsulated slab edges. 2-30 Comphanc^'une 7, 1988 Copyright 1988 by Enercomp, Inc. HVAC SIZING Page 1 HVAC Project Title Mathews Residence Date O3/16/92 Project Address Gregory Lane Carlsbad Documentation Author... Michael Del] Building Permit # Company Del Ico Telephone (619) 940--UU64 Plan Check 7 Date Compliance Method MICROPAS3 by Enercomp, Inc. Field Check7 Date ("** "I I i-fL -» JH -., *f j». |*H »— *~jf „ .. ^ _. ^. w- —. .,-,. w „„ BL--J. J. IM c& T_ £; /.Ontr« ••»«»»•*««« / .——.— ! MICRDPAS3 v3.Ol F.i 1 e-MTHWSFL Weather -CTZ07 Program-HVAC SIZING ! ! User#-MPlO51 User-DelIco Run-mthws ! GENERAL INFORMATION Floor Area 2312 s-f Vol ume 23 097 c-f Si 21 ng Locat. i on CARLSBAD Lati tude 33. 2 degrees Winter Outside Design 38 F Wi nter Inside Design 70 F Summer Outside Design 83 F Summer Tns.tdfe De&ign 78 F Summer Range? 1C F Shading Used Yes Latent Load Fraction O.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar, Gl AZ i ng Conduct t on . . , 61 «t:: i ng Sol ar , Inf i 1 trat i on , Internal Gain , Due t<s , Sensible Load. Latent Load. Heat j ng (Btuh) 14146 14903 n/a 8725 n/a 3777 n / A Cooling <Btuh> 6882 2329 19261 589 21 CO 3116 34276 6855 Total Load 41551 41132 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor des-j gn temperatures, coil sizing, availability of equipment, oversaving safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider alt factors when selecting the? HVAC equ ipmc.»nt. CEC Max i mt tm f or gas cent r a1 f urn Aces on 1 y; 1.3 K < 41551 •*• (10 x 2312M 84072 Btuh oooooooooo oOOOOOOOOQ r , CC D „, *t — 1 •S. LU UlZa 01erez c t_ ca ina. Ulv~ ^Ufr DC UlH-43 I/I U W00 01 *o_ 1/1 3 o o T: '*ij h- *•" 3a co t- - i-« _. o a. ca ^f "~ U? *- t—3 -^a i i-C v. X «> ~ a — i/) C f ^>> in i/iL 3(8 v* > - t. >— 0) OX 3 U 30 0< a at % ~c in Ira w-v.** o s"i/i _j — i. —01 <0> eO I. a o »- ui — . i) J i a Ceoa M» c c +> xi M a 0 0X I M i TJ C >*^ i ***on 3 IS0) C *<6 - •-•«- ^^ IO t- a in «• a- «• 3 ** "i.- 5 « at "73 •- 0& u» 3 41 *• a UluCOaXa * 2 no>oiOiri^'i~(*)c*iOT<j) •*" O) CN (N *" O) *~ *" C^ C4CO ^" *~ "~ T (*) CO CO •" •"COOOOTCJIOOCOOOCOOTOl Z2ZZZZZZZZ ZZ 7ZZZZZZZZZ ZZ 0 0 0 0 QQOOOOQOOO Oi-OOujiflininoouJio u> • v*Tnc*)^Tr^^(*>o CNO oooooooooo oo to to 10 to IB i-O to to to to ID IP §§§§§§§§§§ §1? no^^nnnoo? S S ZZZZZZZZZZ ZZ ZZZZZZZZZZ ZZ ooOOOr~oo<oooOO to t '-MCMM'-'-'-'-eNCM CMC* a 0) r- (- oo i- CD oo i- r- v -m^ioinuivmmmu) co u> O"OOOOOOOO <0 - ss?*ssss?? ;s 13 3OOtf)inininoomin O CM •Mnn^vrJc^ncn^iv CD r- Ou | § c. c0 0 i/l i/) : ? e «VI -1 a o o o o o atCXZ^ ZdC)V7tDZO.O>OOOOcacaaacao xom K5>>>>>>>>xK>> »«w»Trww f-N Day&Night Air Conditioning Indianapolis IN City of Industry CA UPFLOW GAS-FIRED FURNACE Model 394J Sizes 030 thru 095 Model 394JAW060095 These gas-fired furnaces Incorporate state-of-the-art technology Attractive in appearance and designed with features that provide real benefits FEATURES FULLY ENCLOSED FRONT—Front fully enclosed for more pleasing appearance and greater safety. HEAT EXCHANGER—Bibles* contoured, free-floating design helps prevent expansion and contraction noise 10-year Limited Warranty WRAP-AROUND CASINO—One piece wrap-around casing con struction eliminates casing noise. Low-profile 46-3/16-Inch height permits installation In restricted locations. INSULATION—Foil-faced Insulation In heat exchanger section of the casing minimizes heat toes. BLOWER ASSEMBLY—Mulfltpeed, energy-saving, permanent split capacitor motor wNh speed-tap selector provide air balance for heating and cooling. BLOWER CONTROL CENTER-Frinted-clrcutt board and all Internal wiring Is factory instilled, thus eliminating confusion and errors. A low-voltage terminal board is provided for quick- and-easy control circuit connections. Easy-access electronic air cleaner terminals are provided. SOLID-STATE BLOWER CONTROL-Tlmed blower operation stops annoying recycling common with thermally activated blower controls. CROSS-PORT BURNERS—Cross-port design assures quiet ignition and extinction of burners. Alumlnizad steel burners will give years of dependable service. GAS-SAVING PILOT—No standing flame to consume gas when furnace Is not operating. An electric spark Ignites pilot when thermostat "calls for heat" When thermostat Is satisfied, pilot and burners are extinguished. REDUNDANT GAS VAL^E—Redundant valve operators provide added safety protection. SIDE INLET-The 394J Furnace Is design-certified by A.GA for bottom return-air connection. When side return-air connections are used, a bottom closure panel is required. EFFICIENCY—Exceeds California minimum efficiency stand- ards (Title 20). NITROUS OXIDES (NOJ-Meats NO, emissions level set by South Coast and Bay Area Quality Management Districts. The design of all Model 394J units is A.GA design certified for natural and LP (propane) gas. The 394J is GAMA (Gas Appliance Manufacturers Association) efficiency rating certified. Model 394JAW060095 With Cooling Coll Installed Form No. PDS 394J.30.2D DIMENSIONS (In Inches) A85147 SIZE 024030 036045 036065 048080 060095 A ' 143/16 14-3/16 17-1/2 21 24-1/2 D 12-9/H 12-9/1* 15-7/8 19-3/8 22-7/8 § 11-11/16n-iii/ie 15 18-1/2 22 Vent Conn 4 4 5 5 6 Shipping Weight 122 132 154 182 220 CLEARANCES (In Inches) SIZES Sides— Single Wall Vent Type-B1 Double-Wall Vent Back Top of Plenum Vent Connector— Single-Wall Type-B1 Double-WaH Front* Service 030 thru 045 1 0 0 1 6 1 6 30 065 thru 095 1 1 0 1 6 1 6 30 •The 6-Inch front clearance Is needed for combustion-and ventilation air entry and drafthood relief SPECIFICATIONS T345ST •Gas input ratings are certified for elevations to 2000 feet For eievations above 2000 feet, reduce ratings 4% for each 1QOO feet above sea level. ICapaclty In accordance with U S Government DOE test procedures California Seasonal Efficiencies based on California-specified procedures (tents ma ratings). tAir delivery above 1800 FtVMin requires that both sides, or a combination of one side and bottom, or bottom only of the furnace Is used for return air A filter is requred for each return-air supply "Required when bottom return is not used OF Mb Illo 0. s 5 z§ g c 0) V) V)g <n i/i UJu DC U UlQ. in o §0)FEBRUARY 22a *.^ v>\u*~ (. U ^-5ix«« § - o ?5** c x • i 5o c y- c* M Ul S »-II.^v o-X< U. 3 UlM — >. B>-> a 013 3 £ V)It *-»«rtv l« ** 4* i I/I I/) Ul'-' (030)a o — T3 v Iffl 3 3*• ai-« C COa M ^ « O « COae u o«~ !WSS i u.O I fO*• I 10 *•* U. I t. i ao•*• I «< I O *I •• J o - c.I Ul M I U O 8 .M I0a>I u, 3 0 -I I3C-* a: Ul aa i>l>i>i>^i>f»f-i-r-r-r»r»t~ii»t»i-r-t~i>r»f.r-f-r»r«r-f>t"f-i*r»r-i>^^i»r»i«.|^f.i>i>.r- <tin<o«-inu>inininini>i>^r-i>i^(^i-a><nnnnr>)nu>r-cgi>o>or)Wi^eoNa>o<p<ONeBi>r^ neocof-eacociddddciddcjdciMciMcicMddnnnnnnnnnnnnnnoOinooo jj)U>in(pininOOOOOOOOOOOOOOOOOOU)«OU>(0«p(0(D(l»(0(DlOIO(OiOQQa>OOO lOininiflinininininininioininininininininininuiinmininioininininiDinininiflin «0«0<0«OlO<0OOOOOOOOOOpOOOOOOOddddClddMd-dC4ddM>-^h-^^<- OOo'OMddd«CMdCMeMdCMNC>ICICI«dtM«- »-'-»-*-»•«- »-'»-'»-''»-»-»-»-^'»-'o*-'-'-«ocoeoeoco<oooeoea«o«acooooacoeococooocoeocoooooeaoacoeoa>ioa>aco«ocoiQcooo«ocococo iHilIB IHIIillliilil !O in in o in^r 5. in * o• r» O •» t- O O O in O O ind to in «- 10 ind d (0 O d U> o>0)0)o>o>o)OOOOoooooooooooooo<no>o)o>o>o>o>oio>o>o>o)o><»oooooo *.^^t-»-^CMddddddddddddddddd'- — '-'-'-'•'-•«-'•'-•«-'-'• — Nddddd zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz O in O in in o TM SmOtogo,CA PRODUCT INFORMATION UL Class I Air Duct HC-25 HC-25 (25' length) is constructed with agalvanized spring steel helix wire, encap- sulated in an airtight, flame retardantfilm. Thick ffcerglass insulation HOT HO7 the core and a durable potyethelene vapor barrier surrounds the entire duct Compression packaged one piece (25') per carton. sulatedinananduniversai attached to insulation durablerounds packaged three pieces $1 fper carton. PHYSICAL PROPERTIES: I.D. Sizes Vapor Barrier Conductance Resistance 4»—10* in r increments 12*—20" in 2* increments An I.D.s are 3/8" ever sized Seamless durable poryethe Perm. Rating is 0.17 C-.19at75°F MAXIMUM OPERATING CONDfTIONS: Pressure Velocity Temperature UL181 Air Duct FHA/HUD UMC 10-1 Postfive4"W.G, Negative WW.G.(See table reverse skfe) 4000 Feet per minute 0° F to 200° F at continuous operation * CODES: Listed and labeled as a Class I Air Duct i Meets Minimum Property Standards 515—3.1 Complies with the standards Of the Uniform Mechanical Code NFPA90A&90B Meets requirements SjMdf taUont subject to change wRhout node* (4/84 W4Si SEP-04-'92 FRI 11 51 ID flLL "TEL"NO 465 0021 8220 P02 CERIFICATE OF CONFORMANCE ' UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that tne products identified below and on attached sheets Nos ------ ere marked with the Collective Mark -,? the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION IAITC) and were manufactured • o^ormrr^ft v, rh app^^t1? . -QV sio1-.* of American National Standard ANSI/AITC A190.1 -l^d,, ouufturai G L<K! Laminated T.moer, and that such manufacture has been at our plant in __ :\rair> ns _____________ , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau , he manufacture of these members complies with tfse manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code JQI NAME All Coast Forest Products for Stock & Custom Chino, CA CUSTOM!* s ORDER NO 10*7111,01-02 8-1092 3R s 2Q86-D -, WP ! Ind App, Load Wrap, 7 COMPANY Duco-Larr, T.TLSQuality Control .ADDRESS PO Box 297. Drain. OR . SATfc Wrap 8-24-92 AI TO HEREB Y CEP T/FIES that the said company at i ts said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 10 use the AITC " "<»ctive Mark in respect of products which comply with applicable provisions of sa.c Standard, that . u^acy of the quality control system m effect at said plant is periodically inspected and venf.ee :*•« Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and tha> ^ the judgment of AITC, said company is capable of complying with applicable manufacturing arx testing provisions of said Standard tn respect of products manufactured at said plant Co^formance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer, AlTC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected a^ci verified by the AITC Inspection Bureau AITC Certificate No "^ "7 7 4 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION C 1983 AMtRic/»N INS11rUT6 OF TIMBER COI* AITC POAM IBCA 8220 P03 Data t 08/12/93 ••««*BBe:t«»iM«BBHBBassB*«::s9aM JOB NAME) Stk ft Cftft LOCATIONi Chine JOB NUMBERI £086 fl CUSTOMER i CHINO-flLL COAST p*a» a CA CUST PO * » 7111,, i CUST JOB* : IN5P t APA NOTE « PKB BY JOB|FILL RldlUI "0 Uft^)!^; Nottl 1 Mark Qty Camber 1B19 1 0 1BSQ 1 0 5 1BS1 1 0 5 1 1B22 1 0 3 1B23 £ 0 5 t 1B24 20 5 i 1B25 1 0 S 1BS6 1 0 5 i IBS? 1 0 5 1 1B28 20 3 A 1 2B 1 1 *0 3/8 5 1 SB 2 1 03/3 & A 1 2B 3 9 0 3/8 8 1 SB 1 12 1 3/8 3 1 SB 2 10 3 3 1 SB 3 4 3 S 1 SB 4 10 1 3/3 5 Thii signifies our accepi to all contract document CUSTOMER i \<ycfc Dimensions i/a 1/8 1/8 i/a 1/8 1/6 1/8 i/a i/a 1/8 i/a 3/4 3/4 1/8 1/8 1/8 1/8 1/8 al c tanc s ar « X x X X X X X X X X X X X X X X [} e d 13 l/£ x 13 1/2 x 13 l/£ x 13 1/S x 12 12 x IS x 13 x IS x 9 x 13 x Ife 1/2 x 12 x l£ x 13 1/B x 10 1/2 x 12 x IS x frrips APPRtTOAlr of these released i. - 18 - 14 - 11 - 14 - 12 - 11 - 1ft - 8 - 13 - £0 - £0 - £0 - 40 - 60 - &0 - 44 - 60 - UQ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u '•> 0 0 Comb. S4F-V4 24F-V4 £4F-V4 24F-V4 S4F-V4 24F-V4 24F-V* S4F-V4 24F-V4 S4F-V4 S4F-V4 E4F-V4 E4F-V4 24F-V4 S4F-V4 54F-V4 S4F-V4 S4F-V4 i USE Cl I*************** l< - — ^_ 1 1 1 1 1 1 1 1 1 1 1 J 1 1 t 1 ?tx> App. ^& Wrap Seal IND LOAD END IND LOAD END IND LOAD END IND LOAD END IND LOAD END; IND LOAD END IND LOAD END IND LOAD END IND LOAD END I NO LOAD END IND LOAD END IND LOAD END IND LOAD END IND INDV END ARCH INDV END AR3H INDV END IND INDU END ARCH INDV END USTUffiHS #**#*********#*#*** drawing* as being appiWab for nanufacturlng, DATE : 'AL"fe # * — « &ii Engineering, inc. CIVIL ENGINEERING • LAND SURVEYING ENGINEERING DATA MANAGEMENT t CONVERSION GIS • MAP/PLAN/DOCUMENT SCANNING CLIENT: MATHEWS PROJECT: MAT192 DATE: 14 APRIL 1992 Mr. & Mrs. Mathews 724 Anchor Way Carlsbad, CA. 92008 Subject: Soils Engineer Certification Letter for the Mathews Residence located at 1364 Cynthia Ln., Carlsbad, CA. (Parcel 2 of PM 15619) Dear Mr. & Mrs Mathews: Pursuant to the City of Carlsbad requirements, this letter will serve as confirmation that the foundation plan, and specifications have been reviewed for the subject project. We have determined that the recommendations in the Preliminary Soils Investigation Report dated 7 February 1992 by B & B Engineering, Inc., are properly incorporated into the construction documents. Sincerely, 'Arthur C. Beard RCE RGB RQE ACB/DPB/emb 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 JACK N. SPARLING STRUCTURAL ENGINEER October 5, 1992 City of Carlsbad Building Department NEW RESIDENCE for Peter & Patricia Mathews A. P.M. 156-230-60 Carlsbad, CA 92008 The plans show the roof rafters framing on top of the ridge. On the job the rafters were framed into the side of the ridge. The connection has 5 - 16d toe nails. Allowable load 51 x 107# x 2 x 23# = 555#/rafter Actual load is 7.51 x 2 x 23# = 345#/rafter for the maximum span rafter. In addition an ST 22 strap was put across the ridge at each rafter. Instead of the CC column caps an MST 48 was used on each side of the ridge/column. Since the loads are light this will give the connection ample strength. 7013 San Bartolo • Carlsbad, California 92009 • (619) 438-3152 #-CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISIQN 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signjed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified "801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas, CA. 92024 (619) 944-9300. Project Applicant: Project Address: RESIDENTIAL:SQ. FT. of living area SQ. FT. of covered area COMMERCIAL/INDUSTRIAL: SQ. FT. AREA Prepared by San Marcos Unified 1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) San Dieguito Union High School 710 Encjnltas Boulevard Encinitas, CA_ 92024 (753-6491) number of dwelling units SQ. FT. of garage area Date s 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: $ 3(^59Abased on 23IB-— sq. ft. 0 ^ im/)nduct^Fee Levied:$ based on sq. ft. QSuL. (strict Official AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at .26C per square foot for commercial/industrial.