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Home My WebLink About2412 GRANADA WAY; ; CB940114; PermitBUILDING PERMIT• Permit No: CB940114 03/22/96 13:22 - . .• Project No: A94001656 Page 1 of 1 : Development No: Job Address: 2412 GRANADA WY Suite: '. Permit Type: RESIDENTAL ADD/LT 4 Parcel No:V167_382_10_00 V Lot#: V Valuation: 32,387 ' V Construction Type: VN Occupancy Group: R3 V Reference#: Status: EXPIRED Description: 372, SF ADDITION /452 SF DECK V Applied: 01/28/94 V . Apr/Issue: 03/04/94 V V S Entered By: DC Appl/Ownr : V BEDFORD, STEVE ,. V 619'945-2217 V - V V P 0 BOX 669 VISTA, CA 92085 5 V V V tec 647 Q3/22/96 0001 01 2 V * Fees Required *** Fees:. 623. 051 INN o,) N V * V Adjustments- V / Tta 'OO 0 Ol&GfiV.:\ .00 Total Fees 62 0 Total aY1\ 547.00 * 76 1.00 - Fee description / /its 'nit\ Ext fee Data BuildingPermit V 304.00. . Plan'Check', 198.00' V Strong,Motion Fee 3.00 Additional Reneal FLe9 ( V 7 OOJ 76.00 BUILDING TOTAL J 581.00 --Enter "Y" for'Ele~ctr'c Issue Fee 10.00 y * ELECTRICAL TOTAL U /20.00 Enter 1' for Mechanical Issu r-ee) INCORPORATED .''15. 00 Y Each Instal 1 1 Fireplace 1952 MECHANICAL-TOTAL 22.00 VS ••, S V . V * - • V V V • • V • ,4iLAPPROVAL - JNSPL -DATE 7 - - CLEARANCE V V V •• .. CITY OF CARLSBAD V V V V • • : * V VV, • ' 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 cbt- lb Y'1- 03/0.4/94.10:;37,., :.. . . Project No: A94001.66 Page 1 of .1 .. . •..Development No.;.r Job Address:. 24i.2 GRANADA WY. . . Suite: Permit Type:RESIDENTAL ADD/ALT Parcel No 167-38210-0O 1J Lot#: 03/04/94 0001 01 02 Valuation: 32,387 CPRMT 32800 Construction Type: VN Occupancy ..Group: R3 Reference#: -,Status: ISSUED Description:. 372 SF, ADDITION. /, 452. SF DECK Applied: 01/28/94 ..: . Apr/Issue: 03/04/94 Entered By: DC Appl/Ownr, :r BEDFORD,' STEVE,. 619 9452217 VISTA, .CA9.085 **.*'Fes Required **/. * Credits Fees: ., '547.00 0 Adjustments: .., ./ .,00 TotaiCre'dits: \ .00 Total Fees: . 547.00 Tot i1Pams) \ 21.00 . Balance\D: 328.00 Fee description \ Ext fee Data 304.0-0 Building Permit Plan -Check 198.00 BUILDING-.TOTAL 505.00 Enter." Y" for, Electric Issue Fee / 10.00 Y - Enter 'Y"for Remodel\. 10.00Y * ELEETRI'CALI. TOTAL \ ,\LL'ICrpÔRATFh 7 / 20.00 Enter,,'Y' for Mechanical Isue Fee >, 15:00 Y Each Install Fireplace 4 > 1 6 50 6.'50 * MECHANICAL.:TOTAL . 22.00 ,. 01, 21 * ¶# FINAL APPROVAL ' iNSP. DATE ICLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 V. - PERMIT APPLICATION .. PLAN CHECK NO. City of Carlsbad Building Department V 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 EST. VAL 37 67 V PLAN CK DEPOSiT . V VALID. BY if 1• V DATE A - U Commercial U New Building U Tenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling edition/Alteration V 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 5.573 01/28/94 0001 01 o 0 Mechanical 0.Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other C-PRMT 219-00 2. PROJECT INFORMATION . FOR OFFICE USE ONLY Address é71NkJI+dA •7/ Building or Suite No. Nearest Cross Street <a1V.-4 tt V V LEGAL DESCRIPTION tot No. subdivision Name/Number Unit No. Phase No. V V V V CHECW ñELOW IF SUBMIFIED: cfr Energy Calcs 02 Structural Calcs 02 Soils Report 0 1 Addressed Envelope ASSESSOR'S PARCEL V'' 7 V V EXISTING USE PROPOSED USE V DESCRIPTION OF WORK •. V SQ. Fr. ,VM' 9 I # OF STORIES NAME 2p4- ADDRESS ciiy V STATE- 4-- ZIP CODE 72 C5 DAY TELEPHONE 94, .J33 V PROPEWUYOWNER 3NAME ii/ //t/i/$- ADDRESS "Y CITY 64.5 ,4cJ STATE Ct4 ZIP CODE V2. 41g5 DAY TELEPHONE 7V7 0. i..AJ1IISU%L1LJit V V NAME CITY-6A pLL 4 J1( STATE 604. L)F.SiUNER NAME - CITY 4i STATE C4 ZIP CODE 2 6' DAY TELEPHONE 7/O_&~'JTATE UC. # 7. WORXEHS WMPENSA liON Workers' Compensation Declaration: ~erebyattirm that I have a certihcate ot consent tosell-insure issued by the Director 01 Industrial Relations, or a certificat o pensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of th with the Building Inspection Department (Section 3800, Lab. Q. RANCE COMP - POLICY NO. EXPIRATION DATE (4rtthcate 01 Exem . ce n the performance of the work tor which this permit is issued, I shall not employ any person in any manner OWNER-B D ° N DATE Compensation Laws of California. SIGNATURE Owner-builder Declartion: I hereby affirm that I am exempt from the Contractor's license Law for the tollowing reason: 0 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 V 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.). 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions -. Code: The Contractor's License Law does not apply 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). o 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'sJjcese Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) V or that he is exnej fjnd the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the a 1 penalty of not more than five hundred dollars [$5001 ). SIGNATURE V V V DATE 3 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? V DYES ONO V Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? as ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? V V DYES ONO V IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY), 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISI1UCr. WNSThUC11ON LENDING AGENCY I hereby affirm that there is a construction lending agency for the perlormance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME . - ' LENDER'S ADDRESS APPLICANT CERTIFICATION - - I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws -.. relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection —ipurposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARlSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND-EXJ'ENSES WHICH MAY IN ANY WAY MERUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF ThIS PERMIT. . OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. . V V 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 suspen led, or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Unifo B ilding Code). APPUCANrS J V - DATE- 00, 4.- STATE UC._# _______ ADDRESS t O. ZIP CODE 72ioS DAY TELEPHONE 7'5.-2-2-1-7 LICENSE CLASS - CITY BUSINESS UC. # — fl_I I S CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB940114 '' FOR 03/25/96 INSPECTOR AREA PD DESCRIPTION:' 372 SF ADDITION / 452 SF DECK PLANCK# CB940114 " OCC.GRP R3 TYPE: RAD. CONSTR.. TYPE VN -JOB '-ADDRESS: 2412 GRANADA WY STE: LOT: APPLICANT: BEDFORD, STEVE PHONE: 619 945-2217 CONTRACTOR: " PHONE:-' OWNER: - - PHONE: REMARKS: RS/BRETT/720-1942 INSPECTO ______________________ SPECIAL, INSTRUCT.: - - *'ç, , - - '• , r TOTAL TIME: ,CD LVL DESCRIPTION.' - ACT COMMENTS 19' --ST Final Structural 29 PL'Fina1 Plumbing 39, EL Final Electrical 49 ME Final Mechanical ' - , ------S. - - INSPECTION HISTORY DATE DESCRIPTION , ACT INSP COMMENTS * 122995 Final Comb -ON NS PD PERMIT EXPIRED .100494 Final combo CO PD , 052794 Final Combo ' NR PY NO ONE HOME 040494 Exterior Lath/Drywall AP PD 040494 , Interior-Lath/Drywall 'AP PD 033194 Insulation' AP 'PD SALES OFFICE IN GARAGE 033194 Rough/Ducts/Dampers AP PD SALES OFFICE IN GARAGE 032894 Frame/Steel/Bolting/Welding CA PD 032894 Rough/Ducts/Dampers CA PD 032394 Frame/Steel/Bolting/Welding, PA PD CORRECTIONS ON CARD 032394 Rough Electric ' PA PD 032394 Rough/Ducts/Dampers - PA PD ' 031894' Shear Panels/HD's ' AP PY OK TO WRAP ,- -031694 Roof/Reroof - 'AP PD 030894 Ftg/Foundation/Piers . AP PD -. 030794 Ftg/Foundation/Plers CA PD -. S •, - - S - (i I ' S-" - ' r - . • - - '-- -.- - , 55 •'S• -! 5- ,.--- I '•' - - ,.- I - - CITY OF CARLSBAD •• ' . '4 - INSPECTION REQUEST PERMIT# CB940114 FOR 10/04/94 INSPECTOR AREA PD DESCRIPTION: 372 SF ADDITION / 452 SF DECK PLANCK# CB940114 0CC GRP R3 TYPE: RAD '- . CONSTR. TYPE VN, JOB ADDRESS:. 2412 GRANADA WY . STE: LOT: APPLICANT: BEDFORD, STEVE . . PHONE: 619 945-2217 CONTRACTOR:- .- . PHONE: —s 4 OWNER: . . PHONE: REMARKS: MW/BRETT/431-2350WK . INSPECTR SPECIAL INSTRUCT: HOME 720-1942 -. ... . .4 .. - .. • : . . . - TOTAL TIME:, CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29.. PL Final Plumbing . _J_ . 39 EL -Final Electrical . . 49- ME Final Mechanical . 44 •' 4: ,. . .•#_' 4P ..... INSPECTION HISTORY'***** DATE DESCRIPTION ACT INSP COMMENTS 052794 Final Combo '. ... NR PY NO ONE HOME ;.. 040494 :Exterior Lath/Drywall AP PD . . 040494 Interior-Lath/Drywall .AP PD . . . 033194 Insulation .. . AP PD SALES OFFICE IN GARAGE 4033194 Rough/Ducts/Dampers APIPD SALES.OFFICE IN GARAGE :032894 Frame/Steel/Bolting/Welding, - CA PD . . . -, 032894' Rough/Ducts/Dampers . . CA PD ' ,03?394 ;Frame/Steel/Bolting/Welding PA PD CORRECTIONS ON CARD 032394' Rough Electric . PA PD . 032394. Rough/Ducts/Dampers1 . PA PD 031894 Shear Panels/HD's AP PY OK TO WRAP Roof/Reroof . . p31694 AP PD . . ... - 030894 Ftg/Foundation/Piers . AP PD . . 030794 Ftg/Foundation/Piers. CA PD 4 4 44 ' - -. '40. .,. 4,c, - • . - - • 1 '4 4 ,i .4 , . V -.4- ':.lO/O3/94 ' INSPECTION HISTORY LISTING FOR PERNIT# CB940114 DATE INSPECTION TYPE INSP ACT COMMENTS '.05/27/94 Final Combo ' RI RI MW 05/27/94 . Final Combo PY NR NO ONE HOME 04/04/94 Interior Lath/Drywall PD AP 04/04/94 Exterior Lath/Drywall RI RI BJN/945-2217 04/04/94 ExteriOr Lath/Drywall PD AP S 03/31/94 Insulation RI RI MH/945-2217 03/31/94 Insulation PD AP SALES OFFICE IN GARAGE 03/31/94 Rough/Ducts/Dampers RI RI MM 03/31/94 Rough/Ducts/Dampers PD AP SALES OFFICE IN GARAGE 03/28/94 Frame/Steèl/Bolting/Wel RI RI BJN/STEVE/ 03/28/94 Frame/Steel/Bolting/Wel PD CA 03/28/94 Rough/Ducts/Dampers RI RI BJN/STEVE/ 03/28/94 ,' Rough/Ducts/Dampers PD. CA . 03/23/94 Frame/Steel/Bolting/Wel RI RI MM 03/23/94 Frame/Steel/Bolting/Wel PD PA CORRECTIONS ON CARD 03/23/94., Rough Electric. - RI RI MM , .03/23/94 Rough Electric . . . PD PA .03/23/94' 'Rough/Ducts/Dampers RI RI MW 03/23/94 Rough/Ducts/Dampers PD PA. S .403/18/94 Shear Panels/HD's RI RI RS/9'40-1322 ' V 03/18/9.4 Shear Panels/HD's PY AP OK TO WRAP 03/16/94 Roof/Reroof RI RI 'MH/MARIA/940-1322 03/16/94 Roof/Reroôf . , - PD AP . 03/08/94 . Ftg/Foundation/Piers RI RI MH/940-1322 . 03/08/94 ' Ftg/Foundation/Piers PD AP V 03/07/94. Ftg/Foundation/Piers - RI RI MH/STEVE/945-2217 03/07/94 fFtg/Foundation/Piers PD CA I .4 - , '4 . - ......- , . .- . . . V 4,. . 4- -- ' r. • - SV•S••*• . • . S , 4 - V "4 - • HIT' <RETURN> TO CONTINUE ... " z — -- - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-14-68 - DATE:229 flPPLICANT - JURTDICT JURISDICTION: dcipLs43,qt, PLAN DFILE COPY PLAN CHECK NO: 9'V' /V SET: us LIIDESIGNER PROJECT ADDRESS: 2',-'! 'PROJECT NAME:- /'lô - '_ The plans transmitted herewith have been corrected where - - tJ-necessary and substantially comply with the jurisdiction's building codes. - The plans transmitted herewith will substantially comply with thejurisdicipn's building codes when minor deficien- cies identified are resolved and checked by building department staff. Theplans 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 JIiiJ The applicant's copy of the check list has been sent to LI 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: /,r'tr /p4-t-5 - -..yDate contacted: 2 8 ' Telephone # /i 41 J REMAFKS C,y_1___50 B. ,• _- • / - - I - _L.Z__ '.J___O4 #'- /c. Enclosures 'ESG[L CORPORATION c.%jr- ---- •. ;• .-.•- . - . •- - -- -- - - El &I 0 PC In_ 1-- - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 203 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 2- / Li - JURISDICTIO JURISDICTION: PLAN CHECKER ÜFILE COPY ?LANCHECK NO: SET: UPS DDESIGNER :PROJECT ADDRESS: __2V/ Z PRO3ECT NAME:________________________________ The plans transmitted herewith have been corrected where E necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially- comply . with the jurisdiction's building codes when minor deficie'i- .ciesidentified.: _ .. . _____are resol.ived...an&... checked by building department staff. The plans transmitted herewith have significant deficiencies 1 identified. on the enclosed check list and should be corrected. '.. :and resubmitted for a complete echeck. ........:: The checklist transmitted herewith is for your information. The plans are being held at Esgi]. 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. applicant's copy of thechecklist has been sent to: /9otT V C :,.. .• Esgil staff did not advise the applIcant contact person that plan check has been completed. Esgii staff did advise applicant that te plan check has - been completed. Person contacted: C? 7'6 . .. Datecontacted:223?V Telephone DREMARKS: . . . . . - — En C 10 sure s ESGIL CORPORATION DGA Dcii PC .-ISDICTION: Date plans received by plan checker: . PLAN CHECK NO.:C'V / Date plan check completed:I//4ty: (d&) /44*44cY4" PROJECT ADDRESS: TO: /4) cdr- r ., ,e m- .. - 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, ., countyor city law. A. PLANS 1. Please make all corrections on the original 3. Please indicate here if any changes have ,. - - . - tracings and submit two new sets of prints, been made to the plans that are not a result and any original plan sets that may have been of corrections from this list If there are returned to you by the jurisdiction, to ie other changes, please brfly describe them -• , . and where they àr located on,the pans.. $ Co 3Zo dSfr4rU4. -. . • - . Have changes- been made to the plans not tflf Z (), resulting from this correction list Please 2 To facilitate checking, please identify, next Yes No - 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. - - - • -. . - Dc,4,s Scr -/ Ai' -s i Sp4 S'.4o o "0 j. -,,I c 7 /t!•7'1.. /"-1Aic Ajoc:fr1 1 ?,4-,ic '47 a.) - • T _Z C-60 Atr 395'i' ,00 ,' A 2.,' . & Sr* a a-. ro ' ,O 72; -)4"- 5 Y4443 - (4./Aiooc.4.) /#*l/4JCy 4AJ40 8c7M*)$, -: /o (:o,(,4; &j,€. Ao'scr 7i.icf 76 r -:- . ra-, ,. ,. , AJO 7, cc -s 4,41 S I O - - - - - • i.. - • - i1 - I, - - -, . •, Form No. PCS.41390 i.CA.) ,4r 7'o '.i S ,-a 4 r.4 e. ,4c... • p Ai' Au International Conference of Building Officials Report No. 3254 :RESEARCH COMMITTEE REPORT February. 1980 Filing Category: FIREPLACES MODEL S.A. 70 PYRAMID CAP TERMINATION and the flashing collar must he sealed with mastic or other approved STEVE ALLAN ENTERPRISES material. Typical installation details are shown in drawings accompanying 754 CLAIRE\IONT MESA BOULEVARD this report. SAN DIEGO CALIFORNIA 92111 Identification An identification label containing the manufacturer s / . 1. Subject: \lcdel S.A. 70 Pyramid Cap Termination, name and address. ICBO research report number. type and size of chimney. clearance to combustibles and name of the inspection agency is affixed to -II. Description: The Pyramid Cap Termination manufactured by Steve each unit. Allan Enterprise is a factor' built unit designed for use sith listed inu 111 Evidence Submitted A report of brand fire flash fire flue cas 'low H - lated 7- and 9-inch-diameter appliance chimneys. The unit has a 28 b 28 in, base 16 h 16 temperature, rain and wind load tests conducted in accordance with UL truncated pyramid shape es at the tapering to Standard No 127 quality control manual and installation instructions have height 191.t_ his fabricated from 26 inches at the top through a of inches. No. been submitted. gauge aluminized steel. ...Vee" baffle, also of No. 26 gauge aluminized '-' - - steel is secured approximately 6½ inches below the top of the pyramid chase .. . . .iermination using four steel rivets and four attachment tabs. installation of ... Findings the "Vee" baffle results in a net area of 110 square inches of passage of flue iv. Findings: That the Model S.A. 70 Pyramid Cap Termination - eases The prariid chase termination is held 31/ inches above and sup described in this report is suitable for use with 7 and 9-inch-diameter orted on the ch.se flashing by four support legs one at each corner Each approved listed Io heat appliance chimneys emploung solid pack of the support legs, is fastened to the flashing using two No. 81/2-inch. insulation when such chimneys. are, installed on solid-fuel-burning cadmium plated sheet metal screws The flashing is fabricated from No 24 1actor built fireplaces and fireplace sto,es, subject to the following gauge galvanized steel and is held a minimum 1 inch away from combusti conditions ble chase materials using four 2-inch-long channel-shaped steel spacers. " one in each corner spot welded to the flashing. The flashing is attached to 1. The device is produced under a recognized quality'control pro-.-' - the chase material using eight 6-penny galvanized nails, two at each corner. gram with inspections by the Gas Appliance Laboratory, Los The flashing incorporates 7a 14Y inch-diameter 2-inch-high collar at its A eles California ng center to insure a snug fit around the chimney. A 19-inch-diameter No. 26 2., The top of the Pyramid Cap Termination is at least 3 feet above — gauge galvanized steel storm collar is installed around the chimney to adjacent roof and not less than 2 feet 'above the highest roof deflect any rain water seeping by the 'Vee" baffle. The chimney must portion within 10 feet, whicheveris greater. extend 6 inches (plus or minus 1 inch) into the pyramid chase termination A 3 The device is not used in areas subject to snow iminimum clearance of 2 inches must be maintained between the outer chimney surface and combustible materials. The area around the chimney This report is subject to annual re-examination. - ' ••'t - 3 ',(_.. •1._-._- '- '-- .' .- .-, ... . 1 . - Page 1ot3 Pg'e 2 of 3 Report No. 3254 MODEL S.A. 70 PYRAMID CAP TERMINATION MODEL S.A. 70 PYRAMID CAP TERMINATION For use with listed low heat appliance chimney systems employing solid pack insulation pipe. For use with 7" or 9" diameter systems. DEFINITIONS: , The Model s.A:70 PYRAMID cap termination is used to complete the fireplace chimney, in conjunction with a Chase Top and Chase. The CAP includes a Chimney Cover to protect the chimney top. - The CHASE TOP is a weatherproof cover, CHASE-TOP constructed to specifications and installed on top of a V 2" ' Chase. V - Or ,Thé CHASE is a hollow vertical enclosure, V coistructed locally as a permanent part of the V SPACER building. The Chase conceals the Chimney or not V more than two Chimneys which rise within. / .. Clearance to combustible surfaces shall not be less - V than 2" to the chimney pipe. CHASE V The SPACER is a metal part nailed to the top of the Chase Frame. The Chase Top must be held away . V . .... V from combustible surfaces except at the flange edge. CHIMNEY V -, A minimum of four Spacers are required to maintain . - the proper spacing. V V V GENERAL INFORMATION 1; The PYRAMID CAP TERMINATION completes the upper end of the Chimney. The topmost Chimney Section MUST end within the 6" heiçht range, as shown in Figure 1. (It is necessary to utilize 3', 2' and 6" Chimney Sections in appropriate quantity to insure that the topmost Chimney Section ends within this range.) The CHIMNEY SECTIONS must be installed so as V to maintain a 2" minimum clearance to combustible construction. Most codes require that "a chimney should extend ' at least 3' above the highest point where it passes V through the roof and at least 2' higher than any portion of a building within 10 ft. Consult your local codes for requirements in your area. - V FIGURE V V CHIMNEY V V V INSERTION RANGE V V 1 1 6°' COLLAR 6" 1" •_..,...j DO NOT CUT CAP'.''- STEVE ALLAN ENTERPRISES • V. V 7534 Clalremont Mesa Blvd. San Diego, California 92111 . (714) 565-2926 V V • END VIEW CHIMNEY SECTIONS 3' NOM = 351/4" 2'NOM = 23'/" NOM = 51/455 9" Slze-14" O.D. Size-112" O.D. 2" MIN. CLEARANCE :'• n .-.. -. - Page 3 of 3 . Report No. 3254 ASSEMBLY AND CONSTRUCTION DETAIL SKETCH INSTALL One typical installation is illustrated below. A Sketch. CHIMNEY an End View and a Curb Detail define the methods COVER" used - in this instance, the CHASE is constructed of BEFORE CAP ordinary 2 x 4 lumber, covered with an exterior-grade sheathing material, and mounted on a typical curb for TO -..._.-- flat roof. One or two chimneys might be involved. LOCK NOTE: THE MINIMUM CENTER TO CENTER i DISTANCE BETWEEN CHIMNEYS IS 28" IN THE .. CASE OF TWO CHIMNEYS. ..•..: Install the two 1" screws supplied so that they .. penetrate the' Chase Top Collar and Chimney - Section. The chimney must extend through the chase top 6" 1" (see note A. end view drawing) seal ...chimney around Chase Top Collar using any conventional sealing method. Install storm collar as shown. .Install Model S.A. 70 PYRAMID Cap termination by • .. centering over chimney and secure.with eight screws provided to chase top. Seal screw heads to prevent .....leakage. NOTE A: Two one inch screws to attach chimney to chase top. The Chase Top is fastened to the chase using 8-6d galvanized nails-two in --, STORM COLLAR - each corner. CURB DETAIL will vary for roof types and local practice. For sloped roof, or for installation. -straddling ridge. curb may be.. omitted and conventional flashing practice employed. , ESGIL CORPORATION •. 9320 CHESAPEAKE DR., SUITE 203 SAN DIEGO, CA 92123 (619)560-1468 - , - DkT' IC) APPLICANT ,-, lj'OR7 I C T1 JUISICTION: HPLAN c:-Ec;KER flIT' Copy ?L- CrECK \O s:: _ZZ jups DDESIC-NER ?03CT DDESS Z ?OJECT N A ME flo-f' Si % Tne plans transmitted ereitha ve been corrected where necessary and substantially cc:-,ply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply U with the jurisdiction's building codes when minor deficien- - des identified are resolved and checked D building oepartment staff The Dians 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 W. 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: Al 'ô it 9zô&c -' Esgil staff did not advisethe applicant contact person that plan-check has been completed. Esgil staff did advise applicant that the plan check has been comoleted. Person contacted: -•..H• .- .' -c- •,; Date contacted Telephone fl REMARKS •,•__• By Enclosures: ESGIT. CORPORATION DGA 11cii PC 4 to JURISDICTION: Date plans received by plan checker PN C}CK NO. /fq Date plan recheck co]eted: 441 By: V PROJECT ADDRESS: 2 / Z , 4t7 / VTO: C/,zi V V V V RECHECK PLAN CORRECTION SHEET V FOPVEOPVD: PLEASE READ V 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 V enforced by the Planning Department, Engineering Department or other departments. V V V The items shown below-need clarification,'raodification or change. All items have to be satisfied V before the plans will be VV 1fl 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. V PLANS . 3. The following items have not been resolved - V from previous plan reviews. The original 1. Please male all corrections on the original correction number has been given for your V V tracings and submit two new sets of prints, reference. In case you did not keep a copy V V and any original plan sets that may have been of the prior correction list, we have V - returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me:.. A if you have any questions regarding these V V " 3Zo items. V V V /V)4#fl.P6 . 2o S$u I,dcc C4 Z/k Please indicate here if any changes have V V V - been made to the plans that are not a result V 2. To facilitate rechecking, please identify, of corrections from this list. If there are - next to each item, the sheet of the plans other changes, please briefly describe them V V upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not' V V V •.V - V resulting from this correction list? Please V V • V V V V check. V Yes No 1/31 174'L ?O^j 3 tr7 -/ V V V 0 ,4 L ,.j cr. c. /-0 07 f 7.'c( V V e V ••• •7 ,%4,. p•'_ aU ,0,C10 Ad dA5 es 60 ef V V 9 14 - s A -J 0 cei 71 5 A i ,-z ., 4 7 /R. Licr. .. 1% . r 1 /J ,. ,..< ,h/a,- ,j / o U ' 6 / Cd O V. 15 -: V V V /4,4 - , 09 ,' , 0 ,4 ., r — & Aj ro . Ac &j V V V •: ' V V - Form No. RPCS.41290 4 •V V •• V V V VF. 44V • VV V - MEcIANICAL, PLIJMBU&, 2BT ________ DAM LGW(ADA&X PLAN cEcK: LI - LI ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-14-68 'DATE: JURISDICTION: CARLSBAD PLAN CHECK NO: 9 ey ,'"'( SET: PROJECT ADDRESS: 2V/2 PROJECT NAME: OH'4 Is 4:2 j3L1 RI SDICTI LPL.N cHEc:KER DPILE COPY [].UPS DES I GN ER 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 t11 with the jurisdiction's -building codes when minor def icien are resolved and -checked by building depar:mert staff. The plans transmitted herewith have significant deficiencies identified on-the enclosed check list and should be corrected resubmitted for a complete recheck Thecheck list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected 1ans, are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person Theapplicant's copy of the check list has been sent to - - •Esgii staff didnot advise the applicant contact person that plan check has been completed. Esgil staff'id advise applicant that the plan check has - been comoletT Person contacted: /o dt7 04 Date contacted: Telephone []REMARKS:_____________________________________________ By: 44#-16k Enclosures: - ESGIL CORPORATION TDGA El CM DPC PLAN CHECK NO: JURISDICTION:CITYOF CARLSBAD TO Vsi' •;c4 ENCLOSURES:_______________________ FOREWORD:-'PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: .'.PROJECT ADDRESS: .''i'/Z gI'4cI404P 1991 UBC (eff. 8/14/92) . . 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) 'LFLOOR AREA:)?ZA'/?oi4oO I2jt The above regulations apply to. STORIES:AJd residential construction, regardless of the code editions adopted by ordinance The circled items listed need REMARKS 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. -p ..-. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the PLAN CORRECTION SHEET violation of any state, county or city CITYOF CARLSBAD law . SINGLEFAMILYANDDUPLEXDWELLINGS - . To speed up the recheck process, note on : Date plans received by jurisdiction this list (or acopy)_ where each correction item has been addressed i _e , . .- • . plan sheet, specification, etc. Besure toenclosethemarkeduplistwhenyou Date plans received by Esgil Corporation submit the revised plans Date initial plan check completed: By: cT&i A24,t Applicant. contact person: -, 3c41 /1ofl'..S Te1ephone:VO p533 ql NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 2,. Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBc) .., . PLANS 8 Submit fully dimensioned plot plan, drawn to scale, showing location, i Please make all corrections on the size, and uses of all existing and original tracings and submit two new proposed structures on the lot. sets of prints, to: . identify property lines and show lot : - dimensions and all easements. Section Esgil Corporation, 9320 Chesaoeake 302(d). Drive, Suite 4208, San Deo, * -- - California 92123, () Indicate distance from property lines (619) 560-1468. to the proposed building. Section - Please make all corrections on the 302(d). ç , 0 original tracings and submit two new ),. On the cover sheet of the plans, ,sets of prints to specify any items reauiring special inspection, in a format similar to The -jurisdiction's building that shown below. Section 302(c). department. REQUIRED SPECIAL INSPECTIONS Indicate on the Title Sheet of the In addition to the regular - plans the name of the legal owner and inspections, the following checked name of the person responsible for the items will also require Special preparation of the plans. Inspection in accordance with Sec. Section 302(a)7. 306 of the Uniform Building Code. /.,All sheets of plans must be signed by - ITEM REQ. IF 1-' the person responsible for their CHECKED preparation (California Business and SOILS COMPLIANCE Professions Code). PRIOR TO - - FOUNDATION INSP. ' - , Plans,'specifications and calculations . : shall be signed and sealed by the STRUCTURAL CONCRETE California state licensed engineer or architect responsible for their OVER 2500 PSI preparation, for plans deviating from PRESTRESSED STEEL - .- '-".conventional wood frame construction. Specify expiration date of license FIELD WELDING (California Business and Professions Code) : HIGH STRENGTH BOLTS Specify on the Title 'Sheet of the - EXPANSION ANCHORS plans... the gross floor area of each - element of this project, including SPECIAL MASONRY dwelling, garage, carport, patio, deck and balcony..,Section 302(d) SPRAYED-ON FIRE Provide a statement on the Title Sheet.. PROOFING . of the plans that this project shall PILES/CAISSNS comply with Title 24 and the 1991 UBC, - UMC and UPC and 1990 NEC.' DESIGNER-SPECIFIED - - • - . . . OTHER a.-. 2 ji. Show on the title sheet all Inside each bedroom. P structures, pools, walls, etc. Centrally located in corridor or included under this application, area giving access to sleeping • Any portion of the project shown on rooms. the site plan that is not included On each story. with the building permit application In the basement, if part of the filed should be clearly identified dwelling unit. as "not included." When sleeping rooms are upstairs, - at the upper level in close • clearly-show if the lower level is proximity to the stair. / a basement or a story, based on the In rooms adjacent to hallways definitions in Sections 403 and 4,20. serving bedrooms, when such rooms Plot the finish grade (as defined) have a ceiling height 24 inches on the elevations and dimension the or more above the ceiling height .distance to the floor above, for in the hallway. story determination. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the FIRE PROTECTION unit. Section 1210 4. "Exterior walls closer than 3 feet to . when the valuation of a room I property lines shall be one-hour 1' addition or repair exceeds $1,000,. - rated construction and have no or when sleeping rooms are created, - openings. Table 5-A. smoke detectors shall be provided per item 19 above, except that smoke , )I.- Exterior walls closer than 3 feet to detectors added at existing a property line shall have 30 inch construction need only be battery parapets when. the floor area per powered. Section 1210. ' floor exceeds 1,000 square feet. See . . Section 1710 for possible exception. GENERAL RESIDENTIAL REQUIREIM NTS • Projections, including eaves, may 2' Habitable rooms, other than not extend more than 12 inches into ( kitchens, shall contain at least 70 - the 3 foot setback from the property square feet of floor area. At least , line. Section 504(b). one room shall have not less than .• 120 square feet of floor area. Eaves over required windows shall be . Section 1207 (b). . not less than 30 inches from the 1 side and rear property lines No habitable room, other than a Section 504(a).' .. . / kitchen, shall be less than 7'0" in any dimension Section 1207 (c) -- , ,rProjections, including eaves, shall .", be . one-hour ' fire-resistive . . Sleeping rooms shall have a window - --- construction, heavy timber or of or exterior door for emergency exit noncombustible material if they Sill height shall not exceed 44" •2::':project into the 3' setback area . above the floor. The window must from the property line. Section have an openable area of at least 1711. .. ' . . , ' 5.7 square feet with the minimum ]'.- Plastic skylights shall not be openable width 20" and the minimum openable height 24". Section 1204. 1 . installed within that portion of a roof located within a distance to -, ,74. Basements in dwelling units shall property line: where openings in comly with the above (even if not exterior walls' are prohibited or designated as sleeping rooms). required to be protected. Section Section 1204. 5207 (a) 7. /9. / Show locations of permanently wired smoke detectors with battery backup: ' • 11/16/93 - -. 3 ; •:,: .. . window area must be at least 1/10 of ). Dier.sion on the plans 30" clear 7 the floor area and a minimum of 10 width for water closet compartments square feet per Section 1205 (b) . and 24" clearance in front of water Appears to be deficient in closet. Section 511 (a) Show safety glazing in the following '- )..cations, per Section 5406(d): (a) Where the nearest edge of glazing -: Qoenable window area in habitable is within a 24-inch arc of either / - rooms must be 1/20 of the floor area side of a docr in a closed and a minimum of 5 square feet. In position (unless there is an bathrooms, laundry rooms and similar intervening wall between the door rooms, 1/20 of area is required and and the glazing or if the glazing minimum is 1.5 sq. ft. Sétion 1205 is 5'-0" or higher above the (c) . walking surface) b. Glazing greater than 9 quare 4. At least 1/2 of the common well must feet with the bottom edge less - J be open and have an opening not less than 18" above the floor and the than 25 sq. ft., nor one tenth of top edge greater than 36" above the floor area of the interior room, the floor (unless the glazing is if light and ventilation is being more than 36" horizontally away supplied from an adjacent room. from walking surfaces or if a Section 1205 (a) . complying protective bar is . - . . installed) Required windows shall not open into c. Glazing in shower and tub a roofed porch unless the. ceiling enclosures (including windows height is at least 7 feet,. the within 5 feet of tub or shower longer, side is at. least .65% open, floor). - and the porch abuts a street, yard or court --- 3 Walls and floors separating units in Section 1205 (a) I a duplex shall be of one-hour fire- - resistive construction. Provide Provide mechanical ventilation details of the assemblies. Section ' . capable of providing five air 1202(b). changes per hour in bathrooms, water t_closet compartments, laundry rooms A mezzanine is an intermediate floor and similar rooms if required and may not have a floor area openable windows are not provided exceeding 33 1/3 percent of the Section 1205 (c). . total floor area in the room below. The mezzanine floor must have a Note that the discharge point for clear height of 7 feet, above and ,-- exhaust air will beat least 3 feet below, and must have the long side from any opening into the building open to the room below except for - -t: Section 1205 (c) posts and protective walls or railings not exceeding 44" in Ductless fans cannot be used in height. Section 1717. (- bathrooms if a tub or shower is present. Section 1205(c). }. The loft you show does not comply as - . ,.• . / a mezzanine floor and is, by Uniform Building Code definition,a story. - , A• Show that ceiling height for Section 1717. - • I • habitable rooms is a minimum of - .7'6". Section 1207 (a). Dwellings used for daycare for 7 to ( 12 children shall comply with the Show ceiling height for laundry special requirements in Chapter 12 ' rooms, • hallways, corridors, and of Title 24. ., bathrooms is a minimum of 7'O". - Section 1207 (a) . - •- 11/16/93 - ,. 4 -........ .. --- ---• EXITS, STAIRWAYS, AND RAILINGS 4. Every stairway landing shall have a dimension, measured in the direction . Floors above the second story shall of travel, at least equal to the f• have not less than 2 exits. stairway width. If a door occurs at Exceptions: 1. Occupied roofs may the landing, such dimension need nct have one exit if such occupied areas exceed 36 inches. Section 3306 (9), are less than' 500 square feet and 3304 (j) located no higher than immediately abcve the second story. 2. When the 71. An interior door may open at a third floor within a unit does not landing that is not more than 8" exceed 500 sq. ft., only one exit lower than the floor level, provided need be provided. Section 3303(a). the door does not swing over the 'V. •• - landing. Section 3304 (i) - 41 Required exit doorways shall be not j less than 36" in width and not.léss 0. Provide details of winding stairway than 6'6" n height. 1 complying with Section 3306 (d): 0. Provide 36" high protective railing Minimum tread is 6 inches at any / for porches, balconies, and open point and minimum 9 inches at a sides of stair landings. Openings point 12 inches from where the between railings shall be less than treads are narrowest. 4". The triangular openings formed Maximum rise is 8 inches. by the riser, tread and bottom Minimum width is 36 inches. elements of a guardrail at a stair shall be less than 6". Section 4 Provide spiral stairway details, per ' 1712. f Section 3306 (f) 43 Show how guardrail connection a Minimum run is 7-1/2 inches 'details are adequate to support 20 measured at a point 12 inches pounds - per lineal foot at a right from where the treads are the 4T angle to the top rail. Table 23-B. narrowest. ZZ— b Maximum rise is 9-1/2 inches and landing G.details. Maximum clear opening between Section 3306 (b), (c) and risers is 6 inches. - o) c Minimum headroom is 6 feet 8 a Maximum rise is 7" and minimum inches run is 11". When the stairs d. The tread must provide a clear serves less than 10 occupants, or walking area measuring at least - ---. serves an unoccupied roof, rise 26 inches from the outer edge of .. may be 8" maximum and run 9" the supporting column to the minimum inner edge of the handrail b Minimum headroom is 61 -8" c. Minimum width is 36" Spiral stairways may not be used for - . - - All handrails, per Section 3306 (i), I required exits when the area served is greater than 400 sq. ft Section -•--:/• 7sha11'satisfy the fo11owin • 3306 (f). Provide handrail for stairways with 4 or more risers. L. Provide I.C.B.O. Research Report and Handrails and handrail extensions number for metal stairway, or submit shall be 34" to 38". above the • plans and calculations and approved nosing of treads. fabricator registered with the The handgrip portion of handrails building department or note that the shall be not less than 1-1/2", stairway fabrication plans shall be nor more than 2" in cross- submitted to and approved by the section-=1 dimension. building official prior to • d. Except for stairs serving only installation. one tenant, handrails shall be V extended 12" beyond the top and V bottom of the stair. . V -' V •- V • • 'C V 11/16/93. 5 #'•- - V . 4 • zu ,... '. - . Exterior stairways shall not project into the 3 foot setback from the -property lines. Section 3306 W. The walls and soffits of the f enclosed usable space under interior stairs shall be protected on the Note on the plans: "Attic / ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 3205(c) _ .. enclosed side as required for one- CONCRETE AND MASONRY hour fire-resistive construction. Section 3306 (1) . Provide fireplace construction details or note construction to be 4. Within units, show that corridors per attached fireplace standard have a minimum width of 36 inches. drawing. Chapter 37. Section 3305 (b) . ' - Show anchored veneer support 'and ,$'. - ROOFING' connections attached to wood in Seismic Zones 3 and 4, comply with 55. Specify roof slope. (Jôc./< .)i-° /(,'P P SLoPdi'.'cfa). Sction 3006 (d)l and Section 2515 Show ties and 49 wire in 2"SI-p '. Roof slope is not adequate for roof horizontal joints, etc. .. .L -. type specified. Table 32-B, D and E. 6.$. Show height and construction details '?yf., Specify roof material and application Chapter 32 -Specify I C B 0 or U L approval * number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107 ,4 Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207. (a) and Section 2305 M. --z 54'Show roof drains and overflows 'J. Section 3207. - .-_r Provide skylight details to show compliance with Sections 3401 and - 5207 or provide I C B 0 approval number: Plastic skylights must be separated from each other by' at least 4 feet, - unless they are"over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material).. Section 5207 (a) 6. 0. 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 area required and area provided. Section 3205 (c). 11/17/93 f of all masonry walls. Chapters 24 and 26. Show floor and roof connections to masonry and concrete walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. GARAGE AND CARPORTS 4I Garage 'requires one-hour -fire 1 protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 W. 76. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) /1. Show a self-closing door, either 1- 3/8" solid core or a listed 20- minute assembly, for openings between garage and dwelling. Section 503 (d) 7. Garages are not permitted to open I into a room used for sleeping purposes. Section 1104. 6 An occupancy separation is not 2. The utility trenches have been .7 required between carport and properly backfilled and residence, provided the carport is compacted, and open on two or more sides and has no enclosed uses above. Section 503 3. The foundation excavations, the (a) Exception 3. soils expansive characteristics and bearing capacity conform to . 7/. Show garage framing sections, size the soils report." / of header over garage opening, . • lateral cross bracing at plate line, . Provide a letter from the soils method bracing garage front and ( engineer confirming that the holddowns if required. Chapter 23. foundation plan, grading plan and specifications have been reviewed NOTE: Maximum shear panel height-to- and that it has been determined that width ratio is 3-1/2 to 1 for the recommendations in the soils plywood. Table 25-I. report are properly incorporated . into the construction documents 7. Doors may open into the garage only (when required by the soil report).. / if the floor or landing in the garage is not more than one inch . Show height of all foundation walls. lower than the door threshold. I Chapter 23. : Section 3304 W . . . . Provide an 18" raised platform for 2. f Show height of retained earth on all foundation walls. Chapter 23. any. FAU,- water heater, or other ,. -' device in the garage which may )'3 If cut or fill slopes exist, show generate a flame or spark. UMC I distance from foundation to edge of -' -Section 508, UPC Section 1310 (a) cut or fill slopes and show - ..... . . steepness and heights of cuts and FODATION REQUIREMENTS fills Chapter 29 Per soils report, note on the plan Note on plans that wood shall be 6" t—. the soils classification, whether or . / minimum above finish grade. Section - .. ........ not. the soil is expansive and note 2907 (a). - the allowable bearing value Section 2905 (c) 85 Note on plans that surface water will drain away from building and The foundation plan does not comply show drainage pattern and key fwith. the soils report elevations.- Section 2905 (f). recommendations for this project. - Please review the report and modify design,: -` notes and details as f6 / Dimension foundation per U B.C.- Table 29A _required to show compliance:_ - - FlOOrS Footing Supported* Steal 1. Width Depth Thickness 39. The soils engineer recommended that 11 / he/she review the foundation 11 l2t 611 2 711 1511 1811 • 3 18" 24" 8" ( excavations. Note on the foundation plan that "Prior to the contractor requesting a . . Building Department . *Foundations may support a roof in foundation inspection, the soils addition to the floors. Where orily,a engineer shall advise the building roof is supported, use foundation for one official in writing that: floor. .. - 1. The building pad was prepared in #1. Show foundation sills to be pressure accordance with the soils report, ( . treated, or equal. Section 2516 (c) : * •• 3. . • - . 11/17/93 7 - ..... - - -- -;: •:--- -- 4. -.--- - c. "Show foundation bolt size and /'9. In 2-story buildings, shear panels . .. spacing. Section 2907 M . at the first story (at least 48 inches in width) shall be located at L. Specify size, I.C.B.O. number and each end or as near thereto as 5f manufacturer of power driven pins possible and comprise at least 25 and expansion anchors. Show edge percent of the linear length of the and end distances and soacing. wall, or provide design. Section Section 302 (d). 2517(g)3, Table 25-V. '. If required, show size, embedment l9'. Note cross bridging or blocking. -7 and location of hold down anchors on ( Floor joists and rafters 12" or foundation plan. Section 302 (d) . more in depth shall be supported laterally by bridging at intervals ' : If hold downs are required, note on not exceeding B feet, unless both plan that hold down anchors must be edges are held inline. Sec. 2506 tied in place prior to foundation (h) - inspection. Section 305 (e) 1. 4 1 15/1. Show blocking at ends and at Show adequate footings under all 7 supports of floor joists, rafters bearing walls and shear walls. and trusses at exterior walls. Section 2907 (b). Section 2517 (d) 3, 2517 (h) 7. - - . Show on the plans details for .• l9. Bearing partitions, perpendicular stepped footings steeper than 1:10. / to joists, shall not be offset from ..Section 2907. (c). ( supporting girders, beams, walls or partitions, more than the depth of 'Show.'.minimum 18" clearance from . the joist. Section 2517 (d) S. grade to bottom of floor joists and . minimum 12" clearance to bottom of 113. Show rafter ties. Rafter ties Section 2516 (c) 2 4 irders / shall be spaced not more than 4 feet on center and be just above - '.Showpier size, spacing and depth the ceiling joists, where rafters into undisturbed soil. Table 29-A, and ceiling joists are not parallel. Section 2517 (h) 5. - .t$Show minimum uñderfloor access of -' -18 x 241". Section 2516 (c)2. 1/4. Show rafter purlin braces to be not S . / less than 45 degrees to the 4; Show minimum underfloor ventilation . horizontal. Section 2517 (h) 6. 'f t equa1 to 1 sq. ft.. for each 150 sq. ft. of underfloor area. Openings 105 Show double top plate with minimum shall be as close to corners as 48" lap splice. Section 2517 (g) practical and shall provide cross 2 . vent i1ation---. on - at least two - - S S .• . - . ..Tapproximatély, opposite -- sides. I2'6. Show nailing will be in compliance --'- Sectión 2516 (c) 6. .- I with Table 25-Q. .- - .... . .5 . S . . . FRAMING . 17. Show or note fire stops at the • / following locations per Section.. - , 98 Show wall bracing. Every exterior 2516 (f): - wood stud wall and main cross-stud partition shall be braced at each a. In concealed spaces of stud end at least every 25 feet of length walls and partitions, including with 1 x 4 diagonal let-in braces or . furred spaces, at the ceiling S - equivalent. Section 2517 (g) 3, and floor levels and at 10 foot . Table 25-V. . intervals both vertical and - •. . .y horizontal; - . .5 . . Sc..., 11/17/93 .. . . 8 I - - b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C . In concealed spaces between stair stringers at the top and bottom of the run and between ' studs along and inline with the 'run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, .' chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. - At openings between attic spaces and chimney chases for factory-built chimneys. l/. In duplexes, draft stops shall be 7, provided in floor-ceiling - assemblies and attics-in line with walls separating units and - •-" separating units from common areas. :- :;-••-'• Section 2516(f)4. -- 194 Show 7 stud size and spacing Maximum allowable- 'stud heights: Bearing wall: 2 x4' and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 . '. x 6 max. 201 . Table 25-R-3. ]J0. Studs supporting two floors, a roof (..':and ceiling must be3x4or2x6 ,- - at 16" o.c. Table 25-R-3. - -' - Note on the plans that an A.I.T.C. • Certificate of Compliance for glued - laminated, wood members shall be given to the building inspector prior to installation Section - 2505. '.:. -.. Detail all post-to-beam and post- .. f 'to -footing •connections and - - reference the detail to the plan. -' Section 2516 (m) /3- Detail shear transfer connections, including roof and. floor •. ' diaphragms, to shear walls. • , - Section 2513. 114. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)] 17g. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. /6 - Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure non- bearing condition between supports as designed) Provide roof framing plan and floor framing plan. Section 302 (d). /8-Provide framing sections through Section 302 (d). Specify all header sizes for openings over 4' wide. Section 2517 (g). S. Y0. Provide - calculations for main vertical and horizontal framing members and footings. Section 302 (b). 1/1. Provide calculations for lateral loads, shear panels, shear transfer and related.. Section, 302 (b). In- Seismic- Zones'- 3 'and - 4 the I allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. /3. Show on the plans all structural requirements developed in the, structural calculations. Section 302 (d) . (See comments below or at end.) 11/17/93 9 124. Columns and posts located on /2- If foundation cripple wall studs concrete or masonry floors or decks are less than 14" high, framing : exposed to the weather or to water shall be solid blocking, or splash or in basements and which sheathed with plywood. Section support permanent structures shall 2517 (g) 4. • be supported by concrete piers or • metal pedestals projecting 1" 3. Cripple wall studs exceeding 4 feet minimum above floors unless I in height shall be 3 inch by 4 inch • approved wood of natural resistance or 2 inches by 6 inches when to decay or treated wood is used. supporting 2 stories. Section 2517 Section 2516 (c) 4. (g) 4. • SrA 14 Sr',ic45 ,- 5. Individual concrete or masonry 134 Note on the plans that "all 7 piers, shall project at -least 8 weather-exposed surfaces shall have . inches above exposed ground unless. a weather-resistive barrier to the columns or posts which they protect the interior wall covering - support are of approved wood of and that exterior openings shall be natural resistance- to decay or - flashed in such a manner as to make treated wood is used. - - them weatherproof". Section 1708. - • Section 2516 (c) 4. CiANICAL (UNIFORM MECHANICAL CODE) - Show location of attic access with / a minimum size of 2211 x30", unless All heating, ventilating, and cooling the maximum vertical headroom systems and appliances shall comply with :-- - height in the attic is less than the Uniform Mechanical Code. - 30". Access must be provided to --3 'each separated attic area, shall be 1). Show the size, location and type of . •. located - in - a hallway or other ' all heating and cooling appliances readily, accessible location and 30" or systems headroom clearance is required - above the -. opening. Section 136 Every dwelling unit shall - be 2 3205(a). provided with heating facilities ' - capable of maintaining a room. - .Detail truss layout for 30" x 30" temperature of 70 degrees F. at 3 .attic - access, if -. required for feet above the floor - in all equipment in the attic and detail habitable rooms Show basis for "Z 30" x 30" clearance through truss compliance. UBC, Sec. 1212. webs. -- . - ICA.) /oo,m45 ],ZC7 Note on the plans that the FAU Z8. Specify - plywood and/or particle f closet or alcove must be 12 inches board thickness, grade and panel wider than the furnace or furnaces span rating Table 25-S being installed UMC Section 704 - 9TW'róbf'pitch--is-less than 3:12,- 1. Show minimum 30" deep unobstructed fdesigñ ridge as a.beam. Section / - working space in front of furnace. 2517 (h) Section 505, UMC - - 1/0. Ridges, hips, and valleys shall be ifl. Furnace shall not be installed in - f at least one size larger than any bedroom, bathroom or in a supported rafters. Section 2517 closet or confined space with - (h) 3. : - access only through such room - : unless specified as direct vent In open beam construction, provide appliance, enclosed furnace or - •: / strap ties across the beams at the electric heating appliance. Section - ridge support. Section 2501 (b) . 704, UMC. - 1. Show source- of combustion air to - • I furnace, per Chapter 6, UMC. : -- - - 11/17/93 - - -- - 10 S. 't _-*' .5_I, 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, tJMC. • 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, UNC. permanent electrical outlet /3..Show and lighting fixture controlled by a switch for furnace located in -attic or underfloor space. Section 708.& 709, uNc. Show details to comply with Section 709 for furnace under the floor, or '.' . Section 710 for roof or outside , furnace. - : . C 5. 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. - `71 146. Note on the 'plans that• approved spark arrestors shall be installed on all chimneys Section 3703(h) )4".Note on plan: Gas vents and non- combustible piping in walls, passing . through three floors or 1ess, shall be effectively draft .-.j-•.• stoppedat.each floor or ceiling. UBC, Section 1706, (C) 3 Provide dryer vent to outside The -- maximum length is 14 feet with two - 90-degree elbows UMC, Section 1903 -..ELECTRICAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. 1)4. 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. No p 6 ],I0. Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a). 'i. Show on the plans that countertop receptacle outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these - required outlets. • '• - Dwelling Unit Receptacle Outlets Counter Tops 270.52(c) F-2±-2--I )-2 0 0 I ° - - 4 Rst WO ' •' - '1:. 4- 2' I -• • --5. . 1enor-. ::i Dungkea 1. Show on the plan that receptacle .( outlets in hallways comply with 1990 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. /a,o AOP27#G ,L1 4r1 /'l!d ,4Acer Sfr,Aj L9.IJ 1r,4,4 (,4j0 ''fd . 5tj d,A4is ,' /Cô A'rpo,ar z'8) - -- 11/17/93 . 11 Show on the plan that ground-fault. circuit-interrupter protection -' complies with 1990 NEC Art. 210-8, which reads as follows: . All 125-volt, single-phase, 15- and 20- ampere receptacles installed in .ba s. garages, basements, - . outdoors nd within 6 feet of a xi c en sink. PLUMBING (UNIFORM PLUMBING CODE) Show water heater size, type and . I, location on plans. uc;. Section 1301. - - .,Note on the plans that "combustion / air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". - .14.. Fuel combustion water heater shall ., /,. not. be installed in clothes closets, in a bathroom or bedroom, or. in a closet opening into . bathroom or bedroom. UPC, Section '- 1309. or 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. ;.../~8. Show T and P valve on water heater - and show route of discharge line to : exterior. UPC, Section 1007 (e) - 9. Show that water heater is adequately braced to resist seismic forces UPC, Section 1310 Show shower stall can accommodate a /; 30" circle and has a minimum floor area of 1,024 sq. in.. UPC 909(d). ., 1JL. 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 , 11/17/93 National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). NOISE INSULATION (DUPLEXES) l. 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, or insulated to maintain required sound transmission rating. Title 24. l. Provide insulation in walls and e' ceiling to achieve STC of 50 between garage and living area if - garage use is not controlled by resident. Title 24. . ENERGY CONSERVATION . . NOTE: Plans submitted after January 1, 1993 must comply with the new energy - standards. Provide plans, calculations and worksheets to show compliance, with" current energy standards.. /6. 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. - /?-v- oi • - 12 iI. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist." g. Show the make, model and V efficiency of the space heating (or cooling) system. 1J. For room additions, show compliance with the energy standards. See attached. Provide fluorescent general lighting (40 lumens per watt) in kitchen(s) and bathrooms. 172 Provide a note, on the plans stating "All new, glazing (fenestrations) will be installed with a certifying label attached, - showing the U-value." CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Energy conservation design should be for Zone 7. i$. For gas piping under slabs that f. 'serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. New residential units must be pre- plumbed for future solar water - - heating. Note that two roof jacks must be installed where the water '., heater is in the one story garage " '. and directly below the most south facing roof (City Ordinance No. 8093). y16. Note that two 3/4" copper pipes must- be installed, to the most convenient future solar panel - '.. - location when the water heater is not in a one story garage and is . not directly below the most south facing roof. (City Ordinance No. .8093). ')47. All piping for present or future .f solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). /78... Incorporate the waterproofing / details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). i/. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 180 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. All structures require a Class B f roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two /2. parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. Overflow roof drains shall / terminate in an area where they. will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. MISCELLANEOUS - 184 • 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. • - •. - .. . -• 186. Please indicate here if any -. changes have been made to 'the plans that are not a result, of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No 11/30/93 13 -- The City of Carlsbad has contracted with Esgil Corporation located at 9320 7 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the elan check .for your project. If you have any questions regarding these plan check items, please contact k) at Esgil Corporation. Thank (Th) P - -- 1-'o/.tj • C.d~4<' / j, r , r .4u# or .T ••• . •..-: .•,-•• --..• - -. 'fr -7*•. t 11/19/93 14 R-30 R-13 R-19 0.75 20% + Removed2 .663 -.- 4 q. 7%AFUE5 6. EHSPF5 6 . GHSPF5 100-499 ft2 R-30 R-13 R- 19 500-999 ft2 0.75 0.75 20% + Removed' 20% .66 3 .66 Req.' Req.' 78%AFUE5 6 . 8HSPF5 6 . 6HSPF5 >1000 ft2 R-30 R- 13 R-19 78%AFUE5 6 . BHSPF5 6 . GHSPF5 ENERGY REQUIREMENTS FOR RESIDENTIAL ROOM ADDITIONS - CLIMATE ZONE 7 : CO!?ONENT <100 ft2 '• -.• INSULATION ', Ceiling R-19 R-13 Floor R-13 :-GLAZING (FENESTRATION) -U-Value' 0.75 of added floor area <50 sq. ft. - - n/a THERMAL MASS n/a SPACE HEATING Note 45 (no electric allowed) If Gas, efficiency= If Heat Pump: Split System, efficiency= Single Package System, eff.= Floor Area of Room Addition SPACE COOLING Note' If Split System, eff.= 10.0SEER5 10'.0SEER5 " 10.0SEER . If Single Package, eff.= 9.7SEER5 9.7SEER5 9.7SEER5 WATER HEATING ' Note ' Note' Note' Note' ' ' l.T Please note that some metal-frame windows may not satisfy the U-value requirement of 0.75. For additions and alterations only, dual glazed "greenhouse" windows and skylights may be assumed to meet this requirement - 2 20% of added floor area plus the area of any glazing removed because of the addition 3 A coefficient of 0.66 will be assumed to be provided when dual glazing is used 4 If the addition will be on top of existing construction, and (a) If the addition has conditioned area below all portions, then no thermal mass is required-.'---"-'.'-.-,- - - - , (b) If the addition will be over non-conditioned area (partially or wholly) in 'a building mostly of raised-floor construction (after the addition), then thermal mass is required in the addition (equal to 5% of the area of the addition that is over non-conditioned space). This maybe provided by showing a 2" concrete slab at hearths, countertops, ,- •'' etc. (c)If the addition will be over, non-conditioned area in a building mostly of slab-on-, grade construction (after, the addition), then no thermal mass is required. = -•. If the addition will be at the ground floor, and: (a)If the addition will be in a building mostly of raised-floor construction (after the addition), then thermal mass is required in the addition (equal to 5% of the added conditioned footprint area). This may be provided by showing a 2" concrete slab at - hearths, countertops, etc. (b)If the addition will be in a building mostly of slab-on-grade construction (after the addition), then thermal mass is required in the addition (equal to 20% of the added conditioned slab-on-grade floor area). This may be provided by covering a portion of . the slab-on-grade with tile, wood, etc. - If the existing system will be utilized (if no additional systems are needed to provide UBC heating requirements) ,. there are no special requirents, other than . mandatory : insulation for any extended ducts,.etc. If the total number of water heaters increases in the residence, then calculations must be submitted to show that the entire existing-plus-addition system meets the water heating energy budget. Certificate of Compliance: Residential (Page 1 of 2) CF-1 R Project Title Dale t.,., Project Addres-s / Documentation Author Telephone -Y .Cornpllance Method (Package. Point System or Computer) Climate Zone GENERAL INFORMATION Total Conditioned Floor Area: f12 Building Type: Single Family Addition . (check one ormore) - Multi-Family. . Existing-Plus-Addition - Front Orientation: . - North / East I South / West I All Orientations (Input orientation in degrees aid circle one) Number of Dwelling Units 16 Floor Construction Type Slab / Raised Floor (circle one or both) BUILDING SHELL INSULATION - Construction ?:Component.. Insulation Assembly Location/Comments . Type R-Value U-Value (attic, to garage, typical. etc.) Wall -------------- -- Wall .T'Roof -------------- :Roof Floor Slab Edge Ct- FENESTRATION Shading Devices -:Feñestration Area Fenestration Interior Exterior - Overhang .. Framing Type Orientation (SI) U-Value (roller blind. etc.) (shadescreen. etc.) (yes/no) - (metal/woodMnyl) - Front.'.. Front - Rear..;..( Rear . Ri Right.....( ....... ......Skylight Skylight THERMAL MASS Type/Covering - Area Thickness ' (slab/exposed tile etc) (sf) (inches) Location/Description (kitchen bath etc) R.vlaed January 19e2 . - Certificate of Compliance Residential (Page 2 of 2) CF-1 R project Title Date - - : 'HVAC SYSTEMS Note input hydronic or combined hydronic data under Water 1CaJ1 Sys errs except Design Heating Load Distri5uio Heting Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat .pumø. etc.) (AFUEJHSPF) (ducis/anic. etc.) R-Value Type Cooling Equipment Minimum Duct - . Type (air conditioner. -Efficiency Location Duct Thermostat Configuration .• heat pump. evap.cooling) (SEER) (attic, etc.) R-Value Type (split orpackae) :• ________ ____________ _______ ..•• '.. . . :,.WATER HEATING SYSTEMS Energy 1 External Rated 1 Tank Factor or Tank Water Heater Distribution Number input (kW Capacity Recovery Standby' insulation .-Type Type in System or Btulhr) (aiIons) Efficiency Loss (%) R Value t• V . I For small gas storage (rated input 75.000 Btu/hr) electric resistance and heat pump water heaters list Energy Factor - . - For large gas storage water heaters (rated input 75.000 BtuThr). list Rated input, Revery Efficiency and Standby Loss. For Instantaneous gas water heaters list Rated input and Revery Ethcency. - SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) V "COMPLIANCE STATEMENT - This certificat e of compliance lists the building features and performance specifications needed to comply with Title 24, Paris 1 and 6, of the CallIon'ua Code of Regulations, and the administrative regulations to implement them This certificate has been signed by the individual with overall design responsibility. Whr, this certificate of compliance is submitted for a single building plan to be built in multiple orientations , any shading feature that is varied is indicated in the Special Features/Remarks section. I Deslgner or Owner (per Business & Professions Code) Documentation Author ;-... Name: V V Name: V V - Tide/Firm: V Tide/Firm: . •. V V V Address: Address: V VV Telephone: V Telephone: . V - . H •: V (date) (signature) . V• (date) 4. Enforcement Agency V Tide: V V. V V V• .' Agency: . • Telephone:'___________________________________ • (sigriatur&stamp) V (date) • - V V V Rsvls.d January lgg2 .. - V V Mandatory Measures Checklist Residential MF1R NOTE: Lowrise residentiai buildings subject to the Standards must contain these measures regardless of the compliance -. approach used. Items mari'ed with an asterisk () may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding-minimum component performance specifications for the mandatory measures whether they are shcwri elsewhere in the documents or on his chelist only. DESCRIPTION DESIGNER I ENFORCEMENT Building Envelope Measures - §150(a): Minimum R-19 ceiling insulaon. -'§l 50(b): loose fit iriulaon manufacturers labeled R.Vaiue. §150(c): Minimum R-13 wail insutaon in framed walls (does not apply to exterior mass wails). §150(d): Minimum R-13 raised floor irisulaon in framed floors; minimum R-8 in concrete raised floors. §150(i): Slab edge insulation -water absorption rate no greater than 0.30110, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. - Indicate type and form. 116-17: Fenestration Products, Exterior Doors and lnfiftraorifExfiltraon Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestrabon products have label with cerDfied U-value, and infiltration cerficaon. c. Exterior doors and windows weathers ripped; all joints and penetraons caulked and scaled. - , i1 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. '- §150(1) Special infiltrationbarrier inedto comply with 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Derave Gas Appliances and Gas logs 1 Masonry and factory-built fireplaces have a. Closeable metal or glass door ........ b. Outside air intake with damper and control c. flue damper and control 2. No continuous burning gas pilots allowed Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters showerheads and faucets certified by the Commission. §150(1) Setback thermostat on all applicable heating systems : §150(j): Pipe and Tank Insulation Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation .,, • blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). First 5 feet of pipes closest to water heater tank, non reoroilating systems insulated (R-4 or greater) An buried or exposed piping insulated in rearailahng sections of hot water system. — 4 Cg system piping below 55°Finsulated - 5 Piping insulated between heating source and indirect hot water tank. : •9150(m): Ducts and Faris Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 14: ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. Exhaust fan systems have backdraJt or automatic dampers - ,, 3. Gravity vendIang systems serving conditioned space have either automatic or readily accessible, - - manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment System is cerfied with 78% thermal efficiency, on-off switth, weatherproof operang instructions, no electric resissrice heating and no pilot light. System is installed with: . a. At least 36 pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. Pool system has direcdorial inlets and a circulation pump time switch. • •.115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot fight. (Exception: Non-electrical cooking appliance with pilot c 150 Btu/hr.) Lighting Measures '• • • • - §150(k): 40 lumehs.watt or greater for general fighting-in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cave() approved. Revised January 1992 Oki oaoPMEHTAL 12 ELM AVENUE * SERVICES - cARLSBAD. CA BUILDING DEPARTMENT ttp of arE!5bab .*.-- .I . - 1 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE HUE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING ......................... ...... Site Address S - - - Legal Description - - . ,e- - Assessor's Parcel NvDer :- Quantity of Grading in cubic yards .• - - .5.. Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on th i s P r o p e r t y Variance, Corxitional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan S - SS'_ 5S S - PLAN CHECK NUMBER --= • • . -• - - -. - •. - - S Cd 112383 . -. 4.7 p •T • • - •• - .. - . ••-.-.-*-. ,-•,.•. - 5 5 0• -..'. - S. —Ps ".5.-. -. -.5. 1• - S - - - -. 5. 5- . - -4 -5 5. 5. .5. 'Dtei /-' Jurisdiction CARLSBAD Prepared bys Bldg. Dept VALUATION AND ?LN CrECi< _'EE 0 Esgil - ' PLAN CHECX NO. BUILDING ADDRESS -2q,' : APPLICANT/CONTACT %,cditrlp,4 5P JJ ON E NO. 9/- , BUILDING OCCUPANCY -. DESIGNER FONE_____________ TYPE 0? CONSTRUCTION CONTRACTOR PHONE____________ -BUILDING PORTION BUILDING AR ak VALUATION VALUE 1ULTIPLIER Ls 'o. —Ai --- Conditioninz. Commercial ---' - Residential 1 1 @• -. _______________________ Res. or Comm. Fire SDrinklers - _! -. Total Value 3 23 37 BLil din g Permit Fee S_________________________________________________________ Plan Check Fee S $ / 97 COMMENTS -& SHEET 0F___ 12/87 4 City of Carlsbad S . S BUILDING PLANCHECK CHECKLIST DATE: PLANCHECKNO.___________ BUILDING ADDRESS: 2 PROJECT DESCRIPTION: ASSESSORs .PARCEL NUMBER: 10,7- EST. VALUE .32 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been' approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed, by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with intructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections' to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. ATTACHMENTS O Dedication Application 0 Dedication Checklist 0 Improvement Application O Improvement Checklist ri - CONTACT PERSON NAME: . L.J ruwre im prove meni #kgreernenT t 4 • - S P:\docs\chklst\bp000l.frm ADDRESS:______ PHONE:_____ ) WrI1013 2075 Las Palmas Dr. • Carlsbad', CA 92009-1576. (619) 438-1161 0. FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 3rdv1 1J U El 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements - Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets /_.0 12 2. Show on site plan: A Drainage Patterns C Existing Topography / B Existing & Proposed Slopes 12 0 3. Show on a section drawing or include a note stating that there is a minimum of 611 difference between the finished floor and the finished grade elevation adjacent to the structure 0 4. Include note: "Suace water to be directed away from the building fQundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)" • On graded sites, the top of any exterior foundation shall extend above the elevation of the Street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per. 1990 UBC 2907(d)5.). 12 12 5 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant impro¼,ement projects, include: Total ' building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION -. - -•.•-- - • . • . . ., . .-. ..-• . . . . . ... - :. . • - . .. • . . . - P:\docs\ch1dst\bp0001.frm. ' - Page 1 of 4 . - ' . • REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 12/ 2nd' 3rdf 6. Project does not comply with the following Engineering Conditions of approval for Project No. V V V Conditions were complied with by: Date V - . V DEDICATION REQUIREMENTS 0 0 7. Dedication for all street Rights-of-Way adjacent .tothe building site and any storm V V/4 drain or utility easements on the building site is required for all new buildings and for, remodels with a value at or exceeding $______________ -pursuant to Code Section 1840030 Dedication required as follows .. ' V. V Attached 'pleaie find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the V checklist at the time of resubmittal. • V • • - • V V V V & Dedication completed by V V Date:___________ V V V V IMPROVEMENT REQUIREMENTS . V • • V 0 0 V 0 8a.. All needed public improvements upon and adjacent to the building site must be ' V constructed at time of building construction whenever the value of the construction V exceeds $ I,ot,V -pursuant to Code Section 18.40.040. V Public improvements required as follows V . * Please have a registered Civil Engineer prepare appropriate improvement plans and V V., • submit them together with the requirements on the attached checklist for a separate V V • V V & plancheck process through the Engineering Department. Improvement plans must be V V V • V • approved, appropriate securitiesposted and fees paid prior to issuance of permit. V - 'V • •V V Attached please find an application form and submittal checklist for the public V improvements requirements. Provide the completed application form and the . requirements on the checklist at the time of resubmittal Improvement Plans signed by Date P:\doc\chkIst\bpOOO1.frrn - • Page 2 of 4 : BUILDING PLANCHECK CHECKLIST 1 sW 2nd' 3rd', . O 0, 0 • Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_____________________ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized ,•. and approved by the City.priorto issuance of a Building Permit. Future public improvements required as follows:. 0 0 0 Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by Date 0 8d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code El o 0 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 0 EV 0 9b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. • NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date L!1 0 0 9c. No Grading Permit required. • • it •j • • - •- • - - • BUILDING PLANCHECK CHECKLIST P:\doc9\chk1st\bpOOO1Jrm Page 3 of 4 REV 6/5/92 r I . - • - - n MISCELLANEOUS PERMITS -1st)! 2nd! 3rdv' 0 J7 0 0 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or . private work adjacent to the public Right-of-Way. Types of work include, but are not limited to street improvements, trees, driveways - ' A separate Right-of-Way permit issued by the Engineering Department is required for the following 0 0 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page 0 0 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit . I Industrial waste permit accepted by Date 1 .6.- . '0 'I '0 . . . - . • 0 0 if ( .1 •o . • . . --' 0 -'0- - 0 • . . - • 0, '0 '0 4 — P \docs\chklst\bp000l frm Page 4 of 4 REV 6/5/92 ,CALCULATIONS WORKSHEET EDU CALCULATIONS EDU's 'ADT CALCULATIONS ADT s '7 > FEES REQUIRED:' WITHIN CFD 0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) El NO .•, .• '• ' O 1 PARK-IN-LIEU-FEE PARK AREA FEE/UNIT: O 2 TRAFFIC IMPACT FEE ADTs FEE/ADT 0 3.' BRIDGE AND THOROUGHFARE FEE ' • ' ADT's FEE/ADT 4 FACILITIES MANAGEMENT FEE ---------- ZONE: FEE/EDU 5 PUBLIC FACILITIES FEE 0 6. SEWER FEES PERMIT No.. EDU's FEE/EDU $__________ BENEFIT AREA:' FEE $________ 0 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT) - . * ' . • REMARKS: • . •-: REV 6/5/92 PLANNING CHECKLIST Plan Check No 9 I1UJ Address 2It/ -r? r44, a dA Planner DAVID RICK Phone 438-1161 ext. 432i I. (Name) APN:. /7 -/0 ii Type of Project and Use Re's JJ 4 Zone 6?..,A - 10 'Facilities Management Zone 2 cFD(in('o(ib) #. .. . . cir (If property in, complete SPECIAL TAX CALCULATION ° . . WORKSHEET provided by Building Department.) 'I . Legend . =e . . .' . . Item Complete • . . E Item Incomplete Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Ennmta1Review Required YES - NO DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval El 11 Discretionary Action Required YES - NO ZTYPE APPROVAL/RESO NO DATE PROJECT NO. , OTHER RELATED CASES: ' Compliance with conditions of approval' If not, state conditions which require action ' Conditions of Approval C3 0 California Coastal Commission Permit Required YES - NOi DATE OF APPROVAL: . '•- San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action: Conditions of Approval 0 Lnc1usonary Housing Fee required: YES - 'NO (Effective date of Inclusionary Housing Ordinance May 21,1993) Site P1an ' • - . 0 0 0 1 Provide a fully dimensioned site, plan draw n' to scale Show North arrow, property lines, easements, existing and proposed structures, - streets, existing street improvements, nght of-way width, dimensioned setbacks and existing topographical lines . 110. 0 2 Provide legal description of property, and assessor's parcel number Zoning [3'EiO 1 Setbacks Front: •' Re4uired Shown mt. Side: Required 7.1 / Shown (2-:6 Street Side: Required u Shown M9' •. Rear: . Required ('.3.' Shown i7' • 0 2. Lot coverage: Required O/oShown & 10) 3/0 0 3 Height:Required O'/Shown /0 1 Q /CI El 0 4. Parking •Spaces Required ' 2. Cr Shown Guest Spaces Required . , • Shown O 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 7/ * 1 r_. •• , . • • • - •. - • • •' -- 1 PLNCK FRM .- •,0 - • . ,-.. .