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Home My WebLink About2617 COLIBRI LN; ; CB950902; PermitWft BUILDING PERMIT 08/01/95 16 Page 1 of Job Address Permit Type Parcel No Valuation: Permit No Project No Development No CB950902 A9501285 • 2617 COLIBRI LN RESIDENTAL ADD/ALT 215-535-18-00 161,304 Suite Lot#. Construction Type VN Occupancy Group R3/M1 Description. 1716 SF 1ST & Reference* 2ND STORY ADDIT Status Applied Apr/Issue Entered By ISSUED 07/06/95 08/01/95 RMA Appl/Ownr HEDJRAN, NADER 2617 COLIBRI LN CARLSBAD, CA 92OQ 619-284-1848 *** Fees Required Fees Adjustments: Total Fees Fee description iected & Credits *** 00 557 00 1,021 00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plum Each Plumbing Fixtu! Each Install/Repair Gas Piping System * PLUMBING TOTAL Enter "Y" for Electric Enter "Y" for Remodel * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issul Install Furn/Ducts/Heat Pumps Each Install Fireplace * MECHANICAL TOTAL 857 557 16 1430 20 63 7 7 97 10 10 20 15 9 6 31 00 00 00 00 00 Y .00 00 00 00 00 Y 00 Y 00 00 Y .00 50 .00 INSP. CLEARAN .FINAL APPROVAL DATE A 2969 08/01/95 0001 01 02 C-PRMT 1021-00 CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 09/14/95 14 56 B U I L Page 1 of i Job Address 2617 COLIBRI LN Permit Type RESIDENTAL ADD/ALT Parcel No 215-535-18-00 Valuation 161,304 Occupancy Group R3/M1 Description- 1716 DING PERMIT Suite Lot*. Appl/Ownr HEDJRAN, NADER 2617 COLIBRI LN CARLSBAD, CA 92009 Permit No. CB950902 Project No. A9501285 Development No- 3688 09/14/9? OOOl 01 'P C-FRMT 35 ,,eo Construction Type. VN Status- ISSUED Applied 07/06/95 Apr/Issue 08/01/95 Entered By- RMA 619-284-1848 ***Fees Required * ** Fees Adjustments Total Fees Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plu,,™ Each Plumbing Fixtl Each Install/Repai* Gas Piping System * PLUMBING TOTAL Enter "Y" for Electri Enter "Y" for Remodel Other * ELECTRICAL TOTAL -<™«w In-tal'Y' f°r Mechanical IssuPl'^•^•"^s/riGcit Pu_mi"}c? Ea™h Insta11 Fireplace * MECHANICAL TOTAL & Credits *** .00 1,578 00 35 00 Ext fee Data 857 00 557.00 16 00 1430.00 20.00 Y 63. 00 7 00 7 00 97. 00 10 . .0 0 Y 10 00 Y 35 00 ELEC 55 00 15 00 Y 9. 00 6 50 31 00 U G FINAL APPROVA !NSP.^yL_ DATE L CLEARANCE T C'TY OF CARLSBAD Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 e^r/33f PERMIT APPLICATION City of Carlsbad Building Department 2075 Las PaImas Dr.. Carlsbad. CA 92009 (619) 438-1161 I PERMIT TYPE From List 1 (see back) give code of Permit-Type For Residential Proiects Only From List 2 (see back) give Code of Structure-Type Net Loss/Gam of Dwelling Units PLAN CHECK NO. EST VAL_ PLAN CK D! VALID BY. DATE IL>I £fc /?b 2. PROJECT INFORMATION 2606 07/06/95 0001 01 02 C-PRMT 557.00 FOR OFFICE USE ONLY Address a^|A C^VAri \* Nearest Cross Street CA (Z (_> 3 XV f> Building or Suite No LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No I Phase No *> CHECK BELOW IF SUBMITTED ; Energy Calcs 2K2 Structural Calcs Q 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK OF STORIES # OF BEDROOMS # OF BATHROOMS 3 CUNTAL.T PEKSUN or aitierent rrom applicant; NAME (last name first) f^Jhfoefl- j-|£b }&/*•'' ADDRESS 0-6 I ~l . fat > CITY STATE CZK ZIP CODE g['2-/->Q<( DAY TELEPHONE 4 APPLICANT LJLONTRACTOR LTAGENT FOR CONTRACTOR NAME (last name first) C-A^C A,-_.~ . .ADDRESS CITY e AS STATE ZIP CODE OWNER U AGENT FOR OWNER DAY TELEPHONE 5 PROPERTY OWNER NAME (last name first) CITY STATE - ADDRESS ZIP CODE DAY TELEPHONE 6 CONTRACTOR NAME (last name first) CITY I «S r^- ADDRESS STATE ZIP CODE DAY TELEPHONE STATE LIC #LICENSE CLASS CITY BUSINESS LIC # DESIGNER NAME (last name lirstj CITY STATE ZIP CODE DAY TELEPHONE STATE LIC # WORKER!? COMPENSATION Workers Compensation Declaration I nereby allirm that I have a certificate or consent to selt-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certiticate ot Exemption I certify that in the performance ot the work tor which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Uwner-Buiiaer ueclaration 1 hereby attirm that 1 am exempt from the Contractor's License Law tor the tollowing reason 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 *> U(,offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 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 [S500]) SIGNATURE f^Sf. Jf(^ ^J^T~^ DATE COMPLETE THIS SECTION FOR NOW-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS TIIE APPLICANT HAS Mgr OR IS MEE1TNG THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT ' CONSTRUCTION LENDING AGENCY I hereby attirm that there is a construction lending agency tor the performance ot the work tor which this permit is issued (Sec 3097(1) Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 AppucANi cj'jt nncftnoN I certify that 1 have read the application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE OTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSIIA. 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 SIGNATURE// / DATE $ &) WHITE: File YELLOW. Applicant PINK: Finance PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palroas Dr., Carlsbad, CA 92009 (619) 438-1161 1 PERMIT TYPE From Ust 1 (see back) give code of Permit-Type For Residential Proiects Only From List 2 (see back) give Code of Structure-Type Net Loss/Gain of Dwelling Units PLAN CHECK NO.2. EST. VAL PLAN CK D VALID BY DATE .1 ~ , - /Y 7 S 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address ^ < , ^ Nearest Cross Street Building or Suite No J 8A O ; CA LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No Phase No CHECK BELOWIF SUBMITTED D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ FT # OF STORIES # OF BEDROOMS * -n> # OF BATHROOMS 3 CUNIACI FKKSUN lit ditierent trom applicant,) NAME (last name first) /U^/) £> g ^ CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 4 APPLICANI D CONTRACTOR NAME (last name first) CITY EJ AGENT FOR CONTRACTOR Q'QWNER f_J AGhN I FOR OWN hR ((A ~/ /LMfc.^^0^35 -rLa. SK>-V*. A S A W - STATE ZIP CODE DAY TELEPHONE 5 PROPhK IT OWNER NAME (last name first) CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 6 CON niACTOR NAME (last name first) CITY ADDRESS STATE ZIP CODE DAY TELEPHONE STATE LIC # DESIGN LR NAME (.last name first; CITY STATE LICENSE CLASS ZIP CODE CITY BUSINESS LIC # DAY TELEPHONE STATE LIC # WORKERi? COMPENSATION Workers' Compensation Declaration I hereby attirm that 1 have a certiticate or consent tosclt-insure issued by the Director ormdustnal 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 oTExemption I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Uwner-ljuilder Declaration 1 hereby atlirm that I am exempt trom the Contractors License Law lor the lollowmg reason I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 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 morethanjjvejumdred dollars [S500]) . SIGNATURE >^v_^<, ^^'}JLJr DATE °\ / COMPLETETHIS 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 nsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE LSSUED AFTER JULY 1, 1989 UNLESS TIIE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND T11E AIR POLLUTION CONTROL DISTRICT 9"CONSTRUCTION LENDING AGENCY 1 hereby attirm that there is a construction lending agency tor the performance ot the work tor which this permit is issued (Sec 3097(iJ Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPLK.AN I' I certify that I have read the application and state that the above information is correct 1 agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS TIIE OTY OF CARLSBAD AGAINST ALL LIABIIITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF 11 US 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 SIGNATURE ^ / // f DATE WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB950902 FOR 01/19/96 DESCRIPTION: 1716 SF 1ST & 2ND STORY ADDIT TYPE: RAD JOB ADDRESS: 2617 COLIBRI LN APPLICANT: HEDJRAN, NADER CONTRACTOR: OWNER: REMARKS: MW/NADER/431-2444 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK* CB950902 OCC GRP R3/M1 CONSTR. TYPE VN STE: LOT: 619-284-1848 INSPECTOR V TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 122295 Final Combo 121595 Final Combo 101395 Interior Lath/Drywall 101395 Exterior Lath/Drywall 101395 Gas/Test/Repairs 100695 Frame/Steel/Bolting/Welding 100695 Insulation 100695 Rough Combo 100395 Rough Combo 100295 Rough Combo 092895 Interior Lath/Drywall 092895 Service Change/Upgrade 092895 Rough Combo 092195 Rough/Topout 091495 Rough Combo 091495 Shear Panels/HD's 090595 Frame/Steel/Bolting/Welding 090595 Roof/Reroof 090595 Rough/Topout 080395 Ftg/Foundation/Piers ACT CO CA AP AP AP AP AP AP CO NS CO AP CO AP CO AP CO AP CO AP INSP PY PD PY PY PY PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD COMMENTS SEE NOTES ON CARD CALLED OWNER REL SVC UPGRD —TV ** -~ ~^^fi ' J^ La/ninflted Architectural Glass Design Anaivsir bv Monsanto Company- Manufacturer of SAFLEX* Plastic Interlaver Lamiriflted Architectural Glass, iror in-for-mfltion call 1- * SAFLEX is a Re-g-i sjt<?r-pd Trademark cs-f Monsanto Company, fl program comol events th«? handbook, A Guide to the Structural Performance o-f Lamin$ted Architectural Glass **>,** PROJECT DESCRIPTION ******************* Project Name: V^'*1*'0 DISCOUNT 6LPSS - Project Location! -»A.ri d6U«>^ ^ Location a-t Glass in Project; j Prepared by: MIKE- GROSSMAN GLASS DESIGN ************ ****** MONOLITH 1C TWO SIDED SUPPORT Thicknessi 1/4 in. Uniform Loed acting on SI ass: 20 ps-f Hlflss Treatment: Ful i y Tempered M ci? iffium Unsupported Dimen&ionj 6i in, De'»ireO Unsupported Dimensions 54 in, Defied ion? , 1.0 in. For definition o< an ACCEPTABLE design, refer to program information. rin- '._»iiv.^ii •(i ^ WM%> in u11 •-> (./' u^/ ,*ni «r «• ijrt^t-'j Lipun AST/I r ^^-Vi'ii'ii'iislrtliiwi*w thft d«5i«« »r window gl#»s ftr^d on expsrJ m»ntftj testn of monolithic and I nmi n^t-prt n\*s*5. Arttifj) pprfnrmflnrp rtirty r1\Ff*>r-. i TOTfiL P 01 PERMIT* CB950902 DESCRIPTION: 1716 SF 1ST & CITY OF CARLSBAD INSPECTION REQUEST FOR 12/22/95 2ND STORY ADDIT TYPE: RAD JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2617 COLIBRI HEDJRAN, NADER LN PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK# CB950902 OCC GRP R3/M1 CONSTR. TYPE VN STE: LOT: 619-284-1848 REMARKS: MW/NADER/284-1848 SPECIAL INSTRUCT: PM PLS INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 121595 Final Combo 101395 Interior Lath/Drywall 101395 Exterior Lath/Drywall 101395 Gas/Test/Repairs 100695 Frame/Steel/Bolting/Welding 100695 Insulation 100695 Rough Combo 100395 Rough Combo 100295 Rough Combo 092895 Interior Lath/Drywall 092895 Service Change/Upgrade 092895 Rough Combo 092195 Rough/Topout 091495 Rough Combo 091495 Shear Panels/HD's 090595 Frame/Steel/Bolting/Welding 090595 Roof/Reroof 090595 Rough/TopOUt 080395 Ftg/Foundation/Piers ACT CA AP AP AP AP AP AP CO NS CO AP CO AP CO AP CO AP CO AP INSP PD PY PY PY PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD COMMENTS ON CARD CALLED OWNER REL SVC UPGRD EsGil Corporation Professional Plan Ketfiew Engineers DATE July 31, 1995 a /d" JURISDICTION Carlsbad CxLELAN REVIEWER Q FILE PLAN CHECK NO 95-902 SET II PROJECT ADDRESS 2617 Colibri Lane PROJECT NAME SFD Addition for Nader Hedjran The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Date contacted (by ) Telephone # REMARKS 1 All sheets of the two sets of plans must be signed by the person responsible for their preparation 2 Provide adequate barrier to protect water heater from vehicle damage An 18" platform for the water heater does not satisfy this requirement By Abe Doliente Enclosures Esgil Corporation D GA n CM D PC 7/25/95 tmsmtidot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (619)560-1468 * Fax (619) 560-1576 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE July 2O, 1995 a_APPUfi&t«: _ JURISDICJJj JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 95-902 SET I PROJECT ADDRESS 2617 Colibri Lane PROJECT NAME SFD Addition for Nader Hedjran The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Nader Hedjran 2617 Colibri Lane, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Date contacted (by ) Telephone # /^r^r: REMARKS By Abe Doliente Enclosures Esgil Corporation D GA Q CM D PC 7/10/95 tmsmtidot Carlsbad 95-9O2 July 20, 1995 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 95-902 JURISDICTION Carlsbad PROJECT ADDRESS 2617 Colibri Lane FLOOR AREA SFD Add'n - 1716 SF STORIES 2 REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED July 20, 1995 HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 7/10/95 PLAN REVIEWER Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the 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 disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with Title 24 and the following model codes 1991 UBC (effective 8/14/92), 1991 UPC (effective 8/14/92), 1991 UMC (effective 8/14/92) and 1990 NEC (effective 7/1/91) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e . plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1991 UBC) r3forw dot Carlsbad 95-902 July 2O, 1995 1 Please make all corrections on the original tracings and submit two new sets of prints to Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468 or the jurisdiction's building department 2 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) 3 Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1991 UBC, UMC and UPC and 1990 NEC 4 Show locations of permanently wired smoke detectors with battery backup a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair e) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway NOTE Detectors shall sound an alarm audible in a]] sleeping areas of the unit Section 1210 5 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered Section 1210 6 Show safety glazing in the following locations, per Section 5406(d) a) Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface) b) Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed) c) Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor 7 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I C B O approval number 8 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 5-B, Section 503 (d) Carlsbad 95-902 July 20, 1995 9 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) 10 Revise truss drawing No A183 to reflect the actual span of the truss 11 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 12 Note on the plans that approved spark arresters shall be installed on all chimneys UBC, Section 3703(h) 13 Note on plan Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling UBC, Section 1706(c) 14 Provide dryer vent to outside The maximum length is 14 feet with two 90-degree elbows UMC, Section 1903 15 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 16 Note on the plans that receptacle outlet locations will comply with 1990 NEC Art 210-52(a) 17 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 bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink 18 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 19 Show that water heater is adequately braced to resist seismic forces UPC, Section 1310 20 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 Carlsbad 95-902 July 20, 1995 National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) 21 Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms 22 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 23 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 • MISCELLANEOUS 24 Show all the window size and type on the floor plan 25 Specify combination symbol and wood species of glued laminated beams Table 25C-1, Part A 26 Show 15 ft total of shear walls along grid line 5 at floor level as called out on page 19 of the structural calculations 27 To speed up the review 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 28 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 Q Yes Q No 29 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation Thank you Carlsbad 95-902 July 20, 1995 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Abe Doliente BUILDING ADDRESS 2617 Colibri Lane PLAN CHECK NO 95-902 DATE July 20, 1995 BUILDING OCCUPANCY R-3/M TYPE OF CONSTRUCTION V-N BUILDING PORTION Dwelling Addition Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (sq ft) 1716 SF VALUATION MULTIPLIER 9400 VALUE ($) 161,304 161,304 Building Permit Fee Plan Check Fee Comments ESGIL FEE = 0 80 X 556 73 = $ 445 38 $ 85650 $ 55673 Sheet 1 of 1 valuefee dot City of Carlsbad Engineering Department DATE BUILDING ADDRESS PROJECT DESCRIPTION r_ ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO. CB EST VALUE APPROVAL The item you have submitted for review has boon approved The approval « based on plan*, information and/or specifications provided in your submittal. therefore any changes to these Items after this date, including field modifications, must be reviewed by tha office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build LJ A Right-of-Way permit is required prior to construction of the following improvements ENGINEERING DEPARTMENT DENIAL the attached report of deficiencies marked with i£l Make necessary corrections to plans or for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review By Date By.Date By.Date ,.. - ffAUTHORCA-nOflTOJSSUEBt ^ , FOR OFFICIAL USE ONLY WERMO& "*" ' ~& >. WOT8L. ATTACHMENTS Q Dedication, D Dedication CMddM Lj Improvement Appfcaflon LJ Improvement Checklist I I Future Improvement Agreement LJ Grading Permit Application Q Grading Submittai Checklist O Right of Way Permit Application D Right of Way Permit Submittai Checklist and Information Sheet LJ Sewer Pee information Sheet P-\DOCSVCHKLST\8P0001 .FRM ENGINEERING DEPT. CONTACT PERSON NAME City of Carlsbad ADDRESS 2075\mPalmaaDr.Carlsbad. CA 92009 PHONE (619)438-1161. Ext A-4 REVOS/11/M 2075 Las Palmas Dr • Carlsbad. CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN O D D 1 Provide a fully dimensioned site plan drawn to scale Show. A. North Arrow D Property Lines Easements B. Existing & Proposed Structures E Easements C. Existing Street Improvements F Right-of-Way Width & Adjacent Streets D 2. Show on site plan. A. Drainage Patterns C. Existing Topography B Existing & Proposed Slopes D 3 Include note- "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5* or 2/3 the distance to the property line (whichever is less)" [Perl 985 UBC2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). D 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement 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 PERMfT NUMBER DESCRIPTION p:\oocs\CHKLST\BWooi .ran Page 1 of 4 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE Q 5 Project does not comply with the following Engineenng Conditions of approval for Project No _ Conditions were complied with by Date' DEDICATION REQUIREMENTS D 6 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40030. Dedication required as follows: Attached please find an application form and submrttal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS Q D D 7a. All needed public Improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds | -pursuant to Code Section 18.40 040. Public improvements required as follows: Please have a registered Crvil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineenng Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submtttaJ checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\OOCS\CHKLST\BP0001 f*M Pag* 2 Of 4 RCV06/11A4 BUILDING PLANCHECK CHECKLIST aty gndv' 3rd</ G G 7b. 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 prior to issuance of a Building Permit. Future public improvements required as follows: Improvement Plans signed by:__ Date; D D D 7c Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineenng Department. Future Improvement Agreement completed bv: , Date: D D 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building srte must be repaired to the satisfaction of the Cttv Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06.030 of the Municipal Code. D D D 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Indude accurate grading quantities (cut, fill import, export). D D D 8b. 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 Gracing Inspector sign off by: Date: G G 8c. No Grading Permit required. P:\DOCS\CHKLST\BP0001 .Plttl PtQ* 3 Of 4 RCVOO/11/M BUILDING PLANCHECK CHECKLIST D D 9 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, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for _ A separate Right-of-Way permit issued by the Engineering Department is required for the following. G D 10 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page. D D 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by:.Date: P:\OOCSVCHKLST\BP0001 .FRM Pag* 4 or 4 RCVOBfll/M fc V V It o o o Plan Check No. Planner DAVID RICK PLANNING CHECKLIST Address 3&H Co\) hn phone 438-1161 ext. ^328 (Name)- isAPN- Type of Project and Use Zone Fc Facilities Management Zone CFD (in/out) 4* circle (I* property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend 555 S i i Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified 0n Environmental Review Required: YES NO _£. TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require acnon. Conditions of Approval .. Discretionary Action Required: YES NO DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES ___ NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval \2U SD D Inclusionary Housing Fee required. YES NO _; (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Site Plan: aa Zoning: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width, dimensioned setbacks and existing topographical lines. 2. Provide legal description of property, and assessor's parcel number l/ETU 1 Setbacks. Front: Inn 3TJD/• rao Street Side: Rear: 2. Lot coverage: 3. Height: 4. Parking: Shown Shown Required J.& Shown Required (a >,)/ Shown Required Required Required Required 3< Spaces Required 2dy_2£ Guest Spaces Required Shown 24* Shown^iHV Shown D D D Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCKFRM *•353* i£:-i '! 32 c. « M .9T/T f s iiailf<n CL * m a. « i 3 i > GD w & ai & a -f* * **: IU.U. eV ftj .9T/5 0-.3 -39 ^B)*Df4*-MCCd0* • 7^ *MVo>t coinc±biOcnz]( I S*» DJ t « & nffi cJjl •CcgojB «l$t~^! <L inein>-io a.55 e oI «•* vHfi^<4tlfHaM|M4^4ID in x: •»» c 01 o-w ._, t. 33 *J ** -r* t3 Q (• nC_f!lC*«-lAltt9* ^ oicsej;ait.i"C; 0> 5- * ~ B-a inCHrt•0« Rrt ».-. «. 10 XfJraIM on^atu miu»«(A•Mfn-oiaui3ChafVS*n**r*Oi-igi-u«. 3-0 c-"C]flrti n+j ra o*rt'Q(QiO 3*^ §**28g55i.g?g|fiB-^'s^.a'r'atos O di 00 :SI-B!1I§^^^ ria£4J4JUCI(.C.«XO>..fl>^(r>ja-« t. c ai a -H x c -ieO. a-, ex. 19 r:o-«a)*= •• ro gi« « ewfj-HV- SUMMIT DESIGN ENGINEERING STRUCTURAL, AND CIVIL 7224 MARGERUM AVENUE SAN DIECO CA 92120 (6191 582-2721 STRUCTURAL CALCULATION for proposed S.F.R. (Addition) to be located at 2617 Colibri Ln Carlsbad, Ca 92009 Client: Owner: Seltzer Design Group Hedjran 4422 Glacier Ave. Ste. E San Diego, CA 92120 Project: Date: JS 110-95 07/02/95 SUMMIT DESIGN ENGINEERING STRUCTURAL, AND CIVIL 7224 MARGERUM AVENUE SAN DIECO CA 92120 (619) 582-2721 GENERAL STRUCTURAL SPECIFICATIONS Code reference' Soils Concrete: Reinforcing steel Masonry Mortar: Grout. Structural Steel Weld. Timber Uniform Building Code, (U B.C ), 1991 Edition Gross Allowable Bearing Pressure, 1000 PSI u.o.n All concrete shall be a mm of 2500 PSI @ 28 days, u.o n A.S T M -615, Grade 40 for #5 deformed bars and Grade 60 for #6 and larger AST M.-C90, Type I, u o n Concrete mortar, 2000 PSI @ 28 days/Type S, u.o.n All grout shall be a mm of 2000 PSI @ 28 days, u.o n Steel beams, A.S.T.M A36, Fy= 36,000 PSI. Pipe columns, A S.T M 501, Fy = 36,000 PSI Tubing columns, A S T.M 500, Grade B , Fy = 46,000 PSI Machine bolts, A S T M. A 307, mm Anchor bolts, A.S T.M A36 steel, mm E70XX, Low hydrogen electrodes Douglas Fir, Larch 19% moisture content, u o n Studs (10'-0" & shorter) Stud Studs (Over lO'-O") Douglas Fir #2, u o n Joist: As specified Posts: Douglas Fir #1 4x beam Douglas Fir #2, u.o n 6x&upbeam Douglas Fir #1, uo n Plywood horizontal. Index (32/16) exterior glue, u o n Plywood vertical As specified. SHEAR WALL SCHEDULE SYM PLF ASSEMBLY3 NAILING1 13O 1OO5 1255 I505 1I55 1/S>" STUCCO OH EXFANPEP METAL OR WOVEN WIRE LATH UNBLOCKEP, W/**11 OAU<SE, l!£" LON<5, Tfe" HEAD, NAILS OR *!6 <5AU<SE STAPLES, T^" LESS, ® &>" O C H55 2505 264 334 460 6OO 216 432 552 340 510 665 37O 1/2" <SYP BP UNBLOCKEP 1/2" <5YP BP UNBLOCKEP 1/2" <5-YP BP BLOCKEP 5/3"«5YPBP UNBLOCKEP 5/3"<3YPBP UNBLOCKEP 5/3" <SYPBP BLOCKEP 5/3" <5& BLK'P 6d © «T 3/3" 32/16 APA 3/3" 32/16 APA 3/3" 32/16 APA SHT'6- 15/32" 32/16 APA SHT'cS 15/32" 32/16 APA SHT'<3 15/32" 32/16 APA SHT'G 3/3" 32/16 APA STRUCT 3/3" 32/16 APA STRUCT 5d COOLER © T1 O C 5d COOLER © 4" O C 5d COOLER © 4" O C 6d COOLER © T1 OC 6d COOLER © 4" O C 6d COOLER © 4" O C 5/3" FACE PLY 3d © T' 3d COMMON © 6" O C 3d COMMON © 4" O C 4 3d COMMON © 3" O C 4 lOd COMMON © 6" O C lOd COMMON © 4" O C 4 lOd COMMON © 3" O C 2 4 3d COMMON © 6" O C 3d COMMON © 4" O C 4 3/3" 32/16 APA STRUCT I 3d COMMON © 3" O C.4 15/32" 32/16 APA STRUCT I lOd COMMON © 6" OC 15/32" 32/16 APA STRUCT I tOd COMMON © 4" OC 4 15/32" 32/16 APA STRUCT I lOd COMMON © 3" O C 2 4 15/32" 32/16 APA STRUCT I !Od COMMON © 2" O C 2 4 1 NAILING FOR APA SHEATH IN© SHEAR WALL APPLIES TO ALL EP<3E NAILIN© FIELP NAIL WITH SAME SIZE © 12" OC 2 FRAMING AT PANEL EP<5ES SHALL BE 3x MEMBERS ANP STAS<5EREP FOR lOd NAILS © 3" O.C OR LESS 3 ALL STUPS SHALL BE 2x4 MIN © 16" O C OR FACE <5RAIN SHALL BE HORIZONTAL ACROSS FRAMING IF © 24" OC 4 WHERE PLYWOOP SHEAR PANEL IS APPLIEP TO BOTH SIPES OF A WALL * NAILS ARE 4" O C OR LESS, PANEL JOINTS SHALL BE OFFSET ON PIFFERENT FRAMING MEMBERS OR STUPS SHALL BE 3x ANP NAILS SHALL BE STA(5<3EREP 5 SHEAR VALUES SHALL BE REPUCEP 5O96 FOR <3YP BP WALLS RESISTING SEISMIC FORCES SHEAR TRANSFER SCHEDULE SYM PLP © ® © © ^> © © <@> \o s w w w w w Y/ w w v9 w w w \5 w w y^ 7 \&o 7 100 7 125 7 150 7 115 7 145 7 115 7 25O 7 264 7 3£>4 7 4^2 7 310 7 460 7 6OO 7 216 7 432 7 552 7 340 7 510 7 665 SILL PLATE TO S|| 1 ©n 6 16 12 8> 12 & & 6 6 4 2<S>6 4 2®6 2®4 6 4 206 4 2<S>6 204 12 -72 12 12 12 12 12 60 4£ 4S 32 4£> 32 24 42. 32 24 32 24 16 16 W<9OD FLOOR 4£> 12 12 60 12 60 4& 36 36 24 16 32 16 16 36 16 16 32 16 12 2> & 16 12 12 16 12 & 6 6 4 4 6 4 - 6 4 - 4 - - 16 24 16 16 16 16 12 e> e> 6 4 & 4 4 a> 6 4 6 4 4 24 4g> 32 32 32 32 24 16 16 12 & 16 & a 16 12 S> 12 £ 2> 6 BLOCKING TO TOP 16d COMMON NAILS ^) . PLATE TO CONCRETE W %"$ ANCHOR BOLTS ^/ ^"4> ANCHOR BOLTS 144"<f> SHOT no"<t> SHOT PINS, MIN PINS, MIN 1" PENETRATION l!V PENETRATION 24 42> 4fi> 32 42> 32 32 24 16 12 12 16 12 & 16 12 S 16 3 & 6 PLATE S> 16 12 S 12 3 3 6 6 4 - 4 - - 6 4 - 4 - - — A35 CONNECTOR A35F CONNECTOR I6d COMMON NAILS \C&O #1639 Loads Roof DL + LL = 19+ 16= 35psf Floor DL + LL = 12+ 40= 52psf Roof See Truss Calculations per Manufacture Or- See Span Table for Conventional Framing Headers- L=6ft | 4x6 or | u.o.n. L=8ft | 4x8 I u o.n Floor Joists See TJI Calculations Or See Span Table for Conventional Framing Woodworks - SOFTWARE FOR WOOD DESIGN File Name: untitled Woodworks l.Oc 22 Jun,1995 8:49 COMPANYjPROJECT Summit Design Engineering I 7224 Margerum Ave. S. D., CA 92120 | Phone: 582-2721 I Fax: 284-0837 I DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Joist database: Custom material: Lumber-soft lateral support: Top= 16.00 Bottom= @Supports [in] total length: 20.50 [ft] repetitive factor: applied where applicable. INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load | Distribute I Type I Magnitude | Location | Pattern I I I Start End | Start End | Load I I | I I 1 Full Area Dead 10.00 (Tributary Width = 16.00) No 2 Full Area Live 40.00 (Tributary Width = 16.00) No 3 Point Dead 0.12 20.50 No Self-weight of members has NOT been included. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DESIGN SECTION: D.Fir-L, No.2, 2x12 @ 0 plf **********+***+***+*****+***++****++**+**+****** MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 16.0 4.5 ft Reaction | 0.46 1.03 B.Length | 1.0 1.1 ***** WARNING: Member length exceeds typical stock length of 18.0 [ft] SECTION vs. DESIGN CODE (stress=psi, deflection=in) CriteriaI Analysis Value IDesignValue I Analysis/Design\ I I I I Shear fv @d = 49 Fvf = 95 fv/Fv' = 0.51 Bending(+) fb = 595 Fb' = 991 fb/Fb1 = 0.60 Bending(-) fb = 461 Fb' = 896 fb/Fb' = 0.51 Live Defl'n 0.15 = L/352 0.30 = L/180 0.51 Total Defl'n 0.06 = L/904 0.45 = L/120 0.13 (a cantilever span governs deflection) Bending( + ): Cnt.LC#= 2 CD= 1.00 CL= 0.99 Cr= 1.15 Bending(-): Cnt.LC#= 2 CD= 1.00 CL= 0.89 Cr= 1.15 Shear : Cnt.LC#= 2 CD= 1.00 V@d= 0.55 Deflection: Cnt.LC#= 2 Total Deflection = 1 . 50 (Def ln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. »«J » irt f* O r* o 1 ^g.* §>y Q,^•2 .Q ?? ™ -y ^K 1-3 Q S O 5P o3 U 3e 5 <My ^ os ~ § O N *> So - N ^b& §>(N g^ Q §R DESIGNB fe rn2§ Siu "ffog Q H W 1 5O o•TI 4S « & S 6| S o CNOOOOOOOW ooooooooooo voo oooo onotnrH ftmmoooooco ooooooooooo *HO CN *o co ^ o^oo •* X CQ *^ irH CN in m o CN CN o CN rHp- o r*o^o\ incoc^^r» CNO iH^IMCN »H CNrHiHincNO rH O rH rH rH rH O rH <* cNinoooooom ooooooooooo r-m nn%o^p or^oo«k rHfNinooooo^1 ooooooooooo <nu> u>uim^ OCNOCOZ X • • • CN O CN rH ^ CN tfl rH O rHor* rH co CNinoooooom ooooooooooo om OOCO»-H oooo4b rHCNOOOOOO^O OOOOOOOOOOO CJ^VD ChVOO**! 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Load= Floor Floor DL= Exterior Wall DL= Interior Wall DL= T Load= Total W= Vb= 183W= Level Roof Floor Wind P=CeCqQsl= p= Wind Longitudinal Roof= Floor= Wind Transverse Roof= Floor= Z I 04 1 27 x 2 x 27 x 27 x 27 x 2 x 27 x 27 x H W 18 16632 9 1512 Ce Cq 072 13 27 x 9 x 27 x 18 x 24 x 7 x 24 x 16 x C / 275 / 24 x 4 x 4 x 24 x 8 x 8 x 16632 + 0183 x HW 2994 1361 4355 Qs 126 11 79 = 11 79 = 11 79 = 11 79 = Rw x 6x 19 = 15 = 10 = 10 = 15 = 10 = 15120 = 31752 = Fxy 40021 18191 I 1 = 28658 5731 7 1981 3 45287 Seismic Seismic W W 0183 12312 3240 1080 16632 6480 6480 2160 15120 31752 5821 2 V V/Ar 40021 6176 5821 2 1 1 794 psf Jfr/'rTfl 1 1061 8256 Governs Long Governs Tran W V/Af 281 j*/'*if I T 106 106 Roof Line 1 Fw= >Fs= a= b= L=9 5+10+11 5= A=a*b= V=F*A/2= V=Sum v= v=V /L= 617 2700 2400 31 00 64800 1 ,999 08 3,16521 10210plf 6.17 21 00 1800 37800 1,16613 000 000 Line 2 Fw= Fs= a= b=i A=a*b= V=F*A/2= V=Sum v= v=V /L= 617 2700 2400 11 50 64800 1 ,999 08 3,05415 265 58 plf 617 1800 1900 34200 1 ,055 07 000 000 line 3 Fw= Fs= a= b=i A=a*b= V=F*A/2= V=Sum v= v=V/L= 6.17 1800 1900 1350 342 00 0 00 1,05507 000 1,05507 78 15 plf 000 000 Line 4 Fw= Fs= a= b= L=8+4= A=a*b= V=F*A/2= V=Sum.v= kv=V/L= 6.17 2700 2400 12.00 64800 1,99908 3,05415 254 51 plf 617 1800 1900 34200 1 ,055 07 000 000 1.4 Roof LineS Fw= Fs= a= b= L=4x4+10= A=a*b= V=F*A/2= V=Sum v= v=V /L= 617 2700 2400 2200 64800 1,99908 4,10305 1 86.50 plf 617 1800 1900 34200 1,05507 617 2000 1700 34000 1,04890 Line 6 Fw= Fs= a= b= L=6+4= A=a*b= V=F*A/2= V=Sum v= v=V/L= 617 2000 1700 1000 340 00 0 00 1,04890 000 1 ,048 90 104 89 plf 000 0.00 Line 7 Fw= Fs= a= b= L= A=a*b= V=F*A/2= V=Sum v= v=V/L= 6.17 2000 1800 800 360 00 0 00 1,11060 000 1,110.60 138 83 plf 000 000 o7 LineS Fw= Fs= a= b= >L= A=a*b= V=F*A/2= V=Sum v= v=V 11= 000 0.00 000 ERR plf 000 000 000 000 Check uplift Roof ****** Line 1 w= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM = F=(OTM-RM)/I= Line 2 l= 1000 H= 800 W= 1000 v= 265 58 OTM=v*H*l= 21,24626 RM,s=W*H*!*l/2* 85= 3,40000 0.00 000 RM,w=W*H*l*l/2*2/3= 000 000 000 RM= 3,40000 F=(OTM-RM)/I= 1,784 63 Ib MST-37 10210 000 000 000 000 ERRIb 000 000 000 000 7815 000 000 000 000 ERRIb 000 000 000 000 rLme 3 l= H= W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM= F=(OTM-RM)/I= Line 4 l= 4 00 4 00 H= 8 00 11 00 W= 1500 1900 v= 254 51 OTM=v*H*l= 8,14440 RM,s=W*H*l*l/2*.85= 81600 1,42120 000 RM,w=W*H*l*l/2*2/3= 000 000 0.00 RM= 2,23720 kF=(OTM-RM)/l= 1,476 80 Ib MST-37 Floor Line 1 Fw= Fs= a= b= 1=135+185= A=a*b= V=F*A/2= V=Vr+Sumv= v=V/L= Line 2 Fw= Fs= a= b= L= A=a*b= V=F*A/2= V=Vr+Sum v= v=V /L= 'Line 3 Fw= Fs= a= b= L=13+5= A=a*b= V=F*A/2= V=Vr+Sum v= v=V/L= Line 4 Fw= Fs= a= b= L=4+6= A=a*b= V=F*A/2= V=Vr+Sum v= >v=V/L= 281 2400 2000 3200 48000 67440 4,51401 141 06plf 281 2400 2000 1400 48000 67440 4,605 27 328 95 plf 281 3200 2600 1800 83200 1,16896 2,224 03 123 56 plf 281 4700 2400 1000 1,12800 1 ,584 84 4,638 99 463 90 plf 281 2400 2000 48000 67440 281 2600 2400 62400 87672 000 000 000 000 000 000 000 000 000 000 000 000 Floor Lme5 Fw= Fs= a= b= L=3.5+11 5= A=a*b= V=F*A/2= V=Vr+Sum v= v=V/L= 281 4700 2400 1500 1,12800 1,58484 7,181 29 478 75 plf 281 2400 2000 48000 67440 450 2600 1400 36400 81900 Line 6 Fw= Fs= a= b= A=a*b= V=F*A/2= V=Vr+Sum v= kv=V/L= 2.81 2400 2000 350 48000 67440 1,72330 492 37 plf 000 000 000 000 Line 7 Fw= Fs= a= b= L= A=a*b= V=F*A/2= V=Vr+Sum v= v=V /L= 281 2400 2000 1400 48000 67440 2,604 00 186 00 plf 450 2600 1400 36400 81900 000 000 Existing Ok Line 8 & 9 Fw= Fs= a= b= A=a*b= V=F*A/2= V=Vr+Sum v= v=V/L= 281 1800 1200 300 21600 30348 30348 101 16 plf 000 000 000 000 Check uplift Floor **************** Line 1 W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM= F=(OTM-RM)/I= 141 06 000 000 000 000 ERRIb 000 000 000 0.00 Line 2 l= H= W= v= OTM=v*H*N RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM= F=(OTM-RM)/I= 1400 800 1000 32895 36,84216 6,664 00 000 13,32800 1,679 58 Ib 1400 8.00 10.00 6,664 00 0 00 0 00 0 00 HPAHD-22 'Line 3 l= H= W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM = F=(OTM-RM)/I= 12356 000 000 000 000 ERRIb 000 000 000 000 Line 4 l= H= W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM= |*F=(OTM-RM)/I= 400 800 1500 46390 14,84477 81600 000 81600 3,50719 Ib 0.00 000 000 0.00 Or HD-5A HPAHD-22 Check uplift Floor **************** .Line 5 H= W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM= F=(OTM-RM)/I= Line 6 1= H= W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM = |F=(OTM-RM)/I= Line? 1= H= W= v= OTM=v*H*l= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM = F=(OTM-RM)/I= 3.50 800 1000 47875 13,40507 41650 000 41650 3,711 02 Ib 0.00 000 Or 000 0.00 HD-5A HPAHD-22 350 800 1500 49237 13,78640 62475 000 1,11934 3,619 16 Ib 3.50 500 1900 494.59 0 00 0.00 0 00 HPAHD-22 Or PA-28 OK 18600 000 000 000 000 ERRIb 000 0.00 000 000 Lme8 l= H= W= v= RM,s=W*H*l*l/2* 85= RM,w=W*H*l*l/2*2/3= RM= F=(OTM-RM)/I= 101 16 000 000 000 000 ERRIb 000 000 000 000 NO.730 P002 11728 MAGNOLIA AVE..STE. A A RIVERSIDE, CA 92505 A 909'689-5100 To whom it may concern: Questions have arisen concerning engineering done by Truswal Systems engineers that shows an "expired" engineering stamp for the State of California, This doss not mean that the engineering has expired, but oniy that the engineering license is in need of renewal. Engineering signed by Larry Messamer before the stated expiration date of 12/31/94 is still adequate and acceptable engineering, and is not in need of replacement. It is not our policy to replace engineering simply because the expiration date is now in the past. This letter will serve as the oniy acceptable solution to this non- problem. The registration for Larry Messamer has been renewed and Larry is currently practicing engineering in the State of California. The new stamp showing the new expiration date is shown below. If there are any problems with this, or any other questions, you may contact the Board of Registration for Professional Engineers & Land Surveyors at (916) 263-2222, or in writing at the following address: 2535 Capitol Oaks Drive, Ste. 300 Sacramento, CA 95833-2926. Sincerely, Larry t. Messamer, P.E. Chief Engineer, Truswal-Riverside FAX: 909 • 689-8524 WATS: 800* 488-7610 'o£35o33 32,jj ~" JT § Q 3 f»MJ o" «.^jD:f:"BSloS-.p'*-o5»->3xi—vras*! **• c » »-»«(O * Ol 1 "1 « O r* »"»• 3"fc ^- Fn m 09 a <*** OC» 3 » "<o < OC^Ol 3 ** W H &<O IQ * ** QDU 5«0 3 C» 9 H -SS|«^s°«£|sg| Ul^nt u a 3 n- cr « •» ai rj*< 0 "1 *•••< »-• 3 • a oi 1-^ 7 —H til & U) ^ *^ Co a >-f < o » CT »»r»o rt-oix ->«o««o01* 3O >->n •S M-OM-O o a o •• »•* rf •» f» » «r In• afOoo -I-<>» C9 r*» r* rt- <* O r* « 7C A. -*» O »-Qr*3--IQ.»ai*.-j rp»a7»*7 « m »*»-t«Oi-*">»— 3*— *^ Ionajoot— <»*oaico«^ »33'O3«< «**r»-rvj 9 rr > **• tt a.CO.»*>3 *— »«.OM-*^**A 2n 3 r»«»•~>rr»^3 3 O O tO< c z<o 01 oi •* k* CO • 01n 3 M. a -i a> -H nc o rr o -°-> rr 3 — - 01 01>-• n o § 01n o o o a. a. m o o in o o A o o o oa n T3 -D T3 U U9 U cn > ? £ 5 ? » gJT 01 -7 at -« a apJ x u n m i— **LL) *~ *~ yr '• no3 o a0 3 cr o M. o> •< CD X "J Z • »v .Ko m oUl to 2-8-2 BC- 1 1 >s5 O tl s ~.p s^s^ o oo io X roro oio •• f \ ^^ S©in 0-4-1 p. a COw M M "Oxxxm x *. x n n c. c f-i o o -H Of 01 t^?a ui ui u I 2^W <" I I —»u r- r ^• "• s;-n T T O>* n o m T 3" 3" r i-» 9> (JOn ID i i i i a M.(i a c —o o O T O T 3- r» O UIQI I I n n jO I T"l jj (jienoim aSm zm ocr 0s a n —i\o BI •a fc ~t^U3JW« -j B-i o.m ZJB-T) !ij»o n T 01 oi o »•-•«»»••»»-.-! a rr« a O a a . •tdra 99 vo o.M- c 3won o a _ a r»r- z-oiTJOT3 OBI w O »±> 3 M->-i»>-t3-< a<e— e a>cua»-n S'-S 1/B' BC- 1 A I/IB' 4'-E I/IB' o VIin 4 i/16' .* I r- . oi c c T (O Q — H ia v w O e -n -n H?<a »- •*. m»- -j Tfl> i i _in i- i~??a, 01 -tn iMI o O-- ID (JO Bl • I I o 2 ' ' ' ' r » £ rftft~J rt a ?T > .3 «cr- 0> en TI ira g S • •H ui ei ai—( <•>• *•> nO -O O k-. 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SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 7224 MARGE RUM AVENUE SAN DIECO CA 9-212O (0101 582-2721 July 24, 1995 Mr. and Mrs. Nader Bedjran 2617 Colibri Lane Carlsbad, CA 92009 Re: Carlsbad S.F.R. & Duplex Supplement Soil Calcification & Minimum Foundation Recommendations 2717 Colibri Lane Carlsbad, CA 92009 Mr. and Mr. Bedjran In accordance with your request, based on our findings of the subject property; the site contain clayey sand; per Table 29-B and A of U.B.C. 1991 you may use soil bearing value of 1500 LBS./SQ.FT. New foundation should be 15"xl8" deep for exterior and 12"xl2" deep for interior footing; reinforced with two No.4 bars, one near top and one near bottom of footing. new concrete slab on grade should be a minimum of 4 inches with 6x6, 10/10 W.W.M. or No. 3 bars at 24 inches on center each way over 2 inch sand fill over 6 mil visqueen. Sincerely, fo.id MAcLv) Said Mahdavi CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-1R Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: HEDJRAN RESIDENCE 2617 COLIBRI LANE CARLSBAD, CAL. 92009 HEDJRAN RESIDENCE N. HEDJRAN (619) 284-1848 CALRES2 Version 1.30 7 Run: 118 02-JU1-95 HEDJRAN RESIDENCE Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units• Floor Construction Type: 2865 ft2 SFD Single Family Detached 0 deg (North) 1.00 Slab on grade BUILDING SHELL Component Type Wall Floor Ceiling Slab Perimeter INSULATION Insul R-value 13 0 19 0 Assembly U-value 0.085 0.722 0.051 0.900 Location/Comments Outside Grade Outside Outside FENESTRATION Orientation Window Window Window Window Window Window Skylight North West West East South South Area (ft2) 85 80 40 24 181 113 4 0 0 .2 0 .0 .7 .0 U- value Panes 1.280 1.280 1.280 1.280 1.280 1.280 0.800 1 1 1 1 1 1 2 Interior Shading Std Std Std Std Std Std None Drape Drape Drape Drape Drape Drape Exterior Shading Bug Bug Bug Bug Bug Bug None Screen Screen Screen Screen Screen Screen Overhang Frame and Fins Type None None None None None None None Metal Metal Wood Metal Metal Wood Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in)Location/Comments GradeFloorYes14723.5 HVAC SYSTEMS Type Duct Location Efficiency and R-value Furnace Air cond.-- central split 0.78 AFUE 10.00 SEER Attic Attic R-4.2 R-4.2 (IS 7X? * . , » CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check DEVELOPMENT PROCESSING SERVICES DIVISION 0 2075 LAS PALMAS DR., CARLSBAD, CA 92009 jj (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT J(Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encmitas Union 101 South Rancho Santa Fe Rd. Encmitas, CA 92024 (679) 944-4300. APN San Marcos Unified 1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) San Dieguito Union High School 710 Encmitas Boulevard Encmitas, CA 92024 (753-6491) ft /rf .•»* I_ A . \ XI . ^ ^.n_ Project Applicant. Project Address ""/—>// RWW /WD\TW\ I RESIDENTIAL. SQ. FT. of living area / // [a ' number of dwelling units /_ SQ. FT. of covered area SQ. FT. of garage area COMMERCIA.fcffNbUSTRIAL,, SQ. FT, AREA Prepared by ^f/)ffMt. Q/o/7 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: $_£^57_££_based on Fj^e Levied :$ _ based on ool District Officia Sq. ft. @ / sq. ft. @ te Date AB 2926 and SB oKfees are capped at $1. 72 per square foot for residential. AB 2926 is capped at .28 Per square foot for commercial/industrial. City of Carlsbad Building Department OWNER-BUILDER VERIFICATION Attention Property Owner An 'owner-builder' building permit has been applied for in your name and bearing your signature Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No building permit will be issued until this verification is received 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I (have/have not) _ a v^^ _ signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction / r*.****/!-.} A^ft^le. ( C~,«.r.,rCe_) Name AX^X* K<J .rftf / "7/?/g> ts -rt^ o <3*n <d SK<J .r Address -n 3**' - C"Y'* Phone cl &*s> — ^ •L.'L'i-. Contractors License No / o c.-, o e T2_o I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work Name 7" /J. £> Address City Phone Contractors License No I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated Name Address Phone Type of Work Signed Property Owner Date 2O75 Las Palmas Drive • Carlsbad, California 92OO9-1576 • (619)438-1161