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Home My WebLink About2606 ABEDUL ST; ; CB031608; Permit03-1 1-2005 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Residential Permit Permit No: CB031608 2606 ABEDUL ST CBAD RESDNTL SubType: RAD 21 52900600 Lot #: 0 $1 02,714.00 Construction Type: NEW Reference #: 0 Structure Type: 0 Bathrooms: 0 STEGNER RES 918 SF 1 & 2ND STORY ADDITION 640 SF DECK W/ SPIRAL STAIRS Owner: Status: ISSUED Applied: 06/11/2003 Plan Approved: 12/29/2003 Issued: 12/29/2003 Entered By: SB Inspect Area: PS Orig PC#: Plan Check#: A~CONSTRUCTION STEGNER TRUST W 1 1-29-84 1950 SILVERLEAF CIR #C213 CARLSBAD CA 92009 3061 VIA MAXIM0 92009 809-6231 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Red. Water Con. Fee $555.80 $0.00 $361.27 $0.00 $0.00 $10.27 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $48.00 $20.00 $30.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,025.84 Total Fees: $1,025.84 Total Payments To Date: $1,025.84 Balance Due: $0.00 -ATTACHED processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 I FOR OFFICE USE ONLY PLAN CHECK NO.C"%,+T IkT& EST. VAL. Plan Ck. Deposit * ' 3 42-75 Validated By ,'$ Date 6 Aria) ' w, ' 04 --He574 I Total # of units Phase No. Address (include Bldg/Suite #) Legal Description Lot No. Subdivision NameINumber Unit No. Assessor's Parcel # Existing Use Proposed Use 3l~-~2-90-06+ r1.t Name Address city State/Zip Telephone # (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, commending with Section 7000 of Division 3 of the Business and Professions Code1 or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031. Name -Address City State/Zip State License # '74 ,3D72 License Class e City Business License # I 2 I can: for a permit subjects_the applicant to a civil penalty of not more than five hundred dollars 1$5001). A7- r c;I! tJ c kco (n (tu/ AVA7 c 84-13d Designer Name fibbu3 q&'l/a City StatdZip Telephone State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date 7 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as ING: Failure to is unlawful, and shall subject an employ s up to one hundred nd dollars ($100. ation, damages as provided for in Section I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$1001 OR LESS) attorney's fees. 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 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sac. 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). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number I type WE THIS SECTION applicant or future b bu program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 8 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the at). of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 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 APPLICANT'S SIGNATURE e Uniform Building Code). - Applicant PINK: Finance Inspection List Permit#: CB031608 Type: RESDNTL RAD Date Inspection Item 03/10/2005 89 Final Combo 03/10/2005 89 Final Combo 09/02/2004' 17 Interior Lath/Drywall 09/02/2004 18 Exterior Lath/Drywall 08/18/2004 16 Insulation 08/17/2004 16 Insulation 08/17/2004 16 Insulation 0811 2/2004 84 Rough Combo 08/11/2004 84 Rough Combo 08/11/2004 84 Rough Combo 08/10/2004 84 Rough Combo 07/30/2004 84 Rough Combo 05/25/2004 84 Rough Combo Inspector PC PD PD PS PS PS PS PS PS PS PS PS Act AP RI AP AP AP NS NS AP NS NS co co co 05/13/2004 24 Roughflopout PS NR 05/05/2004 15 Roof/Reroof TP AP 05/03/2004 13 Shear Panels/HDs PS AP 05/03/2004 15 RooWReroof PS co 04/15/2004 15 RooWReroof PS co 04/09/2004 15 RooWReroof PS co 03/09/2004 1 1 Ftg/Foundation/Piers PS AP 02/03/2004 21 Underground/Under Floor PS AP 02/25/2004 1 1 Ftg/Foundation/Piers PS co 01/28/2004 21 UndergroundNnder Floor PS co STEGNER RES 918 SF 1 & 2ND STORY ADDITION 640 SF DECK W1 SPlRA Comments WATCH THIS ONE DID NOT COMPLETE INSP. FULL PAGE THENSTOPPED CALLED JOE PLUMBER TRUSS NOT PER PLAN NO APPROVED TRUSS CALCS NO TRUSS CALCS NO ACCESS TO 2ND FLR FOR TRUSS INSP Friday, March 11,2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 03/10/2005 Permit# CB031608 Inspector Assignment: PS Title: STEGNER RES 918 SF 1 & 2ND Description: STORY ADDITION 640 SF DECK WI SPIRAL STAIRS Type: RESDNTL SubType: RAD Job Address: 2606 ABEDUL ST Suite: Lot 0 Location: APPLICANT AZ CONSTRUCTION Owner: EEHN DANIEL S&KATHRYN S Remarks: Total Time: CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Phone: 760801 1346 rQc Inspector: Requested By: NA Entered By: CHRISTINE I Associated PCRs/CVs PCR04086 ISSUED STEGNER RES REV PARTIONS; MSTR BTH AND PORCH DETAIL Date 09/02/2004 09/02/2004 oaii 812004 0811 712004 0811 712004 0811 2/2004 0811 112004 OW1 112004 0811 012004 07l30l2004 05/25/2004 0511 312004 05/05/2004 05/03/2004 05/03/2004 0411 512004 Inspection History Description 17 Interior LathlDrywall 18 Exterior LathlDrywall 16 Insulation 16 Insulation 16 Insulation 84 RoughCombo 84 Rough Combo 84 Rough Combo 84 Rough Combo 84 Rough Combo 84 Rough Combo 24 Rough/Topout 15 RooWReroof 13 Shear PanelsIHDs 15 RoofIReroof 15 RoofIReroof Act AP AP AP NS NS AP NS NS co co co NR AP AP co co lnsp PD PD PS PS PS PS PS PS PS PS PS PS TP PS PS PS Comments WATCH THIS ONE DID NOT COMPLETE INSP. FULL PAGE THEN STOPPED CALLED JOE PLUMBER TRUSS NOT PER PLAN NO APPROVED TRUSS CALCS City of Carlsbad Bldg For: 08/09/2004 Permit# CB031608 Title: STEGNER RES 918 SF 1 & 2ND Inspection Request Inspector Assignment: PS Description: STORY ADDITION 640 SF DECK W/ SPIRAL STAIRS Type: RESDNTL SubType: RAD Job Address: 2606 ABEDUL ST Suite: Lot 0 Location: APPLICANT AZ CONSTRUCTION Owner: STEGNER TRUST W 11 -29-84 Remarks: Phone: 760801 1346 Inspector: 5% Total Time: Requested By: N/A CD Description Entered By: ROBIN 14 Frame/Steel/BoltingMlelding 24 Rough/Topout 34 Rough Electric 44 RoughlDuctdDampers Associated PCRs/CVs Inspection Historv PCR04086 ISSUED STEGNER RES REV PARTIONS; MS'IX BTH AND PORCH DETAIL Date Description Act lnsp Comments 07/30/2004 84 05/25/2004 84 0511 312004 24 05/05/2004 15 05/03/2004 13 05/03/2004 15 0411 512004 15 04/09/2004 15 03/09/2004 11 02/25/2004 11 02/03/2004 21 01I28I2004 21 Rough Combo Rough Combo RougtVTopout RoofIReroof Shear PaneldHD's Roof/Reroof Roof/ Reroof Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers UndergroundUnder Floor UndergroundIUnder Floor CO PS WATCHTHISONE CO PS DID NOT COMPLETE INSP. FULL PAGE THEN STOPPED NR PS CALLED JOE PLUMBER AP TP AP PS CO PS TRUSS NOT PER PLAN CO PS NO APPROVED TRUSS CALCS CO PS A,P PS co PS NO TRUSS CALCS NO ACCESS TO 2ND FLR FOR TRUSS INSP AP "PS I f CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE TIME LOCATION PERMIT NO. 7 FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? r? L YES PHONE @ CODEENFORCEMENTOFFICER *' i City of Carlsbad Bldg Inspection Request For 05/25/2004 Permit# CB031608 inspector Assignment: PS Title: STEGNER RES 918 SF 1 &2ND Description: STORY ADDITION 640 SF DECK Wl SPIRAL STAIRS Type: RESDNTL SubType: RAD Job Address: 2606 ABEDUL ST Suite: Lot 0 Location: APPLICANT AZ CONSTRUCTION Owner: STEGNER TRUST W 11 -29-84 Remarks: Phone: 760801 1346 Inspector: P> Total Time: Requested By: BOB CD Descridion Act Comment Entered By: CHRISTINE 14 FramelSteellBoltingMelding tvrcszes 34 Rough Electric 44 RoughlDuctslDampers .~ ~ Associated PCRslCVs inspection History Date Description Act lnsp Comments 05/13/2004 24 RoughRopout NR PS CALLED JOE PLUMBER 05/03/2004 13 Shear PanelslHDs AP PS 05/03/2004 15 Roof/Reroof CO PS TRUSS NOT PER PLAN 0411 5/2004 15 RoofIReroof CO PS NO APPROVED TRUSS CALCS 04/09/2004 15 Roof/Reroof CO PS NO TRUSS CALCS NO ACCESS TO 2ND FLR FOR TRUSS INSP 03/09/2004 11 FtglFoundationlPiers AP PS 02/03/2004 21 UndergroundlUnder Floor AP PS 05/05/2004 15 RooWReroof ' AP TP 02/25/2004 11 FtglFoundationlPiers co PS 01/28/2004 21 UndergroundlUnder Floor co PS I CITY OF CARLSBAD NOTICE BUILDING DEPARTMENT 1635 FAR 760) 602-2700 DAY AVENUE TIME 7 ! i @&Fp (760) 602-2725. RE-INSPECTION FEE DUE? L YES ~G~MAT~N, c PHONE @ CODE ENFORCEMENT OFFICER --t i , City of Carlsbad Bldg Inspection Request For: 05/03/2004 Permit# CB031608 Title: STEGNER RES 918 SF 1 & 2ND Inspector Assignment: PS Description: STORY ADDITION 640 SF DECK W/ SPIRAL STAIRS Type: RESDNTL SubType: RAD Job Address: 2606 ABEDUL ST Suite: Lot 0 Location: APPLICANT AZ CONSTRUCTION Owner: STEGNER TRUST W 11-29-84 Remarks: Total Time: Phone: 760801 1346 Inspector: % Requested By: BOB Entered By: ROBIN CD Description &co~~~~~ .% ,Af or 2- 13 Shear PaneldHD's 15 Roof/Reroof Associated PCRsKVs Inspection History Date Description Act lnsp Comments 0411 512004 15 RooWReroof CO PS NO APPROVED TRUSS CALCS 04/09/2004 15 RooWReroof CO PS NO TRUSS CALCS NO ACCESS TO 2ND FLR FOR TRUSS INSP 03/09/2004 1 1 FtgIFoundatiodPiers AP PS 02/03/2004 21 UndergroundIUnder Floor AP PS 02/25/2004 11 FtgIFoundatiodPiers co PS 01/28/2004 21 UndergroundIUnder Floor co PS c -_ I # c City of Carlsbad Bldg Inspection Request For: 04/09/2004 Permit# CB031608 Inspector Assignment: PS Title: STEGNER RES 918 SF 1 & 2ND Description: STORY ADDITION 640 SF DECK W/ SPIRAL STAIRS Type: RESDNTL SubType: RAD Job Address: 2606 ABEDUL ST Suite: Lot 0 Location: APPLICANT AZ CONSTRUCTION Owner: STEGNER TRUST W 11-29-84 Remarks: Total Time: Phone: Inspector: 55- ,Requested By: NA Entered By: CHRISTINE CD Description 15 Roof/Reroof sw *x/ D S ieea ms Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 03/09/2004 11 FtgFoundatiordPiers AP PS 02/03/2004 21 UndergroundNnder Floor AP PS 02/25/2004 11 Ftg/Foundation/Piers co PS 01/28/2004 21 UndergroundNnder Floor co PS NOTICE (760) 602-2700 d-. CITY OF CARLSBAD BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE Y - P [/ TIME LOCATION ZvQ6L .fl Gzsr*L. 5 7- PERMIT NO. 7 1 A ox FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L! YES CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER @ C. City of Carlsbad Bldg Inspection Request For: 02/25/2004 Permit# CB031608 Inspector Assignment: PS Title: STEGNER RES 918 SF 1 & 2ND Description: STORY ADDITION 640 SF DECK W/ SPIRAL STAIRS Type: RESDNTL SubType: RAD Job Address: 2606 ABEDUL ST Suite: Lot 0 Locat ion : APPLICANT AZ CONSTRUCTION Owner: STEGNER TRUST W 11-29-84 Remarks: Phone: 760801 1346 Inspector: w Total Time: Requested By: BOB CD Description Entered By: CHRISTINE & Comment 11 Ftg/Foundation/Piers Associated PCRs/CVs Inspection Historv Date Description Act lnsp Comments 02/03/2004 21 UndergrouncUUnder Floor AP PS 01/28/2004 21 UndergrouncUUnder Floor co PS CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE TIME PERMIT NO. e FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES PHONE @ CODE ENFORCEMENT OFFICER . Ghostrider inc 39621 Diego Dr Temecula Ca92691 Pag 619 979 7162 Fax 909 694 6094 Cel 619 879 0736 Bobbv Motslnaer Inspection services - AREA GRID LINES, PIECES OBSERVED: I 00 Y STRUCTURM NOTES. DETAIL, OR RFlS USED: NT OF AI I WORK TODAY: PFRCFNT PROJECT COW: SAMPLES TAKEN rc/o TEMPERATURE TESTS REQUIRED /# SITE TIME START: SITE TIME FINISH: LUNCH PERIOD: .A TRAVEL TIME: This is to certify that thdreported inspections were made in accordance with the approved plans and specifications and the rules and regulations of the under penalty of perjury that I know the contents of these reports and that all of the above statements are true. 3-zC3q.g- IC80 Certif ation Number g, 6 /OL/ Date of Report shza : Print Name City I County CertiticationKrnbtr . Rev: 7/91 FIELD REPORT 1 PROJECT '&EATHER TEMP. SUMMARY OF INSPECTION: 1 RECOMMENDATIONS: - HETHERINGTDN ENGINEERING, INC. SOIL L FOUNDATION ENGINEERING ENGINEERING GEOLOGY HYDROGEOLOGY SIGNATURE _. &que- /L -. 5205 Avenrds Encinas. Suite A Garisbad. California 92008 (760) 931-1917 32242 Paseo Adelanto. Suite C San Juan Capistrano, California 92675 (949) 487-9060 EsGil Corporation In partnership with Government for BuiUng safety /- DATE: 12/22/03 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1608 PROJECT ADDRESS: 2606 Abedul Street 0 PLAN REVIEWER 0 FILE SET 111 PROJECT NAME: Room AdditionlDeck for Stegner Residence 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant Corporation until corrected plans are submitted for recheck. contact person. 0 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. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Mail Telephone Fax In Person Fax #: REMARKS: 1) Complete on special inspection form then name of specials inspector for epoxy bolts and duct testing. By: Ray Fuller Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 12/15/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: 11/21/03 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1608 EsGil Corporation In partnership with Government for Quiliiing safety 0 PLAN REVIEWER 0 FILE SET: I1 PROJECT ADDRESS: 2606 Abedul Street- PROJECT NAME: Room AdditionlDeck for Stegner Residence 0 w 0 w w 17 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: AZ Construction 3061 Via Maximo 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: AZ Construction Date contacted: It 129 1 o3(by: CA 9 REMARKS: Telephone #: (760) 809-6231 Fax #: (&,o)7SS9 2915’ Mail /Telephone Fax J In Person By: Ray Fuller Enclosures: Esgil Corporation GA MB EJ C3 PC 1 1 /I 4/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 03- 1608 11/21/03 RECHECK PLAN CORRECTION LIST JU Rl SDl CTI ON : Carlsbad PLAN CHECK NO.: 03-1608 PROJECT ADDRESS: 2606 Abedul Street SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/14/03 11/21/03 REVIEWED BY: Ray Fuller FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad 03- 1608 11/21/03 The items listed below are from the previous list. These remaining items have not been adequately addressed. The remarks in bold are to emphasize the remaining problem. 1. 2. 3. 6. IO. 12. 18. 19. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carls6ad Building Department for routing to their Planning, Engineering and Fire Departments. reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. NOTE: Plans that are submitted directly to EsGil Corporation only will not be Final sets of plans and any new calculations to be stamped and signed by engineer of record also. Before pulling permit will need to provide name of special inspector for epoxy bolts /duct testing. Need to provide full working set of plans for spiral staircase from Iron Shop and calculations and plans to have wet signature and stamps per their requirements. Provide evidence of City of L.A. Standard Plan approval Le. plans to reflect their approval. Need to provide the 24” x 36” plan sheet (s) with wet stamp and signature. Provide a smoke detector at top of stairs. Missing smoke detector at top of stairs leading to bedrooms on the right side on sheet 3. Plans to reflect if existing fireplace is masonry or prefab. If masonry then note minimum 2” clearance to combustibles required. If masonry for example will not be able to ledger to walls as shown on sheet 5. Could not locate on the plans where prefab was noted. Could not locate the calculations for 6 x 12 shown on sheet 5 supporting point load from spiral staircase. Please verify all structural members are designed for dead loads of stairs plus live load of occupants using stairs. Verify spiral staircase base plate attachment to a wood deck and that detail is provided showing placement and type of anchorage as generally mounted with anchor bolts to concrete. Sheet (s) to be provide to reflect this. Carlsbad 03- 1608 11/21/03 23. 24. 25. 26. 27. 28. a 0 0 a The plans do not appear to comply with soils report i.e. slab steel to be mid height (not 1/3 as noted on sheet 4) and base to be 2” of sand, 6 mil visqueen and additional 2” of sand. Could not locate this note: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that “Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report.” . Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined th& the recommendations in the soils report are properly incorporated into the construction documents ( required per page 9 of the soil report). Detail and reference hold downs from floor to floor. Could not locate detail that reflects MST straps for example from floor to floor. Show size of members and verify overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads. Show the location, type and size (BTU’s) of all heating and cooling appliances or systems. Is existing FAU adequate for this size addition. Provide heating calculations to show that existing 100,000 FAU will be adequate for a 3300 sq ft house. Show existing electric service size and location. Is this adequate for addition? Provide load calculations that will reflect that existing 100 amp service is adequate for 3300 sq ft house. 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. 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 03- 1608 1 1 /2 1/03 - City of Carlsbad BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 03-1608 Job Address or Legal Description 2606 Abedul Street You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector'is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items (over) indicated on the reverse side of this sheet. Carlsbad 03-1608 11/21/03 iSPEClAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER’S NAME: I, as the owner, or agent of the owner (contractors may & employ the special inspector), certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineedarchitect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Seal Eng ineer’slArc h itect’s & Signature Here Signed 1. List of work requiring special inspection: [7 Soils Compliance Prior to Foundation Inspection 0 Structural Concrete Over 2500 PSI 0 Prestressed Concrete 0 Structural Masonry 0 Designer Specified 0 Other 2. Name(s) of individual(@ or firm@) responsible for the special inspections listed above: Field Welding 0 High Strength Bolting 0 ExpansionlEpoxy Anchors 0 Sprayed-On Fireproofing A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. EsGil Corporation In partnership with Government for Builiring Safety DATE: 06/ 19/03 JURISDICTION : Carlsbad PLAN CHECK NO.: 03-1608 0 FILE SET: I PROJECT ADDRESS: 2606 Abedul Street PROJECT NAME: Room Addition/Deck for Stegner Residence 0 w 0 w w 0 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: AZ Construction 3061 Via Maximo 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: AZ Construction Telephone #: (760) 809-6231 Date contacted: b I?~lh 3 (by: [4 ) REMARKS: Mail ./Telephoned Fax In Person By: Ray Fuller Enclosures : Esgil Corporation GA MB 0 EJ 0 PC 06/12/03 Fax #: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 03- 1608 06/ 19/03 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 03-1608 PROJECT ADDRESS: 2606 Abedul Street J URl SDl CTl ON : Carlsbad FLOOR AREA: Addition 9 18 Decks 640 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/11/03 STORIES: 2 HEIGHT: 18 ft per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/12/03 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ray Fuller ll COMPLETED: 06/ 19/03 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 the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). 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. 106.4.3, 1997 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 copv) where each correction item has been addressed, Le., plan sheet number, specification section, etc. Be sure to enclose the marked UP list when vou submit the revised plans. Carlsbad 03- 1608 06/ 19/03 0 PLANS 0 1. 2. 3. 4. 5. 6. 7. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculationsheports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that “Bedroom branch circuits will be arc fault circuit protected.” NEC Art. 210-12(b). Add duct testing to list of special inspections (required per energy calculations) and complete attached form. If soils compliance required then add this also. Plans need to be reviewed by designer of record, stamp and signed showing that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation. Need to provide full working set of plans for spiral staircase from Iron Shop and calculations and plans to have wet signature and stamps per their requirements. Provide evidence of City of L.A. Standard Plan approval i.e. plans to reflect their a p p rova I. Appears door to laundry room may be new (as shown on sheet 2) as removing existing door at new stairwell. If this is the case then provide size of door, thickness and note solid core, self closing etc. Carlsbad 03- 1608 06/ 19/03 8. 9. IO. 11. 12. * 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. Note on plans if bathroom has an existing or proposed exhaust fan as removing existing window. Reference all details to the plans i.e. stair details to floor plan. Provide a smoke detector at top of stairs. Missing outlets at right side of wet bar area along the 10 fi wall. Plans to reflect if existing fireplace is masonry or prefab. If masonry then note minimum 2” clearance to combustibles required. If masonry for example will not be able to ledger to walls as shown on sheet 5. Provide design for ledger(s) to show that ledger and ledger attachment are adequate. Detail and reference the knee braces for lateral support shown on sheet 3. The deck railing needs to be clearly shown or noted to extend on all four sides. As shown for example on Section A/5 children can access roof and fall. Detail 1/5 to reflect the minimum 36” required height for guardrail. Specify all hardware on the plans. For example appears missing beam to beam connections on sheet 5 for deck area Le. at landing area. Could not locate the calculations for 6 x 12 shown on sheet 5 supporting point load from spiral staircase. Please verify all structural members are designed for dead loads of stairs plus live load of occupants using stairs. Verify spiral staircase base plate attachment to a wood deck and that detail is provided showing placement and type of anchorage as generally mounted with anchor bolts to concrete. Per City policy listed below a Geo-Tec report is required. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer’s findings and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. Section 1804.5 Carlsbad 03- 1608 06/ 19/03 23. 24. 25. 26. 27. 28. 29. 30. e e Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. If applies: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly- incorporated into the construction documents (when required by the soil report). Detail and reference hold downs from floor to floor. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Is existing FAU/AC adequate for this size addition. Show existing electric service size and location. Is this adequate for addition? CITY OF CARLSBAD REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. in area and only one story, then a soils report is not required. 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. 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 03- 1608 06/ 19/03 - City of Carlsbad BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 03- 1608 Job Address or Legal Description 2606 Abedul Street Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which heishe is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) Carlsbad 03- 1608 06/19/03 3PEClAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2606 Ab&\ + PLAN CHECK NUMBER: 63- 160 8 OWNER’S NAME: I, as the owner, or agent of the owner (contractors may poJ employ the special inspector), certify that I, or the architecvengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701 .I for the construction project located at the site listed above. UBC Section 106.3.5. Signed --eG&A-- I, as the engineerlarchitect of record, certify that I have prepared the following special inspection program as required Here by UBC Section 106.3.5 for the Engineer’slArchitect’s Seal construction project located at Signed 1. List of work requiring special inspection: @ Soils Compliance Prior to Foundation Inspection 0 Field Welding 0 Structural Concrete Over 2500 PSI Hig Strength Bolting 0 Prestressed Concrete kExpansionlE poxy Anchors 0 Spraye -On F’ eproofing fl Other hu\ [7 Structural Masonry Designer Specified 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 6. ~ 3. Duties of the special inspectors for the work listed above: A. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 03- 1608 06/ 19/03 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1608 PREPARED BY: Ray Fuller DATE: 06/ 19/03 BUILDING ADDRESS: 2606 Abedul Street BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN Air Conditioning Fire Sprinklers TOTAL VALUE 102,714 Jurisdiction Code CB By Ordinance Bldg. Permit Fee by-] I $555.80 __ - - Type of Review: @ Complete Review - 0 Repetitive Fee -;I Repeats I /J Structural Only 0 Other Hourly -I Hour * Esgil Plan Review Fee I $31 1.251 Comments: Sheet 1 of 1 rnacvalue.doc A1 REF f 8UlLO8R (6) SALESPERSON! PAiii I 3 I 1-1 M4OC CUSTOMCA AWIR HANDRAIL-ALUMINUM X 3 111 Oq 17.2 FTq 0.0 I OOME ALUM CAP! 1 1 30.04 I n FLOOR TO FLOOR HEIGHT I 1 ii 1 CQ?RES bN KIT FORM, BUCK PRIMER q'j [-) i R'SER pq HEIGHT t 1 U I 1 1 BUILDING PLANCHECK CHECKLIST - FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT By: / .\~-c Date: ///I 3/fi - r. PLANCHECK NO.: CB 0 Z&ofi S& DATE: EST. VALUE: /fl -- J;7cY - PROJECT DESCRIPTION: Q&&n ASSESSORS PARCEL NUMBER: & s ,-C m. ENGINEERING DEPARTMENT APPROVAL DENIAL 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 instructions in this report can result in .. attached report of deficiencies necessary corrections to plans compliance with applicable Submit corrected plans and/or specifications to this office for review. suspension of permit to build. Date: A Right-of-way permit is required prior to construction of the following improvements: Date: Date: Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faradav Avenue. Carlsbad. CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Right-of-way Permit Application Recordation: Right-of-way Permit Submittal Checklist and Information Sheet Carlsbad Tract: A-4 Sewer Fee Information Sheet I Rw. 7114KS io- cosbtr -3 BUILDING PLANCHECK CHECKLIST L\~ $. SITE PLAN / 0 I. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral Property Lines 1. Existing or proposed water service Easements J. Existing or proposed irrigation service @lA&Q+d I‘ChVl percent towards an adjoining street or an approved drainage course. bg 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positive drainage of 2% to swale 5’ away from building.’’ (S.. ~’cfecc-L-.& G B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor’s Parcel Number C. Legal Description For commerciaI/industriaI 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 PERMIT NUMBER D ESC RI PTIO N 2 Rev. 7ll4KU BUILDING PLANCHECK CHECKLIST 1ST 2ND 00 no DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. 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 $15,000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 w" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. 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 $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the BUILDING PLANCHECK CHECKLIST 1 ST 0 d- o 2ND 0 0 0 0 0 0 0 3RD , 0 I7 0 0 checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: .6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 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: 6c. Enclosed please find your Future Improvement Agreement. agreement signed and notarized to the Engineering Department. . Future Improvement Agreement completed by: Date: Please return 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be rer>aired 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. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. The Gradinq Permit must be issued and rouah wading approval obtained prior to issuance of a Buildinn Permit. NOTE: Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 Rev 7/14/00 00 3RD IJ 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write ”No Grading” on plot plan. MISCELLANEOUS PERMITS 8. 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, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: IO. NPDES PERMIT Complies with the City’s requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. #Id quired fees are attached No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. 0 All single family dwelling units received “standard” 1” service with 5/8” service. 5 Rev. 7f1uoO BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD If owner/developer proposes a size other than the “standard”, then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the “meter sizing schedule” to verify the anticipated meter size for the unit. 0 Maximum service and meter size is a 2 service with a 2 meter. 0 If a developer is proposing a meter greater than 2”, suggest the installation of multiple 2” services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: I. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled “I”, and potable water is typically a circled “W. The irrigation service should look like: STA l+OO Install 2” service and ” 1.5: meter (estimated 100 gpm) 1’1 2. If the improvement plans do not list the irrigation meter and the servicelmeter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line 0 Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) 0 Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water qST 2ND on BUILDING PLANCHECK CHECKLIST 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 0 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 13. Additional Comments: 7 Rev. 7/14#30 .I y Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES- CA Coastal Commission Authority? YES- If California Coastal Commission Authority: Contac them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 921 08-4402; (61 9) 767-2370 Determine status (Coastal Permit Required or Exe pt): If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: R”” Coastal Permit Determination Form already completed? YES- NO- Follow-Up Actions: 1) Stamp Building Plans as “Exempt“ or “Coastal 2) Complete Coastal Permit Determination Log (Effective date of lnclusionary Housing Ordinance lnclusionary Housing Fee required: YES Data Entry Completed? YES - (A/P/Ds, Activity Maintenance, enter CB#, Enter Fee, UPDATE!) t minimum Floor Plans). Construct Housing Y/N, i Site Plan: H:\ADMIMCOUNTER\BldgPlnchkRevChklst Rev 9/01 1. Provide a fully dimensional site plan drawn to scale. Show: North arrox. property lines. easements, existing and proposed structures, streets, existing street improvements. right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood 1. Applicability: YES 2. Project complies Y S Zoning: 'tectural Design Guidelines 1. Setbacks: Front: Interior Side: Required &? Shown zcci Required Shown Shown W Street Side: Required Rear: Required '7 Shown '7' Top of slope: Required Shown 2. Accessory structure setbacks: Front: 3. Lot Coverage: 4. Height: Required 5. Parking: Spaces Required (breakdown by uses for commercial and industrial projecgrequired) Residential Guest Spaces Required Shown Additional Comments n / / OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 7224 Margerum Ave. San Diego, CA 92120 Phone (619) 582-2721 5959 Mission Gorge Rd. Ste. 203 San Diego, CA92120 Phone (619) 284-1848 Fax 284-0837 Structural Gal- ........................ For Proposed S.F.R. To be located at 2606 Abedul St. Carlsbad, CA 92009 Designer: Abbas Keshavarzi 5685 Lord Cecil St. San Diego, CA 92 122 I.' Project: AK 200-03 Owner: Stegner Date: 5/30/03 7224 Margerurn Ave. San Diego, CA 92120 Phone (619) 582-2721 SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 5959 Mission Gorge Rd. Ste. 203 San Diego, CA 921 20 Phone (619) 284-1848 Fax 284-0837 GENERAL STRUCTURAL SPECIFICATIONS Code Reference: California Building Code, (C.B.C.) 200 1 Edition Soils: Gross Allowable Bearing Pressure, 1000 PSF u.0.n. Concrete: All Concrete shall be a min. of 2500 PSI @ 28 days, u.0.n. A.S.T.M. -615, Grade 40 for #5 deformed bars and Grade 60 for #6 and larger d d Reinforcing Steel: .. Masonry: A.S.T.M. 490, Type I, u.0.n. Mortar: Concrete mortar, 2000 PSI @ 28 days, Type S, u.0.n. Grout; All grout shall be a min. of 2000 PSI @ 28 days, u.0.n. Structural Steel; 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, min. Anchor bolts, A.S.T.M. A36 steel, min. Weld: Timber: E70XX, LOW hydrogen electrodes Douglas Fir, Larch 19% moisture content, u.0.n. Studs: (10’- 0” & shorter) Stud Stud: (Over 10’- 0”) Joist: As specified. Posts: Douglas Fir #1 4x beam: 6x & up beam: Plywood horizontal: Plywood vertical: As specified. Douglass Fir #2, u.0.n. ’ Douglas Fir #2, u.0.n. Douglas Fir #1, u.0.n. Index (3246) exterior glue, u.0.n. i SHEAR WALL SCHEDULE SYM PLF ASSEMRLY(3) NAILING(I) 180 7/8'* STUCCO ON EXPANDED METAL OR WOVEN WIRE LAW. UNBLOCKED, W/#ll GAUGE, 1-1/2"LONG, 7/16"HEAD, NAILS OR #l6 GAUGE STAPLES, 7/8"LEGS, 0 6" O.C. 1 OO(5) 1 /2" GYP.ED. UNBLOCKED 125(5) 1/2" GYP.9D. UN9LOCKED 150(5) 1 /2" GYP.BD. BLOCKED 115(5) 5/8" GYPBD. UNBLOCKED 145(5) 5/8" GYP.60. UNBLOCKED 175(5) 5/8" GYP.BD. BLOCKED 250(5)5/8" G.E. BLK'D 6d 0 9" 260 350 31 0 340 3/8" APA SHT'G 3/8" APA SHT'G 3/8" APA SHT'G 15/32" APA SHT'G 15/32" APA SHT'G 15/32" APA SHT'G 3/8" APA STRUCT 3/8" APA STRUCT 3/8" APA STRUCT 15/32" APA STRUCT 15/32" APA STRUCT 665 15/32" APA STRUCT I 870 15/32" APA STRUCT I 5d COOLER 0 7" O.C. 5d COOLER Q 4' O.C. 5d COOLER Q 4" O.C. 6d COOLER 0 7" O.C. 6d COOLER 0 4" O.C. 6d COOLER Q 4" O.C. 5/8" FACE PLY 8d Q 7" 8d COMMON Q 6" O.C. 8d COMMON 0 4" O.C.(4) 8d COMMON 0 3" O.C.(2,4) 10d COMMON 0 6" O.C. 10d COMMON 0 4" O.C.(2.4) 10d COMMON Q 3" O.C.(2.4) 8d COMMON Q 6" O.C. 8d COMMON Q 4" O.C.(2,4) 8d COMMON Q 3" O.C.(2.4) 10d COMMON Q 6" O.C. 10d COMMON 0 4" O.C.(2.4) 10d COMMON @ 3" O.C.(4,6) 10d COMMON Q 2" O.C.(4,6) 1. NAILING FOR APA SHEATHING SHEAR WALL APPLIES TO ALL EDGE NAILING. FIELD NAIL WlTH SAME SIZE 0 12' OX. 2. FRAMING RECElVlNG EDGE NAILING FROM ABUTTING PANELS SHALL BE 3X MEMBERS. FOUNDATION SILL SHALL BE 3 OR 2X MEMBERS PER ANCHOR BOLT SPACING. PLYWOOD JOINT & SILL PLATE NAILING SHALL BE STAGGERED. 3. ALL STUDS SHALL BE 2x4 MIN 0 16" O.C. OR PANEL FACE GRAIN SHALL BE HORIZONTAL ACROSS FRAMING IF Q 24" O.C. (UNO). PANEL EDGES BETWEEN STUDS SHALL BE SOLID BLOCKED (UNO) 4. WHERE PLYWOOO SHEAR PANEL IS APPLIED TO BOTH StDES OF A WALL & NAILS ARE LESS MAN 6'O.C.PANEL JOINTS SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR SNOS AN5 SILL PLATES SHALL BE 3x AND NAILS SHALL RE STAGGERED. 5. SHEAR VALUES SHALL BE REDUCED 507. FOR GYPSON BOARD WALLS RESISTING SEISMIC FORCES. 6. SILL PLATES AND SNDS SHALL BE ON 3XMEMBER. SHEAR TRANSFER SCHEDULE (1) (2) 8 16 12 8 12 8 8 6 6 4 206 4 206 2bp4 6 4 206 4 206 204 NA 72 72 72 72 72 72 72 60 48 36 16 48 16 12 4a 16 12 32 12 NA NA 72 72 72 72 72 72 72 72 60 48 32 60 32 24 60 36 24 4a 32 28 16 24 48 32 32 32 32 24 16 16 12 a a 16 8 16 12 8 12 a 8 6 24 48 48 32 48 32 32 24 16 12 12 16 12 8 16 12 8 16 a a 6 8 INCHES O.C. 16 12 a a 12 8 6 6 4 NA 4 NA NA 6 4 NA 4 NA NA NA SILL PLATE TO WOOD FLOOR BLOCKING TO TOP PLATE (@ 16d COMMON NAILS @ A35 CONNECTOR - (5) A35F CONNECTOR Q 16d COMMON NAILS SILL PLATE TO CONCRETE(2) @ 5/8" OIA. ANCHOR BOLTS ON 2x SILL PLATE Q 5/8"DIA.ANCHOR BOLTS ON 3x SILL PLATE 1. WHEREVER E XISTING ANCHOR BOLTS ARE NOT ADEQUATE PfR THIS SCHEDULE, USE 5/8" TREADED ROO(RFB#5XlO) WITH MIN 5" EMBEDMENT PER ER 5279. (SP. INSP. RfQ.) WITH MIN 7" EMBEDMENT INTO CONC OR MASONRY WITH A 2"x2"~3/16" THICK WASHER. the anchor bolt spacing is to be reduced by 1/2. 2. IN SEISMIC ZONE 4. (CAUF.)USE ONLY 518" ANCHOR BOLTS 3. If a shear wall occurs on both rider of a footing then S Roof Loads DL + LL = 19 + 16 = 35 psf See TrUSS Calculations per Manufacture See Soan Table for Conventional Framina Or: Headers : L I 6ft Wmax 5 464 #/ft Wmax - < 745 #/ft L 5 8ft Wmax 5 419 #/ft 14x6 or1 6x6 (4x8 or16x6 -* w,,,,, 5 682 #/ft 14x10 or16x8 ... G F1 oor Loads loi sts: Or: Headers : LI4ft Wmax I 784 #/ft ~16ft Wmax I 596 #/ft DL + LL = 10 + 40 = 50 psf See TJI calculations See Soan Table for Conventional Framina or 14x10 or( 6x8 14x10 or1 6x8 14x12 or1 6x10 7 DEAD LOAD BREAKDOWN Roof Dead Load: Concrete Tile Plywood Wood Members I nsu iation Gypsum Board Misc Floor Dead Load: Flooring Plywood Wood Members Insulation Gypsum Board Misc EXTERIOR WALL 718” Stucco 2 x 4 @ 16” ox. Gypsum Board 318” Plywood Insulation Misc 9.5 1.8 3.5 .5 2.8 Q .” 19 P.S.F. 1 .o 1.8 3.2 .5 2.0 .7 10 P.S.F. INTERIOR WALL 10.0 1 .o 2.2 1.1 .2 .5 15.00 P.S.F. Contribute to Seismic 14 P.S.F. 2 x 4 @ 16” O.C. 1.0 Gypsum Board 4.4 318’’ Plywood 1.1 Misc 1.5 8.0 P.S.F. Roof and Fioor Framing Span Tables CITY OF SAN DIEGO DEVELOPMENT SERVICES 1222 FIRST AVENUE. MS 301, SAN DIEGO. CA 92101 CALL (619) 236-6405 FOR APPOINTMENTS AND (619) 236-6270 FOR INFORMATION. Lumber Grade Douglas Fir Larch No. 2 INFORMATION BULLETIN ALLOWABLE SPANS FOR JOIST RAFTERS 1 Rafters' Fioor Joists I Ceiling Joists Joist Combination J 1 Rafter Ceiling 133 MAY 1997 1 1.00 I 1.00 1 1.00 1 Load Duration Factors Nominal Spacing DL=15PSF DL=lOPSF DL=SPSF Inches size 1 Inches i LL=4OPSF i LL=4OPSF LL=lOPSF 12 6- 10' 6' - 10' 10' - 10' 2x4 16 6-2' 6'-2' 9-10' 24 5-3' 5' - 5' 8'-7' 12 13'-10' 14'-2' 22'-6' 2x8 16 12-0' 12-7' 20'-5" 24 9-9' 10'-3' 17-10' 12 19-7' 20'-7' NIA 2x12 16 17 - o* 17 - io= NIA 24 13-10' 14'-7' NIA OPEN BEAM CEiLINGS23,4*5 Size Spacing DOUGLAS FIR LARCH NO. 2 Nominal On Center (inches) (inches) 24 10'4' 4x4 32 9-5' U240 WILL 1 U360 wRL I U240 w/LL I U240 wRL 1 U240 wRL 1.00 I 1.25 1 1.25 1 1.25 1 1.25 ~~ DL=SPSF I DL=lSPSF 1 DL=lOPSF I DL=lOPSF I DL=lOPSF LL=lOPSF LL=SOPSF LL=20PSF LL=POPSF LL=16PSF 12 - 5' 8-8' 9-10. 9-10. 10'-7' 11'-3' 7-10. 8'-11' 8-11. 9-8' 9 - 10' 6-10. 7-10. 7-10' 8-5' N/A 17-11' 20'-4' 20'-5' 21'-11' 23-0' 16-3' 18-2' 18-2' 19-6' 18-9' 13-9' 14'-10' 14'-10' 1s-11. NIA NIA NIA N/A NIA NIA 23'- lo' WA NIA NIA NIA 19-6' 21'-0' 21'-0' 22'-7' DESlGN VALUES: Lumber Grade: D.FJLarch #2 Allowable Bending Stress: 875 PSI Modulus of Elasticity: 1,600,000 PSI ' "/A' designation is for spans Over 25 feet Single pieces of sawn lumber of this length are generally special stodc order items and have not been shown. * Deflection based on LE40 (U only). ' Minimum Slopes '14' in 1T. Roof surfaces having a slope less than '14' m 12' are considered to be flat roafs. Flat roofs must be designed to accommodate potential pding of water. This infoformation bunelin may not be used for the design of flat roofs. Load Duration Factor = 125 (no floor above). ' Allowable Shear Stress: FOOTNOTES: 95 PSI ' ' U + DL = JOPSF. This information is available on alternative formats for persons with disabilities. To request tfiis bulletin in alternative format, call (619)236-7703 or (800)735-2929 0. DS-5133 (Rev. 5-97) 4 Foundation ..................... Continuous Footing:. One Story: TWO Story: Three Story: pad Footina sc hedul e q = 1000 psf P = q*A-(COnC.DL) = P= P= P= P= P= P= P= P= 1740 3100 4840 5500 6980 8600 9500 12400 16880 # # # # # # # # # 12” x 12” W/#4 T. & 6. U.O.N. 15” x 18” W/#4 T. & B. U.O.N. 18” x 24” W/#5 T. & 6. U.O.N. @ @ Q @ Q Q Q Q 18”x 18”x 24”x 24”x 30”x 30”x 32”x 32”x 36”x 36”x 40”x 40”x 42”x 42”x 48”x 48”x (r> 56”x 56”x Concentration on Conti nuous Foot! nq - 1,000 PSF Wmax Pmax - - 1,000 PSF 12” wide - - 1,000 PSF Wmax Pmax - - 1,000 PSF 15” wide - 18 ” 18” w/ 3#4 18” w/ 3#4 18” w/ 3#4 18” w/ 4#4 18” w/ 4#4 18” w/ 4#4 18” w/ 5#5 18” w/ 6#5 E.W. E.W. E.W. E.W. E.W. E.W. E.W. E.W. X 1.0 = 1,000 PLF X(1.0 X 3.0) = 3,000 LBS. X 1.25 = 1,250 PLF ~(1.25 X 4.0) = 5,000 LBS. BM#l 3 1/2" x 14" 1.7E TimberstrandB LSL 4clr-7e Atx+hacuw&h TJBearnm) 6.05 Serial Number. 7002003869 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED User 2 5125103 7 48 20 PM Page 1 Engine Version 1 5 12 I I . I I 0 1r e Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Wm: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: TY Pe class Live Dead Location Application Comment Uniform(plf) Floor(l.00) 260.0 98.0 OTo 16 Replaces Unifonn(plf) Roof(I.25) 128.0 152.0 STOW AddsTo Poinqlbs) Roof(1.25) 512 608 8' SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LivelDeadlUpliiotaI I Woodcolumn 3.50 3.50 2587/1511/0/4098 L5 None 2 Woodcolumn 3.50 3.50" 3109/2132/0/5241 L5 None DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -51 32 -3445 13067 Passed (26%) Rt end Span 1 under Floor loading Moment (Ft-Lbs) 20146 16177 24423 Passed (66%) MID Span 1 under Floor loading Live Load Defl (in) 0.408 0.522 Passed (U461) MID Span 1 under Roof loading Total Load Defl (in) 0.682 0.783 Passed (L/276) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8 dc unless detailed othemise. Prcper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by TNS Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Assodate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: OPERATOR INFORMATION: lo Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Timberstran- is a registered trademark of Trus Joist. Summit Design Engineerig in-k R fb:Actual psi -@- @X= Tme : Dsgnr: Description : 76.80 18.00 36.10 8.00 3.00 3.68 633.5 649.1 297.8 scope : Job # Date: 7:53PM, 25 MAY 03 11 2691, Ver 5 6 1.25.0ct.2002 Timber Beam 8 Joist c)1983-2002 ENERCALC Engineering Software Description Center Soan Data span R( 16.00 6.00 10.00 Dead Load #/R/ 40.00 Live Load #Iff1 160.00 30.00 12o.m L/Defl Ratio CenterLLDeR mRati0 CenterTatalM Location UDefl Ratio P 13 Lateral Analysis **************** I V=2.5Ca/R W= Roof Roof DL= Exterior Wall DL= Exterior Wall DL= Interior Wall DL= Interior Wall DL= /' === //' T. Load= Floor Floor DL- Exterior Wall DL= Exterior Wall DL= Interior Wall DL= Interior Wall DL= --- --- T. Load= Total W= Vb= Level Roof Floor 2.5 Area : 2x 1x 1x 3x Area : 2 1 1 3 0.2 H 18 9 Seismic Comparison: Wind P=CeCqQsIw= Ce Pr= 0.76 Pf= 0.72 Wind Longitudinal Roof= 40 Floor= 40 Wind Transverse Roof= 29 Floor= 29 --------__---_- X X X X X X X X X Na = 1 1=1 Ca=.44Na 0.44 1 / 5.5 x w 0.2 w 40 x 29 42 x 34 x 19 = 27132 40 x 4x 14 = 4480 29 x 4x 14 = 1624 40 x 4x 8 = 1280 29 x 4x 8 = 2784 37300 ------ 40 x 29 40 x 29 x 10 = 11600 40 x 8x 14 = 8960 29 x 8x 14 = 3248 40 x 8x 8 = 2560 29 x 8x 8 = 5568 31936 ------ 37300 + 31936 = 69236 W= 0.2 x 69236 = 13847 W HW FxY V V/Ar V/Af 37.3 671.4 9696 9696.3 8.359 31.936 287.4 4151 13847 3.578 --_--_ 958.8 P= 1 * 6925.9 P= 1 * 9890.9 cq Qs Iw 1.3 12.6 1 = 12.449 psf 1.3 12.6 1 = 11.794 psf Total lb/Ir lb/'f 9 x 12.45 = 4482 4481.6 112 9 x 11.79= 4246 8727.3 106.1 8 x 12.45 = 2888 2888.1 99.59 9 x 11.79 = 3078 5966.3 106.1 * Seismic GovernLong. * Seismic GovernTran. Roof Line 1 Fw= Fs= a= b= L=4+4= V=F*A/2= v=sum. v= VASD=E=pEh/l.4= v=VASD /L= **** A=a *b= Line 2 Fw= Fs= a= b= L= V= F* A/ 2 = v=sum. v= VASD=E=pEh/l.4= v=VASD /L= A=a*b= Line 3 Fw= Fs= a= b= L=12+4= V=F*A/2= v=sum. v- VASD=E=pEh/l.4= v=VASD /L= A=a *b= Line 4 Fw= Fs= a= b= L= V=F*h/2= v=sum. v- VASD=E=pEh/l.4= v=VASD /L= A=a * b= P= 8.36 29.00 16.00 8.00 464.00 1,939.52 1,939.52 1,385.37 173.17 plf ___-__ -__ P= 8.36 29.00 16.00 9.00 464.00 1,939.52 1,939 -52 1,385.37 153.93 plf __--_--___ P= 8.36 29.00 16.00 16.00 464.00 1,939.52 I, 939.52 1,385.37 86.59 plf __-___-___ 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 P= 1.00 8.36 8.36 29.00 40.00 16.00 29.00 16.00 464.00 1,160.00 0.00 I, 939.52 4,848.80 0.00 6,788 -32 4,848.80 303.05 plf __-_-____- v v v Check uplift Roof Line 1 1= H= W= OTM=v*H* 1= RM, s=W*H*1*1/2*. 9= RM,w=W*H*1*1/2*2/3= RM= ***************** V= Roof 4.00 8.00 15.00 173.17 5,541.49 864.00 0.00 1,404.00 Roof D.L. 4.00 5.00 15.00 540.00 0.00 Line 2 1= H- w= V= OTM=v*H*l= RM, s=W*H*1*1/2*. 9= RM, w=W*H*l*1/2*2/3= RM= 9-00 9.00 8.00 7.00 15.00 19.00 153.93 11,082.97 4,374.00 4,847.85 0.00 0.00 9,221.85 Line 3 1= H= W= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= Fz(0TM-W) /1= 86.59 0.00 0.00 0.00 0.00 Line 4 1= H= W= V= 303.05 OTM=v*H*l= 0.00 RM,s=W*H*1*1/2*.9= 0.00 RM,w=W*H*1*1/2*2/3= 0.00 RM= 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Floor Line 1 Fw= Fs= a= b= L=4+4= V=F*A/2= V=Vr+Sum. v= VASD=E=pEh/l.4= v=VASD /L= ***** A=a *b= Line 2 Fw= Fs= a= b= L= V=F* A/2= V=Vr+Sum. v= VASD=E=pEh/l.4= v=VASD /L= A=a*b= Line 3 Fw= Fs= a= b= L=8+5= A=a*b= V=F*A/2= V=Vr+Sum.v= VASD=E=pEh/l.4= v=V /1.4L= Line 4 Fw= Fs = a= b= L= V=F*A/2= V=Vr+Sum.v= VASD=E=pEh/l.4= v=VASD /L= A=a*b= P= 3.57 29.00 16.00 8.00 464.00 828.24 2 , 767.76 1,976.97 247.12 plf - - - - - - - - - 1.00 0.00 0.00 0.00 0.00 P= 1.00 3.57 8.35 29.00 13.00 16.00 20.00 15.00 464.00 260.00 0.00 828.24 1,085.50 0.00 3,853.26 2,752.33 183.49 plf __-___-__ P= 3.57 29.00 16.00 13.00 464.00 828 -24 2,767.76 1,976.97 152.07 plf --------- 1.00 0.00 0.00 0.00 0.00 P= 1.00 3.57 3.57 29.00 40.00 8.00 29.00 16.00 232.00 1,160.00 0.00 414.12 2,070.60 0.00 9,273.04 6,623.60 413.98 plf - - - - - - - - - v v v Floor Line 5F Fw= Fs= a= b= L= V=F*A/2= V=Vr+Sum.v= VASD=E=pEh/l.4= v=VASD /L= ***** A=a*b= P= 3.57 29.00 16.00 8.00 464.00 828 -24 828.24 591.60 73.95 plf - - - - - - - - - 1.00 0.00 0.00 0.00 0.00 \- / 8 ,,I /I Check uplift Floor Line 1 1= H= W= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM, w=W*H* I* 1/2 *2 /3= RM= ****************** V= Floor Floor D.L. Roof Roof D.L. 4.00 4.00 4.00 8.00 6.00 17.00 15.00 15.00 73.95 173.17 14 , 141.96 11,775.56 0.00 648.00 1,836.00 0.00 0.00 0.00 2,484.00 0.00 F= (OTM-RM) /1= 2,914.49 lb ---------- Line 2 1= H= W= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RMfw=W*H*1*1/2*2/3= RM= 15.00 8.00 8.00 22,018.63 6,480.00 0.00 6,480.00 183.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 F= (OTM-RM) /1= Line 3 1= H= w= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= V= 5.00 8.00 15.00 152.07 6,082.99 1,350.00 0.00 2,025.00 5.00 6.00 10.00 0.00 0.00 0.00 0.00 675.00 0.00 0.00 F= (OTM-RM) / 1= Line 4 1= H= W= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM, w=W *H* 1 * 1 /2 *2 / 3= €?M= 16.00 8.00 16.00 16.00 17.00 4.00 8.00 19.00 303.05 82,429.60 0.00 15,667.20 8,755.20 0.00 0.00 110.93 96,628.64 0.00 0.00 24,422 -40 F= (OTM-RM) /1= ' 4 Check uplift Floor Line 5F 1= H= W= Floor Floor D.L. Roof ****************** V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= F= (OTM-RM) /1= 73.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Roof D.L. 0.00 I . HETHERINGTON ENGINEERING, INC. SOIL & FOUNDATION ENGINEERING ENGINEERING GEOLOGY HYDROGEOLOGY December 1,2003 Project No. 4515.1 Log No. 8359 JB Coating Inc. 2 19 South Santa Fe Avenue Vista, California 92083 Attention: Mr. Bob Yanni Subject: FOUNDATION PLAN REVIEW Proposed Building Addition 2606 Abedul Street Carlsbad, California References: 1. “Stegner Residence, 2606 Abedul Street, Carlsbad, California, 92009, Sheets 4 and 6”, by JB Coating Inc., dated February 2003. 2. “Geotechnical Investigation, Proposed Building Addition, 2606 Abedul Street, Carlsbad, California”, by Hetherington Engineering, Inc., dated September 23,2003. Dear Mr. Yanni: In accordance with your request, we have reviewed the referenced report and plans. Based on our review, we are providing the following recommended revisions/corrections to the foundation plan and details (Reference 1). 0 Sheet 4, Note 3 indicates “Typical footings to be 12”x12” at one-story and 15”x18” at two-story conditions unless otherwise specified on the foundation details (see also Sheet 6, Detail 5). The Geotechnical Investigation (Reference 2), recommends that all footings be founded at a depth of 18-inches below lowest adjacent grade. 0 Sheet 6, Details 1 and 5 indicates that exterior and interior continuous footings are to be reinforced with two #4 rebar, one top and one bottom. The Geotechnical Investigation, Reference 2, recommends that continuous footings should be reinforced with at least four #4 rebars, two top and two bottom. 0 The Structural Engineer should veri@ that the foundation and slab design meets the requirements of Section 18 15 of the 2001 California Building Code utilizing an effective plasticity index of 20. 5205 Avenida Encinas, Suite A Carlsbad, CA 92008-4369 (760) 931 -1 91 hyL609 (760) 931 -0545 32242 Paseo Adelanto, Suite C San Juan Caprstrano, CA 92675-361 0 (949) 487-9060 Fax (949) 487-9116 www. hetheringtonengineering.com FOUNDATION PLAN REVIEW Project No. 45 15.1 Log No. 8359 December 1,2003 Page 2 This opportunity to be of service is appreciated. If you should have any questions, please contact our Carlsbad office. Sincerely, HETHERINGTON ENGINEERING, INC. , 5’T*W Zr 6 OCEANSIDE TRUSS Specializing in Roof and Floor Trusses * COMMERCIAL * RESIDENTIAL * * ROOM ADDITIONS * * COMPETITIVE PRICING * * FREE AND PROMT ESTIMATES * 2847 Industry Street 760/722-7696 Oceanside, CA 92054 Fax 760/722-0438 I-- 3 u cn W cn Ln 3 a= t- U 0 LL =- + A H H H a rn z 0 m W CT n c3 W t- W u 0 4 I-- 0 z W LI 4 cn W c3 U 4 I 0 hL 0 4 * n m - 0 CT 0 I 0 0 t- Lo x N I-- m J 3 0 W 4 Lo 0 Lo Tu a. m - 24 0 4 T OJ c 0 -d 4 a .d L .--- I Manufacturing Engineering Computer Systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity fur such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibiiiiy for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Piate Institute in "8racing Wood Trusses, HIB-91", a copy of which will be furnished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2'4" O.C. and at ?2'-0" O.C. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a nontorrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.E.O. R.R. 421 1 11. The CompuTrus Net Section Plate is indicated by the prefix "CN", the designator (1 8) indicated 18 ga. material is used. All others are 20 ga. General Notes: - @ Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. t / a IO-90-0 T m m L 4 I E 2 a E " I c b .A c c C I I- - C c 9 r: .. , c.-- * '!, , ' a IO-90-0 1 -LA A 7 ' I r '11 Ulll r I I J a 4 L w u) I 3 I I Y P 7: U Y v) The Leading Manufacturer of Spiral Stair Kits SW, S+", 6'.0", 6'-6", 7'4" DIAMETER CODE STAIRS LOS ANGELES CITY LICENSED FABRICATOR fl150 LOS ANGELES CITY STANDARD PLAN'#lll CITY OF SAN DIEGO STANDARD MASTER PLAN #25 PLAN FILE A10077543 WOOD Engineering, Inc. 1OO4OKx)7HILLBouLoIARD RA"o~CAsl730 (909) 9882081 FAX (OOO) 989-8106 Mala PIrnt 1 Sbowrooi SouthemShoymn SouthweetShowroom IUkhatshomWxn Northeast shom#wn P. 0. Box 547 a Waroho~ a Warehouse h Warehouw: h warehouse: 400 Reed Road 6556 Superior Ave 871 8 Wesgark Drive 886 Mdge Drin 500 West Avenue Broomall. PA 19008 Sarasota, FL 34231 Houston, TX 77083 Elk olove MI., IL 80007 stamford, CT 06902 (61 0) !M-7100 (81 3) 923-1 479 (71 3) 7890848 (708) 952-9010 (203) 325-8466 (eoa) 523-7427 (aoo) 648-8990 (800) 4384766 (soo) 4534766 (soo) 523-4766 Fax (610) 544-7297 Fax (813) 923-6176 Fax (713) 7880720 Fax (708) 962-0496 Fax (203) 967-4677 '. .. weat coaat mmwm P.O.BajC3008 394WDGwrstiRd Ontacio, CA 91 761 -0901 (909) 805.1OOo (800) 3824m Fax(-) 805-8899 .. . . - - - - - ._ -. ._ .. . . . . - - . . .. . -,. . l..- . ... . . . ._ .-.' . . . ~ ., .. . . . ., . I, I I R = 3'4' TREAP A //-/2-02 ~=S/N$~R .K, o = f0&7 --SASE 4/' L,/ /" - k R = 42' THE /RON 5HUP =AD PLAN .. . .. . .. COLUMN /< Sx-STL. b 42" H=E=5" N x2 f.5U 4.7@ 14.714 72.210 (21x2 0.5625U 4.531 5.W0 23.047 0.030 B/X2 u.75A-2 0.375 0.5625 U.Z/l 0.070 xc r.5~ - L Y - 4- 4-2 - B.01 (/./ns/ (/.SI x/M 5.625 20.300 95.52 0.fO . . . . . _. ... . ., - PLASMA CUT TREADS A //-/2-u2 p = 2U3&5!!.625 = 3.623 /k = 4-2 + 1'-Ly"2 = 4552 + 0.10 - 5.62S.623Je2=2/.70 /x = 2/. 7&/0B27! = 4.08 5x~ = 4.00L3.823 = 1.127 1N-3 u/t = 5 - 3/16 = 25.67 >a = 3/16 Fb 5Z = 4fi33/./27 = 8,547 < /2.6I K51 0.K 01 15 4.574 6.864 31.452 - fa 0.5625' 4.204 2365 4.442 u.u/5 I91 u.75 0.375 0.2&/ 0.105 0.035 WM = : 2.013 495 44,494 0.03 I I A N-12-02 5s -- U./075/0.%5.."2 = 0.0176 P&/% = 3077/0.5/4 ? .. -?!!!e?-- -* (3 0.5625 1.781 1.002 1.784 0.015 0.75 0.375 0.281 0.105 0.035 #M: 2.813 4.517 8462 0.050 = 4.517D.813 = 1.606 1k = 8.862 + 0.050 - 2.813 0.6061-2 1.657 /x = /.657(0./875/ = 0.311 Sx -- 0.311L.606 = 0.143 fb = 1515 = 0.16 K51 < 22.0 KS1 0.143 i /2.6/ KS/ IF CUM? \- 0.K - .- . _,, . . .. 1 I I i I i 1 I I ! ! i I I h . .. . ._ .. .. .. . //0'5?2 R duo55 0AR 8 4" o/c 3LO' J; .I I anmu&:-c I rcrrd3ff- myL 05-02 4-5-44 -8V"w. x = 43'MAx: 90 DES+?€€ LAhWN6 PLAN * =FER TO PA& 24 F6p DETAILS & NOE5 COLLAR. 3 W/RAL 5 TA/RYW I LAhWh6 LES/IW 7'-0" D/A. STAR /5 CR/T/CAL TC-€ aEND M3"J +?JGIA 5 E€L RIB @ bo DE5REE LAWIN6 PLAN D/MFN5/ON5 TAW F U/AM XsD/Z + YsW-L? W2 L/=fl{X/-Z" 5'-O' 3/' 22.0 15.5" 41.0" 5.4' 34" 24.0' /%OM 46.0" 59.3 6'4" 37" 6'4" 40" 202" 20.0 54.8' 7'4" 43' 30.4" 21.5" 9.0" 2.2" /05"* .. - ..... . - ~._ . .. .. .. . .. -. .. I I IKT 3' @ 57D PI- A I 223IwZ 5 = 1.72 IC3 r = 1.16 WAX = 1Z.W' Klk * 124.1 fa = q70 K51 - P k p E. 1 . .._ ~~ -. .c .... . ..- ..... .. .. , ..._..-. ~ .. , . -. -. .. 6'9' 6'4' 7'4" M = 5.261 P/A 7" 3' DlA COL. OD. 3 //Iz" fi. u 4.q4q - /.* = 3.20' 3.84 445 79.4 26l.4 034" e.5 0.360' 456 I 59.0 q3.l .30623 0.26- 476.7 5.325' 52 6t4 101.4 355.4 038' 553.4 03W' PlPF 35'D/A X - Sm (fYM1N = 3X5U A 5 3.68 lh?2 5 = 3./4 lW3 r = /.31- hMAX 5 /2'-0" K = 1.0 K//r = flflZ.O)12M31 = /W.4 fu = 4.34B.60 = 2.54 K51 i 11.67 K.51 fuPu = 2.54D1.67 = 0.22 J 0.15 fb = (2,47flZ!)B,l4 = //.35 K5/ < 0.m51 = 21.0 K51 o'22 = 0.40 i 1.0 e: PIE 3.5' PIA. X - 57ROff6 A53 #RAD€ B 1st Ff 3'-0" s. x 10" DP PAD FOOTING 5TAlR Fl WA r /Q" L =J4340A7+00 = 2.44 5Ar2'-6" %. 30" 5Q. . . . _, ,..> , . . -.._- , . - . . . , . , . . . ,. . . . , .. ., .., . .. .- . . _1 . . . . . . - - . , . . . . .. 1 5'4' DIA. STAIR P = 27- AREA R&?P = 27UUm = 5.4 5.E A - @-2)/4 D = ((4 X 54)/i/0.5 = 262' OR 3/46" 5" Ob SPIRA/ sr,/mr BA5E PLATE ON 3-14" KAB CK PLATE W/GKM35 5TA/R PLATE LOAD 9-0' 24' D/A. 27- --- I PLAN 5'4" 26'DIA. 327- 6'-0' 3O'D/A. 30?0* 6'4" 32'D/A 4S0* 7'-0" 38"D/A. 52403 30' D/A. u = /4"-2" = /7" rn = [/7Y42Z?1 P/A = 144.5 69%) P = 5240* A = 1/34 3. /h! P/A = 4.66 p5/ M = /445 (4661 = 6 74'# 5Ecrim Y//RAL 5 TAlW f BASE PLA 7€ ON 3-//2' SLAB 5'-6'D/A. STAIR P = 327@ AREA REaV = 3270,500 = 6.54 Sa.Fs: D = (/46.54)hr/"0.5 = 2.00' OR 346" P?I 20" D/A. P/ A ?F D = (/2&4)/4) +/0.64/2 + 4 = 373" 34.6" €5'4" D/A. 5TA/R P = 304oX . AREA EQl? 3 304OBO = .I 70 S.F: D = //4w770)/w)"U3 = 314' OR 37.0" TRY 30" DIA. PLA E D = fl?)/4) + /Ob412 + 4 = 38.3" ? 37.8" 6 k5 D/A. 5 TAK? P = 4560 AR€A.?ZEQP -5 45bOrbO = 4.12 5.F. D = //4x4././i?/rr/"U.5 = 3.41' 5AY 40.4" TRT'32" DIA. PLATE D [(32-4)/4) + /0.64)2 + 4 = 34.3 1 40.4" 3 - 7'4" D/A. 5 rA/R P = 524or AR,!ZA REQP = 5XO~O = 10.59 S.F. D = /4xl0.5@hii /"0.5 = 3.6 7' 5A I 44.0" TRRI30'D/AM PLAF D -- f/384)/4) + /0.64)2 + 4 = 42.3 r 44.0" 0.K. - 32" D/A. /(0.375)"3 = o,aoe4 /= /2 30" D/A. p = /5"-2" = /3' M = (03 'I "2a P/A = 045 e/# P=3&4@ A = 707s. /N P/A = 5.50 p5/ M = 464.4 - . 1 --. . .. _, _" . _._ ..~ ._ , ... - , . :, I .. . -. m = ((/2'/"2L.ZJ P/A = 72.0 /PN P = 327@ A = 615.7 5Q. /N P/A = 5.9 PSI M = 7W.311 = 302.36"s 24" D/A. / 0.0044 Dl CK. OAK HANDRAIL 1 ,1 /3/4' 5 = 2fl.75/-2 /6 = /.02/ f& = 2/mA.02/ 2057 - 13 = //W x 1.5 2 /72S - 2057 14% 0- 0.K. OAK #AM%?AlL SF.€%T: 30 / /Bo 0.D. X //Bo lWLL 3QO3-U/4 ALL&% OR B43445m. h53BR45564/3/4'X2'0AK #ANDW/L #Z f-f/4. OD. x //4" ML 843-44 ff5B BRASS I I fb = 2/00 /0.167 = I235 < 12.76 -55 P = 200/4 ac 5ox M = 59 X 30 = /4#"# 5= 0.7g(0. 75/^3 - f0.3/3)^3] 1 3/4" 1 __ . . cj_ ~ 3/4" X3/4' o aOL THOLES , HO. 751 = 0.652 Fb = /400/0.0652 = 24./4 KS/ C W X .75 (3%5 KS/! CK. 3/4" .% X 16 &A o U = 20' P = 50 Y M = 50x20" = /@"# 5 = 0. WO. 751-3 - 0.690.63/^3 H075) = 0.0353 = /000/0.0353 = 20.33 K5/ C 0.6 X 50 /3oKs// CK. RRN6 ON 7ipEAD A = 0.25 X //in = 0.03/2 PP//OW = 0.0312 X 2/ X 3% K5/ = 2.s .- tt- I I I .... '#-/L LOAD5 w = 20 PLF: t t 63~ = /6.5/-20 = 69 I USE. /-//2 x /4/2 x 0.075 (14 6AJ TO SPAN 6'4" MAX: =36Kf/ 6x6 Pos T#'P.F. FG = 475 € = /.3€6 L = 4'-0" %ax = 7.78 Fcc = 47S = 0.84 CONNEC %'ON5 H6920NTAL RAIL TO V1FRVCAL CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A. P. N. : Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Number of New Dwellina Units Square Feet of Living Area in New Dwelling Sauare Feet of Livinq Area in SDU Net Square Feet New Area 9 8 fi CommercialA ndustrial: City Certification of Applicant Information: Square Feet Floor Area - Date: 4 21 [Q \ SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (33 1-5000) Encinitas Union School District San Marcos, CA 92069 (736-22OM on High School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) 7 10 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of ApplicanffOwners. The person executing this declaration (“Owner”) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner’s knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer,of the above described project@), or that the person executing this declaration is authorized to sign on behalf of the Owm’ Signature: Date: @ 1635 Faraday Avenue Carlsbad, CA 92008-7314 (760) 602-2700 Reviwed 4/20/00 Building Counter (760) 602-271 9 * FAX (760) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. ................................................................................................... SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page I has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFlC IAL TITLE NAME OF SCHOOL DISTRICT s4/u\ Mscco-s d,LJ DATE I - l3-0Y PHONE NUMBER Revised 4/20/00 c -- -7 c 3 3 J - 0 V -. . .. City of Carlsbad \I &bn 1635 Faraday Av Carlsbad, CA 92008 07-29-2004 Plan Check Revision Permit No: PCR04086 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: 2152900600 Lot #: 0 Applied: 06/04/2004 Valuation: $0.00 Construction Type: NEW Entered By: SB Reference #: CB031608 Plan Approved: 07/29/2004 Issued: 07/29/2004 Project Title: STEGNER RES REV PARTIONS Inspect Area: 2606 ABEDUL ST CBAD MSTR BTH AND PORCH DETAIL Ap p I ica n t : C/O KATHRYN EEHN 2606 ABEDUL ST CARLSBAD CA 92009 STEGNER TRUST W 11-29-84 Owner: C/O KATHRYN EEHN 2606 ABEDUL ST CARLSBAD CA 92009 STEGNER TRUST W 11-29-84 Plan Check Revision Fee Additional Fees $60.00 $0.00 Total Fees: $60.00 Total Payments To Date: $0.00 Balance Due: $60.00 7598 07/29/04 0002 (11. 02 CGP I FINAL APPROVAL I 32 xactions hereafle&&@$C!ty d to protest imposition the protest and any o timely follow that proc feeslexactions. If you protest them, you must ired information with the City Manager for I bar any subsequent legal action to attack, 60 " !30 , PERMIT APPLICATION 1 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE PLAN CHECK NO. EST. VAL. this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Name Address city Statelzip Telephone # 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, commending with Section 7000 of Division 3 of the Business and Professions Code1 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 [$5001). Name Address State License # License Class City Business License # Designer Name Address City Statelzip Telephone city State/Zip Telephone # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$IO01 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (5100.000t. in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 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 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 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). 0 1. 2. 3. 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type Business and Professions Code for this reason: program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO LENDER'S NAME ove information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit) of Carlsbad to enter upon the above mentioned property for inspection purposes. SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENS Y WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit IS requir EXPIRATION: Every permit iss authorized by such permit is not t any time after the work IS co 5'0" deep and demolition or construction of structures over 3 stories in height. under the provisions of this Code shall expire by limitation and become null and void If the building or work s from the date of such permit or if the building or work authonzed by such permit is suspended or abandoned ction 106.4 4 Uniform Building Code) SIGNATURE DATE EsGil Corporation In Partnerstiip with Cjovernment for OuiGfing Sufety DATE: 07/ 14/04 JURISDICTION: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: PCR04-OS6.rcl (03-1608) SET: I1 0 FILE PROJECT ADDRESS: 2606 Abedul Street PROJECT NAME: Plan Changes for Stegner Residence w 0 0 0 0 0 w 0 IXI 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: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Previously approved City sets sent back. Mail Telephone Fax In Person By: RayFuller Esgil Corporation Enclosures: 0 GA MB 0 EJ PC (P) 07/07/04 trnsrntldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 I EsGil Corporation In partnership with Government for Building Safety DATE: 06, 04 JURIS Dl CTl ON : Carlsbad PLAN CHECK NO.: PCRO4-086 (03-1608) SET: I 0 FILE PROJECT ADDRESS: 2606 Abedul Street PROJECT NAME: Plan Changes for Stegner Residence 0 Iz 0 1sI 0 IXI 0 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: Robert Yanni 1333 Phillips Street Vista, Ca.92084 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: Robert Yanni (4.H) Date contacted:b fl (s OV(by: v= ) REMARKS: Telephone #: (760) 801 -1 346 Fax #: Mail /Telephone Fax In Person By: RayFuller Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 06/08/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I Carlsbad PCRO4-086 (03-1608) 06/ 15/04 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PCR04-086 (03-1608) JURISDICTION: Carlsbad PROJECT ADDRESS: 2606 Abedul Street I FLOOR AREA: Addition 9 18 Decks 640 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/11/03 STORIES: 2 HEIGHT: 18 ft per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/08/04 DATE INITIAL PLAN REVIEW COMPLETED: 06/ 15/04 PLAN REVIEWER: Ray Fuller 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 the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). 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. 106.4.3, 1997 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, Le., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. I Carlsbad PCRO4-086 (03-1608) 06/ 15/04 PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. I. Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also. 2. What is the head room above the sink under the stairs? 3. Side elevation on sheet 2 has deleted the spiral staircase but it is still shown on floor plan of sheet 3 and upper deck plan? If stairs and deck being deleted then would need to remove from all sheets. If deck is to remain and spiral removed then how will this area be accessed? 4. The plans are reflecting a 3040 sliders and new partitions. The 2nd floor partition needs to be shown how it is to be laterally restrained i.e. a 4 x post from sill plate to bottom of rafters at end of the wall. 5. Specify the use of the room at the top of stairs. Minimum requirement for ventilation is 5 sq ft and a 3040 slider only provides 4.8 sq ft of openable window. Options could be a 4040 or casement window for example. 6. The elevations and structural did not address the enlarged openings from 2040 to 3040 or larger if applicable to meet minimum light and ventilation. Structural sheets /calculations to reflect new header length and reduced shear wall length. 7. Energy calculations to address added fenestration from both window. 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. A Carlsbad PCR04-OS6 (03- 1608) ' 06j15/04 VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: PCR04-OS6 (03-1608) DATE: 06/ 15/04 J U RI SD I CTI ON: Carlsbad PREPARED BY: Ray Fuller BUILDING ADDRESS: 2606 Abedul Street BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN Valuation Reg. VALUE ($) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code I CB By Ordinance Bldg. Permit Fee by Ordinance I 'I 1 I Plan Check Fee by Ordinance TI Type of Review: 0 Repetitive Fee ~;l Repeats 0 Complete Review 0 Structural Only Other ,-, Hourly I 0.51 Hour* J I $60.001 I I Esgil Plan Review Fee I $48.00 I Based on hourly rate Comments: Sheet 1 of 1 rnacvalue.doc Floor Line 1 P= Fw= Fs= 3.57 a= 29.00 b= 16.00 L=4+4= 8.00 A=a*b= 464 .OO V=F*A/2= 828.24 V=Vr+Sm. v= 2,767.76 VASD=E=pEh/l.4= 1,976.97 v=VASD /L= 247.12 plf ***** -- ------- 1.00 0.00 0.00 0.00 0.00 v Line 2 P= 1.00 Fw= Fs= 3.51 8.35 a= 29.00 13.00 b= 16.00 20.00 L= 15.00 A=a*b= 464.00 260.00 0.00 V=F* A/ 2 = 828.24 1,085.50 0.00 V=Vr+Sum. v= 3,853.26 VASD=E=pEh/l.4= 2,752.33 v=VASD /L= 183.49 plf --------- Fw= Fs= a= P= 3.57 29.00 1-00 r 464.00 0.00 0.00 V=F* A/ 2 = 828.24 0.00 0.00 A=a*b= V=Vr+Sum. v= 2,767.76 VASD=E=pEh/l. 4= 1,976.97 v=V /1.4L= \gq,Lm7 Plf - - - - - - - - - Line 4 P= 1.00 Fw= Fs= 3.57 3.57 a= 29.00 40.00 b= 8.00 29.00 I!= 16.00 232.00 1,160.00 0.00 V=F*A/2= 414.12 2,070.60 0.00 A=a*b= V=Vr+Sum.v= 9,273.04 VASD=E=pEh/l. 4= 6,623.60 v=VASD /L= 413.98 plf -_--_---- v v \1oj Check uplift Floor Line 1 1= H= w= ****************** V= OTM=v* H * 1= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= Floor Floor D.L. Roof Roof D.L. 4.00 4.00 4.00 8.00 6.00 17.00 15.00 15.00 73.95 173.17 14,141.96 11,775.56 0.00 648.00 1,836.00 0.00 0.00 0.00 2,484.00 0.00 F= (OTM-RM) / 1= Line 2 1= H= W= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= V= 15.00 8.00 8.00 183.49 22,018.63 6,480.00 0.00 6,480.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 F= (OTM-RM) /1= lb L( HO 6.00 10.00 37S-a 675.00 0.00 7 17 A H= W= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= 3 F5 8.00 15.00 \q /L+z-37 m 2.0 1,350.00 0.00 0.00 0.00 0.00 0.00 0.00 Line 4 1= H= w= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM, w=W* H* 1 * 1 / 2 * 2 / 3= RM= 16.00 8.00 16.00 16.00 17.00 4.00 8.00 19-00 303.05 82,429.60 0.00 15,667.20 8,755.20 0.00 0.00 110.93 96,628.64 0.00 0.00 24,422.40 F=(OTM-RM) /1= ... CBRTIPICATE OF COMPLIANCB; RESIDENTIAL Page 1 CF-1R PsojeCt Title.. ........ S-R ADDITION .OG/30/04 19:33:E7 Project Address........ 2602 ABEDUL STT. ****e+* CARLSBRD, CA. W6'. 0 1 * Documentation Author.. . +tff*C* 1 1 ate Plan Check / D Climate Zone...... ..... 07 Compliance Method. *. . #1C!'ROPAS6 v6.03. for 2001 Standards by EnercOpIp, Inc. 1 MICROPAS6 v6.01 File-KSSHSTEOG Wi;h-CTZ07S92 Pzogram-FORM CF-1R Vser#-MP1964 User-Energy Oozieclting Group Run-S"ER ADDITION GE"& UWOSMATION ._ Conditioned Floor Area. ... 918 sf Building Type.............* Siqle Family Detached ConstructioD Type ......... Addition Alae Building Front Orientation. -Front Facing 180 deg (SI Number of Dwelling Units ... 1 Number of Stories .......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage.. ....... 21.9 % of floor area Averwe Glazing U-facto-. .. 0.43 Btu/hr-sf-F Average Glazing SiGC ....... 0.4 Average Ceiling ,Eeighc. .... 9 . 7 ft BUILDILbJG SHGU INSULATION Component Frame Cavity Sheathing Total Type Type R-value R-value R-value . ._ ~- - - ~ Wall wood R- 13 R-0 R- 13 Roof Wood R- 19 it-0 R- 19 ?!mESrnTION Aaaembly U-factor Location/Comments ~~ __ 0.088 0.051 Over- Area iJ- Interior Exterior hang/ Orientat ion (sf) Factor SHGC Shading Shading Fin8 Window Left (W) 88.0 0.400 0.350 Standard Standard Yes Door Left (W) 34.0 0.550 0,650 Standaxd Standard Yes Window Back (N) 79.0 0.400 0.350 Standard Standard Yes - SLAB SURFACES Area Slab Type (8f f Stmdard Slab 459 CERTIFICATE OF OOMPLLAWCE : RESIDENTIAL Page 2 CF-1R K 4 MICROPAS6 v6 - Q1 Fibe-XESHSTSZ Wth-CTZO7S92 Program-FORM CP-1R Uaer#-MP1964 User-Energy Consulting Group 2un-STEGPfER ADDITION :mc SYSrnS Refrigerant Equipment Minimum Chamed Duct Duct Type Efficiency Airflow Location R-value Furnace ACSplit Tank Type 0.780 A?UE 10.00 BERR Weater Type Storage ~~~ ~~~ ala Attic R-4.2 No Attic R-4.2 wAI%R HEATfNG SYSTEMS Teeted ACCA Leakage D Duct lvlanwl NO No No No Number in Distribution Type System Tank Energy Size Factor (gal) Standard - 1 58 40 REMARKS Thermostat Type Setback Setback External Insulation R-value R- n/a CERTIFICATE OF CbMPLIAIJCE: RESIDESTIAL Page 3 CF-1R Prodect Title.. . . . . -. . - -,ITIOH Date. .06/30/04 19~33 :57 ~____ ~ - MICROPAS6 v6.01 Pile-KESHSTEG lhh-CTZ07S92 Program-FORM CF-1R UeerlC-Wl964 User-Energy Consultting Group Run-STEQVER ADDITION COMPLIANCE STA- This certificate of compliance lists the building features and performance specifications needed to coml~>ly with Title-24, Parts 1 and 6 of the California code or' Regulations, and the administrative replatione to implement them. This certificate ha bees signed by the individual with overall design responsibility. Whea this certificate of compliance is submitted for a eingle buildirzg plan to be built in multiple orientations, any ehading feature that ie varied is indicated in the Special Features Modeling Aseuaiptions section. DESIGBER Or OWNER DOCUHEWATTON AUTHOR Name.. . . Title.. . Agency. . Phone.. . Signed.. (date I COMPWBR MGTKOD SUMMARY Page 1 C- 2R Project TitXe. - - - - - - - - - S-R AISITICXS Date. .06/30/04-19:33 :S7 Project Address.. ...... 2602 ABEDUL ST. +tt+++f I t - CARLSBAD, CA. Documentation Author. .. ilding Permit fl =v6.01* ***+**+ Climate Zone ........... 07 Compliance Method...... MIC2OPASB v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KESR!ZSS Wth-CTZ07S92 Program-FORM C-2R User#-W1964 Uscr-aergy Consulting Group Run-STEGNER ADDITION Energy Use Standard Proposed Cowl iance ocBtu/sf -yr) Design Design Margin Space Heating .......... 2.00 1.36 0.52 Space Cooling .......... 2.09 2 -60 -0.51 Water Heating. a L/ - - 22.68 20.14 2.54 Total 26.65 24.10 2.55 *** Building camplies with Computer Perfonnance *** GENERA& Ir(lF0RMATION Conditioned Floor Area....- 918 sf Building Type........ ...... Building Fnmt Orienration. Front Facing 180 deg (S) Nuraber of Dwelling Units... 1 Number of Building Stories. 2 Single Family Detached Construction Type ......... Addition Alone Weather Data Type.. ........ ReducedYear Flqor Construction Type.... Number of Building Zones.. - Conditioned Vol Ume......... Slsib---Grade Area ......... Glazing Percentage ......... Average Glazing U-faczos.. . Average Glazing SHGC... .... Average Ceiling Height ..... Slab On Grade' 1 8928 cf 459 ef 21.9 k of floor area 0.43 Btuthr-af-F 0.4 9.7 ft BUILDING ZONE XNFORMATION Floor 9 a€ Vent Vent Air Area Volume Dwell CoM- Thermostat Height Area Leakage (sf) (cf) Units iticmed Type (ft) (8f) Credit - Zone Type - HOUSE Residence 918 8928 1.00 Yes Setback 8.0 Standard No MICROPAS6 6.01 File-KESHSTEX3 Wth-c~ZO7892 Program-FORM C-2R Usar#-MP1964 Uaer-Energy Consulting Group Run-STEGIWR ADDITION Area U- 1-1 Act Solas Form 3 Location/ Surface (sf) factor R-Val Ami Tilt Gaana Reference Comments HOUSE - New ----- 1 Wall 288 0.088 13 180 90 Yes W.13.2X4.16 2 Wall 342 0.088 13 270 90 Yes W.13.2X4.16 3 Wall 209 0.088 13 0 90 Yes W.13.2X4.16 4 Roof 459 0.051 19 n/a 0 Yes R.19.2X8.16 Orientat ion FBNBSTRATIOM SURPACFCS Area Is- Act Exterior Shade Interior Shade (Sf) factor a Pazm Tilt Type/SRGC Type/ SWGC HOUSE - New 1 Windarn Left (Wl 88.8 0.400 0.350 270 '90 StandamU0.76 Standard/0.68 2 Door Left (HI 34.8 0.550 0.650 270 90 Standard/0.76 Standard/O.68 3 Window Back (W) 79.0 0.408 0.350 0 90 Standard/O.76 Standard/0.68 OVXRHRMGS AWI SIDB PINS -indo- urban -Left F'iv -Right Fin- Surf ace {sf) Wdth Hgth Dpth Ught Ext Ext &xt Dpth Hght Ext Dpth Hght Area Le€? Rght HOUSE - New 1 Window 88.0 n/a 2 Door - 34.0 n/a 3 Window 79.0 n/a 5.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 2.0 0.5 a/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (6f) HOUSE Staqdard Slab 459 XVAC SYSTSMS Refrigerant Tested , ACCA Minimum Charge an3 Duct Duct Duct Manual Duct Eff Syatem Efficiency Airfiow Lacat ion R-value Leakage D Type HOUSE 0.780 AFUE n/a Attic R-4.2 No NO 0.809 0.779 Furnace NO No ACSpl i t 10.08 SBER No Attic R-4.2 MICROPAS6 k6-01 Pile-- Hth-CTZ07S92 Program-FORM C-2R Uscr#-MP1964 User-Energy Conaultinrg Group Run-STeGNBR ADDITION Number Tank External in Energy Size Inaulation Tank Type Heater Type Distriburion Type System Factor (gal) R-value 1 Storage Gas Stadad - 40 R- n/a - - -- - -- --- - -L ‘L~” - =n . ll--L? . ,uZ bLa=- Cu~tu~u~wn.. “M’fORY IYEASURBS CHECKLIST: ~SIDENTIAL Page 1 MF- 1R &- Project Title. . . . . . . . 8”BR ADDITION 2602 ABWnrt ST. CARLSBAD, 1%. Documentation Author ... Date,.06/30/04 19:03:56 Project Addreas.. . . . . . . e*.**** *.****e W6.01’ climate Zone- - -. . . . . -. . 07 Compliance Methad.. . . . . MICROPA86 ~6.01 for 2001 Standards by Entrcomp, Inc. - MICROPA96 V6.01 File-KESHSTHG Wth-CTB07S92 PrOgrm-FORM MF-LR Ueer#-MP1964 Ueer-Energy Consulting Grcup Run-GTEoNBR ADDITUIN Note: -rise zesidentiel buildings eubjeat to the Standards met contain these meaauree regardleso of the complliance approach. used. Iteme marked with an aeceriak (+) may be euperaeded by tmre etringent compliance requirelnente listed on the Certificate of Compliance. When this checklist AS incarporated into the peat documents, the features noted shall be coneidered by all parties 88 minimum coqonent porformsnce specification6 fox the mandatory meaaurep3 whether they are ehbwn elsewhere in the docutntmta of on thie checkliet only, 0UILDINQ EWELOPE HEASUREJ3 - Deeign- Enforce- er ment *150(a I Minimum R-19 ceiling ineulation. -- “150 c) : Miniuum R-13 wall insulation in wood framed wall@ or equivalent U-factor %in metal fram mlls (doee not apply to exterior mas8 valla). -- *150(d)i Minimum R-13 raised floor insulation in framed floors. 150(1) : Slab edge insu;lacian water abeorptiort rate no greater than o.Jk, water vawr transmiasion rate no greater than 2.0 150 {A : bse fill insulation manufacturer’ e arbel& R-value. -- - pezlnlinoh. -_111 118 : Insulation speclf ietl or installed met8 irieulation quality standardo. Indicate type and form. -- 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exf iltration controls 1. Doara and windows between conditioned and unconditioned apace8 deelgned to list air leaka e. 2 label with certffied U-factor, certified Psolar Heat Gain Coefficient (SHQC), and infiltration certification. 3. Exterior doam and windows ieuatheratripptxi; all joints and penetrations caulked and oealed. 150(g): Vapor barriees mandatory in Cliraate Zones 14 aad 16 15Otf): Special infiltration barrier installed to comply with ZSO(e): Installation of Fireplaces, Decorutfve Gas Appliances Fenemeration produccs (except f iel 1 fabricated) have -- -- only e See- 151 nreete Comnission quality standards. -- and Gas Loge 1. Masonry and factory-built fizeplacee have: a. Closeable metal or glees door b. Clueside air intake with damper and con1:rol c. Flue damper and control 2. No continuws burning gae pilots allowed. I MICROPAS6 v6.01 File-tCGSHSTBG tkh-cTz07S92 Program-FORM MP-1R I Usert-MP1964 CTser-gnergy Consulting Group Run-STEGNER ADDITION SPACE CONDITfONfNG, WATER 'IfsATSNG AND PLUMBING SYSTEM MEASURES Deeign- Enforce- er ment 110-113: HVAC equipment, water heaters. showerheads and -- faucet~ certified by the Coffmie~ion. with ASHRAE, SWU!?ilA or ACCA. 150 (h) : Heating azid/or cooliq loa& calculated in accordance 150 (i) : Setback thermostat OF, all applicable heating and/or -- -- cooling systenm. 1. Storage gas water heaters raced with an Znerg3 Factor leee than 0.58 mat: be externally: wrapped wit@ insulation having an installed thermal zesistance of R-I2 or greater. 2. Firat 5 feet of pipeg closest: to water heater I tank, non- recirculating systems, insulated (R-4 or greater) e 3. Back-u tanks for solax- system, unfired storage tanlee, or other %direct hot waeer tanks have R-12 extern1 insulation or R-16 combined fn~e~a1Pextennal'insula~ion. 4. All buried or exposed piping iwulat@d in recirculating sectione of hot water system. 5, Cooling system pipi- below 55 degrees irrsulated. 6. Piping insulated between heating BOUXC~ and iridireert hot water tank. 150 (j 1 : Pipe ahd Tank insulation *150(m) : Ducts and Fans __I_- -- 1. All ducts and plenums imtalled, sealed and in- aulated, to meet =he requirements of the 1998 CMC sectona 601, 603, and 604, and standard 6-3; dueb insulated to a minimum installed level of R-4.2 or enclsaed entirely in conditioned space. wings shall be sealed with maetic, tape, aerosol sealant, 6r other mct-cloeure eyetem that meets the applicable requirement6 &of UL181, ULlBlA, or UL181B. Zf maacic or tap is used to seal openings greater than 1/4 inch, the combiaatioa of rPd8tiC and either mesh or tape ehall be used. Building cavities shall not be ueed for conveying conditioned air. Joints and seame of duct Bysteras and their components shall not be sealed with cloth back n&ber abdheeive duct tapes unlese such tape is used in combination with mastic and drawbands. 2. Exhaust fan eyetems have backdraft or automatic dampere. 3. Gravity ventilating system semirag conditioned space have either automatic or readily accessible, manually operated dampers. - 114: Pool and Beating System and Equipment awitcf;, weatherproof operating instructions, no electric rcsietance heatkg and no pilor light. a. At least 36 inches of pipe between filter and heater b. Cover for outdoor pooh or outdoor spas. I. System is certified wish 78% thermal efficiency, on-off 2. System is installeci wlthr for future solar heating. 3. Pool eystem has directional inlets and a circulation pump the switch. -c.Lh- 115: Gas-fired central furnaces, pool heaters, spa heatere or household cooking appliancoe ha-se no continuously burning I MICROPAS6 v6.01 File-KESWTlZG Wth-cTZo7S92 Program-FORM MF-1R User#-MP1964 User-Znergy Consulting Group Run-STEGNER ADDITION pilot light: (Exception: Non-electrical cooking appliances with pilot 4 150 Btu/hr). -__I LI(QETrn MEASURES Design- Enforce- er- ment 150 (k) 1 : Luminaires for general lighting in kitchens ehall have lamps with an efficacy of 40 3umens/watt for general lightinG in kitchens. This general lighting shall be controlled by a switch on a readily accessi5l.e lighting control panel at: a!z entrance to the kitchen. 150(k)2: Room with a shower or batbtilb must have,either at least one luminaire with lamps with an efficacy of 40 lurctene/watt or greater switched at the entrance to the roam or one of the alcematives to this requirement allowed in Sec. xSo(k)Z.i and seceaaed ceiling fixtura are IC (ineulatior- cover) approved. greater City of Carlsbad \I &bn 1635 Faraday Av Carlsbad, CA 92008 07-29-2004 Plan Check Revision Permit No: PCR04086 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: 2152900600 Lot #: 0 Applied: 06/04/2004 Valuation: $0.00 Construction Type: NEW Entered By: SB Reference #: CB031608 Plan Approved: 07/29/2004 Issued: 07/29/2004 Project Title: STEGNER RES REV PARTIONS Inspect Area: 2606 ABEDUL ST CBAD MSTR BTH AND PORCH DETAIL Ap p I ica n t : C/O KATHRYN EEHN 2606 ABEDUL ST CARLSBAD CA 92009 STEGNER TRUST W 11-29-84 Owner: C/O KATHRYN EEHN 2606 ABEDUL ST CARLSBAD CA 92009 STEGNER TRUST W 11-29-84 Plan Check Revision Fee Additional Fees $60.00 $0.00 Total Fees: $60.00 Total Payments To Date: $0.00 Balance Due: $60.00 7598 07/29/04 0002 (11. 02 CGP I FINAL APPROVAL I 32 xactions hereafle&&@$C!ty d to protest imposition the protest and any o timely follow that proc feeslexactions. If you protest them, you must ired information with the City Manager for I bar any subsequent legal action to attack, 60 " !30 , PERMIT APPLICATION 1 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE PLAN CHECK NO. EST. VAL. this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Name Address city Statelzip Telephone # 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, commending with Section 7000 of Division 3 of the Business and Professions Code1 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 [$5001). Name Address State License # License Class City Business License # Designer Name Address City Statelzip Telephone city State/Zip Telephone # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$IO01 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (5100.000t. in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 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 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 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). 0 1. 2. 3. 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type Business and Professions Code for this reason: program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO LENDER'S NAME ove information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit) of Carlsbad to enter upon the above mentioned property for inspection purposes. SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENS Y WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit IS requir EXPIRATION: Every permit iss authorized by such permit is not t any time after the work IS co 5'0" deep and demolition or construction of structures over 3 stories in height. under the provisions of this Code shall expire by limitation and become null and void If the building or work s from the date of such permit or if the building or work authonzed by such permit is suspended or abandoned ction 106.4 4 Uniform Building Code) SIGNATURE DATE EsGil Corporation In Partnerstiip with Cjovernment for OuiGfing Sufety DATE: 07/ 14/04 JURISDICTION: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: PCR04-OS6.rcl (03-1608) SET: I1 0 FILE PROJECT ADDRESS: 2606 Abedul Street PROJECT NAME: Plan Changes for Stegner Residence w 0 0 0 0 0 w 0 IXI 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: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Previously approved City sets sent back. Mail Telephone Fax In Person By: RayFuller Esgil Corporation Enclosures: 0 GA MB 0 EJ PC (P) 07/07/04 trnsrntldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 I EsGil Corporation In partnership with Government for Building Safety DATE: 06, 04 JURIS Dl CTl ON : Carlsbad PLAN CHECK NO.: PCRO4-086 (03-1608) SET: I 0 FILE PROJECT ADDRESS: 2606 Abedul Street PROJECT NAME: Plan Changes for Stegner Residence 0 Iz 0 1sI 0 IXI 0 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: Robert Yanni 1333 Phillips Street Vista, Ca.92084 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: Robert Yanni (4.H) Date contacted:b fl (s OV(by: v= ) REMARKS: Telephone #: (760) 801 -1 346 Fax #: Mail /Telephone Fax In Person By: RayFuller Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 06/08/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I Carlsbad PCRO4-086 (03-1608) 06/ 15/04 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PCR04-086 (03-1608) JURISDICTION: Carlsbad PROJECT ADDRESS: 2606 Abedul Street I FLOOR AREA: Addition 9 18 Decks 640 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/11/03 STORIES: 2 HEIGHT: 18 ft per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/08/04 DATE INITIAL PLAN REVIEW COMPLETED: 06/ 15/04 PLAN REVIEWER: Ray Fuller 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 the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). 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. 106.4.3, 1997 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, Le., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. I Carlsbad PCRO4-086 (03-1608) 06/ 15/04 PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. I. Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also. 2. What is the head room above the sink under the stairs? 3. Side elevation on sheet 2 has deleted the spiral staircase but it is still shown on floor plan of sheet 3 and upper deck plan? If stairs and deck being deleted then would need to remove from all sheets. If deck is to remain and spiral removed then how will this area be accessed? 4. The plans are reflecting a 3040 sliders and new partitions. The 2nd floor partition needs to be shown how it is to be laterally restrained i.e. a 4 x post from sill plate to bottom of rafters at end of the wall. 5. Specify the use of the room at the top of stairs. Minimum requirement for ventilation is 5 sq ft and a 3040 slider only provides 4.8 sq ft of openable window. Options could be a 4040 or casement window for example. 6. The elevations and structural did not address the enlarged openings from 2040 to 3040 or larger if applicable to meet minimum light and ventilation. Structural sheets /calculations to reflect new header length and reduced shear wall length. 7. Energy calculations to address added fenestration from both window. 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. A Carlsbad PCR04-OS6 (03- 1608) ' 06j15/04 VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: PCR04-OS6 (03-1608) DATE: 06/ 15/04 J U RI SD I CTI ON: Carlsbad PREPARED BY: Ray Fuller BUILDING ADDRESS: 2606 Abedul Street BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN Valuation Reg. VALUE ($) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code I CB By Ordinance Bldg. Permit Fee by Ordinance I 'I 1 I Plan Check Fee by Ordinance TI Type of Review: 0 Repetitive Fee ~;l Repeats 0 Complete Review 0 Structural Only Other ,-, Hourly I 0.51 Hour* J I $60.001 I I Esgil Plan Review Fee I $48.00 I Based on hourly rate Comments: Sheet 1 of 1 rnacvalue.doc Floor Line 1 P= Fw= Fs= 3.57 a= 29.00 b= 16.00 L=4+4= 8.00 A=a*b= 464 .OO V=F*A/2= 828.24 V=Vr+Sm. v= 2,767.76 VASD=E=pEh/l.4= 1,976.97 v=VASD /L= 247.12 plf ***** -- ------- 1.00 0.00 0.00 0.00 0.00 v Line 2 P= 1.00 Fw= Fs= 3.51 8.35 a= 29.00 13.00 b= 16.00 20.00 L= 15.00 A=a*b= 464.00 260.00 0.00 V=F* A/ 2 = 828.24 1,085.50 0.00 V=Vr+Sum. v= 3,853.26 VASD=E=pEh/l.4= 2,752.33 v=VASD /L= 183.49 plf --------- Fw= Fs= a= P= 3.57 29.00 1-00 r 464.00 0.00 0.00 V=F* A/ 2 = 828.24 0.00 0.00 A=a*b= V=Vr+Sum. v= 2,767.76 VASD=E=pEh/l. 4= 1,976.97 v=V /1.4L= \gq,Lm7 Plf - - - - - - - - - Line 4 P= 1.00 Fw= Fs= 3.57 3.57 a= 29.00 40.00 b= 8.00 29.00 I!= 16.00 232.00 1,160.00 0.00 V=F*A/2= 414.12 2,070.60 0.00 A=a*b= V=Vr+Sum.v= 9,273.04 VASD=E=pEh/l. 4= 6,623.60 v=VASD /L= 413.98 plf -_--_---- v v \1oj Check uplift Floor Line 1 1= H= w= ****************** V= OTM=v* H * 1= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= Floor Floor D.L. Roof Roof D.L. 4.00 4.00 4.00 8.00 6.00 17.00 15.00 15.00 73.95 173.17 14,141.96 11,775.56 0.00 648.00 1,836.00 0.00 0.00 0.00 2,484.00 0.00 F= (OTM-RM) / 1= Line 2 1= H= W= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= V= 15.00 8.00 8.00 183.49 22,018.63 6,480.00 0.00 6,480.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 F= (OTM-RM) /1= lb L( HO 6.00 10.00 37S-a 675.00 0.00 7 17 A H= W= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM,w=W*H*1*1/2*2/3= RM= 3 F5 8.00 15.00 \q /L+z-37 m 2.0 1,350.00 0.00 0.00 0.00 0.00 0.00 0.00 Line 4 1= H= w= V= OTM=v*H*l= RM,s=W*H*1*1/2*.9= RM, w=W* H* 1 * 1 / 2 * 2 / 3= RM= 16.00 8.00 16.00 16.00 17.00 4.00 8.00 19-00 303.05 82,429.60 0.00 15,667.20 8,755.20 0.00 0.00 110.93 96,628.64 0.00 0.00 24,422.40 F=(OTM-RM) /1= ... CBRTIPICATE OF COMPLIANCB; RESIDENTIAL Page 1 CF-1R PsojeCt Title.. ........ S-R ADDITION .OG/30/04 19:33:E7 Project Address........ 2602 ABEDUL STT. ****e+* CARLSBRD, CA. W6'. 0 1 * Documentation Author.. . +tff*C* 1 1 ate Plan Check / D Climate Zone...... ..... 07 Compliance Method. *. . #1C!'ROPAS6 v6.03. for 2001 Standards by EnercOpIp, Inc. 1 MICROPAS6 v6.01 File-KSSHSTEOG Wi;h-CTZ07S92 Pzogram-FORM CF-1R Vser#-MP1964 User-Energy Oozieclting Group Run-S"ER ADDITION GE"& UWOSMATION ._ Conditioned Floor Area. ... 918 sf Building Type.............* Siqle Family Detached ConstructioD Type ......... Addition Alae Building Front Orientation. -Front Facing 180 deg (SI Number of Dwelling Units ... 1 Number of Stories .......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage.. ....... 21.9 % of floor area Averwe Glazing U-facto-. .. 0.43 Btu/hr-sf-F Average Glazing SiGC ....... 0.4 Average Ceiling ,Eeighc. .... 9 . 7 ft BUILDILbJG SHGU INSULATION Component Frame Cavity Sheathing Total Type Type R-value R-value R-value . ._ ~- - - ~ Wall wood R- 13 R-0 R- 13 Roof Wood R- 19 it-0 R- 19 ?!mESrnTION Aaaembly U-factor Location/Comments ~~ __ 0.088 0.051 Over- Area iJ- Interior Exterior hang/ Orientat ion (sf) Factor SHGC Shading Shading Fin8 Window Left (W) 88.0 0.400 0.350 Standard Standard Yes Door Left (W) 34.0 0.550 0,650 Standaxd Standard Yes Window Back (N) 79.0 0.400 0.350 Standard Standard Yes - SLAB SURFACES Area Slab Type (8f f Stmdard Slab 459 CERTIFICATE OF OOMPLLAWCE : RESIDENTIAL Page 2 CF-1R K 4 MICROPAS6 v6 - Q1 Fibe-XESHSTSZ Wth-CTZO7S92 Program-FORM CP-1R Uaer#-MP1964 User-Energy Consulting Group 2un-STEGPfER ADDITION :mc SYSrnS Refrigerant Equipment Minimum Chamed Duct Duct Type Efficiency Airflow Location R-value Furnace ACSplit Tank Type 0.780 A?UE 10.00 BERR Weater Type Storage ~~~ ~~~ ala Attic R-4.2 No Attic R-4.2 wAI%R HEATfNG SYSTEMS Teeted ACCA Leakage D Duct lvlanwl NO No No No Number in Distribution Type System Tank Energy Size Factor (gal) Standard - 1 58 40 REMARKS Thermostat Type Setback Setback External Insulation R-value R- n/a CERTIFICATE OF CbMPLIAIJCE: RESIDESTIAL Page 3 CF-1R Prodect Title.. . . . . -. . - -,ITIOH Date. .06/30/04 19~33 :57 ~____ ~ - MICROPAS6 v6.01 Pile-KESHSTEG lhh-CTZ07S92 Program-FORM CF-1R UeerlC-Wl964 User-Energy Consultting Group Run-STEQVER ADDITION COMPLIANCE STA- This certificate of compliance lists the building features and performance specifications needed to coml~>ly with Title-24, Parts 1 and 6 of the California code or' Regulations, and the administrative replatione to implement them. This certificate ha bees signed by the individual with overall design responsibility. Whea this certificate of compliance is submitted for a eingle buildirzg plan to be built in multiple orientations, any ehading feature that ie varied is indicated in the Special Features Modeling Aseuaiptions section. DESIGBER Or OWNER DOCUHEWATTON AUTHOR Name.. . . Title.. . Agency. . Phone.. . Signed.. (date I COMPWBR MGTKOD SUMMARY Page 1 C- 2R Project TitXe. - - - - - - - - - S-R AISITICXS Date. .06/30/04-19:33 :S7 Project Address.. ...... 2602 ABEDUL ST. +tt+++f I t - CARLSBAD, CA. Documentation Author. .. ilding Permit fl =v6.01* ***+**+ Climate Zone ........... 07 Compliance Method...... MIC2OPASB v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KESR!ZSS Wth-CTZ07S92 Program-FORM C-2R User#-W1964 Uscr-aergy Consulting Group Run-STEGNER ADDITION Energy Use Standard Proposed Cowl iance ocBtu/sf -yr) Design Design Margin Space Heating .......... 2.00 1.36 0.52 Space Cooling .......... 2.09 2 -60 -0.51 Water Heating. a L/ - - 22.68 20.14 2.54 Total 26.65 24.10 2.55 *** Building camplies with Computer Perfonnance *** GENERA& Ir(lF0RMATION Conditioned Floor Area....- 918 sf Building Type........ ...... Building Fnmt Orienration. Front Facing 180 deg (S) Nuraber of Dwelling Units... 1 Number of Building Stories. 2 Single Family Detached Construction Type ......... Addition Alone Weather Data Type.. ........ ReducedYear Flqor Construction Type.... Number of Building Zones.. - Conditioned Vol Ume......... Slsib---Grade Area ......... Glazing Percentage ......... Average Glazing U-faczos.. . Average Glazing SHGC... .... Average Ceiling Height ..... Slab On Grade' 1 8928 cf 459 ef 21.9 k of floor area 0.43 Btuthr-af-F 0.4 9.7 ft BUILDING ZONE XNFORMATION Floor 9 a€ Vent Vent Air Area Volume Dwell CoM- Thermostat Height Area Leakage (sf) (cf) Units iticmed Type (ft) (8f) Credit - Zone Type - HOUSE Residence 918 8928 1.00 Yes Setback 8.0 Standard No MICROPAS6 6.01 File-KESHSTEX3 Wth-c~ZO7892 Program-FORM C-2R Usar#-MP1964 Uaer-Energy Consulting Group Run-STEGIWR ADDITION Area U- 1-1 Act Solas Form 3 Location/ Surface (sf) factor R-Val Ami Tilt Gaana Reference Comments HOUSE - New ----- 1 Wall 288 0.088 13 180 90 Yes W.13.2X4.16 2 Wall 342 0.088 13 270 90 Yes W.13.2X4.16 3 Wall 209 0.088 13 0 90 Yes W.13.2X4.16 4 Roof 459 0.051 19 n/a 0 Yes R.19.2X8.16 Orientat ion FBNBSTRATIOM SURPACFCS Area Is- Act Exterior Shade Interior Shade (Sf) factor a Pazm Tilt Type/SRGC Type/ SWGC HOUSE - New 1 Windarn Left (Wl 88.8 0.400 0.350 270 '90 StandamU0.76 Standard/0.68 2 Door Left (HI 34.8 0.550 0.650 270 90 Standard/0.76 Standard/O.68 3 Window Back (W) 79.0 0.408 0.350 0 90 Standard/O.76 Standard/0.68 OVXRHRMGS AWI SIDB PINS -indo- urban -Left F'iv -Right Fin- Surf ace {sf) Wdth Hgth Dpth Ught Ext Ext &xt Dpth Hght Ext Dpth Hght Area Le€? Rght HOUSE - New 1 Window 88.0 n/a 2 Door - 34.0 n/a 3 Window 79.0 n/a 5.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 2.0 0.5 a/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (6f) HOUSE Staqdard Slab 459 XVAC SYSTSMS Refrigerant Tested , ACCA Minimum Charge an3 Duct Duct Duct Manual Duct Eff Syatem Efficiency Airfiow Lacat ion R-value Leakage D Type HOUSE 0.780 AFUE n/a Attic R-4.2 No NO 0.809 0.779 Furnace NO No ACSpl i t 10.08 SBER No Attic R-4.2 MICROPAS6 k6-01 Pile-- Hth-CTZ07S92 Program-FORM C-2R Uscr#-MP1964 User-Energy Conaultinrg Group Run-STeGNBR ADDITION Number Tank External in Energy Size Inaulation Tank Type Heater Type Distriburion Type System Factor (gal) R-value 1 Storage Gas Stadad - 40 R- n/a - - -- - -- --- - -L ‘L~” - =n . ll--L? . ,uZ bLa=- Cu~tu~u~wn.. “M’fORY IYEASURBS CHECKLIST: ~SIDENTIAL Page 1 MF- 1R &- Project Title. . . . . . . . 8”BR ADDITION 2602 ABWnrt ST. CARLSBAD, 1%. Documentation Author ... Date,.06/30/04 19:03:56 Project Addreas.. . . . . . . e*.**** *.****e W6.01’ climate Zone- - -. . . . . -. . 07 Compliance Methad.. . . . . MICROPA86 ~6.01 for 2001 Standards by Entrcomp, Inc. - MICROPA96 V6.01 File-KESHSTHG Wth-CTB07S92 PrOgrm-FORM MF-LR Ueer#-MP1964 Ueer-Energy Consulting Grcup Run-GTEoNBR ADDITUIN Note: -rise zesidentiel buildings eubjeat to the Standards met contain these meaauree regardleso of the complliance approach. used. Iteme marked with an aeceriak (+) may be euperaeded by tmre etringent compliance requirelnente listed on the Certificate of Compliance. When this checklist AS incarporated into the peat documents, the features noted shall be coneidered by all parties 88 minimum coqonent porformsnce specification6 fox the mandatory meaaurep3 whether they are ehbwn elsewhere in the docutntmta of on thie checkliet only, 0UILDINQ EWELOPE HEASUREJ3 - Deeign- Enforce- er ment *150(a I Minimum R-19 ceiling ineulation. -- “150 c) : Miniuum R-13 wall insulation in wood framed wall@ or equivalent U-factor %in metal fram mlls (doee not apply to exterior mas8 valla). -- *150(d)i Minimum R-13 raised floor insulation in framed floors. 150(1) : Slab edge insu;lacian water abeorptiort rate no greater than o.Jk, water vawr transmiasion rate no greater than 2.0 150 {A : bse fill insulation manufacturer’ e arbel& R-value. -- - pezlnlinoh. -_111 118 : Insulation speclf ietl or installed met8 irieulation quality standardo. Indicate type and form. -- 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exf iltration controls 1. Doara and windows between conditioned and unconditioned apace8 deelgned to list air leaka e. 2 label with certffied U-factor, certified Psolar Heat Gain Coefficient (SHQC), and infiltration certification. 3. Exterior doam and windows ieuatheratripptxi; all joints and penetrations caulked and oealed. 150(g): Vapor barriees mandatory in Cliraate Zones 14 aad 16 15Otf): Special infiltration barrier installed to comply with ZSO(e): Installation of Fireplaces, Decorutfve Gas Appliances Fenemeration produccs (except f iel 1 fabricated) have -- -- only e See- 151 nreete Comnission quality standards. -- and Gas Loge 1. Masonry and factory-built fizeplacee have: a. Closeable metal or glees door b. Clueside air intake with damper and con1:rol c. Flue damper and control 2. No continuws burning gae pilots allowed. I MICROPAS6 v6.01 File-tCGSHSTBG tkh-cTz07S92 Program-FORM MP-1R I Usert-MP1964 CTser-gnergy Consulting Group Run-STEGNER ADDITION SPACE CONDITfONfNG, WATER 'IfsATSNG AND PLUMBING SYSTEM MEASURES Deeign- Enforce- er ment 110-113: HVAC equipment, water heaters. showerheads and -- faucet~ certified by the Coffmie~ion. with ASHRAE, SWU!?ilA or ACCA. 150 (h) : Heating azid/or cooliq loa& calculated in accordance 150 (i) : Setback thermostat OF, all applicable heating and/or -- -- cooling systenm. 1. Storage gas water heaters raced with an Znerg3 Factor leee than 0.58 mat: be externally: wrapped wit@ insulation having an installed thermal zesistance of R-I2 or greater. 2. Firat 5 feet of pipeg closest: to water heater I tank, non- recirculating systems, insulated (R-4 or greater) e 3. Back-u tanks for solax- system, unfired storage tanlee, or other %direct hot waeer tanks have R-12 extern1 insulation or R-16 combined fn~e~a1Pextennal'insula~ion. 4. All buried or exposed piping iwulat@d in recirculating sectione of hot water system. 5, Cooling system pipi- below 55 degrees irrsulated. 6. Piping insulated between heating BOUXC~ and iridireert hot water tank. 150 (j 1 : Pipe ahd Tank insulation *150(m) : Ducts and Fans __I_- -- 1. All ducts and plenums imtalled, sealed and in- aulated, to meet =he requirements of the 1998 CMC sectona 601, 603, and 604, and standard 6-3; dueb insulated to a minimum installed level of R-4.2 or enclsaed entirely in conditioned space. wings shall be sealed with maetic, tape, aerosol sealant, 6r other mct-cloeure eyetem that meets the applicable requirement6 &of UL181, ULlBlA, or UL181B. Zf maacic or tap is used to seal openings greater than 1/4 inch, the combiaatioa of rPd8tiC and either mesh or tape ehall be used. Building cavities shall not be ueed for conveying conditioned air. Joints and seame of duct Bysteras and their components shall not be sealed with cloth back n&ber abdheeive duct tapes unlese such tape is used in combination with mastic and drawbands. 2. Exhaust fan eyetems have backdraft or automatic dampere. 3. Gravity ventilating system semirag conditioned space have either automatic or readily accessible, manually operated dampers. - 114: Pool and Beating System and Equipment awitcf;, weatherproof operating instructions, no electric rcsietance heatkg and no pilor light. a. At least 36 inches of pipe between filter and heater b. Cover for outdoor pooh or outdoor spas. I. System is certified wish 78% thermal efficiency, on-off 2. System is installeci wlthr for future solar heating. 3. Pool eystem has directional inlets and a circulation pump the switch. -c.Lh- 115: Gas-fired central furnaces, pool heaters, spa heatere or household cooking appliancoe ha-se no continuously burning I MICROPAS6 v6.01 File-KESWTlZG Wth-cTZo7S92 Program-FORM MF-1R User#-MP1964 User-Znergy Consulting Group Run-STEGNER ADDITION pilot light: (Exception: Non-electrical cooking appliances with pilot 4 150 Btu/hr). -__I LI(QETrn MEASURES Design- Enforce- er- ment 150 (k) 1 : Luminaires for general lighting in kitchens ehall have lamps with an efficacy of 40 3umens/watt for general lightinG in kitchens. This general lighting shall be controlled by a switch on a readily accessi5l.e lighting control panel at: a!z entrance to the kitchen. 150(k)2: Room with a shower or batbtilb must have,either at least one luminaire with lamps with an efficacy of 40 lurctene/watt or greater switched at the entrance to the roam or one of the alcematives to this requirement allowed in Sec. xSo(k)Z.i and seceaaed ceiling fixtura are IC (ineulatior- cover) approved. greater