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Home My WebLink About2827 ELMWOOD ST; ; CB031461; Structural Calculations02-19-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB031461 Building Inspection Request Line (760) 602-2725 2827 ELMWOOD ST CBAD RESDNTL 1562313000 $493.571.00 1 Sub Type: SFDR Lot #: 0 Construction Type: VN Reference #: Structure Type: SFD Bathrooms: 4 YARUSH RES-DEMO EXIST 895 SF, NEW 5424 SF.1020 SF GAR.206SF DECKS Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 05/20/2003 RMA 02/19/2004 02/19/2004 Applicant: ROBERT SOTO STE 108-A 300 CARLSBAD VILLAGE DR 92008 760268-1156 Owner: YARUSH JOHN IV&EMILY 2827 ELMWOOD ST CARLSBAD CA 92008 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 Reel. Water Con. Fee $1,760.08 Meter Size $0.00 Add'l Reel. Water Con. Fee $1,144.05 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $49.36 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax {CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee Housing Credit Fee $0.00 Master Drainage Fee $0.00 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 $188.00 $60.00 $72.00 $0.00 $0.00 $0.00 $495.99 $0.00 $0.00 $3,769.48 Total Fees: $3,769.48 Total Payments To Date: $1,067.98 Balance Due: $2,701.50 5679 02/19/04 0002 01 02 "7701-50 BUJfcDING PLANS IN STORAGE ATTACHED 1T APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 iflOM FOR OFFICE USE ONLY PLAN CHECK NO.Q&fl/'V ^/ EST. VAL.. Plan Ck. Deposit s\ Validated By ILJ(J^^ Date ~T/%fi/ #3 Address (include Bldg/Suite usiness Name (at this address) Legal Description # of units Slate/Zip Telephone ft Fax #Name Address - APPUCANT ,—PJ Contractor -,- Q Agent for Contractor '••' ;Q;Qwrter City c State/Zip Telephone Name Address City State/Zip Telephone # M COMPANY ffiVMl (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>tft Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged tior^f^ection 7031 ./by any applicant for a ofirmit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name State License # Address License Class City State/Zip City Business License # elephone Address CityDesigner Name State License # 6. WORKERS' COMPENSATION /:-' '.. -V - ' .ii.i'^'-rv:!::;...::,:::::^-..^^^^:^!^ ;.:r'^:iT!!=!.!B::: Workers'" Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: State/Zip Telephone 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 of theju*ofK for which this permit is issued. I have and will maintain workers' comp issued. My worker's compen^lDon jpsur. Insurance Company .tion, fs required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ber are: Policy ^ V''*^ r 'r,ration Date (THIS SECTION NEED NOf BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) / "7 <~~ ~7 % <—'•CT^ly'") // /-/- _ / /\-J /(_?<—^ <—? ^-'/ * *L] 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 anylrianner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure tojfQute workaw^pompensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (MJffl/nflf^nndfflrmBTn Jiitjrfi cost of compensation, damages as provided for in Section 3706 of the Laborcode, interest and attorney's fees. 7. OWNER-BUILDER DECLARATION == • = ' • • ••>'• . •;•:.:"—x-v!'V;..: : = ,=';; /::;• •.=•;.'. '-;;;: '/•.._ • : = ;...- .>::>••<••>••• ;-•••-, • •• •:;• -.,=,"«••. . • I hereby affirm that I am exempt from the Contractor's License Law for the following reason: n 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). [~1 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 contractors) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. 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 number / contractors license number): 5. 1 will provide some of the work, but 1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR AWV-ffFS/DE/vr/>U BUILDING PERMITS ONLY jjFM'S^f > : r H ! • '•'• '•*•'' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES d NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES D 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. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that thersj^i a construction lending LENDER'S NAME 19; ency Jpr the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S ADDRESS__ APPUCAN^ CERTIFICATION ; 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 CitV 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 U»a building Official under the provisions of this Code shall expire by limitation and become null and void it the building or work authorized by such permit is not corrjp%j«Bd v^thin^b dawfrom the dale of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comrn APPLICANT'S SIGNATURE jection 106.4.4 Uniform Building Code). DATE WHITE: File YELLOW: Applicant PINK: Finance City if Carlsbad Final Building Inspection •HW™/ 1-tJS-OS^ ^ X^TT^X ok-***-1'^ ••**•"Dept: Building tngijfeerjpg Plamirng CMWD Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected By: Inspected By: Inspected By: \ / CB03146A YARUSH RES-DEMO EXIST 895 SF, NEW 5424 SF.1020 SF GAR.206SF DECKS 2827 ELMWOOD ST Phone: CA Water Dist: CA Date Inspected: Date Inspected: Date Inspected: t£«_ StLite Fire Date: Permit Type: Sub Type: Lot: 0 Approved: Approved: Approved: 01/25/2005 RESDNTL SFDR Disapproved: Disapproved: Disapproved: Comments: GltyifCirtstil Final Building Inspection Dept: Building Plan Check f: PermH#: Project Name: CB031461 YARUSH RES-DEMO EXIST 895 SF, NEW 5424 SF.1020 SF GAR,206SF DECKS Planning CMWD St Lite Fire Date: Permit Type: RESDNTL Sub Type: SFDR Address: Contact Person: Sewer Dlst: Inspected s* By: 4s' J Inspected Bv: Inspected Bv: 2827 ELMWOOD ST Phone: CA Water Dist: CA .x? Date <Ss Inspected: / - 2 , Date Inspected: Date Inspected: Lot: 0 *— * ^Approved: *~~ Approved: Approved: "^ Disapproved: Disapproved: Disapproved: Comments: Inspection List Permit*: CB031461 Type: RESDNTL SFDR YARUSH RES-DEMO EXIST 895 SF, NEW 5424 SF,1020 SF GAR.206SF DECKS Date Inspection Item Inspector Act Comments 01/31/2005 89 01/31/2005 89 01/28/2005 89 01/28/2005 89 01/27/2005 89 01/27/2005 89 10/12/2004 18 10/12/2004 23 10/08/2004 11 10/08/2004 14 10/08/2004 17 10/08/2004 18 10/06/2004 11 10/06/2004 17 10/06/2004 18 09/30/2004 16 09/30/2004 84 09/27/2004 14 09/27/2004 18 09/27/2004 24 09/27/2004 34 09/27/2004 44 09/20/2004 13 09/16/2004 13 09/16/2004 15 09/15/2004 83 09/14/2004 83 08/20/2004 15 04/19/2004 21 04/19/2004 24 04/08/2004 32 04/08/2004 39 03/29/2004 11 03/26/2004 22 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Exterior Lath/Drywall Gas/Test/Repairs Ftg/Foundation/Piers Frame/Steel/Bolting/Weld in Interior Lath/Drywall Exterior Lath/Drywall Ftg/Foundation/Piers Interior Lath/Drywall Exterior Lath/Drywall Insulation Rough Combo Frame/Steel/Bolting/Weld in Exterior Lath/Drywall Rough/Topout Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Shear Panels/HD's Roof/Re roof Roof Sheathing/Ext Shear Roof Sheathing/Ext Shear Roof/Reroof Underground/Under Floor Rough/Topout Const. Service/Agricultural Final Electrical Ftg/Foundation/Piers Sewer/Water Service PY - - PY - PY PD PD PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY AP Rl Rl CO Rl CO SEE NOTICE ATTACHED AP AP AP POST FOOTING AP AP NR CO CO CO AP AP PA OK TO INSULATE-SEE ATTACHED NOTICE we AP AP AP AP NR AP CO NS CO NEED PLANS REVISED AP UNDER FLOOR PLUMBING - SEE NOTICE ATTCH. we PA TPBB we PA AP Tuesday, February 01,2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 01/31/2005 Perrnit# CB031461 Title: YARUSH RES-DEMO EXIST 895 SF, Description: NEW 5424 SF.1020 SF GAR,206SF DECKS Inspector Assignment: PY 2827 ELMWOODST Lot 0 Type: RESDNTL Job Address: Suite: Location: OWNER YARUSH JOHN IV&EMILY Owner: YARUSH JOHN IV&EMILY Remarks: Sub Type: SFDR Phone: 7604731661 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: HOMEOWNER Entered By: CHRISTINE Act Comment Associated PCRs/CVs CLOSED O- EXP BE LICENSE #1210265; UNFOUND Z-HABITATED RV ON LOT; WITH DEMO OF HOUSE YARUSH RES-SITE PLAN REVISION; TO PLNG&ENG TO VERIFY ORIG GRADE&BLD YARUSH RES REV FLOOR PLAN ; REDUCE BY 700 SF CV030623 CV040111 PCR04082 ISSUED PCR04139 ISSUED Inspection History Date Description Act 01/27/2005 89 Final Combo CO 10/12/2004 18 Exterior Lath/Drywall AP 10/12/2004 23 Gas/Test/Repairs AP 10/08/2004 11 Ftg/Foundation/Piers AP 10/08/2004 14 Frame/Steel/Bolting/Welding AP 10/08/2004 17 Interior Lath/Drywall AP 10/08/2004 18 Exterior Lath/Drywall NR 10/06/2004 11 Ftg/Foundation/Piers CO 10/06/2004 17 Interior Lath/Drywall CO 10/06/2004 18 Exterior Lath/Drywall CO 09/30/2004 16 Insulation AP 09/30/2004 84 Rough Combo AP 09/27/2004 14 Frame/Steel/Bolting/Wolding PA Insp Comments PY SEE NOTICE ATTACHED PD PD PY POST FOOTING PY PY PY PY PY PY PY PY PY OK TO INSULATE-SEE ATTACHED NOTICE City of Carlsbad Bldg Inspection Request For: 01/27/2005 Permit* CB031461 Title: YARUSH RES-DEMO EXIST 895 SF, Description: NEW 5424 SF,1020 SF GAR,206SF DECKS Inspector Assignment: PY 2827 ELMWOOD ST Lot 0 Type: RESDNTL Job Address: Suite: Location: OWNER YARUSH JOHN IV&EMILY Owner: YARUSH JOHN IV&EMILY Remarks: Sub Type: SFDR Phone: 7604731661 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: NA Entered By: CHRISTINE Act Comment Associated PCRs/CVs CV030623 CLOSED O- EXP BE LICENSE #1210265; CV040111 UNFOUND Z-HABITATED RV ON LOT; WITH DEMO OF HOUSE PCR04082 ISSUED YARUSH RES-SITE PLAN REVISION; TO PLNG&ENG TO VERIFY ORIG GRADE&BLD PCR04139 ISSUED YARUSH RES REV FLOOR PLAN ; REDUCE BY 700 SF Inspection History Date 10/12/2004 10/12/2004 10/08/2004 10/08/2004 10/08/2004 10/08/2004 10/06/2004 10/06/2004 10/06/2004 09/30/2004 09/30/2004 09/27/2004 09/27/2004 Description 18 Exterior Lath/Drywall 23 Gas/Test/Repairs 11 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 1 8 Exterior Lath/Drywall 11 Ftg/Foundation/Piers 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 84 Rough Combo 14 Frame/Steel/Bolting/Welding 18 Exterior Lath/Drywall Act AP AP AP AP AP NR CO CO CO AP AP PA we Insp PD PD PY PY PY PY PY PY PY PY PY PY PY Comments POST FOOTING OK TO INSULATE-SEE ATTACHED NOTICE CITY OF CARLSBAD BUILDING DEPARTMENT DATE PERMIT NO. ft NOTICE (760) 602-2700 1635 FARADAY AVENUE CTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? :ORMAl/iON, CONTACT YES PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 10/06/2004 Permit* CB031461 Title: YARUSH RES-DEMO EXIST 895 SF, Description: NEW 5424 SF,1020 SF GAR.206SF DECKS Sub Type: SFDR Inspector Assignment: PY 2827 ELMWOODST Lot Type: RESDNTL Job Address: Suite: Location: OWNER YARUSH JOHN IV&EMILY Owner: YARUSH JOHN IV&EMILY Remarks: pm please Total Time: Phone: 7604731660 Inspector: Requested By: ROBERT Entered By: CHRISTINE CD Description 11 Ftg/Foundation/Piers 17 Interior Lath/Drywall 18 Exterior Lath/Drywall Act Comment Associated PCRs/CVs CV030623 CLOSED O- EXP BIZ LICENSE #1210265; CV0401 1 1 UNFOUND Z-HABITATED RV ON LOT; WITH DEMO OF HOUSE PCR04082 ISSUED YARUSH RES-SITE PLAN REVISION; TO PLNG&ENGTO VERIFY ORIG GRADE&BLD PCR041 39 ISSUED YARUSH RES REV FLOOR PLAN ; REDUCE BY 700 SF Inspection History Date 09/30/2004 09/30/2004 09/27/2004 09/27/2004 09/27/2004 09/27/2004 09/27/2004 09/20/2004 09/16/2004 09/16/2004 09/15/2004 09/14/2004 08/20/2004 04/19/2004 04/19/2004 Description 16 Insulation 84 Rough Combo 14 Frame/Steel/Bolting/Welding 18 Exterior Lath/Drywall 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 13 Shear Panels/HD's 13 Shear Panels/HD's 15 Roof/Reroof 83 Roof Sheathing/Ext Shear 83 Roof Sheathing/Ext Shear 15 Roof/Reroof 21 Underground/Under Floor 24 Rough/Topout Act AP AP PA we AP AP AP AP NR AP CO NS CO AP we Insp Comments PY PY PY OK TO INSULATE-SEE ATTACHED NOTICE PY PY PY PY PY PY PY PY PY PY NEED PLANS REVISED PY UNDER FLOOR PLUMBING - SEE NOTICE ATTCH. PY CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO. Q3" / Y^ (760) 602-2700 1635 FARADAY AVENUE TIME T77O' ^ FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? I YES FOR FURTHERflNFORMATlON, CONTACT __ BUILDI PHONE CODE ENFORCEMENT OFFICER •" City of Carlsbad Bldg Inspection Request For: 09/27/2004 Permits CB031461 Title: YARUSH RES-DEMO EXIST 895 SF, Description: NEW 5424 SF,1020 SF GAR,206SF DECKS Inspector Assignment: PY 2827 ELMWOOD ST Lot Type: RESDNTL Sub Type: SFDR Job Address: Suite: Location: OWNER YARUSH JOHN IV&EMILY Owner: YARUSH JOHN IV&EMILY Remarks: Phone: 7604731660 Inspector: Total Time:Requested By: ROBERT Entered By: CHRISTINE CD Description Act Comment 14 Frame/Steel/Bolting/Welding 18 Exterior Lath/Drywall Associated PCRs/CVs faD CV030623 CLOSED O- EXP BIZLICENSE#1210265; CV040111 UNFOUND Z-HABITATED RV ON LOT; WITH DEMO OF HOUSE PCR04082 ISSUED YARUSH RES-SITE PLAN REVISION; TO PLNG&ENG TO VERIFY ORIG GRADE&BLD PCR04139 ISSUED YARUSH RES REV FLOOR PLAN ; REDUCE BY 700 SF Inspection History Date Description Act Insp Comments 09/20/2004 13 Shear Panels/HD's AP PY 09/16/2004 13 Shear Panels/HD's NR PY 09/16/2004 15 Roof/Reroof AP PY 09/15/2004 83 Roof Sheath ing/Ext Shear CO PY 09/14/2004 83 Roof Sheathing/Ext Shear NS PY 08/20/2004 15 Roof/Reroof CO PY 04/19/2004 21 Underground/Under Floor AP PY 04/19/2004 24 Rough/Topout WC PY 04/08/2004 32 Const. Service/Agricultural PA PY 04/08/2004 39 Final Electrical WC PY 03/29/2004 11 Ftg/Foundation/Piers PA PY 03/26/2004 22 Sewer/Water Service AP PY NEED PLANS REVISED UNDER FLOOR PLUMBING - SEE NOTICE ATTCH. TPBB EsGil Corporation In fpartnersnip witR government for (BuiCtfing Safety DATE: JULY 18, 2003 Q APPLICANT «£T JURIS. JURISDICTION: CARLSBAD a PLAN REVIEWER Q FILE PLAN CHECK NO,: 03-1461 SET: II PROJECT ADDRESS: 2827 ELMWOOD STREET PROJECT NAME: SFR FOR YARUSH X] 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 fo~r 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: XI 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: BOB Telephone #: 760-268-1156 Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: All Sadre Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/14 tmsmti.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 Fax {858} 560-1576 EsGil Corporation In Partnership witd government for<Buittfing Safety DATE: JUNE 5, 2003 "a JURISDICTION: CARLSBAD a PLAN REVIEWER a FILE PLAN CHECK NO.: 03-1461 SET: I PROJECT ADDRESS: 2827 ELMWOOD STREET PROJECT NAME: SFR FOR YARUSH 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: BOB SOTO 300 CARLSBAD BLVD., # 108A, CARLSBAD, CA 92008 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: BOB LM Telephone #: 760-268-1156 Date contacted: LoJ*^ (bv:~P-s) Fax #:( i <=, -i Fax-^ In Person REMARKS: By: All Sadre Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/22 trnsmu.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 CARLSBAD O3-1461 JUNE 5, 2003 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 03-1461 PROJECT ADDRESS: 2827 ELMWOOD STREET ; SFR: LIVING AREA = 5630; GARAGE = 1020; DECK = 200; 2-STORIES; HEIGHT = 22' DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 5/22 JUNE 5, 2003 REVIEWED BY: All Sadre 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 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. • Please make all corrections on the original tracings and submit two new complete sets of prints to: The Building Department. • 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. • 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? Q Yes Q No 1. Please remove the window on the West Elevation Pian in Master Toilet, per floor plans. 2. Please specify all exterior pads sizes and reinforcements on plans. 3. Please specify the total floor area of the Living Space = 5630; Garage = 1020; deck = 200 s.f. on the cover sheet of plans. 4. Bath # 2 window is missing on South Elevation Plans on Sheet 9. CARLSBAD 03-1461 JUNE 5, 2003 5. Provide a copy of the soils report for review. 6. Specify the soils classifications, expansion index and bearing capacity of plans. 7. Please note Ca, Cv, Na, Nv & SD soil factors on plans for this project. 8. Where are FB2, FB3 & FB4 on Sheet A4, per calculations? 9. FB5 & 6 should be 5% x 11-7/8 & 5% x 16, respectively. Please revise the plans accordingly. 10. Provide a schedule in calculations showing all the lateral elements size and designation so the structural plans can be verified. Alternatively, show gridlines 1, 2, etc. on plans per calculations so the lateral elements can be verified. 11. Window 8 should be tempered within 5' of stairs or their landing. 12. Show 6" min. stairs width at the narrowest point and 9" at 12" from the narrowest corner. 13. Please provide an ICBO approval number for the roof tiles and skylights. 14. Please show slope for all portions of the roof as well the deck and garage floor. 15. Please specify the roof 1/150 attic ventilation and show 22" x 30" attic access on plans. 16. Please show 18" x 24" under floor access to all areas as well as 1/150 underfloor ventilation on plans. 17. Please specify where all the details per sheet A11 are referenced on plans. 18. Please specify all outdoor outlets are GFCI protected. 19. 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 All Sadre at Esgil Corporation. Thank you. CARLSBAD 03-1461 JUNE 5, 2003 JURISDICTION: CARLSBAD PREPARED BY: All Sadre VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 03-1461 DATE: JUNE 5, 2003 BUILDING ADDRESS: 2827 ELMWOOD STREET BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION LIVING AREA GARAGE DECK Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) 5630 1020 200 CB Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 455,150 $1,643.04 1994 UBC Plan Check Fee Type of Review: O Repetitive Fee Repeats Complete Review D Other PI Hourly Structural Only Hour Esgll Plan Review Fee Comments: $1,067.98 $920.10 Sheet 1 of 1 macva1ue.doc City of Carlsbad Public Works — Engineering DATE:"A3 - BUILDING PLANCHECK CHECKLIST PLANCHECKNO.: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 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 suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please seejfie attached report of deficiencies marked wit|[m.ywlake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By Date: Date: Date: By% FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ^^\s ATTACHMENTS G Dedication Application O Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application 0 Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: TAN|YA BARROWS City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (760) 602-272O • FAX (76O) 6O2-8562 F:\BU1LDINGPLANCH6CKCKLSTFORMxlOC ,, R«v. BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: rth Arrow ing & Proposed Structures xisting Street Improvements Drproperty Lines ^ Easements - l^e ?oew^c Q Ser Right-of-Way Width & Adjacent Streets Driveway widths — 'Jxx tf=B> Existing or proposed sewer lateral Existing or proposed water service _± — Existing or proposed irrigation service 2. Show on site plan: Drainage Patterns - 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography ize, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second welling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: ,Ar~Site address ssessor's Parcel Number r^Legal Description- For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:\BUILDING PLANCHECK CKLST FORM.** BUILDING PLANCHECK CHECKLIST i ST «ND oRD1&l 2™u 3KU DISCRETIONARY APPROVAL COMPLIANCE » D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D D 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 %' 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 D D 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 F:\BUILDINQ PLANCHECK CKLST FORM.** -ST 2ND 3RD BUILDING PLANCHECK CHECKLIST 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 reporter current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood 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 Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section +i*JL> # ' 11 -06-030 of tne Municipal Code. (ID ) \Sr D 7a. Inadequate information available on Site Plan to make a determination on grading — jj. T- requirements. Include accurate grading quantities (cut, fill import, export).^\ 5^#'-^-^~ /""""^ i i—L^rD ( D } \2T 7b. Grading Permit required. A separate grading plan prepared by a registered Civil \ / Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\BUILDINGPLANCHECKCKLST FORM.** A Rev. 7/1*TO iST D D BUILDING PLANCHECK CHECKLIST .No Grading Permit required. 7e. If grading is hot required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. 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: D D D D D D 9. 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: . 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. Required fees are attached-^ M\\ * Q No fees required ^.VuJ- 0f ifldfofel 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. • All single family dwelling units received "standard" 1" service with 5/8" service. F:\BUILD1NG PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST iST ,RD D D D • 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. • Maximum service and meter size is a 2" service with a 2" meter. • 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). 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: 1. 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 T, and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter 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 • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 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 F:\BUILDING PLANCHECX CKLST FORM.doe BUILDING PLANCHECK CHECKLIST D D service boundary, the City intends on switching services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) these irrigation 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. 13, Additional Comments: F:\8UILOING PLANCHECK CKL5T FORM.doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. miscalculation based on building plancheck plan submittal. Address:6+"Bldg. Permit No. Prepared by:Date:Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: _ Sq. Ft/Units: Types of Use: _ Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. FtVUnits: Types of Use: Sq. Ft/Units: EDU's: EDU's: ADT's:. ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)DNO D 1.PARK-IN-LIEUFEE FEE/UNIT: PARK AREA & #: X NO. UNITS:=$_ D 2. TRAFFIC IMPACT FEE ADTs/UNITS:X FEE/ADT:=$_ n n a a # a 3. BRIDGE AND THOROUGHFARE FEE ADTs/UNITS: 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: 6. SEWER LATERAL ($2,500) —7. DRAINAGE FEES PLDA ST ACRES: * $3- 8. POTABLE WATER FEES (DIST. #1 DIST. #2 X FEE/ADT: ZONE: X FEE/SQ.FT./UNIT: X FEE/EDU: X FEE/EDU: : HIGH /LOW £ X FEE/AC: I *?3? DIST. #3 } =$ =$ =$ =$ =$ ^^ -$ tf464¥ UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F:\FEE CALCULATION WORKSHEET.doc 1 Of 2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ * NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2 F:\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Phone (760) 602-4629 Plan Check No. CB [) Planner APN: Project Density:Type of Project & Use:0 I • - % Zoning: p-" 1 _ General Plany LA/* Facilities Management Zone: DU/AC CFD (in/out) #_Date of participation:Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [X] Item Complete I I Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: V Q CI Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: n n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? V£S_ CA Coastal Commission Authority/YES 0^ If California Coastal CommissioX Authority: 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal-Permit Required or Exempt}: Coastal Permit Determination Form already completed? YES If NO, complete Coasjral Permit Determination Form now. Coastal Permit Determination Log #: NO f Contact them at - 7575 Metropolitan Drive, Suite NO D D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans}. 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required:YES NO {Effective date of Inclusionary Housing Ordinance - May 21, 1993.] Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!} H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 D D n n n n n n n Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, 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 Architectural Design Guidelines 1. Applicability: YES_S7r._.NO 2. Project complies YE Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 2. Accessory structure setbacks: Front: interior Side: Street Eucture separation: 3. Lot Coverage: 4. Height: Required (fl Required 6 Required '"" Required ^^ Reauired "" J Shown & -~) r Shown / ^ "^ Shown ' 5 Shown e^ Shown _y> 2 (.7f Requic»€h-^ "Required Required Required Required Shown Shown Shown Shown Shown Required Required, Shown Shown 5. Parking: Spaces Required / Shown C. (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments _^^^_^^^__ ^^_^__ OK JO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 9/01 IA COSTA ENGUNEiRHVG 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TfL 7GQ-9J1-0290 FAX438-5251 {MAIL; Iceni3f@conneclnel.com CIVIL • STRUCTURAL MECHANICAL. PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY_ SCALE DATE nATF SHEET NO.OF 33L t ~-U 'J_.__i_La_ _! I LA COSTA ENGINEERING 1950 KELLOGG A V £ . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251 EMAIL: lcengr@connecine!.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. CALCULATED BY_ CHECKED BY SCALE DATE DATF SHEET NO__OF LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-52S1 EMAIL: kenSr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM rilFNT JOB CALCULATED BY_ CHECKED BY __ DATE DATE SHEET NO_3 ™ CLIENT. ENGIM JOB 1950 KELLOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL760-9J5-029Q FAX 438-5251 EMAIL: Icen8r@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CALCULATED BY_ CHECKED BY __ SCALE DATE DATE SHEET NO.OF HOW TO USE THESE TABLES 1. Determine the live load deflection criteria (MINIMUM CRITERIA PER CODE- L/360 or IMPROVED PERFORMANCE SYSTEM - L/4SO) and locate the . appropriate taljle. 92. Identify the loading condition (40 PSF LIVE LOAD/10 P5F DEAD LOAD or 40 PSF LIVE LOAD/20 PSF DEAD LOAD) and move to the appropriate section of the table. MINIMUM CRITERIA PER CODE L/360 LIVE LOAD DEFLECTION o 3. Select the on-center spacing you prefer. 4. Scan down the column until you meet or exceed the span of your application. 5. Scan left in the row to locate the TJI® joist series and depth which satisfies your condition. IMPROVED PERFORMANCE SYSTEM L/480 LIVE LOAD DEFLECTION 91/2" 11% 14" 16" iPllQp 150 250 150 250 350 550 250 350 550 250 350 550 17'-8° 2V-T 21'-0" 25'-6M 23'-10" 25'-6' 28'-lT 26'-5" 28'-2' 32'-0' !7'-8" 2J'-0" 23'-10' 25'-6" 15'-5' 16'-T 20'-E 23'-2; 24'-!' 2v'-r i6'-r 19'-2" 20'-5' 23'-2n 23'-2 " H'-7" ts'-r 2r-10' 20'-6"« 24 '-2' 27'-5" H'-7' 15r-2" 2T-10" H'-2' 20'-3" 13'-5" Long term deflection under dead load which includes th spans reflect initial dead load deflection exceeding 0.33 Trus Joist MacMillan representative. it1 effect of creep, common to ', which may be unacceptable all wood members, has not been considered for any of the above applications. ^RaQiSBi For additional information, refer to our TJ-Beam™ or Tj-Xpert" software or contact your (l) Web stiffeners are required in hangers when the TJI^/Pro1" 550 joist span is greater than the spans shown in the following table: 40 PSF LIVE LOAD, 22 PSF DEAD LOAD (2) Web stiffeners are required at intermediate supports of continuous span joisfa rn conditions where the intermediate bearing width is less than 5W and the span on either side of the intermediate bearing is greater than the spans shown in the following table: Web Stiffener Not Required Not Required Not Required 20 '-2 23'- Not Required 25 '- 40 PSF LIVE LOAD, 20 PSF DEAD LOAD 12" b.c.16" o.c.19.2" o.c.24" o.c. Web Stiffener Not Required 26'-l 1" 30'-9" 20'-2" Not Required '12 PSFDe,id Loatf at TJI!"/Pio'" 550 joists. "22 PSF Dead Load at TX^'/Pro" 550 joists. GENERAL NOTES Tables are based on: i • Assumed composite action with a single layer of appropriate span- rated glue-nailed wood sheathing foi deflection only (spans shall be reduced 5" when sheathing panels arc nailed only). • Uniformly loaded joists. • Increase for repetitive member use has been included. • Spans shown are clear distance between supports. • Most restrictive of simple or multiple span. WEB STIFFENER REQUIREMENTS • Required if the sides of the hanger do not laterally support the TJI® joist top flange or per footnotes on pages 20 and 21. • End Bearings: TH^/Pro™ 150, 250 or 350 joists - not required. T/l('/Pro™ 550 joists - may be required in hangers (see footnote 1 above). • Intermediate Bearings: Not required at intermediate bearing where joists are continuously spanned and the intermediate bearing is at least 51/t" wide, for intermediate supports less than V/d" wide, web stiffeners may be required ^. (see footnote 2 above). Ipl DESIGN PROPERTIES AND MATERIAL WEIGHTS L r c, L l_ IV?" Tjl®/Pro™ 150 joists Top and bottom flanges of 11/2" x 11/2" Microllam® LVL with 3/e" Performance Plus® web. TJI®/Pro™ 250 joists Top and bottom flanges of 13/4" x V/2" Microllam® LVL with 3/s" Performance Plus® web. TJ|®/Pro™ 350 joists Top and bottom flanges of 25/i6u x 11/2" Microllam® LVL with ye" Performance Plus® web. TJI®/Pro™ 550 joists Top and bottom flanges of 31/2" x V/2~ Microllam® LVL with yie* Performance Plus® web. DESIGN PROPERTIES GENERAL NOTES • Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the spanfs). Allowable shear may sometimes be increased at interior supports in accordance with NER-119 and NER-200 and these increases are reflected in span tables. • The reaction values above are based on an assumed minimum bearing length of 1V4* at ends, 31/2* at intermediate supports. The following formula approximates the uniform load deflection of A finches): ForTJI®/Pro~150, 250 and 350 Joists . 22.5 wL" . 2.67 wL; ForTJI®/Pro™550 Joist* 22. El dxlO5 w = uniform load in pounds per lineal foot L = clear span in feet 2.29 wL2 dxlO5 d = out to out depth of the joist r'n inches El = value from table MATERIAL WEIGHTS (Include Til® joist weights in dead load calculations - see table above for JOIST WEIGHTS) Sheathing Based on: Southern pine-40 pcf for plywood, 44 pcf for OSB Douglas fir-36 pcf for plywood, 40 pcf for OSB Southern Pine Douglas Fir W plywood 1.7 psf 1.5 psf %" plywood 2.0 psf 1.8 psf 3/i" plywood 2.5 psf 2.3 psf l'/e" plywood 3.8 psf 3.4 psf 1/2" OSB 1.8 psf 1.7 psf 5/e" OSB 2.2 psf 2.0 psf %" OSB 2.7 psf 2.5 psf We," OSB 4.1 psf 3.7 psf Roofing Materials Asphalt shingles 2.5 psf Wood shingles 2.0 psf Clay Tile 9.0 to 14.0 psf Slate (3/B" thick) 15 psf Roll or Batt Insulation (1" thick) Rock Wool 0.2 psf Glass Wool 0.1 psf Floors Hardwood (Nominal 1") ... 4.0 psf Concrete (1" thick) Regular 12.0 psf Lightweight 8.0 to 10.0 psf Sheet vinyl 0.5 psf Carpet and Pad 1.0 psf %" ceramic or quarry tile . . . 10.0 psf Gypsum concrete (3/i") 6.5 psf Ceilings Acoustical fiber tile 1.0 psf '/21' gypsum board 2.2 psf 5/e" gypsum board 2.8 psf Plaster (1" thick) 8.0 psf ^^ 2.0E PARALLAM® PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = 125,000 psf Modulus of elasticity E = 2.0xlOipsi Flexural stress fb = 2900 psi") Compression perpendicular to grain parallel to wide face of itrands F^ = 650 psK2'^ Compression parallel to grain fc\\ - 2900 psi Horizontal ihear perpendicular to wide face of strands Fv = 290 psi (1) For 12-incn depth. For others, multiply by [-j-J (2) F^ shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam® PSL and 1 %" thick Western Species Parallam® PSL ALLOWABLE DESIGN PROPERTIES 000% LOAD DURATION) 13/4" 2.0E Parallam® PSL 6.210 3,130 115 5.1 6,530 3.215 125 5.2 8,985 3,805 210 6.2 9,950 4.020 245 6.5 13,58 4,735 -100 7.7 21Vi6M 2.0E PARALLAM® PSL 31/2" 2.0E PARALUM® PSL 12,415 6.260 230 10.1 13,055 6.430 250 10.4 17,970 7,615 415 12.3 19.900 8,035 490 13.0 27,160 9,475 800 15.3 34,955 10,825 1,195 17.5 43,665 12,180 1,700 19.7 7" 2.0E PARALLAM® PSL 24,830 12,520 460 20.2 26,115 12,855 500 20.8 35.940 15.225 830 24.6 39,805 16,070 975 26.0 54,325 18,945 1.600 30.6 69,905 21,655 2,390 35.0 87,325 24,360 3,400 39.4 5y4" 2.0E PARALLAM^ PSL GENERAL ASSUMPTIONS FOR NON-TREATED PARALLAM® PSL • Lateral support is required at all bearing points and along compression edge at intervals of 24" on-center or closer. • Parallam® PSL beams are made without camber; therefore, in addition to com- plying with the deflection limits of the applicable building code, other consider- ations, such as long term deflect/on under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UEC 1606, 1996 NBC 1607 and 1994 SBC 1604 for roof Irve load in non-snow (125%) conditions. • y/z" members may be two pieces of l3/i" or a single 3Vz" width beam. 5%" members may be three pieces 13A", one piece 1%" with one piece 3%", or a single 51/4n width beam. 7" members may be two pieces 13/V around one piece 3*/z" , two pieces 3'/2h, or a single 7" width beam. See pages 16 and ^ 7 (or multiple member beam connections. 1W1.9EMlCROLLAM@LVL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 1.9E MlCROLLAM® LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = II8,750 psi Modulus of elasticity E = 1.9 x 106 psi Flexural stress Fb = 2600 p«f" Compress/on perpendicular to grain parallel to glue line Fci= 750 Compression parallel to grain Fcn = 2310 psi Horizontal shear perpendicular to glue line Fu = 285 psi Til] ''' For 12-inch depth. For others, multiply by |_ d j '-' Frl (hall not be increased for duration of load. GENERAL ASSUMPTIONS FOR MICROLLAM® LVL • Lateral support is required at all bearing points and along compression edge at intervals of 24" on-center or closer. • Bearing lengths are based on Microllam® LVL'i bearing stress of 750 psi. • Microllam® LVL beams are made without camber; therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Tables on pages 4-7 include reductions applied in accordance with: 1994 UBC 1606, 1997 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1997 NBC 1607 and 1994 SBC 1604 for roof live load in non-snow (125%) conditions. • 31/2" members are two pieces of \%" Microllam'!1 LVL 5W members are thtci- pieces of 1%" Microllam1*' LVL • 1%" x 16" and 13/4° x 18" beams are to be used in multiple member units only. Set- page ' 7 lor multiple membci beam connections. LA COSTA ENGINftKINC 1950 KELLOGG AVE. CARISBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcengr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY_ CHECKED BY __ DATE DATE SHEET N0_.OF IA C ENGtN CLIENT. RING JOB 1 9 S 0 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenijr@conneariet.com CIVIL • STRUCTURAl MECHANICAL* PETROLEUM CALCULATED BY. CHECKED BY SCALE DATE DATE. SHEET NO I O OF IA COSTA ENGINEERING 19SO KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL760-9JI-0290 FAX 438-5251EMAIL: lcenQr@conneclnei.com CIVIL • STRUCTURAL MECHANICAL* PETROUUM CLIENT. JOB CALCULATED BV_ CHECKED BY SCALED DATE DATE. SHEET NO. VA/Li' u=s* fs&-3- i ic- -V £ 4— iv -4 M. M |^ol Ah^ _Aui= AiLW- G.A-0 o T S'jfi -O4^— -PIT •zoft'W .5" _^ /^ !/& A-1 11 £206 icwVr MA iM/i itaa rr ^1^)0" ([-z-nki^1*1 t *j*_>. _i_ VM IA COSTA CLIENT. JOB 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenQr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CALCULATED BV_ CHECKED BY __ SCALE ______ DATE DATE. SHEET NO__OF u-* Ffct-fe ,-T- - «' TIM. JGLJ V M tVn: _^_Ci ir t\.« IV s'r e) ^doo'1 A^rv1 ££i c. ®3 _/f V _Al^ g.0'5- SW ^.V^ 3C ,^7J c)"7<> / o.e\ -ALu.U^ CLIENT. 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251 EMAIL: lcenSr@connecinel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM JOB CALCULATED BY. CHECKED BY SCALE _____ DATE DATE SHEET NO._OF CLIENT, ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcertgr@conneclnel.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM JOB CALCULATED BY. CHECKED BY __ SCALE DATE DATE. SHEET NO..OF -v\t M± ok h, ft- I -' AI.MJ V V- 1_L^ frJ:i:4l!/Bl .04 ^vk'-s IAT K U" Hi 0). LZ^l 4"'^ JS.7J Ffir- _Ui*^ f^3< T US' && 31' H l^oo 0. V lA-n s -^t-^ gos^*^r LA COSTA CNGINfllttNG 1950 KEtLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL760-931-0290 FAX438-5251 EMAIL: leengf@connectnei.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT JOB CALCULATED BY_ CHECKED BY SCALE _______ DATE DATE SHEET NO.f)f EMGINEEMNiG. 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-9 J1-0290 FAX 438-5251 EMAIL: leener@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY SCALE _____ DATE. DATE. SHEET NO_-OF _L^ tey-i. _L*»L * K .Av^.l V-l ^^odj-Ai 16 u- J^f—X 4 "'II" 11*______ H/(nW 7-S so / 1? i--l- IZ 1.1 ^ t. tV V r%Vr/ ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-52S1 EMAIL: 1cenQr@conneclnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB CALCULATED BY_ CHECKED BY SCALE DATE DATE SHEET NO.n -OF ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: ketiei@connectnei.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT, JOB CALCULATED BY_ CHECKED BY DATE DATE. SHFFTND OF fK-icn §L fefe*> ^—, A T.'jQ^S^ 'fiiopfft %*$-JT^t Q£'$* 4zG'^r *\ -- -j- >!j/: ^ w"I :Vas 4- t ff% I* vl 3^ i /% ENGINEERING 1950 KELtOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: leengt@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY _ SCALE ___ DATE DATE. SHFFTNO OF po•x^r 1 -c- k * P' VLh •A,v •V*l/^ crl Jp*" S /r - T -<1/L vNf, W<i b'V U-, ^\• *K' 4-J/ ^ y~^ ,-i fo\- °/* \5 rV -i«- \ = j ^ ^*x* ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcengr@conncctnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB CALCULATED BY_ CHECKED BY SCALE _______ DATE_ DATE_ SHEET NO. IA COSTA ENGINII-WNC 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931 -0290 FAX 438-5251 EMAIL: lcengr@eonnectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY_ CHECKED BY SCALE ______ DATE DATF SHEET NO_OF LA COSTA CLIENT. JOB 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-911-0290 FAX 438-5251 EMAIL: Icen3r@connectnel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CALCULATED BY. CHECKED BY SCALE ^_^_ DATE DATE. SHFFT NO OF V COv*pLtJ? £,H .0 . A MtfVA'>4Jt & Ji .0} 1W G 3.A4 - £V (10 -,\^° 5 VW)TV^^^X f *11~~\ J -L J_ •ffT<\fo\vo ^&^t€-\/.o o/ CLIENT JOB 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: kengr@connectnei.com CIVIL • STRUCTURAL MECHANICAL' PETROLEUM CALCULATED BY. /~UE/~txr\ DVv^rltl^MiLJ DT SCALE DATE DATE. SHFFT NO nf IA COST CLIENT JOB 1950 KELLOGG A V E . CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcengf@connectnel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CALCULATED 8Y_ CHECKED BY SCALE ___„ DATE. DATE_ SHEET NO,.OF !*=>£:\ll&: ^{>o F0lL 1 [0€Mp\> £o iU V>*>" -Z.-1O I T- ^i& j,^smi ^4 ^±- ' S^iSS*V V]^ fviAf^IA (S^'j - '«•** ^» *cs ^ 62. W 89 I/ i—r INGIM CLIENT. JOB__ 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 9200B TEL 760-931-0290 FAX438-5251 EMAIL: Icen8r@connectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CALCULATED BY. CHECKED BY_ SCALE _____ DATE DATE. SHEET NO..OF H ^ Ft^o &$ /€>i£& ?16 \ZZfoAS f**L <>'/- ^4^ ^n*/ATy- ptti^ -r ^^ <:\7s 'lit i/< £ I— _4__ LA COSTA ENGINEERING 2382 CAMINO VIDA ROBLE STE I CARLSBAD. CALIFORNIA 92009 TEL 760-931-0290 FAX 431-1466 EMAIL: lcenef@conneanet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT JOB. CALCULATED BY_ CHECKED BY SCALE DATE DATE SHEET NO,OF. E t r 2] 3 4J 5] 6J 7) IA] UJS A A A p F A T A F 'Hi 1* h Si. u, LL LL \So \s: LL rs LL MD AC ()( ,<J tin HA CO NA TJh ^FT ras LU ,PJ .SHI (3 M r. )R IK NO isrc [LE A- T *> 01 tfB iRy AJ 1S1 1PE JN RR! <E1 4G 5( TF ^e:R LL \\ Fl CS ITS EE ITS ED .U S"E: PEI s Ji? f *O.(. DF- \M f\LJr>o RV•2 GE p£ ^ GE NNJ FR/ 00( T^ fc u FT ( L,I SA £( R.T V^r u •rr r u. kPS PS ^Bl c. PP' 'srtt 1E>* ND ^ Of X^ o.c >X i-»' o Ol Hf ® E2 W\ OT t*L MS MIrnrF A\' \v "0 U S?f((? c. J k >T,T 28 3-1- JVJ ?T VU/^ Al CRl LR El\ TY ^ T Y klh -(> D( DA Q- AJ PT •* c. D] LI LTN vn .0 ivn LD IK w ^s. L:^T OH OS M HA /lx N :KI N VI h ^S- Hi T , "^3 rs s - VE (ft\Q \n D. \TT ^JTJ ST AK "»p U? SH TR MI E/ Rd Kd VTP W^ TT r*o ^LI js; NT. I CH ??)C 7?»i"s (i O? ILL ~vw ^&l BI OI! BI E>' »io j S(^,>;$ G] Tl SI l^CH ^ IAI&a m?' EJ ^tt (^ «s L 1. LA BA ' j. H SffttAtt PyAIJJSi Distr.: Fir. W# H' Tot. O.T.M. = LINE V' 7 WALLS: Ulift @ *&* Floor (1 min. walft: gob Ulift @ Floor ^ min. wall: Fir: v = Fir: v Hr.IT Tot. O.T.M. = Fir: v = Use Type/X\WalI Use TypeS\Wall — A %^FLR-FLR - USE ©FOUNDATION e LINE {ty WALLS: Uplift @ ?* Floor ( t? min. wdl): ,«Ulift @ t Floor ( ^ min. - S^^ ptF Use Type/g.\Wall UseType/2\Wall^ USE MST40 FLR-FLR USE @ FOUNDATION US'? SHEAR WALLS: Fir. t H* YM-z ft' Tot. O.T.M. = LINE Vf J WALLS: Uplift @ 2£ Floor (£.^'min. wall): Ulift @ Floor t^min. waU) : v = /* Fir: v =' Pistr.: Fir.H' Tot. O.T.M. = : v = Fir: v = Use TypeZ\Wall AA\*• — ^UseTypeWaU USE MST^ft FLR-FLR USE @ FOUNDATION 4-LINE V^y WALLS: Ulift @ ^" Floor ( & min. wall): Ulift @ Floor ( t min. wall) f Use Use Type/AWallJF USE MST 4ft FLR-FLR USE @ FOITNDATION SHEAR WALLS: Fir. W# H' W#H' Tot. O.T.M. I* Fir: v = Fir. W# H' Tot. O.T.M. = : v = Fir: v = LINE V/V WALLS: Ulift @ ?a Floor (€.S* min. waltt: Ulift <@ *" Floor ( I0' min. Use Type/ AWall USEMST4&FLR-FLR USE @ FOUNDATION LINE / WALLS: Uplift @ Floor f 4^ min. wain 1 l^b V* ^,OW Ulift @ \ Floor ( lz' min. walD: use Type/AwaU Use Type/Awall USE MST40 FLR-FLR USE @ FOUNDATION . - {30 SHEAR WALLS: Distr.: Fir.H' Tot. O.T.M. =40, : v = Fk: v - Pistr.: Fir.H' Wffi_ Tot. O.T.M. = LINE V-V WALLS: Ulift @ Floor ( 4.S min. wall) , a IUplift @ i Floor (to min^wall); Use TypeeWall Use Type/2 USE MST4*» FLR-FLR USE "PU^^ w/ @ FOUNDATION LINE I1":/ WALLS: Ulift @ 1* Floor UHft@ ia Floor (^J min. wall): : v = ^ Fir: v = Use Type/AwaU Use Type/2\Wall USE MST 4& FLR-FLR USE @ FOUNDATION CLIENT. JOB 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251 EMAIL: lcengr@eonneeinet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CALCULATED BY. CHECKED BY __ SCALE ____ DATE DATE SHEET NO..OF 1997 UNIFORM BUILDING CODE TABLE 23-II-B-1—NAILING SCHEDULE CONNECTION NAILING1 1. Joist lo sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1° x 6" (25 mm X 152 mm) subfioor or less to each joist, face nail 2-8d 4. Wider lhan 1" x 6" (25 mm X 152 mm) subfioor to each joist, face nail 3-8d 5. 2" (51 mm) suhfloor to joist or girder, blind and face nail 2-I6d 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 16d at 16" (406 mm) o.c. 3-16dperl6"'(406mm) 7- Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (610 mm) o.c. 10. Doubled top plates, typical face nail Double top plates, lap splice I6datl6"(406mm)o.c. 8-166 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, iwo pieces 16d at 16' (406mm) o.c. along each edge 15. Ceiling joists to plate, toeaail 3-8d 16. Continuous header to stud, toenail 4-Sd 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" (25 aim) brace to each stud and plate, face nail 2-8d 21. 1" X 8" (25 mm X 203 mm) sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" X 8" (25 mm X 203 mm 23. Built-up comer studs 24. Built-up girder and beams 25. 2" (51 mm) planks i sheathing to each bearing, face nail 3-gd 16dat24"(610mm)o.c. 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 2-16d at each bearing 26. Wood structural panels and particlcboard: Subfioor and wall sheathing (to framing):1I2" (12.7 mm) and less19/3->"-3/4" (15 mm-19 mm) 7/8"-l" (22 mm-25 mm) iVg'-l1/^ (29 mm-32 mm) Combination subfloor-underlayment (to framing):3At" (19 mm) and Jess V-l" (22 mm-25 mm) iVg'-W (29 mm-32 mm) 6d3 8d*or6d5 8d3 10d4or8d5 8d5 10d* or 8ds 27. Panel siding (to framing)2: Va" (12.7 mm) or less V(16mm) 28TFiberboard sheathing:7 8d6 1/2* (12.7 mm) 25/32* (20 mm) No. 11 ga.8 ed4 No.l6ga> No. 11 ga.8 8d4 No. 16 ga.9 29. Interior paneling '/4" (6.4 mm)3/a" (9.5 mm) 4dio 1 Common or box nails may be used except where otherwise stated.2Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 23153.3 and 2315.4. Nails for wall sheathing may be common, box or casing.3Common or deformed shank.4Common.5Deformed shank. ^Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.8Corrosion-resistant roofing nails with 7/i6-inch-diameter (11 mm) head and l'/2-mch (38 mm) length for V2-inch (12.7 mm) sheathing and !3/4-inch (44 mm ) length for ^^i-inch (20 mm) sheathing conforming to the requirements of" Section 2304.3. ^Corrosion-resistant staples with nominal '/jg-inch (II mm) crown and lV8-inch (29 mm) length for Vj-inch (12.7 mm) sheathing and )V2-inch (38 mm) length for ^/jj-inch (20 mm) sheathing conforming to the requirements of Section 2304.3. JOFanel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. ''Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 2-282 «-CCIFIED.PECIFIED.JOOD. •Y REQUI1.CB.O.SPEAS SL PIES MAPER*< ^Q$o Swy<r E^lJ.30 G<)<§S iBi$*> %Q*i-t «5s 3KB i=-'uJ2 LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenQ[@connec!net.t:om CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT.%o£ 50YO JOB CALCULATED BY. CHECKED BY SCALE _______ DATE DATE. SHFfTNO 3^ CLIENT. 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-9 31 -02 SO FAX 4 3 8-5 2 51 EMAIL: lcentjt@connectnei.com ^^^^^^^™ CIVIL • STRUCTURAL ^••^••H MECHANICAL* PETROLEUM 1^^^^ CAICUIATFDBY CHFCKFD RY SCAIF DATF DATF SHFFTNO *Z. OF LA COSTA ENGINEERING ! 9 5 0 KELLOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX438-525J EMAIL- keni}r@connectnel com CIVIL • STRUCTURAL MECHANICAL' PETROLEUM CLIENT. CALCULATED BY__ CHECKED BY __ DATE _ DATE. SHEET NO—3 .OF ~L™_ • -h 4toi^- i tt^H u/4 -H i ht-^ 4^1\ib«4 I CLIENT JOB 1950 KEILOGC AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251 EMAIL: kemjr'S'connectnet com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CALCULATED BY_ CHECKED BY __ SCALE DATE __ DATE „ SHEET NO._OF HOW TO USE THESE TABLES 1. Determine the live load deflect/on aitena (MINIMUM CRITERIA PER CODE- L/360 or IMPROVED PERFORMANCE SYSTEM - L/480) and locate the i appiopriate table. 92. Identify the loading condition (40 PSF LIVE LOAD/10 PSF DEAD LOAD ot 40 PSF LIVE LOAD/20 PSF DEAD LOAD) and move to the appropriate section of the table. MINIMUM CRITERIA PER CODE L/360 LIVE LOAD DEFLECTION 3. Select the on-center spacing you prefer. 4. Scan down the column until you meet or exceed the span of your application. 5. Scan left in the row to locate the TJI® joist series and depth which satisfies your condition. IMPROVED PERFORMANCE SYSTEM L/480 LIVE LOAD DEFLECTION si?' <**=>OS £*>S£:Qfe STJ?p--^gn?S*Q fo £ig$fcttIjlijrVx %-"*j O>7. Q < °0£ $"2SeiQ»_ £ Po- 1-0 < ^0 i§< -j0Q LJJ 2] > Q -" li-lt £,!/-. Q- ^ -s, 0 >^JT t>ERTH s;$Vz*--l'•:?,.;.*- ,.; > '•"*>•; <^ : -) :•' •:^--'-i' ;.''-"-'=. SP*"S .?;•-• •„"<>•:;/ ^0Mam '*•?-' >'3-te*t.'iV,-fefi'jf. c!&3NS^^:«*iifg "Ki6"-^s -i !£'?•%-*::•'"-?!. -'i^xJSfJ 91/2" ir/8" 14" 16" Sji^/Pro1" ^5P A ,:-|250,fe? :^'50;^ ^feM^- ^%35'.OW ^550 -^ -y&wM ll^?50;^ ^,25ld4|¥f ^!S'5b%f li556>S 150 250 150 250 350 550 250 350 550 250 350 550 3&2W&& 18'-8" 19 '-6" 22 '-3" 23'-3" 24'-10" 28 '-2" 26'-5J 28 '-2" 32 '-0" 29 '-3" 31'-2" fSst^^l;;^ 18'-8" 19'-6" ?-M?i' -3 ''k •-'-"•?^ t-X-^-TJ r". ', ^- - ^•'23£v;i-^•v^A, .^••-i'yOC 4?4!y^^ ;^.7^M^| *V^™V^i^^^zjy^^ ^iB?S^ ilsUM ^tS?i8 0^SWf i7'-r 17'-10" 20 '-4" 2l'-3" 22'-S" 25'-S" 24 '-1" 25'-8" 29'-1° 26'-8"W 28'-5'(f> 32'-3^1 16(^y < <&^"^) -^?-^S ^^^^).^'vjtife&k&sf! J^V^fe^s ^^»|I5^?B]1 !^S9;'^f 23'-8"^ ^l5l®iiMofc S10§oW^ 16'-2" 16'-10" )8'-IO" 20' -0" 2l'-4n < 24--2V^ 22 '-r*^ 2^^^< ^3^^\) ^>A*Sr)V ^26W F^-4-(D ^dl_ ^^^ !5'-8" 19-_Tfz) 20'-g"« ^pjTl^ 19'-9"^ 22--2-W ^^lIlS 19'-9"W 22'-2"W ISsiW^ ^WM H'-ll" 15'-8" 15'-0' 18'-8'W W-11-W ^2?-6^ is'-ir^ J^r-4"W r25'-6'f" jg'-ir^ 21'-4"W 26'-9"OW !2'-6" 13'-.5n 12'-6' 15--9-(zJ I7'-.9-« 1^20^^ 15'-9"W 17'.9'(« ZZ'-S'f'^ 15'-9'W 17'-9'W 22'-5*f'^' ii \ '.C /^i -i\ || >'^ jB|v> ^•~>? S.'-fc^?20 PSF DEAD LOAD5ATTjl®/Pro'"550VE LOAD /DEAD LOA— a u_ ^ a. a "**J TT WtH S^-^>; ,|8te itt i^^ ^"•3%^ M^Sffii^ |a^J&? lp-KM: w ii"- 14" 16" jftfe/Rry" V^15P;B ^250^:. %^5JS.i ';£%$<": W>A-^ V^55p"-^: -i|Z5p;^ i|fe35o.:§': ^®cS% W^^; ^^50"^. |^55Q^ 150 250 150 250 350 550 250 350 550 250 350 550 sE®^ i6'-ir 17'-8" 20'-1" 21'-0" 22 '-5 " 25' -6' 23'-10' 25'-6" 28'-1T 26 '-5 " 28'-2n 32 '-0* !6'-ir 17'-8n 20'-!' 21'-0" 22 '-5" Jiis^ir.^ 23'-tO" 25'-6" -^8^^;^ ^^S^ m&^A&f 15'-5" i6--r 18'-4" 19'^" 20 '-5" 23^-2" 2JS9" 23! -2.:.. 26'-3' 24'-1" 25'-8" 29'-r 15'-5' i6'-r 18'-4" 19r-2" 20 '-5" 23'-2" 21'-9'W Z3'-2'W 21' -8" M 25'-8"W fc^-^^ %&%&£$ H'-7" 15'-2" 17'-4" 18'-r 1 9 '-3" 21--10' 2Q--6'W 2T-10' 24'-9" 22 '-9 "^ 24'-2'fy 27'-5' H'-7" 15'-2" 15'-8' 18'-!"^ I9'_3"W 21'-10' 19'_9-W) 21--10-'2' $$$$$il§8 ir-9-w 22'-2'W ^ISIPS tn&$£& 13 '-7" 1 4 '-2" I5'-0" 16'-10"W 17--11' 20'-3^ IS'-fl'W 20 '-4 "W 23'-0" IS'-II'W 2I'-4'W 25'-5"W 12'-6" 13 '-5" 12'-6" 15'-9'W 17'-9'W 20'-3'0 15'.9'(2» 17'-9"W 22'-5""'W 15'-9"W 17'-9"W 22'-5'(1«2J • Long term deflection under dead load which includes the effect of creep, common to all wood members, has not been considered for any of the above applications, f^rja'd^ spans reflect nitial dead load deflection exceeding 0.33 " , which may be unacceptable. For additional information, refer to our D-Beam™ or TJ-Xpcrt™ software or contact your Trus Joist MacMillan representative. (l) Web stiffe/iers are required in hangers when the TJI®/Pro™ 550 joist span is greater than the spans shown in the following table: Not Required Not Required 28'-8" «BI 40 PSF LIVE LOAD, 22 PSF DEAD LOAD 12".o.c. 22'-11" Not Required 16" o.c.19.2" 24'-10" 24" o.c. (2) Web stiffeners arc required at intermediate supports of continuous span joists in conditions where the intermediate bearing width is less than 5'/j" and the span on either side of the intermediate bearing is greater than the spans shown in the following table: •'>.!;-7,.-V.;j.>;'iV^ .;V-i5pr<; : \""'25.0 '':•-, iV --'•\i.350^rV; ^,550^: ^ ;• 2: ^O^FAlVEiLS^lP^KJJEXDtLMW^ '"V-1 O"'i .-"-'- "1 -i^i?i x ii .^"^'-^i^-jr-" Not Required Not Required Web Stiffener Not Required |_^-3" 27'-8" 20'-2" 23'-!" Not Required 16'-1" 18'-5" 25'-8" 40 PSF LIVE LOAD, 20 PSF DEAD LOAD* * 12" o.c.16" o.c.19.2" o.c.24" o.c. Web Stiffener Not Required 26'-11" 30'-9" 20 '-2" 23'-1" Not Required 16'-9" 19'~2" 26'-IT 13'-5' 15'-4' 21 '-6" •12 PSF Dead Load at TJI^'/Pro™ 550 joids. "22 PSF Dead Load al TJI*/Pro™ 550 joists. GENERAL NOTES -<•> Tables .lie based on. i * Assumed composite action with a single layer of appropriate span- rated glue-nailed wood sheathing for deflection only (spans shall be reduced 5" when sheathing panels are nailed only). * LJniformly loaded joists. * Increase for repetitive member use has been included. * Spans shown are dent distance between supports. * Most rostiictive of simple or multiple span. e, C.,, I..-.-!,.,„ ,,,.-,J.f,-,ir,, 0^f <l,™1(n ."/..,(„ f>! F *sf,J,.( nrl n.,crfv fl WEE STIFFENER REQUIREMENTS • Required if the sides of the hanger do not laterally support the TJI® joist top flange or per footnotes on pages 20 and 21. • End Bearings:TJI"VPro™ 150, 250 or 350 joists - not required. TJIl"VPro"" 550 joists - may be required in hangers (see footnote 1 above). • Intermediate Bearings: Not required at intermediate bearing where joists are continuously spanned and the intermediate bearing is at least 5 W wide. For intermediate suppoits less than 5VV wide, web stiffeners may be required ^^ (see footnote 2 above). EEl £ L_ n,L-T/I TJI®/Pro™ 150 joists Top and bottom flanges of 1'/2" x T/2" Microllam® LVL with %" Pcrfofmance Plus® web. DESIGN PROPERTIES TJ|®/Pro™ 250 joists Top and bottom flanges of " x T/21' Microllam® LVLwith 3/s" Performance Plus® web. TJI®/Pro™ 350 joists Top and bottom flanges of 6" x 1 V2" Microllam® LVL with %" Performance Plus® web. TJI®/Pro™ 550 joists Top and bottom flanges of '/z" x V/2a Microllam® LVL with 7Ae" Performance Plus® web. 2.2 2730 160 1120 945 1895 NA 2.5 3620,276 1420 945 1895 NA 2.4 3210 185 1120 1015 2030 2.7 4260 319 1420 1015 2030 2385 2.9 5210 474 1710 1015 2030 2385 3.3 6075 653 1970 1015 2030 2385 3.3 5000 395 1420 1160 2320 2680 3.5 6135 584 1710 1160 2320 2680 7205 801 1970 1160 2320 2680 4.7 7675 593 1925 1400 3355 3830 3?&>ff PnSM^5.0 9420 874 2125 1400 3355 3830 5.3 11065 1192 2330 1400 3355 3830 GENERAL NOTES • Design reaction include! all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with NER-119 and NER-200 and these increases are reflected in span tables. • The reaction values above are based on an assumed minimum bearing length of 1%" at ends, SVz" at intermediate supports. The following formula approximates the uniform load deflection of A (inches): ForTJI®/Pro™150, 250 and 350 Joists ForTJI®/Pro'"550 Joists A-22.5 wi4 . 2.67 El dx105 A-22.5 wL4 . 2.29 wl1 El dx105 w = uniform load in pounds per lineal foot L e clear span in feet d = out to out depth of the joist in inches El = value from table MATERIAL WEIGHTS (include HI® joist weights in dead load calculations - see table above for JOIST WEIGHTS) Sheathing Based on: Southern pine-40 pcf for plywood, 44 pcf for OSB Douglas fir -36 pcf for plywood, 40 pcf for OSB Southern Pine Douglas Fir 1/2n plywood 1-7 psf 1.5 psf 5/s* plywood 2.0 psf 1.8 psf %" plywood 2.5 psf 2.3 psf IVe" plywood 3.8 psf 3.4 psf '/2" OSB 1.8 psf 1.7 psf %' OSB 2.2 psf 2.0 psf %" OSB 2.7 psf 2.5 psf IVa' OSB 4.1 psf 3.7 psf Roofing Materials Asphalt shingles 2.5 psf Wood shingles 2.0 psf Clay Tile 9.0 to 14.0 psf Slate (3/8" thick) 15 psf Roll or Batt Insulation (1" thick) Rock Wool 0.2 psf Glass Wool O.lpsf Floors Hardwood (Nominal 1") ... 4.0 psf Concrete (1" thick) Regular 12.0 psf Lightweight 8.0 to 10.0 psf Sheet vinyl 0.5 pif Carpet and Pad 1.0 psf %" ceramic or quarry tile .. . 10.0 psf Gypsum concrete (%") 6.5 psf Ceilings Acoustical fiber tile 1.0 psf Vz" gypsum board 2.2 psf a/e" gypsum board 2.8 psf Plaster (1" thick) 8.0 psf 2.0E PARALLAM® PSL ALLOWABLE DESIGN STRESSES {100% LOAD DURATION) Shear modulus of elasticity G = 125,000 psi Modulus of elasticity E = 2.0 x 10* psi Flexural stress Fb = 2900 pj|0) Compression perpendicular to grain parallel to wide face of strands F,^ = 650 psi';^ Compression parallel to grain FCJJ = 2900 psi Horizontal shear perpendicular to wide face of strands Fv = 290 psi (1) For 12-inch, depth. For others, multiply by [-j-J (2) FcL shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam® PSL and 1%" thick Western Species Parallam® PSL ALLOWABLE DESIGN PROPERTIES 000% LOAD DURATION) 13/4"2.0E Parallam® PSL 211/16M 2.0E PARALLAM® PSL 9,535 4,805 175 7.8 10,025 4,935 190 8.0 13,800 5,845 320 9.5 15,280 6,170 375 10.0 20,855 7,275 615 11.8 26,840 8,315 915 13.4 33,530 9,350 1,305 15.1 31/2 n 2.0E PARALLAM® PSL ^%W^s^s^f«g-l^fiS;s^ffi5j 7" 2.0E PARALLAM 51/4M 2.0E PARALLAM* PSL 18,625 9,390 345 15.2 19,585 9,645 375 15.6 26,955 11420 625 18.5 29,855 12,055 735 19.5 40,740 14,210 1,200 23.0 52,430 16,240 1,790 26.3 65,495 18,270 2,550 29.5 GENERAL ASSUMPTIONS FOR NON-TREATED PARALLAM0 PSL • Lateral support is required at all bearing points and along compression edge at intervals of 24" on-center or closer. • Parallam® PSL beams are m.ide without camber; therefore, in addition to com- plying with the deflection limits of the applicable building code, other consider- ations, such as long term deflect/on under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 and 1994 SEC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 1994 SBC 1604 for roof live load in non-snow (125%) conditions. • 31/z" members may be two pieces of 13/4" or a single 31/2n width beam. 5'/4* members may be three pieces 1%", one piece 13/V with one piece SVz", or a single 5'A" width beam. 7" members may be two pieces IVi" around one piece 31/?" , two pieces 3Vi", or a single 7" width beam. 5ee pages 16 and 17 for multiple member beam connections. 1 3/4" 1.9E MICROLLAM^ LVL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 1.9E MICROLLAM® LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = 118,750 p» Modulus of elasticity E = 1.9x10* psi Fiexural itre« Fb = 2600 Compression perpendicular to grain parallel to glue line F^3 750 Compression parallel to grain Fcn = 2310 psi Horizontal shear perpendicular to glue line Fv = 285 psi ''I For 12-inch depth. For others, multiply by "' Fr - shall not be increased for duration of load GENERAL ASSUMPTIONS FOR MICROLLAM® LVL • Lateral suppoit is required at all bearing points and along compression edge at intervals of 24" on-center or closer. • Bearing lengths are based on Microllam® LVL's bearing stress of 750 psi. • Microllam® LVL beams are made without camber; therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, sucfi ai long term deflection under sustained Joadi (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account foi load and deflection as specified in the applicable building code. • Tables on pages 4-7 include reductions applied in accordance with: 1994 UBC 1606, 1997 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1997 NBC 1607 and 1994 SBC 1604 for roof live load in non-snow (125%) conditions. • y/2* members are two pieces of 1%" Microllam® LVL SV'f" members are three pieces of PA" Microllam1"-1 LVL • PA" x 16" and PA" v 18" beams are to be used in multiple membei units only. See pngc f 7 foi multiple membei beam connections. LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL760-9J1-0290 FAX438-5251 EMAIL: kengr@connec!net com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY, CHECKED BY DATE. SHEET NO__.OF — LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lceniji@eonnectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY, CHECKED BY SCALE ______ DATE DATE. SHEET NO tO. OF LA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-9.1-0290 FAX 438 5J51 EMAIL: lcenef@conneetnei.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BV_ BY___ DATF LA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-951-0290 FAX438-5251 EMAIL: Icen8f@connectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT, JOR CALCULATED BY. CHECKED BY SCALE _____ DATE_ DATE__ SHEET NO_ LA COSTA ENGINEERING CLIENT. IQBO KELLOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL 760-931-0250 FAX438-S25I EMAIL; lcenQr@connectnei.com ••••^•H CIVIL • STRUCTURAL ••••••• MECHANICAL- PETROLEUM •••••I fAirUIATFDRY fHFfKFn RY srAiF nATF RATF SHFFTND I3> OF i! .._+_ _L i I \ '• UL /. /4[htm.;._(j '£>..fXfW-Vj _l_ +...-.- -I. !i^Lus>i ',/• _J t x I -j ;—.. 4 -*. ! 3s'1/ Vi^tie "^/ZA i^\k / LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcetifjr@conn>;c!ne!.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BV_ CHECKED 8Y__ DATE. DATE. SHEETNO__OF U - ^ f. *X ^b*ty*'4'V ^.. J. ..^-. ... H- >_»^ :^r~"h -4- .1 \/^At/^w^vTs'y/A~f--V~^ i -»j ^F ^...kHi ' \ . k I „ iT ' LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-9J1-G290 FAX 4J8-S251 EMAIL: kengr@conriecitiei.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB CALCULATED BY, CHECKED BY SCALE _ ___ DATE DATE SHEET NO..OF i LA COSTA ENGINEERING 1 9 S 0 KEILOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX438-S251 EMAIL: Icen9r@conneclnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB RY SCALE HATF DATE SHEET NO_OF LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-9 Jl-0290 FAX 438-5251 EMAIL: lcenSt@connecinei.com CIVfL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JO8 CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEETNO_OF LA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FA.X438-5251 EMAIL: Icen5r@connecinel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT.. JOB CALCULATED BY_ CHECKED BY __ SCALE ______ DATE___ DATE SHEET NO-LB_OF LA COSTA ENGINEERING 1950 KELLOGG AVE.CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251EMAIL: Icent3i@conneclnel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY_ CHECKED BY SCALE DATE DATE_ SHEET NO.OF LA COSTA ENGINEERING 1 9 S 0 KELLOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: ieengr@conneetnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB_ CALCULATED 6Y_ BY DATE SHEET NO.-OF L /V ! j^fivfift.^^^-^ LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL760-9J1-Q290 FAX438-52S1 EMAIL: ltener@connennet,com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT JOB CALCULATED CHECKED BY _ SCALE DATE_ DATE_ SHEET NO. IA COSTA ENGINEERING 1950 KEtLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 fAX438-S251 EMAIL: lcenSi@connectnei.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT JOB CALCULATED BY. CHECKED BY SCALE DATE DATE SHEET N0_OF LA COSTA ENGINEERING 2J82 CAMINO VIOA ROBU STE t CARLSBAD. CALIFORNIA 92009 TEL 760-931-0290 FAX 431-1468 EMAIL: lcenfif@connectnel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY SCALE _ DATE. __ DATE. „ SHEET NO..OF. 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JOB CALCULATED BY. CHECKED BY SCALE . DATE DATE SHEET NO..OF SHEAR WALLS: Distr.: Fir. W#_JrWffl' Tot. O.T.M. = ((• LINE V_S/ WALLS: Uolift@ ^AFloor( g min. wall): I Uplift @ ' Floor ( & min. wall): Distr. Fir. -z. Tot. O.T.M. = "ZTFlr: v = |°Flr: v = Use USEMST4J6FLR-FLR USE @ FOUNDATION LINE W WALLS: Ulift @ ^° Floor f g min. wall): Ulift @ ia Floor ( H' min. wall): Use Type/l\Wall USE MST 4epLR-FLR USE @ FOUNDATION SHEAR WALLS: Distr.: Fir. Tot. O.T.M. = Uplift @ Floor ( min. wain: Uplift (S> \ ^ Floor ( It 'min. wall): plr. v = Distr.: Fir.H' Wffi' |o\°> 6' Tot. O.T.M. = \aFlr: v = UseTypeWaU Use TypeWall USE MST 4&FLR-FLR USE @ FOUNDATION LINE WALLS: Ulift ®>. t Floor ( min. walll: TTplift @ i Floor (1-6^ min. wall): Use Type1 Wal! TT T / \woiiUse Type/f\Wall UiitJ @ FOUNDATION SHEAR WALLS: Distr.: Fir.H' IVflO Tot. O.T.M. = IS, LINE (§3 WALLS: Uplift @ 7^Floor f 4* min. wain: g^^!^>L^ Uplift @ Ig Floor (-5 mjn. wain: : v = Fir: v = Distr.: Fir.H' Tot. O.T.M. = v = v = AUse Type/ WaUJyv^—^USE MST46 FLR-FLR USE @ FOUNDATION LINE V^V WALLS: »eUlift @ "2- Floor (^^ min. wain Uplift <g> I Floor f fO.gSmin. wall) Use TypeWall•* r i * Use TypeWall USE MST 4*) FLR-FLR USE @ FOUNDATION SHEAR WALLS: Distr.: Fir. \ Tot. O.T.M. = Distrr? Fir: v - LINE \yj WALLS: Uplift @^a Floor ( V min. wall): Ulift @ t Floor (t4>7 min. wall): AVall Use Type*v* USE MST 4"?)FLR-FLR USE @ FOUNDATION WATJjSJ- Uplift @ Floor r min. Uohft <@ XFloor ( mm. wall) USE @ FOUNDATION LA COSTA ENGINEERING 1950 KELLOGG A V £ . CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX438-S2S1 EMAIL: Icen5t@conneeinei.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB CALCULATED BV. CHECKED BY SCALE DATE_ . DATE SHEET NO.-OF I ' I I ' " ! " i LA COSTA ENGINEERING CLIENT JOB 1950 KELlOCG AVE.CARLSBAD, CALIFORNIA 92008 fAirui ATFD BY TEL 760-931-OJ90 FAX 438-5251 EMAIL.- lcenijtpcortnecinei.com^___^^^_ THFrKFR RY ^^^^^^^ L I V I L • S, I R U I. I U R A L ^^^•I^^H MECHANICAL* PETROLEUM ^^ , ^^^^^^^^ Sf At F ^•^••^H HATF DATF SHFFTMO ^0 riF ZMI-B-1 1997 UNIFORM BUILDING CODE TABLE 23-II-B-1—NAILING SCHEDULE CONNECTION NAILING' 1. Joisi lo sill or girder, tocnail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2-Sd •4. Wider than 1" x 6" (25 mm x 152 mm) subfloor lo each joist, face nail 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face naii 2-16d 6. Sole plale lo joist or blocking, typical face nail Sole plate to joist or blocking, al braced wall panels 16d at 16" (406 mm) o.c. 3-16dperl6"(406mm) 7. Top plate to stud, end nail 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (610 mm) o.c. 10. Doubled top plates, typical face nail Double top plates, lap splice 16d at 16" (406 mm) o.c. 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist lo top plate, toenail 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-1 &d 14. Continuous header, two pieces 16da.t 3.6" (406 nun) o.c along each edge 15. Ceiling joisls to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1* (25 mm) brace to each stud and plate, face nail 2-8d 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 2-Sd 22. Wider than 1" x 8" (25 mm x 203 mm) shea 23. Built-up comer studs 24. Built-up girder and beams 25. 2" (5 1mm) planks thing to each bearing, fac 20d at 32" s nail 3_gd I6d at 24' (6 10 mm) o.c. (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 2-16d at each bearing Subfloor and wall sheathing (to framing):l/2* (12.7 mm) and less19/32"-3/4" (15 mm-19 mm)7/s"-r (22 mm-25 mm) iVg'-l1/^ (29 mm-32 mm) Combination subfloor-undertayment (to framing):3/4" (19 mm) and less V-l" (22 mm-25 mm) iVe'-l1// (29 mm-32 mm) 6d3 8d4 or 6d5 8d3 10d*or8d5 6d5 8d* I0d4 or 8d5 27. Panel siding (to framing)2:]/2" (12.7 mm) or less5/g" (16 mm) 28. Fiberboard sheathing:7 6d6 8d6 Vz* (12.7 mm) 25/32" (20 mm) No. 11 ga.8 6d4 No. 16 ga." No. 11 ga.8 Sd4 No. 16 ga.9 29. Interior paneling}h" (6.4 mm) 3/8" (9.5 mm) 4d»> Common or box nails may be used except where otherwise stated.2Nails spaced at 6 inches (152 mm) on center al edges, 12 inches (305 ram) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 23153.3 and 2315.4. Nails for wall sheathing may be common, box or casing.3Common or deformed shank.4Common.5Deformed shank. ^Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.8Corrosion-resistant roofing nails with 7/i6-inch-diameter (11 mm) head and l'/2-inch (38 mm) length for V2-inch (12.7 mm) sheathing and !3/4-inch (44 mm ) length for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3. 'Corrosion-resistant staples with nominaP/ig-jnch (11 mm) crown and iVg-inch (29 mm) length for Vj-tnch (12.7 mm) sheathing and iVj-irtch (38 mm) length for 2s/37-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.IOFanel supports al 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. "Panel supports at 24 inches (610mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 2-282 •COMMERCIAL -RESIDENTIAL • • ROOM ADDITIONS • • COMPETITIVE PRICES* • FREE AND PROMPT ESTIMATES • Specializing in roof and floor trusses 2847 INDUSTRY STREET OCEANSIDE, CA. 92054 ICBO # AA-513 (7^)722-7696 FAX (7^7) 722- 0438 £§ g JB atz^SSSle*^i— ^o-3o*-io2 g ID - 0>B "- s a^ t ffi S 5 1—_ "oSSciuJujmujmu-m M.M.UI .5/1 £-,ie S«n £a> at <a^ ^ (O<O T Os-so o a o tf) m o -, « CM ™ CM uTufU? ntto u) o) is SiStfe QJ d8^S "^u,a 2(9 CO ho«°r-•CBen<N f»- 9i*. «O CO a 01 (0 XCM ?M&bF»a»!•••h-a»U- r«- U) r- (O a K ffl •» 5 XCM bafOf^.k-f«-Wlenj; CO l»- a * X«M hf+~*9r^•a>en to -7 p- O) N. a CM * XCM ft**?«9*•f9 CO U) CO CM !•» a i-<a 0o X*M •vCO9u*9CObIN Ul 9 Ul CM <O D •n XCM F*b)*rCMU»to ^ c& •M- in a nz » X CM ^t•9r-COenbi to T- ^>. en s. tom XfM ca•h-9enCO <o i- r^ i*- or D<4 S X<M to•I*.9enCO to ^ r^ s. X * XCM enkCD9r^t-aT<o i-. to CO •^ M XCM CBtob-*bF.' 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GEOTECHNICAL. 4 QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION CLIENT: SOTO PROJECT: SOT 603 DATE: 17 JULY 2003 S & S GENERAL CONTRACTOR 300 Carlsbad Village Drive, #108-A Carlsbad, CA. 92008 Attention: Mr. Bob Soto Subject: Soil Investigation for the Proposed Residential Construction located at 2827 Elmwood Street, Carlsbad, CA. Gentlemen: Pursuant to your request, we have completed our site inspection, soil sampling, and our laboratory testing for the subject parcel. On 10 June 2003, a representative from our firm visited the site in order to obtain soil samples and to evaluate the general surface soil conditions relative to the proposed construction. Based on our visual inspections and observations in the field, and our laboratory test results, the following conclusions were derived. It is our opinion that the subject lot may support the proposed residential structure. However, the conclusions and recommendations found in the latter part of this report shall be incorporated in the design plans and specifications. GRADING The proposed development consists of the construction of a two story residential structure supported on a raised foundation system. No grading is anticipated. On the'basis of our investigation, development of the site as proposed is considered feasible from a soils engineering standpoint provided that the recommendations stated herein are incorporated in the design of foundation systems and are implemented in the field. Site preparation should begin with the removal the existing surface vegetation 1 1611-ASO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945- Engineering, Inc. CIVIL, GEOTECHNICAL. 4 QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT & INSPECTION and other deleterious matter. These materials are not suitable for support of the proposed structure and should be exported from the site. Also, any subsurface structures such as cesspools, wells, or abandoned pipelines, which are uncovered during the clearing operation, shall be removed or backfilled in accordance with the requirements of the City of Carlsbad. All on-site earth materials are considered suitable for the support of the proposed structures. All structural fill shall be compacted to at least 90% of the maximum dry density at near optimum moisture content as determined in accordance with ASTM Test Procedure D 1557-91 or equivalent. Site drainage should be dispersed by non-erodible devices in a manner to preclude concentrated runoff over graded and natural areas in accordance with the City of Carlsbad requirements. GEOLOGIC HAZARDS According to published information, there are no known active or potentially active faults on or in the immediate vicinity of the subject site. Therefore, the potential for ground rupture at this site is considered low. There are, however, several faults located within a close proximity to this site that the movement associated with them could cause significant ground motion. The following table presents the distance of major faults from the site, the assumed maximum credible earthquake magnitudes and estimated peak accelerations anticipated at the site. The probability of such an earthquake occurring during the lifetime of this project is considered low. The severity of ground motion is not anticipated to be any greater at this site than in other areas of San Diego County. SEISMICITY OF MAJOR FAULTS MAXIMUM CREDIBLE ESTIMATED FAULT DISTANCE MAGNITUDE(RICHTER) ACCELERATION(g) Rose Canyon 5 mi. 6.0 0.25 Elsinore 28 mi. 7.5 0.35 SanJacinto 51 mi. 7.8 0.17 San Andreas 75 mi. 8.3 0.12 2 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 7.60-945-3150 • FAX: 760-945-4221 &ff ffrifjjficerifiif, Inc. CIVIL. GEOTECHNtCAL. 4 QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT & INSPECTION The following information is presented relative to the subject site and Seismic Zone4pertheU.B.C.: (z) Seismic zone factor = 0.4 (Na) Near-source factor = 1.0 (A) Seismic source type = B (Rose Canyon Fault) (Sd) Soil profile type = Sd (Ca) Seismic coefficient = 0.44 Na (Cv) Seismic coefficient = 0.64 Nv (Nv) Near-source factor = 1.0 LIQUEFACTION POTENTIAL Liquefaction analysis of the soils underlying the site was based on the consideration of various factors which include the water level, soil type gradation, relative density, intensity of ground shaking and duration of shaking. Liquefaction potential has been found to be the greatest where the ground water level is shallow and loose fine sands occur within a depth of 50 feet or less. These conditions are not present within the site area and, therefore, the potential for generalized liquefaction in the event of a strong to moderate earthquake on nearby faults is considered to be low. STABILITY The relatively dense nature of the surface soils within the site and the nature of the material underlying the site generally preclude the occurrence of major landslide conditions. The area surrounding the site is not known to be within an area of ground subsidence. The potential for deep seated slope failure at the subject site is considered low. The site surface materials consist of silty sands that are relatively dense in their dry state. These materials are susceptible to erosion. Drainage control is essential to maintain the stability of any planned slopes or slope areas. FOUNDATIONS For foundation design purposes, the following earth pressures were calculated based on our Shear Test Results (Enclosure 1) and based on a foundation depth and width of 12 inches: 3 7671-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 ifif/, Inc« CIVIL. GEOTECHNICAL. & QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION Shear Test: Cohesion - 380 psf; Angle of Friction - 29° . Allowable Bearing Value = 2000 psf Equivalent Fluid Pressure = 42 psf Passive Lateral Resistance = 346 psf Active Pressure = 42 psf Coefficient of Friction = 0.35 Expansion Index = 8 (VERY LOW) These values are for dead plus live loads and may be increased by one-third (1/3) for seismic and wind loads where allowed by code. These design bearing values are in accordance with the Uniform Building Code and were calculated based on Terzaghis1 Formula. It is recommended that the continuous perimeter foundations and concrete slabs for a light weight wood-framed structure shall be reinforced in accordance with the following minimum designs: a. For raised floors: it is recommended that the continuous perimeter foundations for a single story structure shall extend a minimum depth of 12 inches and a minimum width of 12 inches into firm native soils or compacted fill material as measured from the lowest adjacent grade. A minimum of 18 inches deep by 15 inches wide shall be used for a two story structure. All foundations shall be deepened through any loose topsoil to provide the above minimum embedment into firm native soil. b. All foundations shall be reinforced with at least two No.4 steel bars, one bars shall be placed 3 inches from the top of the foundation and the other bar shall be placed 3 inches from the bottom. e. Interior concrete slabs for the proposed garage shall be a minimum of four inches in thickness and reinforced with a minimum of No. 3 rebar at 24 inches on center both ways placed in the center of the slab. The slab steel reinforcement shall be bent downward into the perimeter footings and connected to the foundation steel at 24 inches on center. The native subgrade soils shall be scarified and recompacted to a depth of 12 to 18 inches and verified by the field engineer. In order to minimize vapor transmission, an impermeable membrane (ie: 6 mil visqueen) shall be placed over 2 inches of clean, poorly graded, coarse sand, decomposed granite, or crushed 4 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 IM;Inc. CIVIL, GEOTECHNICAL. A QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION rock. The membrane shall be covered with 2 inches of sand to protect it during construction and the sand should be lightly moistened just prior to placing concrete. All concrete used on this project shall have a minimum compressive strength of 2500 psi unless otherwise stated on the Building Plans. If imported soil materials are used during grading to bring the building pad to the design elevations, or if variations of soils or building locations are encountered, foundation and slab designs shall be reevaluated by our firm upon the completion of foundation excavations. Footings located on or adjacent to the top of slopes shall be extended to a sufficient depth to provide a minimum horizontal distance of 7 feet between the bottom edge of the footing and the face of the slope. These foundation recommendations are minimum design requirements for the soils encountered during this investigation; however, actual foundations shall be designed by the Structural Engineer for the expected live and dead loads, and for wind and seismic loads. Findings of this Report are valid as of this date; however, changes in conditions of a property can occur with passage of time, whether they be due to natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to review and should not be relied upon after a period of one year. hi the event that any changes in the nature, design, or location of buildings are planned, the conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and the conclusions of this Report are modified or verified in writing. This Report is issued with the understanding that it is the responsibility of the owner or of his representative to ensure that the information and recommendations contained herein are called to the attention of the project Architect and Engineer and are incorporated into the plans. Further, the necessary steps shall be taken to ensure that the contractor and subcontractors carry out such recommendations in the field. 5 7671-A SO. MELROSE DRIVE #285, VISTA. CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 Inc. CIVIL. GEOTECHNICAL. A QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT & INSPECTION It is recommended that the Soil Engineer be provided the opportunity for a general review of the final design plans and specifications for this project in order that the recommendations of this report may be properly interpreted and implemented in the design. It is also recommended that the Soil Engineer be provided the opportunity to verify the foundation and slab construction in the field prior to placing concrete. (If the Soil Engineer is not accorded the privilege of making these reviews, he can assume no responsibility for misinterpretation of his recommendations). The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. Sincerely, rthur C. Beard RCE RGE Chief Engineer 7671-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX: 760-945-4221 2000 £ 1600 X o UJo: 1200i-co o E < 800UJ X CO 400 400 800 1200 1600 NORMAL LOAD (PSF) 2000 SOIL TYPE LT, BgpjW 5lt~H -St\M v> •DC3 2"o £ 0)w X BORING NO. (BN) HT'I DEPTH (ft) 2,5' MOISTURE (%) ^.3% COHESION (psn 380 p^ ANGLE OF . FRICTION («) 29° , nc. CIVIL, GEOTECHNICAL, A QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING CONSTRUCTION MANAGEMENT & INSPECTION SHEARING STRENGTH TEST O) City of Carlsbad Building Department 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: \I^Au.fht /? /If/ Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: t--UJL -~^-Rvi<-0 OWL Number of New Dwelling Units Square Feet of Living Area in New Dwelling j V ^ ^ Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information: DISTRreiS WITHIN THE/CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) San Marcos Unified School District 215 Mata Way San Marcos. CA 92069 (736-2200) Encimtas unroii sciiuui tJistnc 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. 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(s), or that the person executing this declaration is authorized to sign on behoof tlje Owner. Signature:Date: Revised 4/20/flf) 1635 Faraday Avenue * Carlsbad, CA 92008-7314 • (760) 602-27OO Building Counter • (76O) 6O2-2719 • FAX (76O) 602-8558 SEP-18-2GQ3 THU 08=39 AN CITY OF CARSLBAD FAX NO, 760 602 3558 P, 03 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distrlct(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 1 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 OFFICIAL TITLE (&YLEN FREEMANQEfUTYSUpewr • gAfltsoAOUNrituSt NAME OF SCHOOL DISTRICT 6225RCAIIM)REAL DATE PHONE NUMBER Rcvittri 4/Sft/M From: Pat Kelley To: Greg Fisher; Mike Strong Date: 8/17/04 11:35AM Subject: 2827 Elmwood X Greg - Mike - Frank J and I inspected Mr. Soto's new house under construction this morning. He has a / / masonry fence retaining about 3 feet of earth on the west P/L. However the wall is a net 7'10" measured'7S^r--^ from both the outside {the neighbor's finish grade) and the inside top of footing. We advised Mr Soto the' ^ wall cannot exceed 6 feet measured from the top of footing. We also suggested he see Planning for how far above six feet is allowable. Generally, we let people build to the next full unit of masonry close to six feet. He used 8" masonry, and started the wall down low w/ a 4" block, so he should be able to bring it down to 6'4" max measured either way. He'll probably be in today to drop off revised structural on revisions to the house. He'll also stop by to see Planning, and we wanted to ensure you guys are consistent with what we were telling him in the field. His structural revisions can go to Esgil - there are a lot of them. Thanks Pat CC:Frank Jimeno; Pat Kelley; Raenette Abbey; Scott Burns; Van Lynch It t\ rilPiiERi !G FA* NO. 858 2736758 P. 2 c *v M >1-F FAX NO. 858 2736758 P. 1 10 Li7 i-^« tn .. <J3 E CCi 2 ui a. -; ^ LU fi.--}*£< 53g^•^ o. in C _O H O 0 a. lu to o a. a ^ ^ AB T^— • BLCro FROMAPPUCANT APPUCANT.< ? J 0 S > ~~i § ^J\! I j ! > a: en *a < Cu LU •§u > z o: _i VJ (X ^ $ O^ A ^'^ r^ts8 ^p-[^ City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR04139 uilding Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2827 ELMWOOD ST CBAD PCR 1562313000 Lot#: 0 $0.00 Construction Type: NEW CB031461 YARUSH RES REV FLOOR PLAN REDUCE BY 700 SF Applicant: S & S GEN. CONTRACTOR 1611S.MELROSE DR VISTA, CA 92083 619-727-4201 Status: ISSUED Applied: 08/18/2004 SB 09/13/2004 Entered By: Plan Approved: Issued: Inspect Area: Owner: YARUSH JOHN IV&EMILY 2827 ELMWOOD ST CARLSBAD CA 92008 09/13/2004 Plan Check Revision Fee Additional Fees $360.00 $0.00 Total Fees:$360.00 Total Payments To Date:$0.00 Balance Due:$360.00 0943 09/13/04 0002 01 02 360=00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for 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. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any tees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired, PERMIT APPLICATION <- CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 7 FOR OFFICE USE ONLY PLAN CHECK NO: EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use Work SQ. FT.#of Stories . 7"o 7&0- 7.. r- # of Bedrooms ff of Bathrooms Name Address City State/Zip Telephone Fax # Name Address i^&&i~4^KmL-- State/Zip Telephone 9 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 Code] or that he is exempt therefrom, and the basts 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 1S5001). Name State License # Address License Class City State/Zip City Business License f Telephone # Designer Name State License # Address City State/Zip Telephone -Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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 of the work for which this permit is issued. Q 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 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 [$100] OR LESS) D 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 •ecure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), 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 hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q 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). Q 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). Q I am exempt under Section Business and Professions Code for this reason: 1. 1 personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. 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 number / contractors license number): 5. 1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE SECTIpKlFO^ ,::!. -"..-,•:--: - -^.f,'. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES Q 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. .L^ ........ ... ...... . ............ -__. , . , 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 ,.,-.,-";.,;. . ;.....,,.,, .'.•„...:.. _.„. ;. ,..;.. 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes. 1 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 commencetJjfcithiB 18p-dsg»-fcQnUhe 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 commenceriJora^BnQdaW80Tte)((L(Ss£tiojTl06.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In Partnership -with, government for (Bui&fing Safety DATE: AUGUST 26, 2004 JURISDICTION: CARLSBAD Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 03-1461 (REV. # 1) - PCR 04-139 SET: I PROJECT ADDRESS: 2827 ELMWOOD STREET PROJECT NAME: SFR FOR YARUSH The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. X] 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: XI 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 #: Mail Telephone Fax In Person X] REMARKS: The truss calculations need to be stamped by the project engineer indicating no exception is taken. Modified floor plans (700 s.f. smaller) under this plan change. All Sheets are impacted. By: All Sadre Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/19 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 BUILDING PLANCHECK CHECKLIST DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: _&_j ASSESSOR'S PARCEL NUMBER: PLANCHECK NO.: CB EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure • continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review, By: By: By: Date: Date: Date: By: FOR OFFICIALSE ONLY ^EGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT; Date: ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Clty of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 HAWORDMXJCSVCHKLSTlBuMino Plartdwdt Ckltt Fomi (G«nwte).(Joc BUILDING PLANCHECK CHECKLIST SITE PLAN * ST oND 3RD 0^ D D 1 • 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 D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service CH 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 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. D CH 3- Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORD\DOCS\CHKLST\BuWlng Ptancheck CWst Form PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNE DATE ENGINEER DATE Docs/Misforms/Planning Engineering Approvals ST ND rd BUILDING PLANCHECK CHECKLIST 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 D D 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 Yz" x 11" plat map and submit with a title report. Alt 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 D 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. X**"* * X*'Public improvements required as follows: C^-^^- <£ & -*--* / f^ 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 H:\WOftO\OOCSlCHKLST\BulMIng Pttnchec* CM*t F«m (RIDDLE • HARVEY 7-1Z-OOJ.doc .. ST 2ND QRD BUILDING PLANCHECK CHECKLIST 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: CD CH 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. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. O 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities {cut, fill import, export). D 7b- Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: Q Q 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WOHD1OOCS\CHKLST\Bullding Planchuck Cklsl Form (Genetic 7-14-00).doc 1ST D D 3RD D D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. 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: <£1 D D f 0" D D/ /.• 9. 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: 10. 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. Q Required fees are attached Q 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. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\DOCS\CHKLSTi8uH(J!no Plancheck CkW Form (Generic).**:Rev. 7/14/W BUILDING PLANCHECK CHECKLIST 1ST >ND >RD D • 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. • Maximum service and meter size is a 2" service with a 2" meter. • 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). 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: 1. 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 1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter 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 • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 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 H:\WORO\DOC5\CHKL5T18uldlng Planch** CMst Form (Generic).doc BUILDING PLANCHECK CHECKLIST I ST oND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Q 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. D D D 13- Additional Comments: H:\WORD\DOCS\CHKLST\eufldino Pianchock Ckfet Forni (Genwfcl.doc 04/06/2000 City of Carlsbad Plan Check Revision Permit No PCR00023 Building Inspection Request Line (760) 602-2725 Job Address 6150 CORTE DEL CEDRO CBAD Permit Type PCR Parcel No Lot # 0 Valuation $0 00 Construction Type NEW Reference # CB99-574 Project Title CORTE DEL CEDRO STEEL JOIST SUBMITTAL CB99-574 Applicant KJELLBERG ANDREW ..Owner Status ISSUED Applied 01/26/2000 Entered By MDP Plan Approved 04/06/2000 Issued 04/06/2000 Inspect Area 760431-7775 / i ' .. ) ! v; ' '^ ' ( f~^ \ / _\\ ' : /<•%.. ^-x^-^\ Total Fees $21800 /;r Total Payments fd; Date ;>" $000 /X";:"' Balance Due i f ~~~ -.. :' u-\ "•;"-.^.-^ '.••• ;> „-...•'•'•" s^/S \ ) 1 Plan Check Revis.on Fee j (Ljjl ^ ^ / '^ ,^j 1 Q^WW01 \ \^"NJ//i i^r/ (r^V7/ / $21800 D 0001 01 C-PRMT 02 218.00 \ X Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for 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 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad, CA 92009 (760) 438-1161 City of Carlsbad Building Department 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):Som Project Description: OKit>WAL Building Type: Residential: fob S<4*M Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area Commercial/Industrial: City Certification of Applicant Information: ire Feet Floor Area Date: S WITHIN THE CFTY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. 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 projects), or that the person executing this declaration is authorized to sign on behalf of the Owner, Signature:Date: Revised 4/20/00 1635 Faraday Avenue • Building Counter Carlsbad, CA 92008-7314 • (76O) 602-270O • (76O) 6O2-2719 • FAX (76O) 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 1 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 OFFICIAL I TITLE Q/WIEN FREEMAN BOTHY gUPSHNTSNOBNT NAME OF SCHOOL DISTRICT 6223ELCAWNOREAI DATE CARLSBAUCdWOI PHONE NUMBER Itr 0- J^Ou^L ^^^ ,//. ^ Revised 4/20/00