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Home My WebLink About1653 JAMES DR; ; CB032864; PermitJob 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: CB032864 Building Inspection Request Line (760) 602-2725 1653 JAMES DRCBAD RESDNTL 1562112600 $109,932.00 0 0 Sub Type: RAD Lot #: 0 Construction Type: NEW Reference #: Structure Type: Bathrooms: 0 DAVIS RES-1058SF ADD, 252 SF PATlO,REPLACE 100 AMP PANEL VW200 AMP PANEL Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 10/17/2003 MDP 02/23/2004 02/23/2004 PY Applicant: CURTISS GARY STE 130 28105 MARGUERITE PKWY MISSION VIEJO 92692 Owner: DAVIS GARY D&JUDY L 23 SANTA ANA DR SALINAS CA 93901 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 $577.36 Meter Size $0.00 Add'l Reel. Water Con. Fee $375.28 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $10.99 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 v 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 $69.00 $45.00 $30.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,108.13 Total Fees:$1,108.13 Total Payments To Date: $1,072.77 Balance Due: BUIkDING PLANS $35.36 tjft V/T Inspector: IN STORAGE ATTACHED 1307 09/16/04 0002 01 02 CGP 35-36 FINAL APPROVA 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 requred information with the City Manager for processing in accondance 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 fees/exactions of which vou 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 FOR OFFICE USE ONLY PLAN CHECK NO. EST.VAL. (&TJ. 3 Plan Ck. Deposit Validated By. Date Address {include Bldg/Suite #)n TfttT Business Name (at this address) unrMflButezr. Telephone l/fa .-? ^O-3 3 77 (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 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name State License # Address License Class City State/Zip City Business License # 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. D 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} Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING; Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney'* fees. SIGNATURE ^_____ DATE HJlJlSiilh lS>ft ft ^^S? "flS|« I liiff 8| llJiliPilllllliiP s^ IS$R'W$Pi r^i^ ^ 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 contractors) licensed pursuant to the Contractor's License Law). Q 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 VES QftO 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 nama /.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. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _ — ^VPPROPERTY OWNER SIGNATURE -&^z /yst^*^/)DATE 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? Q 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. 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 atl City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE 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 nqj commenced withip 1 80 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is corrjfienced for ajwiod/of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance DATE -t Inspection List Permit*: CB032864 Type: RESDNTL RAD Date Inspection Item Inspector Act 09/20/2005 89 09/20/2005 89 01/06/2005 89 12/22/2004 89 12/21/2004 19 10/20/2004 33 10/15/2004 17 10/06/2004 17 10/06/2004 27 09/09/2004 14 09/09/2004 16 09/08/2004 17 09/08/2004 18 08/20/2004 16 08/18/2004 23 08/18/2004 84 08/17/2004 14 08/17/2004 23 08/17/2004 34 08/16/2004 14 08/12/2004 14 08/12/2004 24 08/12/2004 34 07/22/2004 13 07/22/2004 15 06/24/2004 15 06/18/2004 11 . 06/18/2004 15 06/17/2004 15 05/18/2004 11 05/05/2004 21 05/04/2004 11 05/04/2004 21 04/28/2004 11 04/26/2004 21 Final Combo Final Combo Final Combo Final Combo Final Structural Service Change/Upgrade Interior Lath/Drywall Interior Lath/Drywall Shower Pan/Roman Tubs Frame/Steel/Bolt ing/Weldin Insulation Interior Lath/Drywall Exterior Lath/Drywall Insulation Gas/Test/Repairs Rough Combo Frame/Steel/Bolting/Weldin Gas/Test/Repairs Rough Electric Frame/Steel/Bolting/Weldin Frame/Steel/Bolt ing/Weldin Rough/Topout Rough Electric Shear Panels/HD's Roof/Reroof Roof/Re roof Ftg/Foundation/Piers Roof/Reroof Roof/Reroof Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor PY - PY PY PY PY PC PY PY PY PY PY PY PY PY PY PY PY PY JM PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY AP Rl PA CO CA AP AP CO AP AP AP PA PA PA AP PA CA CA CA CA NR AP NR AP PA NR AP PA PA AP AP NR CO PA PA DAVIS RES-1058SF ADD REPLACE 100 AMP PANEL W/200 AMP P Comments REMODEL COMPLETE. PATIO ON SAME PERMIT IS NOT FINALED. SEE NOTICE ATTACHED EMR INT. LATH C MBATH SHOWER SEE NOTICE ATTACHED MASTER BEDROOM BY ERIC NEED PLANS REVISED LOCKED OUT 4:1 5PM 2 POST FTG @ ENTRY NEW ROOF O MASTER BEDROOM & EXISTING ROOF EXIST RE-ROOF ONLY OK TO COVER. NEED STRAP Q RIDGE FOR ADDITION. ADDITION AND INFILL 4 WC ON 3IN LINE ROOM ADD O REAR LAUNDRY ROOM UNDERGRND Wednesday, September 21,2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 09/20/2005 Permit* CB032864 Title: DAVIS RES-1058SF ADD Description: REPLACE 100 AMP PANEL W/200 AMP PANEL Inspector Assignment: PY 1653 JAMES OR Lot Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: APPLICANT CURTISSGARY Owner: DAVIS GARY D&JUDY L Remarks: Phone: 7607203377 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JUDY Entered By: CHRISTINE Act Comment Associated PCRs/CVs PCR04057 ISSUED DAVIS RES-REV ROOF HEIGHT® LIV; ROOM-DELETE BREAKFAST NOOK Inspection History Comments REMODEL COMPLETE. PATIO ON SAME PERMIT IS NOT FINALED. SEE NOTICE ATTACHED EMR INT. LATH C MBATH SHOWER SEE NOTICE ATTACHED Date 01/06/2005 12/22/2004 12/21/2004 10/20/2004 10/15/2004 10/06/2004 10/06/2004 09/09/2004 09/09/2004 09/08/2004 09/08/2004 08/20/2004 08/18/2004 08/18/2004 08/17/2004 08/17/2004 Description 89 89 19 33 17 17 27 14 16 17 18 16 23 84 14 23 Final Combo Final Combo Final Structural Service Change/Upgrade Interior Lath/Drywall Interior Lath/Drywall Shower Pan/Roman Tubs Frame/Steel/Bolting/Welding Insulation Interior Lath/Drywall Exterior Lath/Drywall Insulation Gas/Test/Repairs Rough Combo Frame/Steel/Bolting/Welding Gas/Test/Repairs Act PA CO CA AP AP CO AP AP AP PA PA PA AP PA CA CA lns| PY PY PY PY PC PY PY PY PY PY PY PY PY PY PY PY MASTER BEDROOM City of Carlsbad Bldg Inspection Request For: 12/22/2004 Permit* CB032864 Title: DAVIS RES-1058SF ADD, 252 SF Description: PATIO, RE PL ACE 100 AMP PANEL W/200 AMP PANEL Inspector Assignment: PY Type: RESDNTL Sub Type: RAD Job Address: 1653 JAMES DR Suite: Lot Location: OWNER DAVIS GARY D&JUDY L Owner: DAVIS GARY D&JUDY L Remarks: Phone: 6198885468 Inspector: Total Time:Requested By: ERIC Entered By: JANE AN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs PCR04057 ISSUED DAVIS RES-REV ROOF HEIGHT® UV; ROOM-DELETE BREAKFAST NOOK Inspection History Comments EMR INT. LATH C MBATH SHOWER SEE NOTICE ATTACHED Date 10/20/2004 10/15/2004 10/06/2004 10/06/2004 09/09/2004 09/09/2004 09/08/2004 09/06/2004 08/20/2004 08/18/2004 08/18/2004 08/17/2004 08/17/2004 08/17/2004 08/16/2004 08/12/2004 Description 33 Service Change/Upgrade 17 Interior Lath/Drywall 17 Interior Lath/Drywall 27 Shower Pan/Roman Tubs 14 Frame/Steel/Bolting/Welding 16 Insulation 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 23 Gas/Test/Repairs 84 Rough Combo 14 Frame/Steel/Bolting/Welding 23 Gas/Test/Repairs 34 Rough Electric 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding Act AP AP CO AP AP AP PA PA PA AP PA CA CA CA CA NR Insp PY PC PY PY PY PY PY PY PY PY PY PY PY PY JM PY MASTER BEDROOM BY ERIC CITY OF CARLSBAD BUILDING DEPARTMENT DATE (760) 602-2700 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INSORMATION, CDNTACT YES m PHONE BUILDING INSPECTORICTC CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 10/06/2004 Permit* CB032864 Title: DAVIS RES-1058SF ADD, 252 SF Description: PATIO, RE PL ACE 100 AMP PANEL W/200 AMP PANEL Inspector Assignment: PY Type: RESDNTL Sub Type: RAD Job Address: 1653 JAMES DR Suite: Lot Location: APPLICANT CURTISSGARY Owner: DAVIS GARY D&JUDY L Remarks: WATERPROOFING Phone: 7608885468 Inspector: Total Time:Requested By: ERIC Entered By: CHRISTINE CD Description 17 Interior Lath/Dry wall 27 Shower Pan/Roman Tubs Act Comment _£ Associated PCRs/CVs PCR04057 ISSUED DAVIS RES-REV ROOF HEIGHT® LIV; ROOM-DELETE BREAKFAST NOOK Inspection History Date Description Act Insp Comments 09/09/2004 14 Frame/Steel/Bolting/Welding AP PY 09/09/2004 16 Insulation AP PY 09/08/2004 17 Interior Lath/Drywall PA PY 09/08/2004 18 Exterior Latn/Drywall PA PY 08/20/2004 16 Insulation PA PY 08/18/2004 23 Gas/Test/Repairs AP PY 08/18/2004 84 Rough Combo PA PY 08/17/2004 14 Frame/Steel/Bolting/Welding CA PY 08/17/2004 23 Gas/Test/Repairs CA PY 08/17/2004 34 Rough Electric CA PY 08/16/2004 14 Frame/Steel/Bolting/Welding CA JM 08/12/2004 14 Frame/Steel/Bolting/Welding NR PY 08/12/2004 24 Rough/Topout AP PY 08/12/2004 34 Rough Electric NR PY 07/22/2004 13 Shear Panels/HD's AP PY 07/22/2004 15 Roof/Reroof PA PY 06/24/2004 15 Roof/Reroof NR PY 06/18/2004 11 Ftg/Foundation/Piers AP PY 06/18/2004 15 Roof/Reroof PA PY 06/17/2004 15 Roof/Reroof PA PY MASTER BEDROOM BY ERIC NEED PLANS REVISED LOCKED OUT 4:15PM 2 POST FTG @ ENTRY NEW ROOF @ MASTER BEDROOM & EXISTING ROOF EXIST RE-ROOF ONLY OK TO COVER. NEED STRAP @ RIDGE FOR CITY OF CARLSBAD BUILDING DEPARTMENT DATE LOCATION PERMIT NO. (760) 602-2700 1635 FARADAY AVENUE TIME 4+S FOR INSPE FOR FURTHER 'ALL (760) 602-2723 RE-INSPECTION FEE DUE? B / /RMfflpN, CQJTT/CT YES PHONE CODE ENFORCEMENT OFFICER international Conference of Building Officials JEREMIAH BIETZ CERTIFIED SPECIAL INSPECTOR SPRAY-APPLIED FIREPROOFINC 1997 Uniform Building code The individual named hereon is CERTIFIED in the category shown,having been so certified pursuant to successful completion of the prescribed written examination Expiration date: oetobj NO. 5006925-X6 ^^^ - Njj*s£H7a unless sigrted bycTrtificate holder. /CBO certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. International Conference of Building Officials JEREMIAH BIETZ CERTIFIED SPECIAL INSPECTOR STRUCTURAL MASONRY 1997 Uniform Building Code The individual named hereon is CERTIFIED in the category shown having been so certified pursuant to successful completion of theprescribed written examination. Expiration date: Augusj NO. 5006925-X4 Q^-^^ —, >tfrvaiid unless signed by c'erTftiyte holder. ICBO certification attests to competent knowledge of codes and standards Applicable experience should be verified by local jurisdictions. Jeremiah E Bietz Reinforced Concrete Special Insp - Associate The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed writtenrequ serpents. Expiration date: Novenj|^27,peOT^\i_ NO 5006925-48 <^—^k^- \ _ valid unless signed by\ertificate holder. Page 1 of ' Date: Job Name: Address™' ;iienUContraclor. Field Report D Notice to Comply Type of Service Performed: D Soil Q Asphalt Concrete HI Engr. Observation Concrete Q Structural Steel Pre-stress Concrete D Fireproofing Masonry S- Other Waterproofing Roofing nspection Check List Building Permit #: Q Soils Report Plan File #:. D Plans Specs. OSA#:_ On-Site Equipment: D RF1 OSHPD #: Codes Tests Performed (see attached)Sample Type: CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any "non-conforming" items the contractor shall schedule for reinspection and retesting. Inspector's Signature/Name Approval Signature/Name/Company cert NO Date: Permits;: [CB032864 Address; 1653JAMESDR CBAD Date: flO.1 jvnra *r**MT. in IDTICC QADV GENERAL INFO Status::a $109,332.00 SubTjpE RAD Project Title: |DAVIS RES-1Q5BSFADD,252SF :I1 Lottt: 0 c I NEW '^sJ Refetencett: | Sltucture Type: [TT ^??^'=^: Bedrooms: 1 0 Bathrooms: | 000 InspectAjea: Qfipinal PCU: Entered Bj^lMDP Licensee: City 01 Cajlsbad, Ca.ran: v. 517 U:53AM « - 03 - 1 of Job Name: Address: \ J Job No. P( .A<-( Client/Contractor: Field Report Q Notice to Comply Type of Service Performed: O Soil Q Asphalt Concrete D Engr. Observation Concrete D Structural Steel D Waterproofing Pre-stress Concrete D Fireproofing fj Roofing Masonry 5 Other ^JT?&Nf... O/-i^^.(^ Inspection Check List: Building Permit #-. On-Site Q Soils Report AM Plan File #: Plans D Specs. DSA #: D RFI S3 Codes OSHPD #: D Tests Performed (seejittached)Sample Type: (9 -V ^~ .i »Vr J ^ nme irvuui »y«Ci|M*r / CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workrnanship provisions of the applicable code. For any "non-conforming" items the contractor shall schedule for reinspection and retesting. inspector's Approval Signature/Name/Company Cert. No..-pj£» / iDate: ~f - <-• EsGil Corporation In Partnership -with government for (Building Safety DATE: 02/12/04 Q APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO,: 03-2864 SET: III PROJECT ADDRESS: 1653 James Place PROJECT NAME: Room Addition for Davis Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: ><] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #; Date contacted: (by: ) Fax #: Mail Telephone Fax In Person XJ REMARKS: 1 ) Provide a letter from soils engineer stating that the foundation plans have been reviewed and found in compliance with recommendations. 2) Special inspection is required for epoxy bolts. Structural concrete is to be 2500 psi per noted added on S-1 and does not appear to apply as noted on cover sheet. / By: Ray Fuller Enclosures: Esgil Corporation Q GA D MB D EJ D PC 02/05/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership -with government for (Bui&fing Safety DATE: 01/07/04 Q APPLICANT Q^JDRi^ JURISDICTION: Carlsbad o>tAfTREVlEWER Q FILE PLAN CHECK NO.: 03-2864 SET: II PROJECT ADDRESS: 1653 James Place PROJECT NAME: Room Addition for Davis Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: Gary Curtis 28105- Marguerite Pkwy. B#130 Mission Viejo. Ca. 92692 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: Gary Curtis Telephone #: (949) 862-4339- SS9. 8 I 5 / Date contacted:) I £/DH (by: (C- ) Fax #: ( S*~M eji \ j / \^ / Mail (^Telephone ^" Fax,^ In Person REMARKS: By: Ray Fuller Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/30/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 03-2864 01/O7/04 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2864 PROJECT ADDRESS: 1653 James Place SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 12/30/03 01/O7/04 REVIEWED BY: Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. 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. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 Carlsbad 03-2864 01/O7/04 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGii Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Final sets of plans and any new calculations to be stamped and signed by engineer of record also. 4. The cover sheet should no longer note concrete over 2500 psi as no longer applies. 5. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Could not determine where field welding applies as no details provided and please provide soils report to verify if soils compliance is required. Is Geo Soils to inspect retro fit hold downs. Under duties clearly note what is required i.e. reference all applicable details/locations on the plans. 6. Per City requirements listed below a soils report is required for this project. No report provided. 7. Show or note that battery operated smoke detectors is required at all existing bedrooms and hallways leading to existing bedrooms and on each floor. Could not locate note or symbol on E-1 showing either existing or proposed smoke detectors. 8. Specify use of room where existing family room was. If the area between shower and exterior wall is habitable then provide adequate light and ventilation i.e. minimum 1/10 the area with 10 sq ft minimum in glazing and 1/20 the area in ventilation. The retreat requires a minimum 14 sq ft of glazing and 7 sq ft of openable. The 3'x3'2" DH window provides for example 3 V* ft of openable. Carlsbad 03-2864 01/07/04 39. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Need to provide report. 40. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Need to provide report 41. If applies: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 42. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 46. Detail and reference the requirements stated for slab and footings. For example if is unclear if this is to be 2 pour and if so show longer length anchor bolts and hold down bolts. Unclear by notes if 4 total #4's are required or 2 total. Unclear if 24" deep is 24" in to natural or 24" total. Could not determine why section on S-1 is noting 18" wide footings and 24 deep and Detail A is noting 12" wide by 18" deep? To prevent inspection problems in the field this should be resolved. 47. Plans/calculations to reflect how lateral loads are distributed from clear story area at stairs. The plans are now noting HHS 5 x 4x 3/16 columns on the 2nd floor with short shear panels. No details provided for how the beams are to resist these cantilevered columns. Beams used to resist shear walls need to be designed per Table 16-L item #4 and 1630.8.2. Once the loads are transferred to beams then where does the load path go? No continuous beam shown to be in line with 14 ft shear wall/ drag members or connections shown? Where do lines 2 and 3 go? Please provide details and a written description how loads are to be transferred from all four sides of upper clear story to foundation below. 48. The plans still need to be reviewed. Could not locate some of the key note call outs i.e. where is key note 7 as referenced on foundation plan on S-1. This seems to occur in various places. Please go thru plans carefully to verify that plans reflect a complete and vertical load path from roof sheathing to foundation. Could not locate shear schedule on this submittal set. Carlsbad O3-2864 01/07/O4 52. Plans are lacking required sections to verify type of construction i.e. at nook area it is unclear how roof members are to be structurally supported. If applicable detail and reference all post to beam supports i.e. king post etc. Appears using a tension and compression ring. Please provide detail where referencing keynote 8 and show any straps tying hips together. CITY OF CARLSBAD REQUIREMENTS 64. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. in area and only one story, then a soils report is not required. Room addition is over 1000 and 2 stories. • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 03-2864 01/07/04 City of Carlsbad ^r '••^•••••••^•I^^^^Mi^^l^HM^^HHH^^^H^^^^^^Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 03-2864 Job Address or Legal Description 1653 James Place Owner . __^ Address . You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) Carlsbad O3-2864 ,10/28/03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: /& O 3 JSg J PLAN CHECK NUMBER: CR ift'ttfL y OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction projecHd at the site listed above. Engineer's/Architect's Seal Here Signed & Signature _ 1. List of work requiring special inspection: O Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSI D Prestressed Concrete O Structural Masonry O Designer Specified Field Welding I .-v ^ D Higfatrength Bolting ^3 Expansion/Epoxy Anchors \_\ Sprayed-On Fireproofing D Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. &~£r£> g>g)i (^ B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. EsGil Corporation In (Partnership tvitH government for (Buibfing Safety DATE: 10/28/03 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O3-2864 SET:! PROJECT ADDRESS: 1653 James Place PROJECT NAME: Room Addition for Davis Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: Gary Curtis 28105 Marguerite Pkwy. B#130 Mission Viejo. Ca. 92692 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: Gary Curtis (w- M) Telephone #: (949) 882-1339 Date contacted:fo /2.<9/t?3(by: j<x ) Fax #: Mail --Telephone f Fax In Person REMARKS: By: Ray Fuller Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/20/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4- Fax (858) 560-1576 Carlsbad 03-2864 10/28/O3 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 03-2864 JURISDICTION: Carlsbad PROJECT ADDRESS: 1653 James Place FLOOR AREA: Addition 1058 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/17/03 DATE INITIAL PLAN REVIEW COMPLETED: 10/28/03 STORIES: 2 HEIGHT: 21ftperUBC DATE PLANS RECEIVED BY ESG1L CORPORATION: 10/20/03 PLAN REVIEWER: Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list for a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 03-2864 10/28/03 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only willViot be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Final sets of plans and any new calculations to be stamped and signed by engineer of record also. 2. Generally the Plans are incomplete and a thorough Plan Check can not be done. The following list is a general list only and corrections may follow when the clarity of plans and work to be performed are clearly reflected, 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO Waiting for soils report FOUNDATION INSPECTION • STRUCTURAL CONCRETE Foundation plan is noting 4500 PSl concrete OVER 2500 PSl • EXPANSION/EPOXY ANCHORS 4. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 5. Per City requirements listed below a soils report is required for this project. 6. Specify proposed use of all rooms. Carlsbad O3-2864 10/28/O3 7. Show or note that battery operated smoke detectors is required at all existing bedrooms and hallways leading to existing bedrooms. 8. Specify use of room where existing family room was. If the area between shower and exterior wall is habitable then provide adequate light and ventilation i.e. minimum 1/10 the area with 10 sq ft minimum in glazing and 1/20 the area in ventilation. 9. Detail and reference a section thru laundry chute. This must be detailed to show 5/8X at exterior of shaft with 2 x4 framing and either.26 gauge galvanized sheet metal with joints lock lapped metal or 5/8X at the interior of the shaft to continue thru floor joists. Show 1 hr protection thru the floor i.e. 2 2x solid blocks or continue shaft thru this area. Show 1 3/8 solid core self closing doors. Please review Section 711 and show how it complies. 10. Plans to reflect tempered window locations i.e. within 24" of interior and exterior doors. See sidelights at entry, nook area etc. 11. Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 2904. Water closet in existing family room area generally requires minimum 41/2 ft to 5 ft length in order to obtain minimum 24" clearance in front. 12. Is existing fireplace in family room to remain? 13. Show or note that doors may open to the exterior only if the exterior landing is not than more than one inch lower than the door threshold. Section 1003.3.1.6 See nook area for example. 14. Plans to reflect sizes of all proposed windows i.e. at clear story. 15. Guardrails (Section 509.1): a) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 16. Provide stairway and landing details. Sections 1003.3.3. a) Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. 17. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting Carlsbad 03-2864 10/28/03 from walls shall have at least 1-1/2 inches between the wall and the handrail. c) Ends of handrails shall be returned or shall have rounded terminations or bends. 18. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1003.3.3.9. Detail and reference penetration of 5/8X with exhaust fan or show/note this to be wall mounted. 19. Specify roof material and application. Chapter 15. 20. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 21. Per local ordinance, a Class A roof is required. 22. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. 23. Show the required ventilation for attics or at enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters per City requirements. The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 24. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. 25. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. 26. Plans to reflect how outside required combustion air is provided to the garage as not large enough for what appears to be 2 water heaters and FAU. 27. Energy calculations are reflecting 1 water heater and plans are reflecting 2. Please revise energy calculations. Carlsbad O3-2864 10/28/03 28. Owner/designer to sign the CF1-R forms. 29. Show the T&P for the water heater extending to exterior of garage. 30. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. d) Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. e) Note on the plans that approved spark arresters shall be installed on all chimneys. UBC, Section 3102.3.8. 31. Show dryer vent to the exterior-maximum 14 ft with 2 elbows if 4" or 23 ft if 5" noted. Show termination to be 3 ft minimum from any opening. 32. Note or show that 100 sq inches of make up air required at the laundry room (to replace air being exhausted by dryer vent). UMC 504.3.2 and UMC 908.2. 33. Show size and location of existing service and is it adequate for these additions. 34. Cover sheet to reflect the sq footages of covered porches. 35. No section/details provided for entry. Where are ceiling size and space noted, ridge size, post to footing and post to beam connections? 36. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting 1" minimum above floors, unless approved wood of natural resistance to decay or treated wood is used. Section 2306.5. 37. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2306.5. 38. Plans to note if beams are to be dropped or flush. If dropped then note minimum 7' head clearance and show required straps if held flush to top plates. If beams are flush then calculations and plans to reflect any required taper cuts. 39. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Carlsbad O3-2864 10/28/03 40. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 41. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. 42. If applies: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 43. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 44. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806,6, 45. Show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 46. Detail and reference the requirements stated for slab and footings. For example if is unclear if this is to be 2 pour and if so show longer length anchor bolts and hold down bolts. Unclear by notes if 4 total #4's are required or 2 total. Unclear if 24" deep is 24" in to natural or 24" total. 47. Reference all details to all applicable places on the plans and cross out or delete those that do not apply. 48. Detail and reference 5/8" retro fit anchor bolts required to be added for new shear walls at existing foundation. If using redheads, then note size, type and length. If epoxied then note size of all thread, depth of embedment and epoxy type and ICBO/NER number. Any shear panel lengths less than 4 ft will require retro fit hold downs. Specify type of hold down and all thread size, length and depth of embedment. This will require special inspection to be noted at detail and cover sheet of plans. 49. Plans/calculations to reflect how lateral loads are distributed from clear story area at stairs. 50. Detail and reference radius sill and sole plates. Carlsbad 03-2864 10/28/03 51. Show support for all point loads i.e. size of members supporting beams with large spans. Check that foundation is adequate to support point loads. 52. Plans are lacking required sections to verify type of construction i.e. at nook area it is unclear how roof members are to be structurally supported. If applicable detail and reference all post to beam supports i.e. king post etc. 53. Provide structural details to include stringer size, spacing and how stringers are supported at the top and bottom of runs and reference to the plans. 54. Specify length of all shear panels at their respective locations. Detail and reference how maximum aspect ratio of 2 to 1for shear panels is meant i.e. size and number of blocks, strap type and size at window/door openings. 55. Detail and reference all shear locations with a detail showing shear extending to floor/roof sheathing. Detail to include edge nailing of roof diaphragm to members below. 56. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art, 210-12(b). 57. Specify ceiling heights for all propose work. Show adequate ceiling joist size and spacing. 58. Overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads. 59. Could not determine how some of the beam spans were determined i.e. RB 6 with a span of 16ft. 60. Detail and reference intersection of beams i.e. FB1 to FB2. 61. Per Hardy Frame listing sheets HF1-4 to be printed and included in plans. 62. Detail and reference additional steel depth of footing for 1 1/8 "bolts. Please verify that soil bearing and foundation are adequate for compression and tension loads. 63. Plans need to be reviewed by designer of record, stamp and signed showing that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation. • CITY OF CARLSBAD REQUIREMENTS Carlsbad 03-2864 1O/28/O3 64. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. in area and only one story, then a soils report is not required. Room addition is over 1000 and 2 stories. • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction Jist? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 03-2864 10/28/03 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 03-2864 Job Address or Legal Description 1653 James Place Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Carlsbad O3-2864 10/28/O3 Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet, (over) Carlsbad O3-2864 10/28/03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: _ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (DEC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed __^_ I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engineer's/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection: CJ Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting D Prestressed Concrete D Expansion/Epoxy Anchors [H Structural Masonry Q Sprayed-On Fireproofing d Designer Specified d Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 03-2864 1O/28/O3 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2864 PREPARED BY: Ray Fuller DATE: 1O/28/03 BUILDING ADDRESS: 1653 James Place BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) 1058 CB Valuation Multiplier Per City Est. By Ordinance Reg. Mod. VALUE ($) 107,916 .. 107,916 $571.20 Plan Check Fee by Ordinance Type of Review: CU Repetitive FeeRepeats Complete Review D Other r-i Hourly Structural Only Hour Esgll Plan Review Fee $371.28 $319.87 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works — Engineering DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB ASSESSOR'S PARCEL NUMBER: APPROVAL ENGINEERING DEPARTMENT 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 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 OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: s ATTACHMENTS D Dedication Application D Dedication Checklist HI Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application Q Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING PEPT. CONTACT PERSON Name: TANIYA BARROWS City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92Q06 Phone: (760) 602-2773 ; CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 602-2720 • FAX (76O) 6O2-8562 F:\SUILCHNG PLANCHECK CKLST FORM,** j R*V. 7/14/00 BUILDING PLANCHECK CHECKLIST iST SITE PLAN 1 . Provide a fully dimensioned site plan drawn to scale. Show: Arrow Existing & Proposed Structures sting Street Improvements ^ . . 'roperty Lines £T Easements n 2. Show on site plan: Width & Adjacent Streets ,^r~Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service 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." _43r~€xisting & Proposed Slopes and Topography , 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. >ewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: "address ' ,,* assessor's Parcel Number ' * • C. Legal Description . '' , ^ ~1 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.doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST , 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D 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 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. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittaf 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:«UILOIMO PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST iST ,ND ,RD n n n checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary 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: n n 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood 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. D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. n n n 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:\BUILDING PLANCHECK CKLST FOftUMc Rtv. 7'14flO BUILDING PLANCHECK CHECKLIST -ST 2ND 3*° D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or i 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 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: D D D 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. D D D 11. Q Required fees are attached Q No fees required WATER METER REVIEW D D D 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:\BUILDINGPLANCHECKCKLSTFORM.doc c Rw. 7/14/00 BUILDING PLANCHECK CHECKLIST iST ,ND jRD 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:\BUILEHNG PLANCHECK CKLST FORM.doc R0V.T/1VOO BUILDING PLANCHECK CHECKLIST - ST z o service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D 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: F:\BUILOING PLAMCHECK CKLST FORM.**: ^%~T$ T?*~. r rx 3 u> 3I I I k "2? ^ J=^£- 5 8 8« IS •§illo o o a. E. E PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Pl A Rebeca Vazquez Address Phone (760) 602-4625.. Type of Project & Use: Zoning: /€/ General Plan:. CFD (in/out) #_Date of participation:. Net Project Density:.DU/AC Facilities Management Zone: __ Remaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit: ) Legend: E] Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES _ NO _^_ TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: • _ _ _ Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO X TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES. CA Coastal Commission Authority? YES.NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 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 Coastal Permit Determination Form now. Coastal Permit Determination Log #: _ _ • NO Fol low-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 , 1 993.) 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 CH D D D nn l~l 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. NO V 2. Project complies YES NO Zoning: 1 . Setbacks: Front: Required O< O Interior Side: Required / O/ Street Side: Required ' Rear: Required ^ C^ ' Top of slope: Required 2. Accessory structure setbacks: Front: >y Required Interior SioV Required Street Side: \, Required Rear: \ Required Structure separation: Required 3. Lot Coverage: Required ^/O /oa T i —- / / 4. Height: - Required O^ 5. Parking: Spaces Required CX (breakdown by uses for commercial and Residential Guest Spaces Required Additional Comments jMoZfc X»jaVl£/£ 1 *\-\* 6"Shown oidl o Shown to* Shown Shown c ^(O ' Shown Shown Shown Shown Shown Shown Shown oc£> /c» Shown ^cSO7 Shown O( industrial projects required) Shown heichJ- ,s)SbnnaA^ £)frc$f flfth"^ /l£{h/ify/~ G'f* /y&3&?&G/ &dn//fi&n$* F ' C/ ' g£h£ ^D ENTERED APPROVAL INTO COMPUTER #3b& ^^-* / / a^fe . DATEvflEKK^ H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 11/25/03 JOB INFORMATION: DAVIS ADDITION 1653 JAMES ST CARLSBAD, CA 92008 Job Number : 03D063A ENGINEER: Ed Foerstel 915 A Calle Amanecer San Clemente, CA 92673 License: S.E. 957 Phone: (949) 492-5981 This residence engineered using the "EngEd Wood Frame Residential" software package The person using this program is reponsible for verifying the accuracy of all computations and results. EngEd assumes no legal or financial responsibility for the safety or integrity of any structure or member designed using the EngEd Wood Frame Residential Software Package. D HJ OUJ a:oo a. Q OOLU CO MapQuest; Maps: print Page 1 of 1 1=1 Send To Printer Back to Map 1653 James Dr Carlsbad CA 92008-1955 US Notes: Book o Hotel: Save up to 70% on Orbitz Savers Nationwide! Book Now! O2003 MaoOueBt.com. I no.;O2003 Navhatbn Teonnobq All rights reserved. Use Subject to Ucgnse/Copyright This map is Informational only. No representation is made or warranty given as to its content. User assumes aH risk of use. MapQuest and Its suppliers assume no responsibility for any toss or delay resulting from such use. Privacy Policy & Legal Notices © 2003 MapQuest.com, Inc. All rights reserved. http://www.mapquest.com/maps/prinladp7mapdata-jZ2g%2b%2fXW8V9h7jAHmZMKZ... 7/29/2003 Active Fault Near-Source Zones This map is intended to be used in conjunction with the 1997 Uniform Building Code, Tables 16-S and 16-T 00 o>cp_VIJ?roto2.5*Ro co oo en5. 3 g sr zoCDco M -*g-srCD 3 3 < =• -Qs» a! s 2-<r _fl^wf^SftS.oo <o fO CD M o o O o COengu fftill 2^11< _iCD^±OT3 CD"O CCD — T5 _ ^{UXCDfiT (O O3CO Oro roO OD 0X X 0 OCX Q.§>© ro ro o pr> oi tro ->. at co ct Q." <tt CD ^23 &° OS °2 •55 9, o 0 0 en SC 8)@_» - CD_^ —S. p^° o CO °2 eo D - W 2 X D) en X _ en 0 sf Q CO(D O * 1 §) W CO © ^ "S "^ 0p oo COen cIO NO OD OX X 0 OCL Q. §>©ro ro o p O 0 10 _* CO CO CL 0.CO CD 13 01 £". 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CO » O) 9 ao o %n 62§>x x 3 * S ~ S!1 1 y) w 00 j± 9 n oeo coCO COO o•a TI< *<CO OOCL CL §) ©) CO CO p po o ro -* CO CO CL CL CD CD cn roro coO 0 en cn DO CO ©(§> GO a> D O o" ?T en en CO CO (3>© -^ eo» GO y y,r> o CO COa. a. y Ky CO CO p po o OS -*CO5 $r» *k §" £ <» CDCQ CDCD 5- co £ 01 CD O ? en DO ©z w ^ e z z a. v ^ eg ^ po aCD9jCOCDQ]Q)(D O CO 3. O •P ,13 3. o -n-" o 2. a. » S-o 3" •v^ CD n -^ R O o ^ io" Oi o"3 ?pwi(D ~» Is B w= j,...j „ .-- STRONG-WALL SHEARWALL CODES: See page 8 for Code Listing Key Chart. The Strong-Waif Sheanvall can be installed around window and door openings, on garage' wing walls, Interior walls,or any other locations where increased lateral resistance Is required. Strong-Wair Shearwalls can reduce the amount of wall space required for sriearwalls, allowing for more windows and doors in house designs. Standard models are used for slab-on-grade. applications where the wall will bear directly on concrete. Simply fasten the bottom of the1 ^wall to the embedded bolts with the provided hardware. The top of the wall attaches with pYe-lnstalled SDS screws to double top plates or can fasten to various header materials. • Naming Scheme -8' to 10' SW24x8 Strong-Wall—' I Width (In.) Nominal Height (ft.) Naming Scheme -12' SW24x12x6 Strong-Wall—' | ' Width (In.) Nominal Height (ft.) w L Nominal Wall Thickness (In.) Standard Strong-Wall* Shearwall U.S. Patents 5,706,626; 6,006,487, 6,109,850, and 6,327,831 STANDARD STRONG-WALL • PREFABRICATED • The high-strength frame comes wjjh the sheathing and holdowns pre-attached. Additional Installation hardware is included. EASY TO INSTALL - Reusable templates locate the required holdown and mudsill anchor bolts accurately In the foundation. The walls are then placed over the anchor bolts followed by a simple top and bottom plate attachment. INSTALLATION GUIDE - Attached to every wall. STATE-OF-THE-ART TESTING - Third-party documentation of our cyclic testing verifies the Strong-Wall* Shearwall's high design loads. QUALITY ASSURANCE - No^Equal quality controlled manufacturing reduces Inspection problems commonly faced with site built shearwalls. SUPPORT AND SERVICE - Simpson provides the best engineering technical support and experienced field representation available to assist you. For holdowns, anchor bolt nuts should be '/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to notover-torque the nut. NOTE: The Engineer of Record is responsible for concrete design. 1. For plywood shear panel, add "P" to model name (e.g. SW24x8P), and multiply the table loads by 0.88. 2.For two-pour applications, usa the SSTB34. Sea the SSTB anchor bolti for allowable loads and Installation. Alternate W diameter anchorage .may be required depending on load. 3.Recommended minimum W x 12' mudsill anchor. 4.Maximum stilm height between Strong-Wall and top plates or header Is %", Shims of greater thickness will result In load reductions. 5. Sae allowable vertical load table on page 31 (or Strong-Wall maximum overturning. 6. Standard walls may be Installed with sheathing lacing Inside or outside. 28 The building designer shall verify that these details are consistent with the complete load path requirements of the structure. ANCHOR SYSTEMS - SET/ET/AT HJCH STRENGTHA NCHOKINC ADHESIVES Request our Anchor Systems Catalog for complete information. Simpson Strong-Tie now offers two types of high-strength adhesive anchoring cartridge systems. Epoxy-Tie adhesives are two-component, iow-odor, 1:1 ratio, 100% solids epoxy based adhesives. Simpson's new Acrylic-Tie is a two-component, 10:1 ratio, acrylic based adhesive. Acrylic-Tie's innovative chemistry allows easy dispensing, cure at temperatures down to 0° F, as well as fast cure at temperatures at or above 40°F. Both systems feature simultaneous dispensing of resin and hardener/initiator through a static mixing nozzle (except SET-PAC). APPLICATION: • Surfaces to receive adhesive should be clean. • For epoxy products, the base material temperature must be 40° F or above at the time of application. For best results the adhesive should be 70-80° F at the time of application. • For Acrylic-Tie trge base material must be 0°F or above at the time of installation. • To warm cold epoxy cartridges before use, place them in a-uniformly heated area for a sufficient time to allow epoxy to warm completely. Do not immerse the cartridges in water to facilitate warmfng. • Mixed epoxy material in the nozzle can harden in 5-7 min. at 40° F. Mixed epoxy material can harden in SET-PAC or the nozzle in 5-7 min. INSTALLATION (Epoxy-Tle and A&rylle-Tle): • Drill hole to specified diameter and depth. Always wear safety glasses. • Remove dust from the hole with oil-free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in the hole will reduce the adhesive's holding capacity. • Before using, dispense a bead of adhesive off to the side to check for proper mixing, indicated by a uniform gray color. Fill hole halfway, starting from the bottom of the hole to avoid air pockets. Withdraw nozzle as hole fills up. • Anchors must be clean and oil-free. Insert anchor, turning slowly until the anchor hits the bottom of the hole. Do not disturb during cure time. CODES: • ICBO ER-5279 (SET); ER-4945 (ET); ER-5791 (AT); City of L.A. RR 25279 (SET); RR25185 and RR 25120 {ET); RR 25459 (AT); SBCCI 9706 (SET); 94145 (ET). Tension and Shear Loads for Threaded Rod Anchors in Concrete Cure Time AT SET ET 24hrs 8hrs 4hrs Ur — — 72hrs 24hrs 24hrs 12hrs 25 min 20 min Sill Plate Shear Loads (SET/ET/AT) Based on Concrete Edge Distance Load Applied Parallel to Concrete Edge 4V4 10 8496 8857 2125 2215 Edge and end distances for threaded rod In concrete slab corner condition 1. The allowable load tor the anchor will be the lesser of the wood bearing capacity or concrete strenfltn. Tension Loads for Threaded Rod Anchors in Concrete Foundation Stemwall Installation Edge and end distances (or threaded rod In concrete stemwall corner Installation Shear Load Based on Cone. Edge Distance 5, B, 13 & 30 oz AT 34 I.The allowable tension loads based on bond strength and the allowable shear loads based on concrete edge distance are based on a safety factor of 4.0. 2.The allowable tension load is the lesser of the allowable load based on bond strength and the allowable load based on steel strength. 3.The allowable shear load is the lesser of the allowable load based on concrete edge distance and the allowable load based* on steel strength. 4.The allowable loads may be Increased by 33 1/3 percent for short-term loading dug to wind or seismic forces with no further Increase allowed. 5. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use In fire-resistive construction, the anchors can afso be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions. 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration Is given to fire-exposure and elevated temperature conditions. 7.TFio tabled values are (or concrete edge distance ot 1Hx embedment and spacing ot 4 x embedment. B. Sea the Simpson Anchor Systems catalog for reduced edge distance and reduced spacing requirements, allowable load adjustment tor temperature and other Important Information. . , DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A CODE VALUES CODE VALUES FOR DOUGLAS FIR LARCH Bending Stress for No. 1, 5"+ = 1350.0 Shear Stress for 2" to 4" = 95.0 Shear Stress for 5"+ = 85.0 Glu-Lam Combination Stress = 2400.0 Glu-Lam Horizontal Shear = 155.0 Roof Live Load = 20.0 Roofing Dead Load = 5.0 Sheating Dead Load = 1.5 Rafter Dead Load = 2.5 Misc. Dead Load to Rafter = 0.0 Total Dead Load to Rafter - 9.0 Ceiling Dead Load = 5.0 Other Dead Load - 0.0 . Total Roof Dead Load = 14.0 Floor Live Load - 40.0 Floor Dead Load = 4.0 Floor Joist Dead Load - 3.0 Ceiling Dead Load = 5.0 Other Dead Load = 0.0 Total Floor Dead Load =* 12.0 Deck Live Load = 60.0 Stucco Wall Dead Load - 16.0 Veneer Wall Dead Load = 56.0 Wood Frame Interior Dead Load - 10.0 All Soil Bearing Cont. Footing = 1000.0 All Bearing for Isolated Pads = 1000.0 Other Soil Bearing Values = 200.0 Concrete Strength « 2000.0 "••«"*""" Kevnforcing Steel Stress i"f"*r" ". - 300&Q.O Reinforcing Steel: ASTM A 615 GD 40.0 CODE: = 2001 CBC LUMBER: = DF-Larch Glu-Lam Combination Number: = 24F - 2 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 Rafter w/ Cant. Load #1: Rafter Joist #1: Rafter Joist #2: Rafter Joist #3: Rafter Joist #4: Hip and Valley Beam #1: Hip and Valley Beam #2: Hip and Valley Beam #3: Hip and Valley Beam #4: Hip and Valley Beam #5: Roof Beam #1: Roof Beam #2: Roof Beam #3: Roof Beam #4: Roof Beam #5: Roof Beam #6: Roof Beam #7: Roof Beam #8: Roof Beam #9: Roof Beam #10: Roof Beam #11: Roof Beam #12: Roof Beam #13: Roof Beam #14: Roof Beam #15: Roof Beam #16: Wall Header #1: Roof Beam w/ Cant. Load #1: Roof Beam w/ Cant. Load #2: Koor — uju nmm w^ >.. one J_iu ffii. Floor Joist #1: Floor Beam #1: - JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A 2x8 2x6 2x6 2x6 2x8 4x8 4x6 2 x 10 2x6 2x8 4x8 2 x 10 2x6 2 x 12 4x8 6 x 12 6 x 10 2x6 4 x 10 4 x 10 12 x 12 6 x 10 6 x 10 4 x 12 4x8 4 x 12 4x4 4x8 12 x 14 O J. / O X ~±V *y * 2x6 6 x 12 1 - MEMBER SUMMARY Span = 7 '-6" Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span - Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = Span = opan — Span = Span = 8'-0" 6'-3" 14 '-3" 16 '-0" 12 '-0" 12 '-0" 14 '-3" 5 '-6" 9'-0" 8 '-6" 8 '-6" 4'-0" 12 '-0" 6'-0" 12 '-6" 14--0" 4'-0" 10' -6" 14'-3" 20 '-6" 14 '-6" 13 '-6" 12 '-6" 8'-0" 8'-0" 3 '-6" 2'-0" 2 '-6" o n i c. «zu — b 3'-6lf 7'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 Floor Floor Floor Floor Floor Floor Floor Floor Beam w/ Cant. Floor Beam w/ Cant. Floor Beam w/ Cant. Beam #2: Beam #3: Beam #4: Beam #5: Beam #6: Beam #7: Beam #8: Load #1: Load #2: Load #3: Floor GL Beam w/ Cone Ld #7: Pad #1: fad #2: Pad #4: Pad #5: Pad #6: Pad #7: Wall #1: Wall #2: Wall #3: Wall #4: Wall #5: Wall #6: Wall #7: Wall #8: Wall #9: Wall #10: Wall #11: Wall #12: MPMM* .Muni •*"""' JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A 6 x 10 6 x 10 4 x 12 4 x 12 4x6 12 x 16 4 x 12 6 x 12 6 x 10 6 x 12 8 3/4" x 12" O'-ll" SQ. x 3 '-6" SQ. x 2 '-4" SQ. x 2'-7" SQ. x 2 '-4" SQ. x 3'-2" SQ. x Sched. #1, 1 Sched. #12, Sched. #12, Sched. #8, 1 Sched. #13, Sched. #11, Sched. #1, 1 Sched. #8, 1 Sched. #12, Sched. #18, Sched. #12, Sched. #10, 18 Thick 18 Thick 18 Thick 18 Thick 18 Thick 18 Thick side 1 side 1 side side 1 side 1 side side side 1 side 1 side 1 side 1 side MEMBER SUMMARY Span = 6 '-6" Span = 6 '-6" Span = 2'~6" Span - 12 '-0" Span = 5 '-6" Span = 24 '-6" Span = 3'-0" Span = 3'-0" Span = 3'-On Span = l'-6" Span = 24 '-6" ^iinmrt*!*.^.*^...., L- — - - 2 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Rafter w/ Cantilever Load #1: LL = 16.0 DL = 9.0 TL = 25.0 Tributary - 1.3 Span - 7.5 E = 1700000.0 P = 0.0 w ^ 25.0 * 1.3 delta max - ( 7.5 * 12) / 120 w = 33.25 delta max = 0.75 I = 0.0 M = ( 0.0 * 7.5) + (33.3 * 7.5 (A2)) / 2 = 935.2 f(b) = (935.2 * 12) / (13.1 * 1.25) f(b) = 683.22 (after Joist #1: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 1.3 Span - 8.0 E = 1700000.0 w = 30.0 * 1.3 w = 39.90 delta max = ( 8.0 * 12) / 180 delta max - 0.53 (5.0 * 39.9 * 8.0 (A4) * 1728.0) — — — — ..-._ — — — — -— — — —(384.0 * 0.53 * 1700000.0) - 1 - ROOF FRAMING Rafter w/ Cant. Ld. #1 2 x 8 - #2 @ 16" O.C. Span - 7'-6" DATE : 11/25/03 ENGINEER; NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A M = {39.9 * 8.0 C*2)) / 8 MOMENT (M) = 319.20 FT-LB f (b) ** (319.2 * 12) / ( 7.6 * 1.25) f(b) = 405.17 Rafter Joist #2: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 1.3 Span = 6.3 E » 1700000.0 w = 30.0 * 1.3 w « 39.90 delta max = ( 6.3 * 12} / 180 delta max = 0.42 (5.0 * 39.9 * 6.3 ("4) * 1728.0) (384.0 * 0.42 * 1700000.0) M = (39.9 * 6.3 (A2)) / 8 MOMENT (M) = 194.82 FT-LB f(b) = (194.8 * 12) / ( 7.6 * 1.25) f(b) = 247.30 = 1.93 after Joist #3: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 1.3 Span =14.3 E = 1700000.0 - 2 - ROOF FRAMING Rafter Joist #1 2 x 6 - #2 @ 16" O.C. Span - 8'-0" Rafter Joist #2 2 x 6 - #2 @ 16" O.C. Span = 6'-3" DATE : 11/25/03 ENGINEER; NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A w - 30.0 * 1.3 w * 39.90 delta max = (14.3 * 12) / 180 delta max - 0. 95 (5.0 * 39.9 * 14.3 (A4) * 1728.0) I _ —(384.0 * 0.95 * 1700000.0} M = (39.9 * 14.3 ("2)) / 8 MOMENT (M) =* 1012.77 FT-LB f(b) - (1012.8 * 12) / ( 7.6 * 1.25) f(b) = 1285.55 Rafter Joist #4: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 1.3 Span =16.0 E = 1700000.0 w = 30.0 * 1.3 w = 39.90 delta max = (16.0 * 12) / 180 delta max = 1.07 (5.0 * 39.9 * 16.0 ("4) * 1728.0) (384.0 * 1.07 * 1700000.0) M - (39.9 * 16.0 (A2)} / 8 MOMENT (M) ~* (1276.8 * 12) / (13.1 igTiflfT' f 1276.80 FT-LB - 932.82 - 3 - ROOF FRAMING Rafter Joist #3 2 x 6 - #2 @ 16" O.C. Span = 14'-3" Rafter Joist #4 2 x 8 - #2 @ 16" O.C. Span - 16'-0" DATE : 11/25/03 ENGINEER; NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Hip and Valley Beam #1: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 8.0 Span =12.0 E = 1700000.0 w - 30.0 * 8.0 W = (240.0 * 12.0} / 2.0 delta max = (12.0 * 12) / 180 VL = 1440.0 * 0.33 VR = 1440.0 * 0.66 w = 240.00 W = 1440.0 delta max = 0.80 VL = 475.2 VR = 964.8 (0.01304 * 1440.0 * 12.0 ("3)* 1728) ! = = 41.23 ( 0.8 * 1700000 .00) M = 1440.0 * 12.0 * 0.1283 M = 2217.02 f(b) = (2217.0 * 12) / (30.7 * 1.25) f(b) = 694.18 lip and Valley Beam #2: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 8.5 Span =12.0 E = 1700000.0 w = 30.0 * 8.5 W --fji w = 255.00 W delta max = (12.0 * 12) / 180 VL = 1530.0 * 0.33 VR = 1530.0 * 0.66 delta max = 0.80 VL = 504.9 VR = 1025.1 ROOF FRAMING Hip and Val #1 4 x 8 - #2 Span = 12'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A (0.01304 * 1530.0 * 12.0 ("3)* 1728) I = = 43.80 { 0.8 * 1700000.00) M = 1530.0 * 12.0 * 0.1283 M = 2355.59 f(b) = (2355.6 * 12) / {17.6 * 1.25) f(b) = 1281.23 iip and Valley Beam #3: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 4.5 Span = 14.3 E = 1700000.0 w = 30.0 * 4.5 W = {135.0 * 14.3) / 2.0 delta max = (14.3 * 12) / 180 VL = 961.9 * 0.33 VR = 961.9 * 0.66 w = 135.00 W = 961.9 delta max = 0.95 VL = 317.4 VR = 644.5 (0.01304 * 961.9 * 14.3 (A3)* 1728) = 38.83 ( 0.9 * 1700000.00) M = 961.9 * 14.3 * 0.1283 M = 1758.57 f(b) = (1758.6 * 12) / (21.4 * 1.25) f(b) = 789.26 ROOF FRAMING Hip and Val #2 4 x 6 - #2 Span = 12'-0" Hip and Val #3 2 x 10 - #2 - 5 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A ROOF FRAMING Hip and Valley Beam #4: LL = 16.0 DL = 14.0 TL = 30.0 Tributary *= 4.0 Span = 5.5 E = 1700000.0 w = 30.0 * 4.0 W - (120.0 * 5.5) / 2.0 delta max * ( 5.5 * 12) / 180 VL = 330.0 * 0.33 VR = 330.0 * 0.66 w = 120.00 W - 330.0 delta max = 0.37 VL = 108.9 VR = 221.1 (0.01304 * 330.0 * 5.5 ("3)* 1728) I = — — —• "**~~ — — — _______ — _ — __ = 1. ( 0.4 * 1700000.00) M = 330.0 * 5.5 * 0.1283 f(b) = (232.9 * 12) / ( 7.6 * 1.25) M = 232.86 f(b) = 295.58 lip and Valley Beam #5: LL = 16.0 DL = 14.0 Tributary = 7.0 E = 1700000.0 TL = 30.0 Span = 9.0 w = 30.0 * 7.0 W = (210.0 * 9.0) / 2.0 delta max = ( 9.0 * 12) / 180 w = 210.00 W = 945.0 delta max - 0.60 "BF* Wb."a'*- 0,33 VR = 945.0 * 0.66 VL VR = 633.2 - 6 - Hip and Val #4 2 x 6 - #2 Span = 5'-6" DATE : 11/25/03 ENGINEER: ' NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A (0.01304 * 945.0 * 9.0 (A3)* 1728} T . — 1 K TO-L— — —-_!_„>. ZZ ( 0.6 * 1700000.00} M = 945.0 * 9.0 * 0.1283 M = 1091.19 f(b) = {1091.2 * 12) / (13.1 * 1.25} f(b) - 797.22 Roof Beam w/ Cantilever Load #1: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 8.0 Span = 2.0 E = 1700000.0 P = 1608.0 w = 30.0 * 8.0 delta max = ( 2.0 * 12) / 120 w = 240.00 delta max = 0.20 (240.0 * 2.0 (A4) * 1728.0) I = = 24.23 (8.0 * 0.20 * 1700000.0) (1608.0 * 2.0 (A3) * 1728.0) {3.0 * 1700000.00 * 0.2} VL = VR - 1608.0 + (240.0 * 2.0) = 2088.00 M = {1608.0 * 2.0) + (240.0 * 2.0 (A2)) / 2 = 3696.0 f (b) = (3696.0 * 12) / (30.7 * 1.25) f(b> = 1157.26 Area = 1.5*(1608.0 + 240.0 * ( 2.0 - 0.7))/{95.0 * 1.25); Area =24.4 7 - ROOF FRAMING Hip and Val #5 2 x 8 - #2 Span = 9'-0" -Beam #1: (Cant. Load) 4 x 8 - #1 Span = 2'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST, CA ZIP 92008 JOB # 03D063A Roof Beam w/ Cantilever Load #2: LL = 16.0 DL = 14.0 TL = 30.0 Tributary =14.5 Span = 2.5 E = 1700000.0 P - 9671.5 w = 30.0 * 14.5 delta max = ( 2.5 {435.0 12) / 120 2.5 (A4) * 1728.0) w = 435.00 delta max - 0.25 I = = 213.44 (8.0 * 0.25 * 1700000.0) (9671.5 * 2.5 (A3) * 1728.0) (3.0 * 1700000.00 * 0.3) VL = VR = 9671.5 + (435.0 * 2.5) = 10759.00 M = (9671.5 * 2.5) + (435.0 * 2.5 (A2)) / 2 = 25538.1 f(b) = (25538.1 * 12) / (349.3 * 1.25) f(b) = 701.88 Area - 1.5*(9671.5 + 435.0 * ( 2.5 - 1.2))/(85.0 * 1.25); ROOF FRAMING Beam #2: (Cant. Load) * SrD DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 " JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Roof Beam #1 (Unif. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 8.0 Span = 8.5 E = 1700000.0 w = 30.0 * 8.0 delta max = ( 8.5 * 12) / 180 w = 240.00 delta max = 0.57 (5.0 * 240.0 * 8.5 (A4) * 1728.0} T — — OQ OC -L — — — — — — — — — —— — £y . £<o (384.0 * 0.57 * 1700000.0) VL = VR = (240.0 * 8.5) / 2; = 1020.00 M = (240.0 * 8.5 (A2)) / 8 M = 2167.50 f(b) = (2167.5 * 12) / (30.7 * 1.25) f(b) = 678.67 Area = (1.5 * 240.0 * ( 8.5/2 - 0.7))/(95.0 * 1.25); Area =10.9 Roof Beam #2 (Unif. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 8.0 Span - 8.5 E = 1700000.0 w = 30.0 * 8.0 w -L24Q.OQ delta ^TO.-5-* 12) / 180 (5.0 * 240.0 * 8.5 (A4) * 1728.0) (384.0 * 0.57 * 1700000.0) - 9 - . 57 = 29.26 ROOF FRAMING Beam #1: (Unif. Load) 4 x 8 - #1 Span = 8'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A VL - VR = (240.0 * 8.5) / 2; = 1020.00 M = (240.0 * 8.5 (A2)) / 8 M = 2167.50 f(b) = (2167.5 * 12) / (21.4 * 1.25) f(b) = 972.79 Area = (1.5 Area = 11.6 240.0 ( 8.5/2 - 0.8))/(95.0 * 1.25); Roof Beam #3 (Unif. Load) : LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 4.0 Span = 4.0 E = 1700000.0 w = 30.0 * 4.0 delta max = ( 4.0 * 12) / 180 w - 120.00 delta max = 0.27 (5.0 * 120.0 * 4.0 * 1728.0) I == 1.52 (384.0 * 0.27 * 1700000.0) VL = VR = (120.0 * 4.0) / 2; = 240.00 M = (120.0 * 4.0 (A2)) / 8 M = 240.00 f(b) - (240.0 * 12) / ( 7.6 * 1.25) f(b) = 304.64 Area = (1.5 * 120". 0"-*?f- 4»0/2-^-~ 0 . 5) ) / (95. 0 * 1.25); Area =2.5 - 10 - ROOF FRAMING Beam #2: (Unif. Load) 2 x 10 - #1 Span = 8'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Roof Beam #4 (Unif. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary - 2.3 Span =12.0 E = 1700000.0 w = 30.0 * 2.3 delta max = (12.0 * 12) / 180 w = 69.90 delta max = 0.80 (5.0 * 69.9 * 12.0 ("4) * 1728.0) T — — O"3 QQ-L — — £.3»yQ (384.0 * 0.80 * 1700000.0) VL = VR = (69.9 * 12.0) / 2; = 419.40 M = (69.9 * 12.0 ("2)) / 8 M = 1258.20 f(b) = (1258.2 * 12) / (31.6 * 1.25) f(b) = 381.75 Area * (1.5 Area - 4.9 69.9 * (12.0/2 - 1.0))/(95.0 * 1.25); 20V , ,#>' l*W Beam (Cone. Load): LL = 16,0 DL = 14.0 TL = 30.0 Tributary = 1.3 Span = 6.0 E = 1700000.0 - 11 - ROOF FRAMING Beam #3: (Unif. Load) 2 x 6 - #1 Span = 4'-0" Beam #4: (Unif. Load) 1 DATE : 11/25/03 ENGINEER:" NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC #.S.E. 957 JOB: ' NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Beam Reactions: Roof Beam Roof Beam w = 30.0 * 1.3 delta max = { 6.0 * 12) / 180 #2, VL = 1020.00 #2, VL = 1020.00 P = Total = 2040.00 w = 39.90 delta max = 0.40 I - 0.0 A = 3.0 B = 3.0 VR = (2040.0 * 3.0)/ 6.0 + (39.9 VL = (2040.0 * 3.0)/ 6.0 + (39.9 VO = minimum (28.6, 3-0) = 3.0 3.0)-((39.9 3.0M = (1139.7 M = 3239.5 f (b) = (3239.5 -* 12) / (30.7 * 1.25) 6.0J/2 = 1139.7 6.0)72 = 1139.7 / 2) ; f (b) = 1014.34 Area = (1.5 * (1139.7 - 39.9 Area =14.1 0.7))/(95.0 * 1.25); Roof Beam #6 (Cone. Load): LL = 16.0 DL = 14.0 Tributary ^ 7.5 E = 1700000.0 TL = 30.0 Span =12.5 - 12 - ROOF FRAMING Beam #5: (Cone. Load) 4 x 8 - #1 Span - 6'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Beam Reactions: Roof Beam Hip and Valley Beam Hip and Valley Beam w = 30.0 * 7.5 delta max = (12.5 * 12) / 180 #2, VL = #2, VR = #2 VR = 1020.00 1025.10 1025.10 P = Total = 3070.20 w = 225.00 delta max = 0.83 I = 0.0 A - 4.0 B =.5 VR == (3070.2 * 4.0)712.5 + (225.0 * 12.5)72 = 2388.7 VL = (3070.2 * 8.5)712.5 + (225.0 * 12.5)72 - 3494.0 VO = minimum (10.6, 8,5) = 8.5 M = (2388.7 * 8.5)-((225.0 * 8.5 ("2)) / 2) ; M = 12175.9 f(b) = (12175.9 * 12) / (121.2 * 1.25) f(b) = 964.43 Area = (1.5 * (3494.0 - 225.0 * 1.0))/(85.0 * 1.25); Area = 46.2 Roof Beam #7 (Cone. Load) : -££ = 16.0 DL = 14.0-——Hr— Tributary = 1.3 Span =14.0 E = 1700000.0 - 13 - ROOF FRAMING Beam #6: (Cone. Load) 6 x 12 - #1 Span = 12'-6" er DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB; NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Beam Reactions: Roof Beam w = 30.0 * 1.3 delta max = (14.0 * 12) / 180 #6, VR = 2388.71 P = Total = 2388.71 w = 39.90 delta max = 0 . 93 I = 0.0 A - 6.0 B = 8.0 VR = {2388.7 * 6,0)/14.0 + {39.9 * 14.0)72 = 1303.0 VL = (2388.7 * 8.0)714.0 + {39.9 * 14.0)72 = 1644.3 VO = minimum (32.7, 8.0) = 8.0 M = (1303.0 * 8.0)-{(39.9 * 8.0 (A2)) / 2); M = 9147.5 f(b) = (9147.5 * 12) / (82.7 * 1.25) f(b) = 1061.47 Area = {1.5 * (1644.3 - 39.9 * 0.8))/(85.0 * 1.25); Area =22.7 Roof Beam #8 (Unif. Load): LL = 16.0 Tributary E-— DL = 14.0 3.0 TL = 30.0 Span - 4.0 w = 30.0 * 3.0 delta max = ( 4.0 * 12) / 180 w = 90.00 delta max = 0.27 - 14 ROOF FRAMING Beam #7: {Cone. Load) 6 x 10 - #1 Span = 14'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A (5.0 * 90.0 * 4.0 (A4) * 1728.0) T — -. — _ _ — — — _ — — 1 1 Aj_ — — —• _ J_ , _L*i (384.0 * 0.27 * 1700000.0) VL - VR = (90.0 * 4.0) / 2; - 180.00 M = (90.0 * 4.0 (A2)) / 8 M = 180.00 f(b) = (180.0 * 12) / ( 7.6 * 1.25) f(b) = 228.48 Area = (1.5 * 90.0 * ( 4.0/2 - 0.5))/(95.0 * 1.25); Area = 1.9 Roof Beam #9 (Cone. Load): LL = 16.0 DL = 14.0 Tributary = 8.5 E = 1700000.0 Beam Reactions: Hip and Valley Beam Hip and Valley Beam Roof Beam Roof Beam w = 30.0 * 8.5 delta max = (10.5 .*^12: TL = 30.0 Span =10.5 #4, VL = 108.90 #4, VL = 108.90 #8, VL = 180.00 #8, VL = 180.00 P = Total = 577.80 180 w = 255.00 delta max = 0.70 ROOF FRAMING I = 0.0 A = 5.3 B = 5.3 - 15 - Beam #8: {Unif. Load) 2 x 6 - #1 Span = 4'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A VR - (577.8 * 5.3)/10.5 + (255.0 * 10.5)72 = 1627.7 VL = (577.8 * 5.3)710.5 + (255.0 * 10.5)72 = 1627.7 VO = minimum ( 6.4, 5.3) = 5.3 M = (1627.7 M = 5030.9 f(b) = (5030.9 * 12) I (49.9 5.3)-((255.0 * 5.3 (A2)) / 2); 1.25) f(b) = 967.68 Area = (1.5 * (1627.7 - 255.0 Area =17.9 0.8))/(95.0 * 1.25); Roof Beam #10 (Cone. Load): LL =16.0 DL = 14.0 TL = 30.0 Tributary - 1.3 Span =14.3 E = 1700000.0 Beam Reactions: Roof Beam w = 30.0 * 1.3 delta max = (14.3 * 12) 7 180 #9, VL = 1627.65 P = Total = 1627.65 w = 39.90 delta max = 0.95 I = 0.0 A. - 3. 0 B = 11.3 VR = {1627.7 * 3.0)714.3 + (39.9 * 14.3)72 = 627.0 VL = (1627.7 * 11.3)714.3 + (39.9 * 14.3)72 = 1569.3 VO = minimum {15.7, 11.3) = 11.3 - 16 - ROOF FRAMING Beam #9: (Cone. Load) 4 x 10 - #1 Span = 10'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A M - (627.0 * 11.3)-((39.9 * 11.3 (A2)) / 2); M = 4528.3 f(b) = (4528.3 * 12) / (49.9 * 1.25) f(b) = 871.00 Area = (1.5 * (1569.3 Area = 19.4 39.9 * 0.8))/(95.0 * 1.25); Roof Beam #11 (Cone. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary =14.0 Span =20.5 E = 1700000.0 Beam Reactions: Roof Beam w = 30.0 * 14.0 delta max = (20.5 * 12) / 180 #10, VR = 626.95 P * Total = 626.95 w = 420.00 delta max = 1.37 I = 0.0 A = 3.5 B = 17.0 VR = (627.0 * 3.5)/20.5 + (420.0 * 20.5)/2 = 4412.0 VL = (627.0 * 17.0)/20.5 + (420.0 * 20.5J/2 = 4824.9 VO = minimum .(10.5, 17.0) = 10.5 M = (4412.0 * 10.5)-( (420.0 * 10.5 (A2)) / 2); M = 23173.9 f(b) = (23173.9 * 12) / (253.5 * 1.25) f(b) = 877.59 ROOF FRAMING Beam #10: (Cone. Load) 4 x 10 - #1 Span = 14'-3" - 17 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Area = {1.5 * {4824.9 - 420.0 * 1.0))/{85.0 * 1.25); Area =62.2 Roof GL Beam w/ Cone Ld for Roof Beam #11: S = {23173.9 * 12) / (2400.0 * 1.25) = 92.70 Area = {1.5 * {4824.9-(420.0 * 0.9)/(155.0*1.25))); Area = 6.9 Roof Beam #12 (Cone. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 9.0 Span =14.5 E = 1700000.0 Beam Reactions: Other Reaction P - Total = - 18 - 1933.50 1933.50 ROOF FRAMING Beam #11: (Cone. Load) ~ A lil -111 Span = 20'-6" GL Roof Bm (Cone Load): 5 1/8" x 10 1/2" GLB Comb. 24F Span = 20'-6" Camber = STDoa. DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A w = 30.0 * 9.0 delta max - (14.5 * 12) / 180 w = 270.00 delta max = 0.97 I = 0.0 A = 2.5 B = 12.0 VR - {1933.5 * 2.5)/14.5 + (270.0 * 14.5J/2 = 2290.9 VL == (1933.5 * 12.0)/14.5 + (270.0 * 14.5)/2 = 3557.6 VO = minimum ( 8.5, 12.0) = 8.5 M - (2290.9 * 8.5)-•( (270.0 * 8.5 (A2)) / 2); M = 9718.6 f (b) = (9718.6 * 12) / (82.7 * 1.25) f(b) = 1127.75 Area = (1.5 * (3557.6 - 270.0 * 0.8))/(85.0 * 1.25); Area =47.0 Roof Beam #13 (Unif. Load): LL = 16.0 DL = 14.0 TL » 30.0 Tributary =15.5 Span =13.5 E = 1700000.0 w = 30.0 * 15.5 delta max = (13.5 * 12) / 180 w = 465.00 delta max =0.90 4C5.Q * 13.5 4) I == 227.13 (384.0 * 0.90 * 1700000.0) VL = VR = (465.0 * 13.5) / 2; = 3138.75 - 19 - ROOF FRAMING Beam #12: (Cone. Load) 6 x 10 - #1 Span = 14'-6" ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 DATE : 11/25/03 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A M = (465.0 * 13.5 (A2)} / 8 f(b) = (10593.3 * 12) / {82.7 Area = (1.5 * 465.0 * (13.5/2 Area =38.8 M = 10593.28 1.25) f(b) = 1229.25 0.8))/(85.0 * 1.25); Roof Beam #14 (Cone. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 2.3 Span = 12.5 E = 1700000.0 Beam Reactions: Roof Beam w = 30.0 * 2.3 delta max = (12.5 * 12) / 180 #13, VL = 3138.75 P = Total = 3138.75 w = 69.90 delta max = 0.83 I = 0.0 A = 3.0 B = 9.5 VR = (3138.8 * 3.0)/12.5 + (69.9 * 12.5)72 = 1190.2 VL = (3138.8 * 9.5)712.5 + (69.9 * 12.5)72 = 2822.3 VO = minimum {17.0, 9.5) = 9.5 M = (1190.2 * 9.5)-((69.9 * 9.5 ("2)) / 2) ; M = 8152.4 f(b) = (8152.4 * 12) / {73.8 * 1.25) f(b) = 1060.05 - 20 - ROOF FRAMING Beam #13: (Unif. Load) 6 x 10 - #1 Span = 13'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Area = (1.5 * (2822.3 - 69.9 * 1.0))/(95.0 * 1.25); Area =34.8 Roof Beam #15 (Cone. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 6.5 Span = 8.0 E = 1700000.0 Beam Reactions: Hip and Valley Beam Hip and Valley Beam w = 30.0 * 6.5 delta max =( 8.0 * 12) / 180 #3, VR = #3, VR = 644.46 644.46 P =* Total = 1288.91 w - 195.00 delta max = 0.53 I - 0.0 A = 4.0 B - 4.0 VR = (1288.9 * 4.0)/ 8.0 + (195.0 * 8.0J/2 = 1424.5 VL = (1288.9 * 4.0)/ 8.0 + (195.0 * 8.0)/2 - 1424.5 VO = minimum (7.3, 4.0)= 4.0 M = (1424.5 * 4.0)-((195.0 * 4.0 (A2) ) / 2); M = 4137.8 ^ = 1295.60(4137.8 * 12) Area = (1.5 Area =16.4 (1424.5 - 195.0 0.7))/(95.0 * 1.25); - 21 - ROOF FRAMING Beam #14: (Cone. Load) 4 x 12 - #1 Span - 12'-6" DATE : 11/25/03 ENGINEER: NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Roof Beam #16 (Cone. Load): LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 5.0 Span = 8.0 E = 1700000.0 Beam Reactions: Hip and Valley Beam Roof Beam w = 30.0 * 5.0 delta max = ( 8.0 * 12) / 180 #3, VR = 644.46 #12, VR = 2290.86 Total = 2935.32 w = 150.00 delta max = 0.53 I = 0.0 A = 4.0 B = 4.0 VR = (2935.3 * 4.0}/ 8.0 + (150.0 * VL = (2935.3 * 4.0}/ 8.0 + (150.0 * VO = minimum (13.8, 4.0) = 4.0 .0)/2 = 2067.7 .0)/2 = 2067.7 M = (2067.7 * 4.0)-((150.0 * 4.0 (A2)) / 2); M = 7070.6 f(b) = (7070.6 * 12) / (73.8 * 1.25) f(b) = 919.38 Area (11 § Area = 24.2 - 150.0 * 1.0) )/(95~0 - 22 - ROOF FRAMING Beam #15: (Cone. Load) 4 x 8 - #1 Span = 8'-0" DATE : 11/25/03 ENGINEER: NAME Ed ADDR CITY ST. ZIP LIC ft Foerstel 915 A Calle Amanecer San Clemente CA 92673 S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Roof Wall Header #1: LL = 16.0 DL = 14.0 TL = 30.0 Tributary = 5.0 Span = 3.5 E = 1700000.0 P = 0.0 height = 2.0 wall_value =16.0 w = 30.0 * 5.0 delta max = { 3.5 * 12} / 180 ROOF = (30.0 * 5.0) = 150.0 WALL =16.0* 2.0 =32.0 W = 150.0 + 32.0 = 182.0 w = 150.00 delta max =0.23 (5,0 182.0 3.5 1728.0} I — (384.0 * 0.23 * 1700000.0) = 1.55 VL = (182.0 * VR = (182.0 * 3.5) / 2 3.5) / 2 M = (182.0 * 3.5 * 3.5) /8.0 f(b) = (278.7 * 12) / ( 7.1 * 1.25) VL = 318.50 VR = 318.50 M = 278.69 f(b) = 374.39 Area = (1.5 * 182.0 * ( 3.5/2 - 0.3))/95.0; Area = 4.1 - 23 - ROOF FRAMING Beam #16: (Cone. Load) 4 x 12 - #1 Span = 8'-0" Roof Wall Hdr #1 4 x 4 - #1 Span = 3'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Floor Joist #1: LL = 40.0 DL = 12.0 TL = 52.0 Tributary = 1.3 Span = 3.5 E = 1700000.0 w = 52.0 * 1.3 delta max = ( 3.5 * 12) / 180 (5.0 * 69.2 * 3.5 (A4) * 1728.0) (384.0 * 0.23 * 1700000.0) M = (69.2 * 3.5 (A2)) / 8 f(b) = (105.9 * 12) / 7.6 w = 69.16 delta max = 0.23 - = 0,59 M = 105.90 f(b) - 168.03 ?loor Beam #1 (Cone. Load): Beam Reactions: Other Reaction:= 2088.00 P = Total = 2088.00 Span =. 7.0 E = 1700000.011 -~~B-;Q wallvalue = 16.01 Rl = ( .08 * ( 1.0 * 7.0 - 150.0)) / 100.0 = -0.1 R2 - ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL - 40.0 * (1.0 - min(-0.11, 0.30)) = 40.0 - 24 - FLOOR FRAMING Floor Joist #1 2 x 6 - #2 @ 16" O.C. Span = 3'-6" DATE : 11/25/03 ENGINEER; NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = Trib = 4.0 1.0 delta max = 0.47 ROOF - {30.0 * 4.0) / 1.25 = 96.0 FLOOR = (52.0 * 1.0) = 52.0 WALL = 16.0 * 8.0 = 128.0 W = 96.0 + 52.0 + 128,0 = 276.00 delta max = ( 7.0 * 12) / 180 I = 0.0 A = 3.5 B = 3.5 VR = (2088.0 * 3.5)/ 7.0 + (276.0 * 7.0)/2 = 2010.0 VL - (2088.0 * 3.5)/ 7.0 + (276.0 * 7.0)/2 = 2010.0 VO - minimum ( 7.3, 3.5) = 3.5 M = (2010.0 * 3.5)-((276.0 * 3.5 (A2))/2); M = 5344.5 f(b) = {5344.5 * 12) / 121.2 f(b) = 529.16 Area = 1.5 * (2010.0 - 276.0 * 1.0) / 85.0; Area =30.6 Floor Beam #2 {Cone. Load): Beam Reactions: Other = 3549.60- P = Total = 3549.60 - 25 - FLOOR FRAMING Fir Beam #1: (Cone. Load) 6 x 12 - #1 Span = 7'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Span = 6.5 E = 1700000.0 height = 8.0 wall_value =16.0 Rl = ( .08 * ( 1.0 * 6.5 - 150.0)) / 100.0 = -0.1 R2 = ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 - 0.3 FLOOR LL =. 40.0 * (1.0 - m±n(-0.11, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 4.0 Trib = 1.0 delta max = 0.43 ROOF = (30.0 * 4.0) / 1.25 = 96.0 FLOOR =(52.0* 1.0) =52.0 WALL = 16.0 * 8.0 =128.0 W = 96.0 + 52.0 + 128.0 = 276.00 delta max = ( 6.5 * 12) / 180 I = 0.0 A = 3.3 B = 3.3 VR = (3549.6 * 3.3)/ 6.5 + (276.0 * 6.5)/2 = 2671.8 VL = (3549.6 * 3.3)/ 6.5 + (276.0 * 6.5)/2 = 2671.8 VO *= minimum (9.7, 3.3)= 3.3 M = (2671.8 * 3.3)-((276.0 * 3.3 (A2))/2); M = 7225.7 f(b) = (7225.7 * 12) / 82.7 f(b) = 1048.09 Area = 1.5 * (2671.8 - 276.0 * 0.8) / 85.0; Area - 43.1 Floor Beam #3 (Cone. Load): - 26 - FLOOR FRAMING Fir Beam #2: (Cone. Load) 6 x 10 - #1 Span = 6 '-6" TO 2? DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB; NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Beam Reactions: Other Reaction = 3549.60 P = Total = 3549.60 Span = 6.5 E = 1700000.0 height = 8.0 wall_value =16.0 Rl = { .08 * ( 1.0 * 6.5 - 150.0)) / 100.0 = -0.1 R2 = ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL = 40.0 * (1-0 - min(-0.11, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 4.0 Trib = 1.0 delta max = 0.43 ROOF = (30.0 * 4.0) / 1.25 = 96.0 FLOOR ={52.0* 1.0) =52.0 WALL = 16.0 * 8.0 = 128.0 W = 96.0 + 52.0 + 128.0 = 276.00 delta max =( 6,5 * 12) / 180 I = 0.0 A = 3.3 B = 3.3 VR = (3549.6 * 3.3)/ 6.5 + (276.0 * 6.5)/2 = 2671.8 VL = (3549.6 * 3.3)/ 6.5 + (276.0 * 6.5)/2 = 2671.8 VO = minimum (9.7, 3.3)= 3.3 M = (2671.8 * 3.3)-((276.0 M = 7225.7 f(b) = (7225.7 * 12) / 82.7 Area = 1.5 * (2671.8 - 2 7 6 . ..... Area = 43.1 3.3 ("2))/2); f(b) = 1048.09 X. 8 ) / 85.0; - 27 - FLOOR FRAMING DATE : 11/25/03 ENGINEER NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Floor Beam #4 (Cone. Load): Beam Reactions: Hip and Valley Beam Floor Beam #5, VR = 633.15 #3, VL = 2671.80 P = Total = 3304.95 Span = 2.5 height = 1.0 E = 1700000.0 wall value = 10.0 Rl - ( .08 * ( 1.0 * 2.5 - 150.0)) / 100.0 = -0.1 R2 - ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.12, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 1.0 Trib = 1.0 ROOF = (30.0 * 1.0) / 1.25 = 24.0 FLOOR =(52.0* 1.0) =52.0 WALL =10.0* 1.0 =10.0 W = 24.0 + 52.0 + 10.0 = 86.00 delta max =( 2.5 * 12) / 180 I = 0.0 A = 1.3 B = 1.3 delta max = 0.17 VR -• f>3O&.» * 1-.-3)/ 2.5 + (86.0 * 2.5)/a-» 1760.0 VL = (3305.0 * 1.3)/ 2.5 + (86.0 * 2.5J/2 = 1760.0 VO = minimum (20.5, 1.3) = 1.3 M •= (1760.0 * 1.3)-((86.0 * 1.3 (A2»/2); - 28 - FLOOR FRAMING Fir Beam #3: (Cone. Load) 6 x 10 - #1 Span = 6'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Airtanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A M - 2132.8 f(b) = (2132.8 * 12) / 73.8 Area = 1.5 * (1760.0 - 86.0 Area = 26.4 f(b) = 346.65 1.0) / 95.0; Floor Beam #5 (Unif. Load): Span = 12.0 E = 1700000.0 height = 8.0 wall_value =16.0 Rl = ( .08 * < 1.0 * 12.0 - 150.0)) / 100.0 = -0.1 R2 - ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 - 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.11, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14,0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 5.5 Trib *= 1.0 ROOF = (30.0 * 5.5) / 1.25 = 132.0 FLOOR = (52.0 * 1.0) = 52.0 WALL = 16.0 * 8.0 =128.0 W = 132.0 + 52.0 + 128.0 = 312.00 delta max = (12.0 * 12) / 180 (5.0 * 312.0 * 12.0 (A4) * 1728.0) (384.0 * 0.80 * 1700000.0) VL = (312,0 * 12.0) J.^2__. VR = (312.0 * 12.0) ">" a'"." M delta max = 0.80 — im— _Lu / M = (312.0 * 12.0 (A2) ) / f(b) = (5616.0 * 12) / 73. VL = 1872.00 VR = 1872.00 M = 5616.00 f(b) = 912.80 - 29 - FLOOR FRAMING Fir Beam #4: (Cone. Load) 4 x 12 - #1 Span = 2'-6" ENGINEER, DATE : 11/25/03 JOB: NAME ADDR CITY ST. ZIP LIC # Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 S.E. 957 NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY ST. ZIP JOB # CARLSBAD CA 92008 03D063A FLOOR FRAMING Area = (1.5 * 312.0 * (12.0 / 2 - 1.0)) / 95.0; Area = 24.6 Floor Beam #6 (Unif. Load): Span = 5.5 E = 1700000.0 height = 8.0 wall_value = 16.0 Rl =* ( .08 * ( 1.3 * 5.5 - 150.0)) / 100.0 = -0.1 R2 =* ( 23.1 * { 1 + 12.0 / 40.0) / 100.0 - 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.11, 0.30)) = 40.0 ROOF: LL = 16.0 DL = 14.0 TL = 30.0 Trib = 5.5 FLOOR: LL = 40.0 DL = 12.0 TL = 52.0 Trib = 1.3 ROOF = (30.0 * 5.5) / 1.25 = 132.0 FLOOR = (52.0 * 1.3) = 69.2 WALL = 16.0 * 8.0 = 128.0 W = 132.0 + 69.2 + 128.0 = 329.16 delta max = ( 5.5 * 12) / 180 T —-I- ~ {5.0 * 329.2 * 5.5 (A4) * 1728.0)_ __ _ ___ — ___ __ _ — __ _____ ___ _ __ _____ __ _ (384.0 * 0.37 * 1700000.0) VL = (329.2 * 5.5) / 2 VR - (329.2 * 5.5) / 2 delta max = 0.37 Q"7. O / VL = 905.19 VR = 905.19 » - (329v2~ * 5.5 (~2)) / 8 f (b) - (1244.6 * 12) / 17.6 • 1244.64 f(b) = 846.21 Fir Beam #5: (Unif. Load) 4 x 12 - #1 Span = 12'-0" - 30 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: " NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST, CA ZIP 92008 JOB # 03D063A Area = (1.5 * 329.2 * Area =11.7 ( 5.5 / 2 - 0.5)) / 95.0; Floor Beam #7 (Cone. Load): Beam Reactions: Roof Beam Floor Beam #13, VL = 3138.75 #6, VL - 905.19 P = Total « 4043.94 Span = 24.5 E = 1700000.0 height = 8.0 wall_value = 16.0 Rl = ( .08 * ( 1.5 * 24.5 - 150.0)) / 100.0 = -0.1 R2 = ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.09, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 2.3 Trib = 1.5 ROOF = (30.0 * 2.3) / 1.25 = 55.9 FLOOR = (52.0 * 1.5) - 78.0 WALL « 16.0 * 8.0 = 128.0 W = 55.9 + 78.0 + 128.0 = 261.92 delta max - (24.5 * 12) / 180 i = o.o - i^W'. '~' " - A = 8.5 B = 16.0 delta max - 1.63 VR = (4043.9 .5)/24.5 + (261.9 * 24.5J/2 = 4611.5 - 31 - FLOOR FRAMING Fir Beam #6: (Unif. Load) 4 x 6 - #1 Span = 5'-6" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A VL = (4043.9 * 16.0)724.5 + (261.9 * 24.5)72 = 5849.5 VO = minimum (17.6, 16.0) = 16.0 M = (4611.5 * 16.0)-((261.9 * 16.0 (A2))/2); M = 40258.6 f(b) = (40258.6 * 12) / 460.5 f (b) = 1049.08 Area - 1.5 * (5849.5 - 261.9 * 1.3) / 85.0; Area =97.1 Floor GL Beams w/ Cone Ld for Floor Beams #7: S = (40258.6 * 12) 7 2400.0 = 201.29 Area = (1.5 * (5849.5-(261.9 * 1.0)7155.0)); Area =28.1 FLOOR FRAMING Fir Beam #7: (Cone. Load) GL Floor Bm (Cone Load): 8 3/4" x 12" GLB Comb. 24F Span = 24'-6" Camber = STD • • Floor Beam #8 (Cone. LoadH- - 32 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Beam Reactions: Floor Beam #7, VR = 4611.52 P = Total = 4611.52 Span =3.0 E = 1700000.0 height = 8.0 wall_value =16.0 Rl = ( .08 * { 1.3 * 3.0 - 150.0)) / 100.0 = -0.1 R2 = ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL - 40.0 * (1.0 - min(-0.12, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 7.0 Trib = 1.3 delta max = 0.20 ROOF = (30.0 * 7.0) / 1.25 = 168.0 FLOOR = (52.0 * 1.3) = 69.2 WALL = 16.0 * 8.0 = 128.0 W = 168.0 + 69.2 + 128.0 = 365.16 delta max = ( 3.0 * 12) / 180 I = 0.0 A = 1.5 B = 1.5 VR = (4611.5 * 1.5)/ 3.0 + (365.2 * 3.0)/2 = 2853.5 VL = (4611.5 * 1.5)/ 3.0 + (365.2 * 3.0)/2 = 2853.5 VO = minimum ( 7.8, 1.5) = 1.5 M= (2853.5 * 1.5)-((365.2 * 1.5 (A2))/2); M = 3869.4 f(b) = (3869.4 * 12) / 73.8 f(b) = 628.92 * (2853.5 - 365.2 * 1.0) / 95-0;_ 30 ."3 - 33 - FLOOR FRAMING DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Floor Beam w/ Cantilever Load #1: Span =3.0 E = 1700000.0 P = 2484.0 height = 8.0 wall_value =16.0 Rl = ( .08 * ( 1.0 * 3,0 - 150.0)) / 100.0 = -0.1 R2 = { 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.12, 0.30)) = 40.0 ROOF: LL = 16.0 DL = 14.0 TL = 30.0 Trib = 2.0 FLOOR: LL = 40.0 DL = 12.0 TL = 52.0 Trib = 1.0 ROOF = (30.0 * 2.0) / 1.25 - 48.0 FLOOR = (52.0 * 1.0) - 52.0 WALL = 16.0 * 8.0 =128.0 W = 48.0 + 52.0 + 128.0 - 228.00 delta max = ( 3.0 * 12) / 120 delta max = 0.30 (228.0 * 3.0 (A4) * 1728.0) T = 83.57 (8.0 * 0.30 * 1700000.0) (2484.0 * 3.0 (A3) * 1728.0) (3.0 * 1700000.00 * 0.3) VL = VR = 2484.0 + (228.0 * 3.0); = 3168.00 M = (2484.0 * 3.0) + (228.0 * 3.0 (A2)) / 2 = 8478.0 f (b) = (8478.0 * 12) / 121.2 f(b) = 839.41 Area = 1.5 * (2484.0 + 228.0 * ( 3,0 - 1.0)) / 85.0; Area =51.9 - 34 - FLOOR FRAMING Fir Beam #8: (Cone. Load) 4 x 12 - #1 Span = 3'-0" DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Floor Beam w/ Cantilever Load #2: Span = 3.0 E = 1700000.0 P = 0.0 height = 8.0 wall_value - 16.0 Rl = ( .08 * ( 1.0 * 3.0 - 150.0)) / 100.0 = -0.1 R2 = ( 23.1 * ( 1 4- 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.12, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 TL ^ 30.0 Trib = 4,0 DL ^ 12.0 TL = 52.0 Trib = 1,0 ROOF - (30.0 * 4.0) / 1.25 - 96.0 FLOOR =(52.0* 1.0) =* 52.0 WALL =16.0* 8.0 =128.0 W - 96,0 + 52.0 -f 128.0 = 276.00 delta max = ( 3.0 * 12) / 120 delta max = 0.30 (276.0 3.0 (A4) * 1728.0) I = = 9.47 (8.0 * 0.30 * 1700000.0) ( 0.0 * 3.0 (^3) * 1728.0) (3.0 * 1700000.00 * 0.3) VL = VR = 0.0 + (276.0 * 3.0); = 828.00 M-- ( 0.0 * 3.0) 4- (276.0 * 3.4-(A2J ) / 2 = 1242.0 FLOOR FRAMING Floor Beam w/ Cant. Ld. #1: 6 x 12 - #2 Span ^ 3'-0" f(b) = (1242.0 * 12) / 82.7 f(b) = 180.15 - 35 - ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clements ST. CA ZIP 92673 LIC # S.E. 957 DATE : 11/25/03 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA 2IP 92008 JOB # 03D063A Area = 1.5 * ( 0.0 + 276.0 * ( 3.0 - 0.8)) / 85.0; Area =10.6 Floor Beam w/ Cantilever Load #3: Span = 1.5 height = 1.0 E = 1700000.0 P = 3015.0 wall value =10.0 Rl - { .08 * ( 1.0 * 1.5 - 150.0)) / 100.0 = -0.1 R2 = ( 23.1 * ( 1 + 12.0 / 40.0) / 100.0 = 0.3 FLOOR LL = 40.0 * (1.0 - min(-0.12, 0.30)) = 40.0 ROOF: LL = 16.0 FLOOR: LL = 40.0 DL = 14.0 DL = 12.0 TL = 30.0 TL = 52.0 Trib = 1.0 Trib = 1.0 ROOF = (30.0 * 1.0) / 1.25 = 24.0 FLOOR = (52.0 * 1.0) = 52.0 WALL =10.0* 1.0 =10.0 W = 24.0 + 52.0 + 10.0 = 86.00 delta max = ( 1.5 * 12) / 120 delta max = 0.15 (86.0 * 1.5 * 1728.0) I = (8.0 * 0.15 * 1700000.0) (3015.0 * 1.5 (A3) * 1728.0) (3.0 * 17.00000.00 * 0.2) - 23.35 VL = VR = 3015.0 + (86.0 * 1.5); = 3144.00 M = (3015.0 * 1.5) + (86.0 * 1.5 (A2) ) / 2 = 4619.3 - 36 FLOOR FRAMING Floor Beam w/ Cant. Ld. #2 6 x 10 - #2 Span = 3'-0" DATE : 11/25/03 ENGINEER: NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A f(b) = (4619.3 * 12) / 121.2 Area = 1.5 * (3015.0 + 86.0 * Area =54.0 f(b) = 457.35 ( 1.5 - 1.0)) / 85.0; FLOOR FRAMING Floor Beam w/ Cant. Ld. #3 6 x 12 - #2 Span = I1-6" - 37 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB; NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A ASSUME COMPACT CLAYEY SAND @ 1000 P.S.F. Pad #1: Beam Reactions; Roof Beam Roof Beam #3, VL = #4, VL = Total = 240.00 419.40 659.40 TL = 1.10 * 659.40 = 725.34 AREA = 725.34 / 1000.00 = 0.73 SIZE - sqrt(0.73) = 0.85 - 38 - FOUNDATIONS ASSUME STANDARD FOOTINGS FOR ONE, TWO, AND THREE STORY FOOTINGS PER CODE, EXCEPT AS SHOWN OR NOTED. Pad # 1 18 Thick w/ 3 - #4 bars ea. way DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Pad #2: Beam Reactions: Roof Beam w/ Cant. Load #2, VL = 10759.00 Total = 10759.00 TL = 1.10 * 10759.00 = 11834.90 AREA = 11834,90 / 1000.00 = 11.83 SIZE = sqrt{11.83) = 3.44 ?ad #4: Beam Reactions: Roof Beam #11, VL Total = 4824.91 4824.91 TL = 1.10 * 4824.91 = 5307.40 AREA = 5307.40 / 1000.00 =5.31 SIZE = sqrt(5.31) = 2.30 - 39 - FOUNDATIONS Pad # 2 : 3'-6" SQ. x 18 Thick w/ 6 - #5 bars ea. way Pad # 4 : 2'-4" SQ. x 18 Thick w/ 3 - #4 bars —«rr- way DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Pad #5: Beam Reactions: Floor Beam #7, VL = 5849.46 Total = 5849.46 TL = 1.10 * 5849.46 = 6434.41 AREA - 6434.41 / 1000.00 = 6.43 SIZE = sqrt(6.43) = 2.54 Pad Beam Reactions: Floor Beam Floor Beam #3, VL #1, VL 2671.80 2010.00 Total - 4681.80 TL = 1.10 * 4681.80 = 5149.98 AREA = 5149.98 / 1000.00 - 5.15 SIZE = sqrt(5.15) = 2.27 - 40 - FOUNDATIONS Pad # 5 : 2'-7" SQ. x 18 Thick w/ 4 - #4 bars ea. way L At CS DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calls Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A FOUNDATIONS Pad #7: Beam Reactions: Roof Beam Floor Beam Floor Beam w/ Cant. Load #6, VL = #1, VL = #1, VL = 3493.99 2010.00 3168.00 Total = 8671.99 TL - 1.10 * 8671.99 = 9539.19 AREA = 9539.19 / 1000.00 - 9.54 SIZE = sqrt(9.54) = 3.09 - 41 - DATE : 11/25/03 ENGINEER; NAME ADDR CITY ST. ZIP Ed Foerstel 915 A Calle Amanecer San Clemente CA 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB f 03D063A SECTION 1: WIND = 70.0; Q = 17.4; Roof Height = 8.0 Height to Roof Diaphragm =22.0 Na = 1.000; Nv = 1.000 Ca = 0.440; Cv = 0.640 R = 5.5; T = 0.203 Soil Profile Type = Sd Seismic Source Type = B VQ = 0.409; VI = 0.143 V4 = 0.035; FLOOR 2: Width = 10.0; Height = 8.0; V3 = 0.042 Span = 17.0; ROOF = 0.143 * 14.0 * 10.0 * 17.0 = 340.0; WALL = 0.143 * {16.0 / 2) * 10.0 * 17.0 = 194.3; wx = 340.0 + 194.3 + 0.0 = 534.3; FLOOR 1: Width = 52.0; Height = 8.0; Opan - 62.- FLOOR = 0.143 * 12.0 * 52.0 * 62.0 = 5526.9; WALL = 0.143 * 16.0 * 52.0 * 62.0 = 7369.1; - 42 - LATERAL DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A wx = 7369.1 + 5526.9 + 0.0 = 12896.0; Fir wx hx wx * hx Fx EF 2 1 534 12896 16.0 8.0 8549 103168 1028 12403 1028 13430 + 13430 111717 13430 wail i: panel length = 1.0; Tributary = 5.0; V = ( 5.0 * 1027.7) / 10.0 = 513.8 WIND = 17.4 * 5.0 * 12.0 = 1044.0 ri = (513.8 * 10 / 1.0) / 1027.7 = 5.000 rho = 2 - 20 / (5.000 * sqrt(17.0 * 10.0) v (seismic) = 513.8 / 1.0 = 513.8 v (seismic) adjusted = 513.8 * 1.50 = 770 v (wind) = 1044.0 / 1.0 = 1044.0 Shear Wall Schedule Number =1; 1 side U = 1044.0 * 8.0 = 8352.0 f 1.50 LATERAL SECTION 1 : FLOOR #2 : Direction XX : Wall # 1 : sched. #1, 1 side - 43 - DATE. : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Wall 2: .5;panel length = 4.0; Tributary = V = ( 8.5 * 1027.7) / 17.0 - 513.8 WIND = 17.4 * 8.5 * 12.0 = 1774.8 ri = (513.8 * 10 / 4.0} / 1027.7 = 1.250 rho = 2 - 20 / (1.250 * sqrt(17.0 * 10.0}) = 1.00 v (seismic) = 513.8 / 4.0 = 128.5 v (seismic) adjusted - 128.5 v (wind) = 1774.8 / 4.0 = 443.7 Shear Wall Schedule Number =12; 1 side U = 443.7 * 8.0 = 3549.6 Wall 3: .5;panel length = 4.0; Tributary = V = ( 8.5 * 1027.7) / 17.0 = 513.8 WIND = 17.4 * 8.5 * 12.0 = 1774.8 ri = (513.8 * 10 / 4.0) / 1027.7 = 1.250 rho = 2 - 20 / (1.250 * sqrt(17.0 * 10.0)) v (seismic) = 513.8 / 4.0 = 128.5 v (seismic) adjusted = 128.5 443.7 = 1.00 v (wind) -~l??4i8 '|T 4.--0 Shear Wall Schedule Number =12; U = 443.7 * 8.0 = 3549.6 1 side - 44 - LATERAL FLOOR #2 : Direction YY Wall t 2 : sched. #12, 1 side MST48 DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Wall 4: panel length = 5.0; Tributary = 1.5; V = ( 1.5 * 13430.3) / 52.0 = 387.4 WIND = 17.4 * 1.5 * 20,0 = 522.0 ri = (387.4 * 10 / 5.0) / 13430,3 = 0.058 rho = 2 - 20 / (0.058 * sqrt(62.0 * 52.0)) = 1.00 v (seismic) = 387.4 / 5.0 = 77.5 v (seismic) adjusted = 77.5 v (wind) = 522.0 / 5.0 = 104.4 Shear Wall Schedule Number =8; 1 side U = 104.4 * 8.0 = 835.2 Wall 5: panel length - 8.0; Tributary - 14.5; V = (14.5 * 13430.3) / 52.0 = 3745.0 WIND = 17.4 * 14.5 * 20.0 =^5046.0 (3745.0 * 10 / LATERAL Wall # 3 : sched. #12, 1 side MST48 FLOOR #1 : Direction XX Wall # 4 : sched. #8, 1 side 8.0)-•1343013 ---fr.349 rho = 2 - 20 / (0.349 * sqrt(62.0 * 52.0)) = 1.00 - 45 - DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Cleraente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A v (seismic) = 3745.0 / 8.0 = 468.1 v (seismic) adjusted = 468.1 v (wind) = 5046.0 / 8.0 = 630.8 .Shear Wall Schedule Number = 13; 1 side rtrr-'TT'CT1 Wall 6: panel length = 20.0; Tributary = 16.0; V = (16.0 * 13430.3) / 52.0 = 4132.4 WIND = 17.4 * 16.0 * 20.0 = 5568.0 ri = (4132.4 * 10 / 20.0) / 13430.3 = 0.154 rho = 2 - 20 / (0.154 * sqrt(62.0 * 52.0)) = 1.00 v (seismic) = 4132.4 / 20.0 = 206.6 v (seismic) adjusted = 206.6 v (wind) = 5568.0 / 20.0 = 278.4 Shear Wall Schedule Number =11; 1 side - 46 - LATERAL Wall # 5 : sched. #13, 1 side DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Wall 7: panel length = 2.7; Tributary - 7.8; V = ( 7.8 * 13430.3) / 52.0 = 2001.6 WIND = 17.4 * 7.8 * 20.0 = 2697.0 ri = (2001.6 * 10 / 2.7} / 13430.3 = 0.558 rho = 2 - 20 / (0.558 * sqrt(62.0 * 52.0)) = 1.37 v (seismic) = 2001.6 / 2.7 = 749.7 v (seismic) adjusted = 749.7 * 1.37 = 1026,3 v (wind) = 2697.0 / 2.7 = 1010.1 Shear Wall Schedule Number =1; 1 side U = 1010.1 * 8.0 = 8080.9 M = 8080.9 * 4.0 = 32323.6 As = 32323.6 / (1440 * 21.0 * 1.33) = 0.80 - 47 - LATERAL Wall # 6 : sched. #11, 1 side «-&- Wall # 7 : sched. #1, 1 side SW32X8 2 story ftg. w/ 3 - #5 bars cont. top and bottom. DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Wall 8: panel length = 12.0; Tributary = 2.5; V = ( 2.5 * 13430.3) / 52.0 = 645.7 WIND = 17.4 * 2.5 * 20.0 = 870.0 ri - (645.7 * 10 / 12.0) / 13430.3 = 0.040 rho = 2 - 20 / (0.040 * sqrt(62.0 * 52.0)} = 1.00 v (seismic) = 645.7 / 12.0 * 53.8 v (seismic) adjusted = 53.8 v (wind) = 870.0 / 12.0 - 72.5 Shear Wall Schedule Number =8; 1 side U = 72.5 * 8.0 = 580.0 Wall 9: panel length = 12.0; Tributary = 15.5; V = (15.5 * 13430.3) / 62.0 = 3357.6 WIND = 17.4 * 15.5 * 20.0 = 5394.0 ri = (3357.6 * 10 / 12.0) / 13430.3 = 0.208 rho = 2 - 20 / (0.208 * sqrt{62.0 * 52.0)) = 1.00 v (seismic) = 3357.6 / 12.0 = 279.8 v (seismic) adjusted - 279.8 v (wind) = 5394.0 / 12.0 = 449.5 JShear Wall Schedule Number = 12; 1 side '«'"*• 449.5--* 8.0 = 3596.0 P »•'.•'..' > M = 3596.0 * 4.0 = 14384.0 As = 14384.0 / {1440 * 21.0 * 1.33) = 0.36 - 48 - LATERAL Wall # 8 : sched. #8, 1 side FLOOR #1 : Direction YY DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Wall 10: panel length = 14.0; Tributary = 31.0; V = (31.0 * 13430.3) / 62.0 = 6715.1 WIND = 17.4 * 31.0 * 20.0 = 10788.0 ri - {6715.1 * 10 / 14.0) / 13430.3 = 0.357 rho = 2 - 20 / (0.357 * sqrt(62.0 * 52.0)) = 1.01 v (seismic) = 6715.1 / 14.0 - 479.7 v (seismic) adjusted = 479.7 * 1.01 = 486.2 v (wind) = 10788.0 / 14.0 - 770.6 Shear Wall Schedule Number =18; 1 side U = 770.6 * 8.0 = 6164.6 M = 6164.6 * 4.0 = 24658.3 As = 24658.3 / (1440 * 21.0 * 1.33) = 0.61 - 49 - LATERAL Wall # 9 : sched. #12, 1 side HD5A 2 story ftg. w/ 2 - #5 bars cont. top and bottom. Wall #10 : sched. #18, 1 side HD8A 2 story ftg. w/ 2 - 15 bars cont. top and bottom. DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A Wall 11: panel length = 13.0; Tributary - 15.0; V = (15.0 * 13430.3) / 62.0 = 3249.3 WIND = 17,4 * 15.0 * 20.0 = 5220.0 ri = (3249.3 * 10 / 13.0) / 13430.3 = 0.186 rho = 2 - 20 / (0.186 * sqrt(62.0 * 52.0)) = 1.00 v (seismic) = 3249.3 / 13.0 = 249.9 v (seismic) adjusted = 249.9 v (wind) = 5220.0 / 13.0 = 401.5 Shear Wall Schedule Number = 12; 1 side U - 401.5 * 8.0 = 3212.3 M = 3212.3 * 4.0 = 12849.2 As = 12849.2 / (1440 * 21.0 * 1.33) = 0.32 Wall 12: panel length = 10.5; Tributary = 7.0; V = ( 7.0 * 13430.3) / 52.0 = 1807.9 WIND = 17.4 * 7.0 * 20.0 ^243<S.O = (1807.9 * 10 / lQ.-5"3 «- 0.128 rho = 2 - 20 / (0.128 * sqrt ( 62 . 0 * 52.0)) = 1.00 - 50 - LATERAL Wall #11 : sched. #12, 1 side HD5A 2 story ftg. w/ 2 - #5 bars cont. top and bottom. FLOOR #1 : Direction XX DATE : 11/25/03 ENGINEER: NAME Ed Foerstel ADDR 915 A Calle Amanecer CITY San Clemente ST. CA ZIP 92673 LIC # S.E. 957 JOB: NAME DAVIS ADDITION ADDR 1653 JAMES ST CITY CARLSBAD ST. CA ZIP 92008 JOB # 03D063A v (seismic) = 1807.9 / 10.5 = 172.2 v (seismic) adjusted = 172.2 v (wind) = 2436.0 / 10.5 = 232.0 Shear Wall Schedule Number =10; 1 side 8.0 *L - 51 - LATERAL Wall #12 : sched. #10, 1 side EDMUND C. FOERSTEL STRUCTURAL ENGINEER 915ACALLEAMANECER PO BOX 253 SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (849)498-3020 DAVIS ADDITION SHEET:10F:4 JOB NO:03D063A DATE:1/19/2004BY:DKR COLUMNS TO FLOOR BEAM 1 (SHEAR WALL 11 PLATE DESIGN MPER COLUMN = 3,299.02 ft-lb Fh =22,000.00 psi Sreq = (M/2)/Fb » 0.8997 in S * bt2/6 t= SQRT((S*6)/b) t= 0.50 Use 22" X 5.5" X 1/2" THICK A36 STEEL PLATE WITH FULL PENETRATION WELD ALL AROUND COLUMN BOLT DESIGN MpER COLUMN = d = 3,299.02 ft-lb 19.50 in F, =20,000.00 psi parboil T = M/d= 2,030.17 Ib T,^* 2,030.17 Ib/bolt 0.1015 in' Use 2 - 5/8" DIAMETER A307 THROUGH BOLTS FLOOR BEAM 1 DESIGN SEE CALCULATIONS. THE DESIGN INCLUDES LOADS CAUSED BY THE CANTILEVER COLUMNS 1ST FLOOR COLUMN DESIGN ^ LATERAL LOAD VFROM CANTILEVER COLUMN ON SECOND FLOOR (V2) = V = 2*V2= 824.76 Ib HEIGHT (H) = 9.00 ft 412.38 Ib COLUMNS TO FLOOR BEAM 1 USE 22" LONG BY 5.5" WIDE BY 1/2" THICK A36 STEEL PLATE W/ FULL PENETRATION WELD ALL AROUND COLUMN W/2-5/8" DIAMETER A307 THROUGH BOLTS EACH COLUMN TO BEAM CONNECTION 1 ST FLOOR -COLUMNS HSS 6" X 6" X 3/16" EDMUND C. FOERSTEL STRUCTURAL ENGINEER 915ACALLEAMANECER PO BOX 253 SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 DAVIS ADDITION SHEET:2OF:4 JOB NO:03D063A DATE:1/19/2QQ4BY:DKR 1ST FLOOR COLUMN DESIGN MAX •r«q ~ 22,000.00 V*H 7,422.80 M/Fb 3.04 H/200 0.54 (V*H3*1728)/(3*E*AHAx) 22.11 in4 psi ft-lb In' E =29,000,000 psi USEHSS6"X6"X3/16" 1 ST FLOOR COLUMNS TO FOOTING PLATE DESIGN MPER COLUMN = 7,422.80 ft-lb Fh =22,000.00 psi » (M/2)/Fb • 2.0244 S = t= t = In SQRT((S*6)/b) 0.87 Use 16" X 16" X 1" THICK A36 STEEL PLATE WITH FULL PENETRATION WELD ALL AROUND COLUMN BOLT DESIGN ICOtUMN d = 7,422.80 19.50 ft-lb in 20,000.00 psi T = M/d= 4,567.88 Ib = T/2 = 2,283.94 Ib/bolt 1ST FLOOR COLUMNS TO FOOTING USE 16" X16" X 1" THICK A36 STEEL PLATE W/ FULL PENETRATION WELD ALL AROUND COLUMN W/4-5/8" DIAMETER A307 THROUGH BOLTS EACH COLUMN TO EACH FOOTING EDMUND C. FOERSTEL STRUCTURAL ENGINEER 915ACALLEAMANECER PO BOX 253 SAN CLEMENTE, CA 92673 PHONE (949 M 92-5981 FAX {949)498-3020 DAVIS ADDITION SHEET:2OF:4 JOB NQ:03D063A DATE:1/19/2Q04BY:DKR 1 ST FLOOR COLUMNS TO FOOTING BOLT DESIGN A. = TpefcoH/F, = 0.1142 in" Use 4 - 5/8" DIAMETER A307 THROUGH BOLTS FOOTING PAD#6 HORIZ. LOAD <HL) VDEAD LOAD = CONCRETE (CW) TOTAL LOAD(TL) •"OVERTURNING MOVER TURNING ^RESISTING = ^RESISTING = F.S. = F.S. = S.P. = S.P. = 824.76 Ib 4,066.20 Ib 4,556.25 Ib 8,622.45 Ib HL*H 7,422.80 ft-lb TL*L 19,400.51 MRESISTING/MOVER TURNING 2.61 (TL/AJ+(MOVER TURNING/S) 914.54 psi HEIGHT (H) PAD SIZE = LENGTH (L) DEPTH (D) = AREA (A) = 9.00 4.50 2.25 1.50 20.25 ft ft square ft ft ft2 REINFORCEMENT M = HL*H = 7,422.80 A,= (M)/(1440*b) A,= 0.34 USE 8 - # 4 BARS EACH WAY ft-lb in d =15.00 in PAD#6 4'-6" SQUARE BY 18" DEEP W/ 8- #4 BARS EACH WAY EDMUND C.FOERSTEL STRUCTURAL ENGINEER 915ACALLEAMANECER PO BOX 253 SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 DAVIS ADDITION SHEET:4OF:4 JOB NO:03D063A DATE:1/19/2Q04BY:DKR FOOTING PAD #7 HORIZ. LOAD (HL) = VDEAD LOAD = CONCRETE (CW) = TOTAL LOAD(TL) = 824.76 Ib 7,405.99 Ib 5,076.56 Ib 12,482.55 Ib HEIGHT (H) = PAD SIZE = LENGTH (L) = DEPTH (D) = AREA (A) = 9.00 4.75 2.38 1.50 22.56 ft ft square ft ft ft2 MOVER TURNING MOVER TURNING ^RESISTING = ^RESISTING = F.S. = F.S. = S.P. = S.P. = HL*H 7,422.80 ft-lb TL*L 29,646.05 MRESISTING'MQVER TURNING 3.99 (TL/A)-KM0VER TURNING/S) 968.81 psi REINFORCEMENT M = HL*H = 7,422.80 ft-lb A§= (M)/(1440*b) d =15.00 in 0.34 USE 8 - # 4 BARS EACH WAY in' PAD #7 4'-9" SQUARE BY 18" DEEP W/8-#4 BARS EACH WAY EDMUND C. FOERSTEL STRUCTURAL ENGINEER 915ACALLEAMANECER SAN CLEMENTE, CALIF. 92673 PH# (949) 492-5981 FAX# (949)498-3020 TO: Ray Fuller EsGil Corporation RE: Plan Check Number: 03-2864 Item # 47 January 19, 2004 Mr. Ray Fuller: The columns on the second floor will attach to the beam with a 22" long by 5.5" wide by W thick A36 steel plate with full penetration weld all around the column to the base plate and 2 - 5/8" diameter A307 bolts (one each side of the column) to the beam. The beam is designed to carry the added load and moment due to the columns. The beam then connects to another cantilever column that is HSS 6x6x3/16 column. This column too is designed to take the lateral load from the beam. This column has its own pad footing which is also designed to carry the lateral load. The over all load path of the second story space then is as follows: Second Story Columns to Floor Beam 1; Floor Beam 1 to First Story Columns; First Story Columns to Pad Footing. This path is for the shear wall labeled shear wall 1 in the calculations. The other two shear walls in the second story clear height space are also on beams designed to carry the lateral load and moment. Those beams are then strapped to the existing floor system, to either an existing continuous floor joist or beam or to new 2X blocking with a Simpson ST22 strap. Once the added lateral load is transferred to the existing floor system, the load will use the existing methods to reach the foundation. The load from these two shear walls are only 443.7 Ib and can be considered nominal. The existing floor diaphragm is adequate to carry such a nominal load. This should answer your question pertaining to item number 47. Edmund C. Foerstel, SE Jan 04 03: 14p P.a EDMUND C. FOERSTEL DAVIS ADDITION.SHEET:1OF:4 JOB NO.03D063A DATEi1/28/20D4BY:DKR COLUMNS TO FLOOR BEAM 1 (SHEAR WALL 1) PLATE DESIGN MPER COLUMN = 3,299.02 ft-lb Fb = 22,000.00 psi Sreq = (IW2XFb - 0.8997 in3 S = bt2/6 t ^ SQRT«S*6)/b) t = 0.67 Use 12" X 5.5" X 3/4" THICK A36 STEEL PLATE WITH FULL PENETRATION WELD ALL AROUND COLUMN BOLT DESIGN MPER COLUMN = 3.299.02 ft-lb Ft = 20,000.00 psi d= 10.00 in T = M/d= 3,958.83 Ib Tnerbou.= T = 3,958.83 Ib/bolt A^= TpMt>ol/Fv.= 0.1979 ^ Use 2_- SfflV D1AMETERA3QI THROUGH BOLTS FLQQR BEAM 1 DESIGN SEECALCULATiONS. THE DESIGN INCLUDES LOADS CAUSED BY -t-iijr OAMTIl FY/FH r*fM IlftJIMt* 1ST FLOOR COLUMN DESIGN LATERAL LOAD ^HOMCANTHFvsRcniLWNnM^FcoNn FLOOR (V2) = 419,3ft Ib V - 9*V2 = 824 79 ~ ft " :~v-" HEIGHT (H>= 9-Olt ft - Ffr= 22,000.00 pat E= 20,000,000- psl-^ M= 7,422.80 ft-ib "COtUMNSTO FLOQR BEAM 1 USE 12" LONG BY s 5.5" WIDE BY 3/4" THICK A36 ^TEEL PLATE VW FULL s PENETRATION WELD ALL AROUND COLUMN VW 2 - 5/8" DIAMETER A307 THROUGH BOLTS EACH COLUMN TO BEAM >, CONNECTION \ ST FLpOR COLUMNS HSS 6" X 6" X 3/16" Jan ZB O4 O3:I4p p.3 EDMUND C. FOERSTEL STRUCTURAL ENGINEER 915 A CA1LE AMANECER PO BOX 253 SAN CLEMENTE, CA 92673 PHOME (M9)4ft2-598t FAX (949)498-3020 SHEET:20F:4 JOB NO:Q3D063A OATE:1/28/2Q04SY:DKR 1ST FLOOR COLUMH DESIGN- MAX !„„,= 3.04 H/2QO -0.54 In in 22.11 1STFtOt3RCOLUIMtfTOFOtrnN<r PLATE DEStGtt 7,422.80 ft-lt)PER COLUMN r =22,ODtTOa psi S = t = t = 2.0244 bta/6 SQRT((S*6)/b) 0.87 Use 16" X 16" X 1" THICK A36 STEEL PLATE WITH FULL PENETRATION WELD ALL AROUND COLUMN BOLT DESIGN Mp£R COLUMN = d = T = M/d= 7.422.80 19.50 4.667.88 ft-lb Ft = 20,000.00 psl in Bond Strength (B) = 40.00 psi Jb t= 0.1142 if Use 4 - 5/B" DIAMETER A307 BOLTS 1ST FLOOR COLUMNS TO FOOTING USE 16" X16" X 1" THICK A36 STEEL PLATE W/ FULL PENETRATION ~ WELD ALL AROUND COLUMN W/4-5/8" DIAMETER A307 BOLTS EMBEDDED fl '-10" INTO THE FOOTING j.an aa 04 p.4 EDMUND C. FOERSTEt STRUCTURAL ENGINEER 915ACALLEAMANECER PO BOX 253 SAN CLEMENTE. CA 92873 PHONE (949)492-5981 FAX {M9)4B8-3D20 DAVIS ADDITION SHEET:3OF:4 JOB NO:Q3D063A DATE:1/28/20Q4BY:DKR 1ST FLOOR COLUMN TO FOOTING BOLT DESIGN Diameter (D) = 5/8 in Bond Bolt (BB) = Bolt Circumference's Be - 7&.S4 tb/m Embedment teng EL= 1.82 EMBED INTO FOOTING 1MO* FOOTING PAD #6 HORIZ. LOAD (HL) = 824.76 ft DEAD LOAD CONCRETE (CW) = 6;328;13 TOTAL LOAtTCTLJ = T0;394:33 MOVER TURNING - MOVER TURNING = HL*H 7,422.80 fb fb- Ib fly ft-lb 'RESISTING - 23,387.23 OVER TURMNG F.S. = 3.15 S.P. = 1,002.04 REINFORCEMENT M = HL*H = As = (M)/(1440*b) As = 0.23 USE 8 - #4 BARS EACH WAY psi ft-lb in' r = D/2 =0.31 in HEIGHT (H) = LENGTH (L) DEPTH (ttf = AREA (A) = 9.00 4.5CT 2.25 2QT 20.25 ft ttSQOARE ft ft ft2 b =22.00 PAD #6 4'-6tt SQUARE BY 25" DEEP VW 8 - #4 BARS EACH WAY Jan 04 03: 14p p.5 EDMUND C. FOERSTEL STRUCTURAL ENGINEER 9t5ACALLEAMANECER PO BOX 253 SAN. P-l F_MPMTF_ CA,82fl73- DAVIS ADPmON SHEET:40F:4 JOB NO:Q3D063A DATE-.1/28/2004BY: DKR FAX (349>46B-3020 FOOTING HORIZ. LOAD (HL) = VDEAD LOAD = CONCRETE (CW) = TOTAL LOAD (TL) = MOVER TURNING = 824.76 7,405-99 7.05078 14,456.77 HL"H 7,422.80 ib tb tb (b ft-lb HETGHT (H) = PAD SIZE = LENGTH (L) - DEPTH (D> = AREA <A) = 9.00 4.75 238 2.08 22.56 ft ft SQUARE ft ft ft2 34:334:83 FS. = F.S. = S.P. = S.P. - 4.63 (TUA)+(MOVERTURNtNG/S) 1,056.31 psj REINFORCEMENT M = HL"H = 7,422.80 As - 0.23 USE 8 - #4 BARS EACH WAY ft-lb in* 22.00 in 4'-9" SQUARE BY 25" DEEP W; 8 - #4 BARS EACH WAY Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760)438-3155 • FAX (760) 931-0915 February 20, 2004 W.O. 4146-A1-SC Mr. Gary Davis 1436 Pine Avenue Carlsbad, California 92008 Subject: Foundation Plan Review, APN 165-211-26-0, 1653 James Place, Carlsbad, San Diego County, California Dear Mr. Davis: In accordance with your request, GeoSoils, Inc. (GSI) has performed a geotechnical review of the referenced foundation plan for the proposed development (see the Appendix). Unless superceded in the text of this report, recommendations presented in GSI (2003) are considered valid and applicable, and should be appropriately implemented during planning, design, and construction. Foundation Plan The foundation plan, notes, and details have been reviewed by this office and appear to be in general conformance with the recommendations provided by this office and presented in the referenced report by GSI (2003), from a geotechnical viewpoint, with consideration of the comments indicated herein. Based on our review, the following comments are provided: 1. The referenced report (GSI, 2003) and this report, should be listed on the foundation plan. The references should include the titles of the reports, GSI'swork order numbers, and dates of publication for easy referencing, to ensure that the design professional has reviewed our reports, and incorporated those comments into the plans. 2. According to GSI (2003)," Expansion/construction joints for differential movement between proposed and existing improvements should be provided by the structural engineer/architect." OTHER DESIGN PROFESSIONALS/CONSULTANTS The design civil engineer, structural engineer, post-tension designer, architect, landscape architect, wall designer, etc., should review the recommendations provided herein, incorporate those recommendations into all their respective plans, and by explicit reference, make this report part of their project plans. The conclusions and recommendations presented herein are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility for work, testing or recommendations performed or provided by others. The opportunity to be of service is greatly appreciated. If you have any questions, please do not hesitate to call our office. Respectfully submitted, GeoSoils, Inc. . Voss Staff Geologist sJC^^tf/'Engineering GeologisV^Ca^fefO BEV/DWS/JPF/jk Attachment: Appendix - References Distribution: (4) Addressee Reviewed by: David W. Skelly _,_ Civil Engineer, RCE 4785 Mr. Gary Davis 1653 James Place, Carlsbad File:e:\wp9\4100\4146a1.fpr W.O. 4146-A1-SC February 20, 2004 Page 2 GeoSoils, Inc. APPENDIX REFERENCES Curtis Development Design/Build, 2003, Foundation plan for: Parcel no. 165-211-26-00, Lot 17, Tract 9621, sheet S-1, 1/4"~scale, revised January 30, 2004. GeoSoils, Inc., 2003, Preliminary geotechnica! evaluation, Proposed additional construction, 1653 James Drive, Carlsbad, San Diego County, California, W.0.4146- A-SC, dated January 19. , 2002, Soil corrosivity test results, 1653 James Drive, City of Carlsbad, San Diego County, California, W.O. 4146-A-SC, dated February 17. International Conference of Building Officials, 1997, Uniform building code: Whittier, California, vol. 1, 2, and 3. GeoSoils, Inc. FEB-17-2004 TUE 10:19 AH CITY OF CARSLBAD FAX HO. 760 602 8558 P. 32 City of Carlsbad K u 1111 r i MI 13 o p i i r t in <_- nl CERTIFICATE OF (^OMgLIANCE PAYMENT OF SCHOOL PEES OR OTHER MITIGATION This form must be completed by the City, th« applicant, and tha appropriate school diatricts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential;Unite. Square Feet of Living Area in New Dwelling Second Dwelling Unit: Residential Additions: Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information:Date: SCHOOL DjgTRICTS WITHIN THE CITY OF CARLSBAD " '^ilsbad Unified School District 6225 El Camino Real CtrlsbadCA 92009 (331-5000} Sail Marcos Unified School District 215 Mata Way San M>rco6. CA 92069 (736-2200) Encinius Union School District 101 South Rancho Santa Fe Ad Bnciniua, CA 92024 (944-4300) Sin Dieguito Union High School District 710 Eaciuitas Blvd. Encmitas, CA 92024 (753-6491) Certification of Applicant/Owners. Th» parson executing Ihis declaration ("Owner) certifies under penalty cf perjury that (1) the information provided abov* is correct and true to th* beat of th« Owners knowledge, and that the Owner will life an amended certification of paynunt and pay the. additional fee if Owner requests.an increase In the number of dwelling gnlts..or square footage affw the building permit is ls»ued or (f ths initial determination of units or square footed.* is found to ne Incorrect, and that (2) ttie Owner Is the owner/developer of the above dturftwd pro]ect(*)( of that the perecn executing this declaration is authorized to sign on bfihalf gf me Owner/' Signature:Date: 1635 Faraday As^nue Building Counter Carlatsad, CA 92008-7314 » (760) 602-27OO(76O) 602-2719 • FAX (760) 6O2 8558 FEB-17-2004 TUE 10:20 AN CITY OF CARSLBAD FAX NO, 760 602 8558 P. 03 ******* 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 TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER WLGWLEN FREEMAN DEPUTY SUPERINTENDENT O CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CAMM9 - <20# </ CARLSBAD UNIFIED SCHOOL DISTRICT [^] JEFFERSON ELEMENTARY ^\AV!ARA OAKS ELEMENTARY CMLSBAO :riH SCHOOL | | MAGNOLIA ELEMENTARY I 1 AVIARA OAKS MIDDLE SCHOOL [ ~| CARLSBAD VILLAGE ACADEMY | [ VALLEY MIDDLE SCHOOL } _]BUENA VISTA SCHOOL RECEIVED FROM: \ 1 r~"~] CALAVERA HILLS SCHOOL [ ~^ KELLEY SCHOOL HOPE SCHOOL 1 i [ ] PACIFIC RIM \ ] OTHER , Receipt No. {If Applicable) PARENT OF DATE: PAYMENT FOR:ACCOUNT NUMBER AMOUNT RECEIVED CASH CHECK*TOTAL General Power For Acting As Owners Agent BY THIS DOCUMENT IT IS HEREBY ACKNOWLEDGED, that we, Gary and Judy Davis, currently residing at 66^ San Felipe St., Salinas, California, 93901,being the undersigned, do hereby appoint, Gary Curtiss of Curtiss Development of, 25018 Marguerite Pkwy. B #130, Mission Viejo, California, 92692, as our "Agent" to exercise the powers and discretions described below. The Agent shall have full power and authority to act on our behalf as it relates to the development and general improvements to real property, which is hereby acknowledged and described under a separate contractual agreement. These powers are specifically named, but not limited to, as the following: 1] Obtain information or documents from any governmental body or agency and represent us as to our best possible interest, including the authority to negotiate, compromise or settle any matter with such governmental body or agency personal. 2] Prepare, endorse, and file documents to any governmental body or agency as to the same result previously mentioned herein. 3] Employ professional and business assistance as may be appropriate to assist, educate, or represent the Agent in acting under representation in our best interest related to this agreement. The Agent shall be entitled to reasonable compensation for any services provided as our Agent. The Agent shall be entitled to reimbursement of all reasonable expenses incurred as a result of carrying out any provisions of these powers granted under this authorization. The Agent shall not be liable for any loss that results from a judgment error that was made in good faith. However, the Agent shall be liable for willful misconduct or the failure to act in good faith while acting under the authority of this agency agreement. This power of owners' Agent shall become effective immediately, and shall be in effect until cancelled by written notice. We reserve the right to revoke the powers of owners' Agent at any time with or without cause upon written notice to the Agent. If the Agent is unable to act or serve for any reason, we revoke any and all powers, as we have not named any such successor in any such case. Granted this 3rd day of October 2003 in the City of Mission Viejo, county of Orange, in the state of Cairnia. Declarant(s) a<Whorizati<Sj signature(s) ^ydstJL t7 Agent(s^cceptance/sigKature(s)