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HomeMy WebLinkAbout1620 CHESTNUT AVE; ; CB021957; Permit02-10-2003 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB021957 Building Inspection Request Line (760) 602-2725 1620 CHESTNUT AV CBAD RESDNTL 2051302000 $349,906.00 1 Sub Type: Lot #: Construction Type: Reference #: Structure Type: Bathrooms: SFDR 0 VN SFD 4 MULLIGAN RES-DEMO EXIST 935 SF Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: ISSUED 06/28/2002 RMA 02/10/2003 02/10/2003 HOME.308 SF GAR-NEW 3854 SF,748 SF GAR.40 SF DECK Plan Check*: Applicant: MULLIGAN THOMAS R 1604 CHESTNUT AVE CARLSBAD CA 92008 Owner: MULLIGAN THOMAS R 1604 CHESTNUT AVE CARLSBAD CA 92008 1779 02/10/03 0002 01 02 CGP 2752-28 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,316.56 Meter Size $0.00 Add'l Reel. Water Con. Fee $855.76 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $34.99 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 Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00 $0.00 $0.00 $196.00 $60.00 $78.50 $0.00 $0.00 $1,005.75 $0.00 $60.48 $3,608.04 Total Fees: $3,608.04 Total Payments To Date:$855.76 Balan $2,752.28 PLANS STORAGE ATTACHED Clearance: NOTICE: Please take NOTICE thafapproval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. ^PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. flf^Q EST.VAL. Plan Ck. Deposit Validated Date Ai/£*,AX/9R/A9 fiftA".fVJWS~Address (include Bldg/Suite #)Business Name (at this address)855.76 Phase No.Total # of units Description of Work SQ.FT.#ors*ories_# of Bedrooms tt of Bathrooms 2. CONTACT PERSON (if different from applicant) , ,, Name Address ,3, ^APPLICANT- ^Q Contractor Q Agent.for Contractor City Owner Q Agent for-Owner State/Zip Telephone tt Fax tt Name 4." PROPERTY OWNER Address City State/Zip Telephone* P . MOtl/fa/KJ ^KtoaG Address City State/Zip Telephone ttName j>., ^."CONTRACTOR - COMPANY NAME . „ . , _,. , , I, ...-..•: . , , » .' . " (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 [$5001). Name State License ff Address License Class City State/Zip City Business License # Telephone tt 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. l~l | 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 [$1001 OR LESS) d CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to 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's fees. SIGNATURE _ DATE _ f. .OWNER"BLMLDER DECLARATION - .."„.„ . " . _ ......... I hereby affirm that I am exempt from the Contractor's License Law for the following reason:fw[X 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). n I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). l~l 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.jfitf YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. 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): Mowing pen / PROPERTY OWNER SIGNATURE/^ WS_*ff-*-~-//<. * r W I**JL&£*T~~ DATE (j COMPllfe THIS SECTION FOR Notf-RESIDENTIAL BU\LD\N(^BB^^ Q^Lf^ _ / / __ ^~ " ._, Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? d YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d YES d NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d YES d NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED 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 l\j£> N/ &** _ LENDER'S ADDRESS _ ___^ §7 " ~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official authorized by such permit is not commenced within 180 days at any time after the work is cffiraaffced for a APPLICANT'S und the provisions of this Code shall expire by limitation and become null and void if the building or work the data of such permit or if the building or work authorized by such permit is suspended or abandoned 106.4.* Uniform Building Code). DATE .LOW: Applicant PINK: Finance List Permit*: CB021 957 Type: RESDNTL SFDR MULLIGAN RES-DEMO EXIST 935 SF HOME.308 SF GAR-NEW 3854 SF,748 SF Date Inspection Item Inspector Act Comments 05/24/2005 89 05/24/2005 89 05/12/2005 19 05/12/2005 29 05/12/2005 39 05/12/2005 49 11/17/2004 39 06/04/2004 11 06/04/2004 23 02/09/2004 82 01/30/2004 16 01/21/2004 14 01/21/2004 18 01/21/2004 34 01/21/2004 44 01/06/2004 18 01/06/2004 84 11/18/2003 14 11/18/2003 34 11/18/2003 44 11/12/2003 13 11/12/2003 21 11/06/2003 13 11/04/2003 13 10/30/2003 13 09/24/2003 13 09/24/2003 15 06/27/2003 11 06/11/2003 11 06/06/2003 23 06/06/2003 31 05/15/2003 21 05/15/2003 22 05/13/2003 21 05/13/2003 22 Final Combo Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Final Electrical Ftg/Foundation/Piers Gas/Test/Repairs Drywall/Ext Lath/Gas Test Insulation Frame/Steel/Bolting/Weldin Exterior Lath/Drywall Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Rough Combo Frame/Steel/Bolting/Weldin Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Underground/Under Floor Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Gas/Test/Repairs Underground/Conduit-Wirin Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service PS - PD PD PD PD BN PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS RB RB PS PS PS PS AP NEED ENG. SIGN OFF ALL SHRS DOOR REMOVED AT TIME OF INSPECTION Rl AP NOTICE CO CO CO AP TEMP POWER AP 4 patio cover ftg we AP AP AP AP AP AP we CO MANY MANY CORRECTIONS NR LATH NOT COMPLETE. I DID A PRELIM WALKW/OWNER NR NR AP AP WATER SERVICE AP CO PA NR CO AP GARAGE SLAB AP AP TO ISLAND COUNTER TOP AP AP AP CO INSTALL C.O. & REMOVE WRAP AP SEWER OK Thursday, May 26, 2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/24/2005 •Permit* CB021957 Title: MULLIGAN RES-DEMO EXIST 935 SF Description: HOME.308 SF GAR-NEW 3854 SF,748 SF GAR,40 SF DECK Inspector Assignment: PS 1620 CHESTNUT AV Lot 0 Type:RESDNTL Sub Type: SFDR Job Address: Suite: Location: APPLICANT MULLIGAN THOMAS R Owner: MULLIGAN THOMAS R Remarks: Phone: 7608454942 Inspector: Total Time:Requested By: TOM Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs CV000475 CLOSED GARAGE CONVERTED/NO PERMIT; NO DRIVEWAY, NO OFF STREET PARKING, GA: Inspection History Date 05/12/2005 05/12/2005 05/12/2005 05/12/2005 11/17/2004 06/04/2004 06/04/2004 02/09/2004 01/30/2004 01/21/2004 01/21/2004 01/21/2004 01/21/2004 01/06/2004 01/06/2004 11/18/2003 Description 19 29 39 49 39 11 23 82 16 14 18 34 44 18 84 14 Final Structural Final Plumbing Final Electrical Final Mechanical Final Electrical Ftg/Foundation/Piers Gas/Test/Repairs Drywall/Ext Lath/Gas Test Insulation Frame/Steel/Bolting/Welding Exterior Lath/Drywall Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Rough Combo Frame/Steel/Bolting/Welding Act AP CO CO CO AP AP we AP AP AP AP AP AP we CO NR Insp Comments PD NOTICE PD PD PD BN TEMP POWER PS 4 patio cover ftg PS PS PS PS PS PS PS PS PS MANY MANY CORRECTIONS PS LATH NOT COMPLETE. I DID A PRELIM WALK W/OWNER City of Carlsbad Bldg Inspection Request For: 05/12/2005 Permit* CB021957 Title: MULLIGAN RES-DEMO EXIST 935 SF Description: HOME,308 SF GAR-NEW 3854 SF,748 SF GAR.40 SF DECK Inspector Assignment: PS 1620 CHESTNUT AV Lot 0 Type:RESDNTL Sub Type: SFDR Job Address: Suite: Location: APPLICANT MULLIGAN THOMAS R Owner: MULLIGAN THOMAS R Remarks: Phone: 7608454942 Inspector^ Total Time:Requested By: TOM Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs CV000475 CLOSED GARAGE CONVERTED/NO PERMIT; NO DRIVEWAY, NO OFF STREET PARKING, GA Inspection History Comments TEMP POWER 4 patio cover ftg Date 11/17/2004 06/04/2004 06/04/2004 02/09/2004 01/30/2004 01/21/2004 01/21/2004 01/21/2004 01/21/2004 01/06/2004 01/06/2004 11/18/2003 11/18/2003 11/18/2003 11/12/2003 11/12/2003 Description 39 11 23 82 16 14 18 34 44 18 84 14 34 44 13 21 Final Electrical Ftg/Foundation/Piers Gas/Test/Repairs Drywall/Ext Lath/Gas Test Insulation Frame/Steel/Bolting/Welding Exterior Lath/Drywall Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Rough Combo Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Underground/Under Floor Act AP AP we AP AP AP AP AP AP we CO NR NR NR AP AP lns| BN PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS MANY MANY CORRECTIONS LATH NOT COMPLETE. I DID A PRELIM WALK W/OWNER WATER SERVICE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO. x~\ /> /(O W/0 (760)602-2700 1635 FARADAY AVENUE TIME tu p Li TO ^i tt'Op^ /./; FOR INDIRECTION CALL (760) 602-2725, RE-INSPECTION FEE DUE? FOR FU^WER INFORMATION, CONTACT ' YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 06/11/2003 Permit* CB021957 Inspector Assignment: PS Title: MULLIGAN RES-DEMO EXIST 935 SF Description: HOME,308 SF GAR-NEW 3854 SF.748 SF GAR.40 SF DECK Type:RESDNTL Sub Type: SFDR Phone: 7608454942 Job Address: 1620 CHESTNUT AV Suite: Lot 0 Location: Inspector: APPLICANT MULLIGAN THOMAS R Owner: MULLIGAN THOMAS R Remarks: ENTER @ 1578 CHESTNUT Total Time: Requested By: THOMAS Entered By: CHRISTINE CD Description Act Comment 11 Ftg/Foundation/Piers /7-f— Associated PCRs/CVs CV000475 CLOSED GARAGE CONVERTED/NO PERMIT; NO DRIVEWAY, NO OFF STREET PARKING, GA Inspection History Date Description Act Insp Comments 06/06/2003 23 Gas/Test/Repairs AP RB TO ISLAND COUNTER TOP 06/06/2003 31 Underground/Conduit-Wiring AP RB 05/15/2003 21 Underground/Under Floor AP PS 05/15/2003 22 Sewer/Water Service AP PS 05/13/2003 21 Underground/Under Floor CO PS INSTALL C.O. & REMOVE WRAP 05/13/2003 22 Sewer/Water Service AP PS SEWER OK EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 10925 HARTLEY ROAD SUITE I SANTEE CALIFORNIA 92071 619 258-7901 Fax 619 258-7902 May 22, 2003 Project No. 03-1106G5(B) Mr. Tom Mulligan 1604 Chestnut Avenue Carlsbad, California 92008 Subject: Foundation Excavation Observation Proposed Single Family Residence 1620 Chestnut Avenue, APN 205-130-20 City of Carlsbad, California References: 1. "Report of Field Density Tests, Proposed Single-Family Residence, 1620 Chestnut Avenue, APN 205-130-20, City of Carlsbad, California", Project No. 03-1106G5(A), prepared by East County Soil Consultation and Engineering, Inc., dated February 27, 2003. 2. "Limited Site Investigation, Proposed Single-Family Residence, 1620 Chestnut Avenue, APN 205-130-20, City of Carlsbad, California", Project No. 03-1106G5, prepared by East County Soil Consultation and Engineering, Inc., dated January 8, 2003 Dear Mr. Mulligan: In accordance with your request, we have observed the foundation excavations for the proposed single- family residence at the subject site. The footings have been excavated to the proper depth and width into competent bearing soils and are in compliance with the approved building plans. Foundation excavations, soil expansion characteristics and soil bearing capacity are in accordance with the referenced soil investigation report ( Reference No. 2 ). In addition, we have performed field density testing on the sewer trench backfill under and adjacent to the proposed footings. Based on the test results, it is our opinion that the sewer trench has been properly backfilled and compacted. If we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Mamadou Saliou Diallo, P.E. RCE 54071 MSD\md Phone: 760-729-7969 David Jolly, Land Surveying 764 Laguna Drive Carlsbad, CA 92008 E-mail: djollyls@adelphia.net Fax: 760-729-6351 Thomas Mulligan 1604 Chestnut Avenue Carlsbad, CA 92008 June 6, 2003 Re: 1620 Chestnut Avenue Carlsbad, CA 92008 Foundation Certification Dear Thomas; This letter is to certify that the forms for the concrete foundation installed on above- mentioned property have been field measured on this day and found to be in conformance with the City of Carlsbad zoning ordinance. If you have any questions please feel free to contact me. Sincerely, David Jolly, L.S. Javid Lie. No. 76 Exp. Date: 1 1-04 MEMBER: California Land Surveyor's Association EsGil Corporation In TartnersHip With government for 'BuiCding Safety DATE: January 27, 2003 JURIS.; JURISDICTION: Carlsbad LTPCfifiREViEWER a FILE PLAN CHECK NO.: 02-1957 SET: III PROJECT ADDRESS: 1620 Chestnut Ave. PROJECT NAME: Mulligan 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. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephones: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: OK to issue with the aR^licaM^rhanging the slab rebar schedule on the foundation page, S2 note 9, to #3 @ 16" on c4nieTtb be consistent with the soils report. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/17/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partners/lip with government for 'Building Safety DATE: November 6, 2002 a APPHQANT a (JURIS/} JURISDICTION: Carlsbad a PLSrTREVlEWER a FILE PLAN CHECK NO.: O2-1957 SET: II PROJECT ADDRESS: 162O Chestnut Ave. PROJECT NAME: Mulligan 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. H The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. L_1 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: Thomas Mulligan 1604 Chestnut Ave. Carlsbad Ca 92008 .[_] Esgil Corporation staff did not advise the applicant that the plan check has been completed. • Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Thomas Mulligan (Vw) Telephone #: 760 729 1224 Date contacted:///?/o^(by: i<v_) Fax #: Mail ^Telephone-^ Fax In Person REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/31/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad O2-1957 November 6, 2OO2 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1620 Chestnut Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/31/02 REVIEWED BY: Bryan Zuppiger PLAN CHECK NO.: O2-1957 SET: II DATE RECHECK COMPLETED: November 6, 2002 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? QYes QNo Carlsbad 02-1957 November 6, 2002 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 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 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Only the effected sheets need be submitted I will insert them into the plans. 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). Only the effected sheets need be submitted I will insert them into the plans. • FOUNDATION REQUIREMENTS 19. 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. 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. City of Carlsbad Policy. 21. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single-story dwellings. Section 1804.5 Cdrlsbad 02-1957 November 6, 2O02 22. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 23. If 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." 24. 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). • FRAMING 27. The structural consultant shall review and approve the truss design through manual signature. • MECHANICAL (UNIFORM MECHANICAL CODE) 32. Show the type and size (BTU's) of all heating and cooling appliances or systems. 33. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's namo. fe) Model name/number. c) ICBO approval number, or equal. Superior does not have an ICBO #. 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. 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. EsGil Corporation In ^Partnership With government for 'Building Safety DATE: July 10, 2002 a AEEtJCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 02-1957 SET: I PROJECT ADDRESS: 162O Chestnut Ave. PROJECT NAME: Mulligan 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. H 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: Thomas Mulligan 1604 Chestnut Ave. Carlsbad Ca 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Thomas Mulligan (si -M) Telephone #: 760 729 1224 Date contacted: 1 f/0foi (by: |c^ ) Fax #: Mail ./Telephone ^^ Fax In Person REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/1/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 Carlsbad 02-1957 July 10, 2002 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 02-1957 JURISDICTION: Carlsbad PROJECT ADDRESS: 1620 Chestnut Ave. FLOOR AREA: See Below Dwelling 3853.5' Garage 747.5' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: July 10, 20O2 STORIES: 2 HEIGHT: 29'-6" off front elev. page A-5 DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/1/02 PLAN REVIEWER: Bryan Zuppiger 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 02-1957 July 10, 2002 . PLANS 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 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. • FIRE PROTECTION 5. Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom. b) Centrally located in corridor or area giving access to sleeping rooms. c) On each story. d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. • NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. Carlsbad 02-1957 July 10, 2002 • GENERAL RESIDENTIAL REQUIREMENTS 6. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Doors and enclosures for bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. See Master bath. b) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. • EXITS, STAIRWAYS, AND RAILINGS 7. Guardrails and handrails (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". 8. An exterior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 1003.3.1.6. 9. 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. • ROOFING 10. 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. 11. Specify slope at upper and lower roofs. 12. 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. Carlsbad 02-1957 July 10, 2002 13. Specify on the plans the following information for the balcony deck materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 14. Show roof drains and overflows at balcony. Sections 1506.2 and 1506.3. 15. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. 16. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). 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. 17. 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. 18. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. • FOUNDATION REQUIREMENTS 19. 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. 20. 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. 21. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 22. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. Carlsbad O2-1957 July 10, 2O02 23. If 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." 24. 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). 25. Show the pad size in the garage. 26. Deepen the footing under the Simpson Strongwall. • FRAMING 27. The structural consultant shall review and approve the truss design through manual signature. 28. Show the drag and hip termination trusses on the truss plans and calculations. 29. Specify truss identification numbers on the plans. Detail truss-to-beam connection hardware. 30. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. 31. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: a) Identity of the company manufacturing the truss. b) The design load. c) The spacing of the trusses." • MECHANICAL (UNIFORM MECHANICAL CODE) 32. Show the type and size (BTU's) of all heating and cooling appliances or systems. Carlsbad O2-1957 July 10, 2002 33. 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. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 34. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit panel schedule and load calculations. 35. Show on the plan that all 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, outdoors and kitchen counters comply with the ground-fault circuit-interrupter protection specified in NEC Art. 210-8. 36. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). • ENERGY CONSERVATION 37. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 38. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." 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. '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 Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad O2-1957 July 10, 20O2 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bryan Zuppiger BUILDING ADDRESS: 1620 Chestnut Ave. BUILDING OCCUPANCY: R3/U PLAN CHECK NO.: 02-1957 DATE: July 10, 2002 TYPE OF CONSTRUCTION: VN BUILDING PORTION dwelling garage Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 3854 748 cb Rlrin Permit' FPP hv Orriinanrp ^ Valuation Multiplier City Estimate By Ordinance Reg. Mod. VALUE ($) 349,906 349,906 $1,316.56 Plan Check Fee by Ordinance Type of Review: CH Repetitive Fee Repeats Complete Review D Other . Hourly Structural Only Hour Esgil Plan Review Fee $855.76 $737.27 Comments: Sheet of macvalue.doc City of Carlsbad Public Works — Engineering DATE: _ BUILDING ADDRESS: / BUILDING PLANCHECK CHECKLIST PLANCHECK NO.:CB M ~ ff$7 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:- I B>° ' ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please sere'infe attached report of deficiencies marked v/th D.| Make necessary corrections to plans or specifications for compliance with applicable codes anBLstandards. Submit corrected plans and/or specifications to this office for review. By: Date: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: x" L L ~—J^ATTACHMENTS-~^^~~7i—i "*^"~——-^U Dedication Application D Dedication Checklist L) Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet Date: ENGINEERING DEPT. CONTACT PERSON Name: Karen Saul City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: H:\Devi . (WJfl>o602-2720 • FAX (76O) 602-8562 © BUILDING PLANCHECK CHECKLIST SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines . Easements E^Right-of-Way Width & Adjacent Streets , /Gytoriveway widths -£<-{&- frt#.)((^d% 4\ S»H^, Existing or proposed sewer lateral t*>*-^) Existing or proposed water service S Existing or proposed irrigation service Show on site plan: Drainage Patterns Building pad surface drainage must maintain a minimum slope of one ercent towards an adjoining street or an approved drainage course. DD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building."^ isting & Proposed Slopes and Topography -f- Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, /second dwelling units and apartment complexes are an exception. JB. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: .„, Site address ,/BjLAssessor's Parcel Number y/Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORD\DOCS\CHKLSTBuikJing Plancheck CKIst Form (Generic).doc BUILDING PLANCHECK CHECKLIST 1ST oND D ord D DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: D D D DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Y* x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS D 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 H:\WORD\DOCS\CHKLST\Buiklino Planctieck Cklst Form (RIDDLE - HARVEY 7-12-OOj.doc BUILDING PLANCHECK CHECKLIST , ST ->ND ,RD D D checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. D D D n n D Future public improvements required as follows: 6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Please return Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7,a. 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. 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.) H:\WORD\DOCS\CHKLSTiBuiWing Plancheck CWsl Form (Generic 7-14-OOj.doc D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Typgs Qf^or4c-m€iucLe. but are not limited to: street improvements, tree trimming^Hriveway construction^ tying into public storm drain, sewer and water utilities. Right-of-Way permit required for:v* D D D D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. /Q Required fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\OOCS\CHKLST\BuiUing Plandleck Cklst Forni (Generic).doc BUILDING PLANCHECK CHECKLIST ST 3RD 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 "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:\WORD\DOCS\CHKLST\BuiMing Planctieck CMst Form (Generic).doc BUILDING PLANCHECK CHECKLIST .jST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D 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 13. Additional Comments: H:\WORDVDOCS\CHKLST\Buikfing Planctieck Cklst Form (Generic).doc V tP NO LIABILITY IS SSOR -S PARCaS IG ORDINANCES. MAP 12050- MAP 58H6 - MAP 5757 - MAP 1681 - CARLSBAD TCT-NO. 8< SANOALWOOD DALE UNIT SANDALJOOD DALE THUM LANDS - POR TCT ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address:Bldg. Permit No.. Prepared bv: t~S^> EDU CALCULATIONS: Tvpes of Use: {^^ Tvpes of Use: APT CALCULATIONS: Types of Use: Z> ^ Tvpes of Use: FEES REQUIRED: Date: ^/Ig^/ffl — Checked by: List types and square footages for all uses. ^— Sa. Ft/Units: Sa. Ft/Units: List types and square footages for all uses. "^•» So. Ft/Units: So. Ft/Units: Date: EDU's: EDU's: ADT's: ADT's: / /o WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)NO f. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #:. X NO. UNITS:=$. 2. TRAFFIC IMPACT-FEE ADT's/l 0^3. BRIDGE AND THOROUGHFARE FEE fDIST. #1 V DIST.#2 ADT's/UNn . FACIUTIES/MANAGEME UNIT/SQ.FT.: 5. SEWER FEE EDU's: / / BENEFIT EDU's: FEE/ADT: ZONE/ J' _ X FEE/SQ.FT./UNIT: J&~. -& 6. SEWER LATERAL ($2,500)^- -sm^-1 •*r^=F~^"- — i •• "' "" "•" " "" "" 7. DRAINAGE FEES PLDA ACRES: 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1of2 F:\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 . ' i ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2 F:\FEECALCULATIONWORKSHEET.doc . .. Rev. 7/14/00 D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner: APN: Address: I Phone: (760) 602-4625 CrQ Type of Project & Use: <^??^~' ~ Net Project Density: Zoning: ^L.— I General Plan: 57/ j^y Facilities Management Zone: DU/AC CFD (in/out) #_Date of participation:Remaining net dev acres:_ circle One non-residential development: Type of land used created by this permit: __ ) Legend: iXl Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES NO 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 TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: IZf D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ CA Coastal Commission Authority? YES_ N0_ NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (61 9) 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 D D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required:YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993. Data Entry Completed? YES NO-AJA: (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 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. D D D ;[3 D D p D D D Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES NO 2. Project complies YEJ Zoning: 1 . Setbacks: Front: Interior Side: Qtroot ^JHP- Rear: Top of slope: 2. Accessory structure Front: Interior Side: Street Side: Rear: Structure separation 3. Lot Coverage: 5 NO Required Required Requited — ~~ Required Required / setbacks: Required Required Required Required : Required Required j ^^ f '~2-£> Shown *y *-* C. ' Shown C i t f, - „ <^_& SiiuWh {4? ( "2^ ' Shown <£ffi ' <-JA^ Shown XJA. Shown Shown Shown Shown Shown '-T-* (* Shown -'->' I f~t> 4. Height: 5. Parking: Required Spaces Required 6 Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments A . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 THE KEMP COMPANIES, INC. SINCE 1 979 CALIFORNIA • NEVADA • HAWAII TRANSMITTALCONSULTING LANDSCAPE ARCHITECT ARCHITECTURAL SERVICES ,^, . t1^. 1 GENERAL CONTRACTORS TO: *f<f>r^/', P^ ^ »if*? <3jr~- DATE: C—cJ CONSTRUCTION MANAGEMENT REAL ESTATE DEVELOPMENT . ENVIRONMENTAL SCIENCES ATTENTION: PROJECT NUMBER: PROJECT: {6?*2/> C^K^S^o't" FILE NUMBER: FOR YOUR: a DISTRIBUTION D REVIEW & COMMENT a SIGNATURE a USE DAVID KEMP D RECORD/FILES a APPROVAL a ACTION a OTHER ASLA. AIA, BIA PRINCIPAL FORWARDING BY: D HAND FAX No.: OMAIL a MESSENGER TOTAL PAG F.S: DISTRIBUTION: QUANTITY: DESCRIPTION: REMARKS: 3735 TALBOT ST. SUITE 2 SAN DIEGO, CALIFORNIA 92 IO6-2O45 USA TEL. 6 I 9 • 224 • 3689 FAX. 619* 224 • 366O E-MAIL KEMPCO@WANS.NET WWW.KEMPCOMPANIES.NET FROM" I na DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner: APN: Address: Phone: (760) cC2:4626 Type oi Project & Use: Zoning: (^2-- I 1 Genaraf Plan: CFD (in/out) #_Date of participation: Net Project Density: :..DU/AC J-A.FacflJtias Management Zone: Remaining net dev .-scrap: \ arete Ore <For non-residential development: Type of permit: _J_____ used creai:«d by this ) Legend: (/3 Item Complete Environmental Review Required: PATE OF COMPLETION: Item Incomplete - Needs vow action YES NO *^" TYPE . Compliance with conditions of approval? If not, state coriditipns'wTffch'rHq'uire action. Conditions of Approval: ^X __ . Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. ' YES NO DATE_ TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditsons which require action. Conditions of Approval: .* _ Coastttl Zone Assessment/Campliance Profect site located in Coastal Zone? YES_ CA Coastai Commission Authority? YES NO_, NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Urive, Suite Y03. San Diego CA 92108-4402; (619) 767-2370 Derermine status (Coastal PermH Required or E»»rnptJ: Coastal Permit Determination Form already completed? If NO. complate Coasted Permit Deter;-riiiiatJon Forni Coastal Permit Datsrmination Log #: _^____ NO Follow-Up Actions: " 1) Stamp Building Plans as "Exempt" or "Coa'sta! Pernnit Required' tat minimum Floor Plans). 2) Complete Coastal Permit Determination Log as Incluaionary Housing Fe« required: YES ___ NO (Effectiva date of Inclusionary Housing Ordinance- May 21, Data Entry Compieted? YES NO —(A/P/Ds7-Activity Maintenanco, ontor Y/N, Enter Fee, UPDATE!) H:VADMIN\COUWTER(BldgPincWtRawChmst Rev 9/0 J 91/8 'd e/BO UL 09i NVDHlflN ill HV£2:|| ZQGZ 'Ic PQ'd ) i 2035-SS-0T J f~? n DO Van DO DD &an rfn n Site Plan: 1- Provide a fully dimensional site plan drawn to scale. Show; North arrow, property Hnes. easements, existing and proposed structures, streets, existing street improvements, right- of-way width, dimensional setbacks end existing topographical JMes ^including a'f side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. ^Policy 44 - Neighborhood Aiehitectural Design 1. Applicability: YES^A, NO 2. Project complies YES_NO Zoning: 1 , Setbacks: Front: interior Side: ^str^t fjJKte^; Rear: Top of slope: 2. Accessory structure s Front: Interior Side: Street Side: Hear: Structure separation: Required "2-£> Required C- '• Rfifniitad ~J" " Crf" "~~ Required _f "2^ r Required AJ A= etbacks: Required Required Required Required Required • Shown Jar5* Shown <^, / feliown rti'1*1 '" Shown _|^ Shown JL.lJC Shown Shown Shovtin Shawn Shown 3. Lot Coverage: 4. Height: Required Requ Spaces Required Shown Shown Shown . 'S5, Parking: (breakdown fay uses for commercial and industrial projects required) Residential Guest Spaces Required ______ Shown Additional Corrifnems V . ^-t 4 plAiv€-e> OK TotSSUE AND ENTEREDAPPROVAL INTO COMPUTER Rev 9/01 5 I/I 'd 16/1'ni m mum :TT S002-S2-0T CiTY Of CARLSBAD COUNCIL POLICY STATEMENT 44i' ftalfar No,. i Data Issued ___yQj ,i Effective Date 12'r I General Subject: Specific Subject: NEIGHBORHOOD ARCHITECTURAL DESfGN Cancellation Date Superseded Nc. Dated .__ Dated GUIDELINES ESTABLISHMENT OF ARCHITECTURAL DESIGN S GUIDELINES FOR THE DEVELOPMENT OF LIVABLE NEIGHBORHOODS Copies to: City Council, City Manager, City Attorney, Department and Division Heads, Employe Bulletin Boards, Press, File. PURPOSE AND INTENT: The purpose and intent of the architectural guidelines is to ensure that a variety of architectural elements are incorporated into single-family homes and two-family structures so that they: ;s) are visually interesting, b) have sufficient building articulation to reduce their bulk and mass, c) are in scale to their tci size, and d) strongly contribute to the creation of livable neighborhoods. APPLICABILITY: » Single-family home remodels that cumulatively increase the useab e living area (floo* area) more than 40% shall comply with architectural guidelines 3, 7, 13 and 14. * A new individual single-family home shall comply with architectural guidelines 4^5. 7, 13. and .14. (regardless of stated.percentages) and one architectural guideline from numbers 1 through 3. * New single-family and two-family residential projects of 2-4 homes shall comply with architectural guidelines 4, $, 7,13, and 14 {regardless of stated percentages) and ons architectural guideline from numbers 1 through 3. * New single-family and two-family residential projects of 5 or more homes shall comply '.vith a»l of the architectural guidelines. PROCEDURES: Applicants for discretionary project applications or residential building permits shall design projects/homes so that they comply with the guidelines. Each applicant shall provide documentation demonstrating compliance with this policy concurrent with the submittal of development/building permit applications, whichever occurs first If an applicant wishes to propose an architectural style that complies with the Purpose and Intent of this policy and yet cannot comply with the requirements of the yUJde'lnes, the applicant may request deviations from any of the architectural guidelines to achieve an architectural design or style of equally superior quality. Ail such requests i>ha!i be fully justified specifying how the Purpose and intent of this policy is being achieved. Staff Shall review projects/building permits for compliance with the guidelines and provide recommendations to the decision-makers regarding: a. Project compliance with the policy; b. Whether or not any requested deviations are justified; and, a Whether or not the purpose and intent of the policy would siiil be achieved if ; i deviation K granted. 51/5 'd e/eo UL O9i m ' mi-\\ mi 90 "d 200Z-22-0T 3. Decision-makers shall determine, on a case-by-case basis, whether tho project compiles w;i~ Intent of the policy to create livable neighborhoods. ARCHITECTURAL GUIDELINES: 1 . 2. 6. A minimum of 15% {see Note #1 below) of the total number of homes shall be single-story structures. Single-story is defined s& a maximum plate-Jine of 15 feet and a maximum building height of 20 feet. Lofts are permitted sublet to CMC Section 21.04.330. As an alternative to encourage homes with alley-loaded garages, a minimum of 20% of the homes shall be single-story for the front 20% of the home (overall depth of house times 20%). A maximum of 20% of the total number of homes are exempt from the requirement to story building edge. a singte- 3. The remaining 65% of the total number of homes shall comply with ones of the following guidelines: i • The home shall have a single-story building edge with a depth of not Joss than 8 feet rind shall run f the length of the building along one side except for tower element?. The roof covering the single- j story element shall incorporate a separate roof plane and shall be substantially lower f han the roof j for the two-story element-. Porches and porte-cochere element? shall qualify as a single-story edge. Houses with courtyanis that are a minimum of 15 feet wids Located along tha side of the i house and setback a minimum of 15 feet from the property line ar<3 not required to h.ive a single-! story building edge. . j • The home shall have a single-story building edge with a depth of riot less than 5 feet and shall run j the length of the building along one side. The roof of the single-story element shall be substantially lower than the roof for the two-story element of the buUdng. i • The home shall have a single-story building edge with a depth of no; less than 3 feet for 40% of. the perimeter of the building. ; For at least 66% of the homes in a project, there shall be at least three separate buildirjgjztones on j street side elevations of lots with 45 feet of street frontage or Jess ajTdftjuj^pjratebujldinq ptan&s on street side elevations of lots with a street frontage greater than 45 ^etrBalconies^and covered porches qualify as a building plane. The minimum offset in planes shall be 18 inches and shall include, but not be limited to, building walls, windows, porches and roofs. The minimum depth between the faces of the forward-most plane and the rear plane on the front elevation shall be 10 feet. A plane mtjst be a minimum of 30 sq. ft. to receive credit under this section. ^ , ,.. „« i ^^^4 f* elevations shall adhere to the same criteria outlined in Number 4 above for front elevations except that the minimum depth between front and back planes on the rear elevation shall be 3 feet Rear balconies qualify as a building plane. "* ' For at least 66% of the homes in a project, one side elevation shafl have sufficient offseis or cutouts sxa that the side yard setback averages a minimum of 8.5 feel. At teas! 66% of exterior openings (door/windows) on every home in the project shall be recessed or projected a minimum of 2 inches and shall be constructed with wood, vinyl or colored aluminum window frames (no mill finishes). Fifty percent (50%) of the homes shall be designed with a covered front porch, open courtyard, or balcony (each with a minimum area of 60 square feet) located at the front of the dwelling. The front si/9 021 091 NVOniflN Hi mi -II' 10. 11. 12. and sides of porches shall be open except for required and/or ornamental guardrails. A vanen c' roof elements shaft be provided over porches. Porches may not be converted to living space. Ffoor plans in a project shafl exhibit a variety of roof ridges and roof hesgrtis within a neighjjorhooi Seventy-five percent (75%) of the homes must have a front entry to the home that is clearly visible from the street. Walkways from the front door to the street are encouraged. For projects of 30 orfnqre dwelling units, a minimum of 3 differem floor plans shall be provided. Each floor plan should <have at least 3 different front elevations and 3 different exterior color schemes. * Chimneys and chimney caps shall be in scab with the stee of the hoTta. No more than 2 chimneys ; shall be allowed for homes on lots in planned developments having an area less than 7 ,500 square feet. j In addition to the previous requirements, a minimum of 4 of the design elements, such as those ii$ted > in Table "A" below, shall be incorporated into the front building fafadefs) of the home. : such 'If any elevation of the home, hi -adjacent to and visible from a elevation is also required to include 4 design efements such as those fisteSln Table' "A" b?ifow. Table A DESIGN ELEMENTS Knee braces Exposed roof rafter tails Arched elements Window and door lintels Towers Varied window shapes Dormers Columns Exterior wood elements Accent materials such as brick, stone shingles, wood or siding Note #1: Fractional units of .5 or greater shall be rounded up to the next whole number and 'ocated in a manner to achieve the best project design as determined by the project planner When a percentage of units is described in the guidelines, the intent is to have that percentage spread throughout the entire project. ' 'd ML 09i Hi :- mi-\\ ZOOZ -22-130 W«92:TT City of Carlsbad Public Works — frfengineeriptiig BUILDING PLANCHECK CHECKLIST DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: PLANCHeCKNO.: r C8 ENGINEERING DEPARTMENT APPROVAL EST. DENIAL. 7/je Hem you have submitted for review has been approved. The approval la based on plans, information and/or specifications provided fn your submittal; therefore any changes to -these items after this date, including Held modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, »s failure to comply with instructions in this report can result in suspension of permit to build. Q A Right-of-Way permit is required prior to construction of tha following improvements: Please sefG tha 1 attache** report of deficiencies marked wfth a. Make necessatv corrections to plans or specircstioor for compliai':e \vtth applicable codecanosSndards. Submitcixrectadplans and/or specifications to this office for re /:ew. By; By;Osto: FOR OFtfiCfrtl. USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By- ATTACHMENTS 0 Dedication Application u Dedication Checklist 0 Improvement Application O Improvement Checklist LJ ruSure impiowameni Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet U Sewsr Fse InformaBon Sheet Name; ENGINEERING DEPT. CONTACT PERSON Karen Saw! City of Caiisfcad Address: 1635 Faraday Avenue. Catebad. CA 92006 Phone: (760) 602-2775 Parcel Map No: Lots: CFD INFORMATION OOlbSl Recordstion: Carlsbad Tract ^ -FAX SI/8 'd 60'd BUILDING PLANCHECK CHECKLIST 1. Provide a fully dimensioned site plan drawn to scale. Shew: North^ .^_ -sE-^RIghf-of-Way Width & Adjacent Streets i^Existing & Proposed Structures /e./Driveway wirfihs -p *4f4- ftf,>ti(fi *g£Existing Street Improvements >*£- Existing or proposed sewer late» al ^t: Existing or proposed water service Easements Jr Existing or proposed irrigation service 2. Show on site plan: PsitefT?s Building pad surface drainage must maintain a minimum slope of one t towards an adjoining street or an approved drainage course. THE FOLLOWING NOTE: "Finish grade wiH $>rcftikie a minimum positive drainage of 2% to swale 5' away from buiW/ng.' sting i Proposed Slopes and Topography -*- f-f~ 5'f' Size, type, tocatfon, alJgnment of existing or proposed itewar and water stwfce rv^(f (s) that serves the project Each unrt requires a separate service, howevijr, .ysecond dwelling units and apartment complexes are an e> ception. )o. Sewer and water laterals should not be located within proposed driveways, per standards. Q D 3. Include on title sheet Site address ssessor's Parcel Number .ega! Descnption For commercial/industrial buildings and tenant improvement projects, Include: totaLbuildiRg-square footage wto-ths-squarefootage-for each-differ?nt user existing sewer permits showing square footage of dift&^nt uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 31/6 'd l6IZ'i>H mi -i'- 01'd BUILDING PLANCHECK CHECKLIST «ST ,RD ODD "checklist ifiust besubmitted in perabfv^pltoafioas by mall or tax are ~noF 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 90 we may prepare the necessary Future improvement Agreement, This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. D n D n n Future public improvements required as follows: _ 6c. Enclosed please find your Future Improvement agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return 6d, No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction. of the Citv Inspector prior to occupancy. D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in 1 1 ,06.030 of the Municipal Code. Section 7a. Inadequate information available on Ska Plan to make a determination on grading _________ 7b. Grading Permit required. A ssparate grading pfan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading PermR.rnusl be issued and rouoJi grading approval obtained prior to issuance of a Building Penr& ODD Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad pertifimtion may be required even if a grading permit is not required.) 51/01 'd 16/roN ui m NVDinnH m mi-\\ mi TT'd UUi2:IT 2I232-22-0T BUILDING PLANCHECK CHECKLIST 7e. If grading is not required. M MISCELLANEOUS PERMITS "No Grading",i plot plan. 8. A RIGHT-OF-WAY PERMIT is required to do work fe\ City Rtght-of-W; iy and/or private work adjacent to the public Rrght-<7f-Way. Typ«Sjg^iKoifc-lRdi^!, but are not limited to: street improvements, tree trimmmg^Srtvsfway cc>nstructfmfc> tying into public storm drain, sewer and water utflfties. Right-of-Way permit required for. ODD D 9. INDUSTRIAL WASTE PERMIT If your facility is located fn the CBy of -Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camlno Real, Carlsbad, CA 92006 District perse nnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 433-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the Nsffonaf Pollutant Discharge Elimination System (NPDES) permit . The applicant shall provide best management practices to reduce surface po/lutants to an acceptable levof 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 11. /Q Required fees ara attached O No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the ownerMevetoper is not oversized. Oversized meters are inaccurate during low-flow conditions. If ft is overr ized, for the tife of the meter, the City witt not accurately bill ih& owner for the water used. • All single family dwelling units received "standard" 1* service with 5/8" service. Sl/ll 'd i O9i NvonidH Hi mi LOVELACE ENGINEERING Structural Engineering Services STRUCTURAL CORRECTIONS DATE:JULY 19, 2002 PROJECT: OWNER: DESIGNER: JOB: MULLIGAN RESIDENCE CORRECTIONS 1604 CHESTNUT AVENUE CARLSBAD, CA 92008 TOM MULLIGAN 1604 CHESTNUT AVENUE CARLSBAD, CA 92008 THE KEMP COMPANIES, INC. 3725 TALBOT STREET, STE. 2 SAN DIEGO, CA 92106 J02198A NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE 6496 Weathers Place • Suite 200 • San Diego, California 92121-2958 www.lovelaceeng.com • phone 858.535.9111 fax 858.535.1989 JOB . LOVELACE , a ENGINEERING SHEETNO l OF—^ Structural Engineering Services CALCULATED BY yT^ DATE 6496 Weathers Place • Suite 200 rMp=rt«=n RY HATP San Diego, California 92121 CHECKED BY DATE - Phone 858.535.9111 Fax 858.535.1989 i "7 / Mulligan Residence 1604 Chestnut Avenue, Carlsbad, CA 92008 Structural Plan Check Comments COMMENT #19: A soils report was not attained for this project. All footings were designed using code minimum values listed in Table 18-I-A. COMMENT #20: The near source factor Na = 1.3 is assigned to the site. (See revised plans) COMMENT #21, 22, 23 & 24: All footings were designed using code minimum values listed in Table 18-I-A. See note on revised foundation plan at sheet S2: "The structure will be located entirely on native undisturbed soil..." COMMENT #25: The pad size is shown in the garage. (See revised foundation plan at sheet S2) COMMENT #26: The footing is deepened under Simpson Strongwalls. (See revised detail 7 & 8 at sheet S5) COMMENT #27: Truss calculations have been reviewed and signed by structural consultant. COMMENT #28: Drag and hip termination trusses are called out on plans. (See revised roof framing plan at sheet S4) COMMENT #29: Truss identification numbers are called out on plans and all truss to beam connections are detailed. (See revised roof framing plan at sheet S4) COMMENT #30: All post-to-beam and post-to-footing connections are detailed if connection hardware is not called out on plans. (See detail 36 at sheet S7, detail 5 at sheet S9, pad footing schedule, and revised plans) COMMENT #31: See framing note #17 on sheet S4. I 0k I 'r« is s a S S! 2£ s8? H- a § ~,kSV«* IKOB fol Vkl j Z <M W " ™ /g!S, I« «<> * •»•:?i«1S O *^ .1 o 44 J (J p O O 3 te O "S» iiiliisliij^"*S8i»Ss-Ss?: ?ir!!pfei5*! fsfSSS DNTJH3M1SM3 5U1IJ1V nn n^rn MWS OTTT 8T& XVd «2UT 7T.V8 IFSKtl IS 6T9 68AS9826T9Ioa.*» 53 - 5 4 i of S V. ACW) VU u Mg £§ g U, u_ U- L_ U. " O. S <V n. O O O S A —i > 1 M 4 MV» K 6T9 T &Mi8BStawjfiHa SNTJ-W ssnai oo oaaia NVS Qq T wi-uum OTll 9TS i 38 ^i ^L| F* I «r is 9 tf 5! £ rt IO 0 03 TT.1 ft fe 1* ft fea. a. a. a. ix. * «t a .s3 i.5ia-£..:«' it—'*"«S* 0 •*!>*«•*'^^rf»u-|s*--.2C3 i*sa"B-e «IB fe|58aSSla^s.::*»se^g^ se 099£6T9 HVB - ssnai oo os3ia awi^rrv OTTt 8TB 2d/20/iO 90'd 1 XJ SIw<u tt! V)<uv> (A V . £ 1 > .XT *M «o 1 1 I 2?2;t s * C si 5 5 u?.7.*S " 3 ne> o -i.f S t» 5 ai arh- • -PS Ma<. § <ft 1 I uj */> ea iS <a 3ft i-» 09 90 SKtfd 90 'd 099£ uvs «- SSnjdi 00 i.us <p eo * fe fe fe fee. a. a. a. i Ji|!lf-S5Ii|||i aOsPsiSi^S;"SSB*Myt2a»*?a ilBpffi'1! Illi MtJTV"OTTI iSK S16 ZO/ZC/IO KWS 6T9 T SBtNddUIDI £a. 3s -J Om 535 § wi«» 2 iaifftfi..a»sl:*l'::sa '••"-•MfiBKf _« >M«.'A«te-a «£ f\ u « _j i *S*S^ *pb»*2flwJ. TSSrB. £S5£i=S5H!0? i0'd 099C sm<nv SSTlifl 00 09310 NWS &IB I S31NbdWOD dW3» 3H1 Din zes STB 80'd IblOl.80 *d LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 JOB SHEET NO. CALCULATED BY, CHECKED BY SCALE OF DATE. DATE. ST&236 STRAP « BREAK IN TOP PLATE SHEAR WALL PER PLAN BEAM PER PLANfNOTCH TO MATCH ROOFSLOPE; STRAP PER PLAN BEAM PER PLAN \ / DRAG CONN. DETAIL WRC0080 San Diego Co. Truss 7462 Mission Gorge Rd. San Diego,CA 92120 Jul-02-2002 Page 1 Submitted by GWH 15:57:35 07-02-2002 Reviewer: LVT MULLIGAN R6004 07/02/2002 Raised Seals <001> 62980--H40T5 <002> 62981--T40T5 <003> 62982--T40T5DRAG5000# <004> 62983--HGDR30X8T5 <005> 62984--H10T5 <006> 62985--JACK8T5 Total Drawings: <006> Details Enclosed: BRCALHIP Engineer: 02183026 02183027 02183028 02183031 02183029 02183030 --62980-- 57 !ilin3f!i§:§s!ii t/> -o JO r*l ;0 o -*> O >• ;o o o'lO »- 4* -1 :o ~ -nm-tfac- -I —I OD CD —I —I O O O O O O O O O O T3 T3 TD "a -OGO GO GO GO GO O 3> O CD O O a>-5 no GO oo a,OO GOXOCD GO X O CD oo >• -n —i c=cr s r~ o oo-o o >• m-0 -H Oo o ~n ooPD .— —( >—< >- O -H 2c^ • ^o mic o ci—i Z >• t/i O~o >• —I oo mr~ —( oo3: o zro c_. ~nx >- o—i r— oo o—I -o >• z 00o a om >->• r-o >•>• —to mr>r\i >•o r--t*. ot mo ~ni—mn a-nOTO£71 oo —io o—I ~an nE: m remooCO ^ ^Ct/) O Oro ro roXXXJi. -Pi -PiOf BO BOG3 OO CO(D fl> fDrn i—•oo o wr> co GO X CD o;a ^3 o3^ > 3:r> ~n 2•——to2 m 2:O ^3- ~c—* *—O C/l "O<=-n ~o —* > o c: COoomo rn oox © —I ©mro ^ fM-c*. oo -fc* o o o oo os m o •— i ro m en o oCL o CD a o>-o CD O O oo m o o !>•rn co —( ~a •-»oo r~m r> o •—« C O O G"> I— O O OO oo :r~u t—i (—< i—• rn>• czio ^o ^D ^o c:—• o O O r- —• 03 (e) © © - h~ Ol\i CL o o o o. . . g0003 oo3-a CD n> —i-sc CO e—im TO CO O OJ-a 2. 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CD CD ET>>- J Osf- 00 o o o •z.CD 00o o CD >"2 -z. ~~- —I ci —1 o :o »• ^ -H o i^2: ~ o = o •— c-< -* a: - >-3-<q3303J3 o o -a ~o -a -a CO CO (/I CO GO oo10£n ?o II <D O INO O O o 2:o^3C7JCOm CO —Io o—\ T3O (-)^O Oo otv> roX XJ^ .b.=tb =*feCO COO> £T> o^3o cz-o- o -a CO •—o o o Coo o —1o o>•a II 0003 CO o o FEB-03-2003 HON 11:32 AM CARLSBAD ENGINEERING FAX NO. 760 602 1052 P. 02 City of Carlsbad Building Department CERTIFICATE Of COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name(s): Project Description: Ckffi ip -\V4- BUILDING TYPE: Residential:Number of New Dwelling Units. Square Feet of Living: Area in New Dwelling 5~£J Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Febt New Area Commercial/Industrial: City Certification of applicant's information: Square Feet Fjoor Area WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave. Carlsbad CA 92009 (729-929 Bate: -o> - Encinitas Union Schoo 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Marcos Unified School District 215MataWay San Marcos. CA 92069 (290-2649) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the Information provided above is correct and true tp the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is Issued pr if the initial determination of units or square footage Is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Ownfer. / i Signature:Date: T; SCHOOL FEE CERTIFICATION (To be comple 1635 Faraday Avenue • Carlsbad, CA ed oy the school district(s)) 32009^7314 - (760) 602-2700 • FAX (760) 6O2-856O FEB-03-2003 MON 11:32 AH CARLSBAD ENGINEERING FAX NO, 760 602 1052 P. 03 THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT , • HAVE BEENJOR WILL BE SATISFIED. SCHOOL DISTRICT: \ , The undersigned, being duly authorized ^>y 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 freemanAssistant SuperintendentBusiness Sen/ieaa " Carlsbad Unified School District 8Q1 Pins Avenue 1, '> F 1 4.. '-;?i 1 1 1 I • 1 1 . 1 1 1 1 1 1 1 1 1 -_ . • ^^v *•""!! A ^^f^H-^-f LOVELACE EJ- ENGINEERING G-j .-'. Structural Engineering Services ==f jii.-.v.jr--1! STRUCTURAL flBBMHT DATE: JUNE 25, 2002 PROJECT: MULLIGAN RESIDENCE .^ IblO 49A CHESNUT AVENUE ^ CARLSBAD, CA 92008 OWNER: TOM MULLIGAN 1 604 CHESNUT AVENUE ^T" •«, CARLSBAD, CA 92008 V DESIGNER: THE KEMP COMPANIES, INC. \ 3725 TALBOT STEET, STE.2 ^J S AN DIEGO, C A 92106 JOB: J02198 NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE 6496 Weathers Place • Suite 200 • San Diego, California 92121-2958 www.lovelaceeng.com • phone 858.535.9111 fax 858.535.1989rj)/^/497 JOB . LOVELACEENGINEERING/INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 SHEET NO._OF. CALCULATED BY_ CHECKED BY SCALE DATE, DATE SUBJECT DESIGN CRITERIA SHEET 'Z- LOADS VERTICAL ANALYSIS/DESIGN FOUNDATIONS / RETAINING WALLS LATERAL ANALYSIS/DESIGN DETAILS LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB . SHEET NO.. CALCULATED BY_ CHECKED BY SCALE __: OF_ DATE DATE GOVERNING CODE-. CONCRETE. MASONRY: MORTAR; GROUT: REINFORCING STEEL: STRUCTURAL STEEL: NELDlNG; SAWN LUMBER, GLULAMS: SOIL: UBC F'c=25>00 psf, NO SPECIAL INSPECTION REO'D. CUN.OJ ASTM C30,F1m= 1500 psf, NO.SPECIAL INSPECTION REO-'D (UN.OJ ASTM C210, F'c = l800 paf, TYPE S ASTM C416, F'c = 2000 psf ASTM A6I5, Fy = 40ksf FOR *3 AND SMALLER ASTM A6I5, Fy = 60ksi FOR *4 AND LARGER CU.N.OJ ASTM A36, Fy= 36ksf ('STRUCTURAL SHAPES 4 PLATES; ASTM A500, GRADE B, Fy= 4fcksf CSTRUCTURAL TUBING; ASTM A53, GRADE B, Fy= 35ksi CSTRUCTURAL PIPE; E10 SERlES-TYP., E90 SERIES FOR A6I5 GRADE 60 REINFORCING BARS SHOP HELD ING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD-HELDING TO HAVE CONTINUOUS SPECIAL INSPECT. DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER UBC, CHAPTER 23 DOUGLAS FIR OR DOUGLAS FIR/HEM 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-VS FOR CANTILEVER CONDITION ALLOHABLE BEARING PRESSURE ACTIVE SOIL PRESSURE ACTIVE SOIL PRESSURECRESTRAINED; =. PASSIVE SOIL PRESSURE SOIL DENSITY COEFFICIENT OF FRICTION .psf .pcf .per .per .per EXISTING NATURAL SOIL PER UBC TABLE I8-I-A SOILS REPORT BY: PROJECT NUMBER: DATED: SOIL CLASSIFICATION: JOB _ LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 SHEET NO._ CALCULATED BY. CHECKED BY SCALE _2lOF_ DATE. DATE. ROOF DEAD LOAD: ROOFING SHEATHING '. , RAFTER/CEILING JOISTS OR TRUSSES INSULATION DRYWALL OTHER (ELEC., MECH., MISCJ , TOTAL DEAD LOAD-- LIVE LOAD: TOTAL LOAD: 1.5 3.5 1.5 2.5 1.0 psf J6.0 psr FLOOR DECK/OTHER DEAD LOAD: FLOORING ( £AfrfetT<j P*O ; 2.0 psf I&.0 psf LT. WEIGHT CONCRETE .. .0 .0 SHEATHING 2.0 2.0 JOISTS . 3.5 3.5 DRTWALL 2.5 .0 OTHER (ELEC., MECH., MISCJ 3.0 .5 TOTAL DEAD LOAD: • .. /3 .0 psf 16.0 psf LIVE LOAD: (RESIDENTIAL USE PER UBC CHAPTER \&) 40.0 psf f<O.0 psf TOTAL LOAD: -^3.0 psf ^& .0 psf EXTERIOR WALL STUDS 1.0 psf DRTWALL 2.5 INSULATION 1.5 EXTERIOR FINISH (Stl>&e> ) ! ;„ \O.® OTHER CMISCJ 1.0 TOTAL LOAD: /£ .0 psf INTERIOR WALL STUDS 1.0 psf DRYWALL 5.0 OTHER CMISCJ 1.0 TOTAL LOAD: .. 1.0 psf JOB LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121Phone (858) 535.9111 Fax (858) 535-1989 SHEET N0._ CALCULATED BY_ CHECKED BY_ SCALE OF_ DATE DATE VERTICAL ANALYSflS / LEVEL : MEMBERS:. R|= Rr= Vmax=_ Mmax = USE: OR .GRADE:, GRADE: ^UNIFORM LOAD PLF _LBS _LBS _LBS _FT-LBS IN4 CAMBER:. CAMBER: HARDWARE: HARDWARE: 2fUNlFORM LOAD Wl= *•»%. -^ ) W2= Vt <3<i} p|. ty> t^L) fef} P2 = = !£,& "7Z - ^, Q t?v^ = PLF f PLF , I \ 1 DC, *l LBS V R|= = 5"S"M<4LBS^-<v &' Rr = Vmax= = ^^cl = r^y LBS ' IH' _^ LBS "f Mmax= = l^p£>£>FT-LBS lreq = USE: ^/WH^/a GRADE: f*>\- OR GRADE: = H/^ CAMBER: CAMBER: IN4 HARDWARE: HARDWARE: MARK: SPAN= FT. W1 = W2 = Pl = P2 = 0 UNIFORM LOAD PLF = = - PLF LBS LBS Rl= • . LBS Rr = Vmax = Mmax = lreq = USE: GRADE: OR GRADE: = - - • ; = CAMBER: CAMBER: LBS LBS FT-LBS IN4 HARDWARE: HARDWARE: B LOVELACE rrMf^lMCCplMO IMP SHEETNO.tNLallNttHINLj, INU. Structural Engineering Services CALCULATED BY 6496 Weathers Place • Suite 200 Phone (858) 535.9111 Fax (858) 535-1989 SCALE cT ^?^-J OF -* £* DATE DATE VERTICAL ANALYSIS'/ LEVFI : -FLX30R. MEMBERS-. tSCK\r\S/Mg3V06f«.^ MARK:ftSL SPAN =5.'$' FT. 0 UNIFORM LOAD W2 = Pl = P2 = PLF LBS LBS Rl= . \4>%(> LBS Rr = = 1-8T6 Vtnax= = ]%&£> Mmax= ' = -L^GiO LBS LBS FT-LBS lreq= = 3^- IN4 • USE.- HxVL- GRADE: ^ CAMBER: OR GRADE: CAMBER: HARDWARE: HARDWARE: MARK: Eg-2. SPAN= H FT. [vfllNlFORM LOAD WU l«\Ct6.^ = "30^ PLF W2 = Pl= lf*t*%> (>6>t -Z£'2X c^^ ^SIS P2 = _PLF - «*• LBS I ., TLBS f • | t R|=. . = | IM-? LBS . Va« L Rr= -- Um< Vmax= = 'T-^H^ Mmax= . = t-YTrO lreq= = 1*5 USE: tyxfa. GRADE: ^ CAMBER: OR GRADE: - . CAMBER: LBS ' ': , 1 _- T <C ..._LB& — -/^ — -— IN4 HARDWARE: HARDWARE: MARK. F&3 SPAN* 17 < FT. Q UNIFORM LOAD WU- -^OS^O = 10^ PLF W2 = Xc-^'z-T'j = Pl -i •" 5iS»MM -v T1^ O^/j. /*^fi ) = 6f *\7sM P2 = R|= = 2#2f Rr= = ^5"3) Vmax= = ^Tx?:! Mmax= z-Z^^i^ PLF pj LB^ ' <•>Uf^ J, K "'iLBS ^ , i;. /M "t • LBS 1-7 5- LBS j f FT-LBS lreq= = 73^ IN4 USE: 7^.11% GRADE.- p£\_ CAMBER: OR GRADE: CAMBER: HARDWARE: HARDWARE: § para LOVELACEgl 9 tt—^^ V l^n .fr^^^C, • queer Kin 1 3l LNulNbtHINU H B5*sl| Structural Design and Title 24 Energy Analysis HAI r.in ATFR RY II , I' ,'""•„, I 6496 Weathers Place • Suite 200 rHFrxpn RV g San Diego, California 92121 i&asmaBBiMHii 619.535.9111 Phone 619.535.1989 ftax qr A| F LEVFI = RQ£>£- MEMBERS: BgftfV-5 MARK: F$H SPAN * <C FT. D UNIFORM LOAD W2= = PLF PU /PSS. } = 'S^\ LBS P2= = LBSJ?L' Rl= =M7S-? LBS ~< Rr= = -761 I LBS Vmax= = 76^( LBS Mmax= • =/*34ffi? FT-LBS lreq= = /^ IN4 /" <^-7b OF -> t-- DATF HATF •P 1Ai — - - Wr~ — - T i •1 i *T' - - ) f USE: '§.l4>cU'Vk GRADE: LSt- CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: fB-S SPAN = 18 FT. Q UNIFORM LOAD . Wl= . '*7/i. (5S) ^^ PLF W2= - = PLF PU CFg?'i = 2^2-S LBS [ P2= = LBSp.1—,RU - = £2/r4 LBS Rr= = (4(&~~) LBS ^ Vmax= = 625^r LBS Mmax= =^^0 FT -LBS lreq= = ~l*l& IN4 «, v < t l V i, '^ ' 19' USE: -? A XX*^ .GRADE: ^*^-L_ CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: ffe6 SPAN » <\S FT. Q UNIFORM LOAD WU "V-zX36^ "*" ^60^"^^^ = Lj}/L PLF W2= '%, C^3") = M^O PLF- -^. . i*PU CF&SJ = cj/>%7 LBS H P2= = LBS«/^*-RU = 65 /<? LBS 7 Rr= ' . = 'ioHH LBS --•/ Vm<ax= . = &"Slc? LBS Mmax= = M^O FT-LBS lreq= vZIS IN4 |Pl ;t / j "*' USE: ^/TLX. UVft, GRADE: L^>U CAMBER: HARDWARE: OR' GRADE: CAMBER: . HARDWARE: i P3IH i&d| raj ISIell 8 r^i iLiam LEVEL:_J MEMBERS MAR<: Ff W2 = H-. P2 = RU Rrs Vm<ax = Mmax = lreq = USE: 5 OR MARK: PO WU W2 = PU P2 = Rl = Rr = Vm<ax = Mmax = lreq = USE: "? OR MARK: f» Wl = W2 = PU P2 = RU Rr = Vm<ax = Mmi9x = lreq = USE: O I OR LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 fta 'Usop-. \KZKO&&5 / &€-**.•£, SI SPAN=^-r FT. Hi^_^^j&^ &>(m^>Js /*?jC\ '^.^ll^/g, GRADE: l-S*1- GRADE-- ^ SPAN= 12.^ FT. 3-6/^_ CS"^^k fcu. X, ((?% GRADE: L, S L_ GRADE: ^ SPAN= ^l FT. •2-05-%"}.*. «f^t«^ M'-^ ^6^(^ (£(3 O ^^•ir/fe GRADE: U^U GRADE: RHFFT NO / OF S *** r. Al CI II ATFR RY DATF CHFrKFO HV OATF [H UNIFORM LOAD = 2^> PLF = -?5-g PLF ..) 'T, - ^ <5 Vs? 1 R£> I i u > LBS '" ^ I T = 3lT3 LBS ->'— **- -''**"- 5"-?' '~ £r*^ ^~ \ 1— tJw ^ ,r = 3T73 LBS = S<T£»OFT-LBS = 5" 5" IN4 CAMBER: HARDWARE: CAMBER: HARDWARE: QtfNIFORM LOAD = 'T^T PLF PLF LBS LBS = V^^T LBS = ^6^ LBS -- */^^LBS = V5T3oFT-LBS = ^/,/ IN4 CAMBER: HARDWARE: CAMBER: HARDWARE: D UNIFORM LOAD = I^TO PLF = 73A PLF .?. P, --.- L I /i = !6t/5' LBS F11^ -£• — --f^,'2- LBS 'N,-| | T ' = SVj1 LBS "I^I^LJ«*" J^= T£><$£ LBS ^ ^_-._ ^l : _>5^|t- LBS 7 '" — "( '"" = |H3o FT-LBS = 'I'W IN4 CAMBER: HARDWARE: CAMBER: HARDWARE: I 1 F""| LOVELACE I sgl ENGINEERING II SISJ Structural Design and Title 24 Energy Analysis S i. , „„ 1 6496 Weathers Place • Suite 200H San Diego, California 92121 jjmamMaam 619.535.91 11 Phone 619.535.1989 rtw LEVEL- 'BJ2OP-. MFMBFRS: g^ArF^ ?" MARK: j3liO_SPAN = /£ FT. D HU t.1,3CS"i^ H2 = m f £\r - — -**""* ^ ^^^3°^ f*?.£\I I - • . C_ C* H - W1 til *•• j sJ«'U'* -" / i <-l V^**"1 -) P2= . . RU Rr = Vm«ax = Mmax = lreq = USE: 3^»»cll'Vst GRADE: tSv OR GRADE: MARK.- £gi^_SPAN = 1^ FT. Q HU '7<i?>£) H2= S"C?63' PI- p5"0<a^ /-jty- ^ ^.^i C^6^-v "^^'^ (.'^tS\^ P2= •• RU Pr- Mmax = lreq = USE: ' X^K.'-tt'fe GRADE: IPSI- OR GRADE: MARK: SPANs FT. Q HU H2 = PU P2 = RU Rr = Vmax = Mmax = Ireq = USE: GRADE: OR GRADE: RHFFT Mf> i!' CIF 5 t*- rAirni ATFR nv PIATF DHFCkFn RV DATF SRAI.P UNIFORM LOAD = "71 PLF PLF p' ~ _^>^ \ _^ 1— t-"'*-^ ^^" 1 ^ Iv • ^v = 2^6«> LBS^; '-^—rf- ^ = |^'2-\ LBS ^ /<£.__ . .^ = 2At>b LBS = \*S'I^0 FT-LBS = ^II'S IN4 CAMBER: HARDHARE: CAMBER: HARDHARE: UNIFORM LOAD = -2 51 PLF = ISO PLF |P> ,P, . , W< : , J t~>/a - f Ct fa 1 R^ 1 1— 1 1 ' = LB% T , , T --fV~\£, LBS *-Jt~ ,.' - --1-14 LE5 - rS> 1 ( 6«^-r?t-4/ 1 DC. ,- * w = 8>\5"0 FT-LBS = 57"? IN4 CAMBER: HARDHARE: CAMBER: HARDHARE: UNIFORM LOAD PLF PLF LBS LBS LBS LBS = . LBS FT-LBS IN4 CAMBER: HARDHARE: CAMBER: HARDHARE: I LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 ftx JOB .Jo^l^'g SHEET NO. . CALCULATED BY . CHECKED BY SCALE . OF . DATE. . DATE . LEVEL:, MEMBERS:, D UNIFORM LOAD PLF fc.S W2=_ Pl=_ P2 = = \<\0 PLF -¥ l.o^*, if-^ Rr= LBS £_LBS tv .Mmax= ' ""*> lreq = USE:- 7XIM OR l.-> /«."&") - 5^32"^. FT-LBS GRADE: PS.V GRADE: = •-:: -*" IN4 CAMBER: CAMBER: HARDWARE: HARDWARE: MARKOV?- SPAN= Wl= D UNIFORM LOAD PLF D t |,o W2 = PI= fo-^L5'^ P2= 2.<8> Rl= 3'>"W Rr = --V><^ Vmax = Mmax= 5trs< lreq = USE: ~i jUH OR = O ^^ (^-£)\ -- OH. ~~z&vC\ =-s"6Hr LV = I^T*. ^L.^l ="1762. ?<..2.t = -263>& = -^-. GRADE: f^u CAMBER: GRADE: CAMBER: PLF I RC> <-£r"5C^" /LJI€.\/Lu?7 ,?^&*K? r^«>v* LBS .LBS LBS LBS FT-LBS IN4 HARDWARE: HARDWARE: MARK: P^-tT, SPAN- 1 i FT. Q UNIFORM LOAD -. Hl= ~^sxj ( lk.N -V ^•Sx'L C5^\) = 5"6>H PLF L^1- ^ t Lj H2 =PU T.TC^ P2 = Rl = Rr = Vmax = Mm<ax = Ireq = USE: ""7 St'lH OR = O It ^3><^ = 3^7 : . = 3<=>} 5 = .T7J7 = •?•*? r? = ^€£0 -- 1fL-°\ GRADE: PSu CAMBER: GRADE: CAMBER: LBS SEE A-CV, LBS LBS LBS LBS FT-LBS IN4 HARDWARE: HARDWARE: I LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 JOB . SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF_ DATE DATE LEVEL: MEMBERS:. VH3.71CAL ANALYSIS / SSSMlC DESIGN - (\_\N e MARK: Wl = . W2 = SPAN =FT, W3 = 1-7 C%Ofe£>^Q. Pl=_ P2: P3= — P4 = * Rl= Rr= Vmax= lreq = o - \2D + 0.5L + I.0E PLF LBS .LBS J-BS LBS PH Pi = 12^0 LBS I ~~ 'LBS ' 14 USE: -? *tM OR GRADE: PSU CAMBER: HARDWARE:. GRADE: CAMBER: HARDWARE: SPAN=FT. wu PLF W2= o.* L^C2~}~] W3= o.G 1 1st, 0£>] Pl= o .*? ]T7i<*S£/*'5\P2= rt.^ /"^ f 60 ^^cn P3= 2 **& ('£<>(<:} P4= - 2-. S> C'24 iT-"^RI= ^^^^y-zu-zt Rr= 133V-2..T.« Vmax = Mmax= '2-^^"^9/'?.'l2'\ = ^^ PLF = ^^ PLF = 35S- LBS = ?4e>C> LBS = 5^4 ^ LBS — -••/••i ^T"txf 1 O.C,_ o * J 1 l^i^" =-2."7 11- LBS = (>*> S LBS = 2. ^/O' LBS = /0£&7 FT-LBS lreq= = — IN4 USE: ~? *_ |H GRADE: KS OR GRADE: W CAMBER: CAMBER: HARDWARE: HARDWARE: I I ma 1 ilH Ugsl I ^"^ Ls*™ LEVEL: MEMBE MARK:? WU W2=/%: Pl- P2 = RU Rr = Vmax = lreq = USE: OR MARK: WU W2 = PU P2 = RU Rr = Vmax = Mmax = lreq = USE: OR MARK: WU W2 = P! = P2 = RU Rr = Vmax = Mmax = lreq = USE: OR LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis D 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 ftax ftcop- J5S: 1?€?H"'I5 ~ L)M^ F" ^^\\ SPAN = \<\ FT. &i\* /SO, ; kii -V^T^ I-«X^ f^*/ ^\ t?<3,^ -p y. 1 4 GRADE: PSt_ GRADE: SPAN= FT. GRADE: GRADE: SPAN« FT. GRADE: GRADE: RHFFT NO I I OF J £" rAir.in ATFO RY DATF nWFOKFn RY DATF SOAI F n UNIFORM LOAD = 5&8> PLF ) . = 1 n, PLF ^ <f <?> ' -** .* t i. i^/» -T^ , • ^= ^.<i4o LBS j ; = WHI. LBS JE(I^[ I ! = 1TM1 LBS Jt t/.'.-^. = ^ HZ LBS 1. _ '-^J— - ^ , — ,,p -J O *x*' i 1 L— ui^fv" •—'•-••- sf y*-\ ^^f~ |k|4 CAMBER: HARDWARE: CAMBER: HARDWARE: /•" D UNIFORM LOAD / PLF PLF LBS LBS LBS LBS LBS FT-LBS IN4 CAMBER: HARDWARE: CAMBER: HARDWARE: G UNIFORM LOAD PLF PLF LBS LBS LBS LBS LBS FT-LBS = IN4 CAMBER: HARDWARE: CAMBER: HARDWARE: I LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB . SHEET NO.. CALCULATED BY_ CHECKED BY. SCALE OF_ DATE DATE FOUNDATION ALLOWABLE BEARING PRESSURE, g = (#)QpSF CPER DESIGN CRITERIA; CONTINUOUS PERIMETER < BEARING WALL FOOTINGS. LOCATION; WIDTH REQ'D = CW,/c| x \2) = (OS&PLF IN [USE: IS " WIDE X DEEP WITH TOP 4 BOTTOM LOCATION:, W,= WIDTH REQ'D = CW,/cj x 12; =_ PLF ' IN USE:WIDE X DEEP WITH TOP 4 BOTTOM LOCATION:, WIDTH REO.'D= CW,/c| x 12; =. .PLF IN USE:" WIDE X " DEEP WITH TOP 4 BOTTOM ISOLATED SPREAD FOOTINGS-. MARK: F- | P= = P/C| X 144 = .LBS SO. IN USE= ^"SQUARE X <2>"DEEP WITH EA WAT C3" CLEAR FROM SOIL; P= = P/q x 144 =SO IN USE: ^6 "SQUARE X / S " DEEP WITH EA WAT (3" CLEAR FROM SOIL; I 5! ENGINEERING H ka^ Structural Design and TlUe 24 Energy Analysis 1 r""'".u ' 6496 Weathers Place • Suite 200 1 San Diego, California 92 121 mwztKKmwss 619.535.9111 Phone 619.535.1989 fta* MARK: F- ^ p= HnOq^i, feo Areq'd = P/q X 144 = USE -._?&_ SQUARE X _1§ ! DEEP WITH MARK: F- H (.f&*>~) Cffc n P= 2L«6o -v 37V Ar«,'d = P/q x 144 = USE: 48" SQUARE X |S "DEEP WITH MARK: F- P= Arsq.d = P/q x 144 = USE: " SQUARE X "DEEP WITH MARK: F- P= Areq'd = P/q X 144 = USE: " SQUARE X " DEEP WITH MARK: F- P= Areq.d = P/q x 144 = USE: "X "X "DEEP WITH MARK: F- P = Area'd = P/q X 144 = USE: "X "X "DEEP WITH MARK: F- P= Ars0'd = P/q x 144 = USE: . " X "X . "DEEP WITH RHFFT NO: * S OF " 2— - HAI rill ATFH RY DATF CHECKED BY nATF SP.AI F = ^ Z, SQ IN 3 * *T EA WAY (3" CLEAR FROM SOIL; '\C^^ ,iftw LBS = "2^"? SQ IN ^" * S EA WAY C3" CLEAR FROM SOIL; LBS SQ IN * EA WAY ( 3 "CLEAR FROM SOIL; LBS SQ IN * EA WAY C3" CLEAR FROM SOIL; LBS SQ IN * < * (3" CLEAR FROM SOIL; LBS SQ IN • ' 4 * f 3" CLEAR FROM SOIL; LBS SQ IN * 4 * C3" CLEAR FROM SOIL; LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB J^TJ*??^ SHEET NO.. CALCULATED BY. CHECKED BY SCALE A^L OF_ DATE. DATE LATERAL ANALYSIS / PESO AREA: SEISMIC LOAD: SEISMIC ZONE: . 4 SEISMIC SOURCE TYPE: SOIL TYPE.- JiEL Ca-- 1= 1.0, STANDARD OCCUPANCY R= S".£ * 1.4 = J2/7 Ct= 0.020 hn= — W = TOTAL SEISMIC DEAD LOAD HIND LOAD: EXPOSURE:^ Ce= __!TL, TABLE BASIC WIND SPEED = 10 tnph Cq= 1.3, TABLE 16-H q6= 12.6 par 1= 1.0, NON-ESSENTIAL FACILITY P= ROOF WEIGHT : DIAPHRAGM = (lo(*> + \l3C?t- l65'i-'i)-t-£~T)'2c> EXTERIOR WALL WGT. CTRlB. TO DIAPHRAGMS *%- (2&~£) INTERIOR HALL WGT. CTRlB. TO DIAPHRAGMS */T- (^^)( TOTAL WEIGHT TRlB. TO DIAPHRAGM = Ist FLOOR WEIGHT: DIAPHRAGM* 6° ^-4- *-{ ST& + «3o) )3 EXTERIOR WALL WGT. CTRlB. TO DIAPHRAGMS *l \?-T>\. INTERIOR WALL WGT. CTRlB. TO DIAPHRAGMS A ( ^tffiD TOTAL WEIGHT TRlB. TO DfAPHRAGM = SUMMARY: TOTAL DEAD LOAD, W = BASE SHEAR. V=-%^CWS CWS"' BUT NEED NOT EXCEED: - BASE SHEAR. V= ^CaL cW;= O.l£6 CWS Llcl6>'Zjc> LBS O6") |4 S"H4 LBS '-») \ 1 O^-T LBS 6S"3<»C> j_BS c 30^-^.0 LBS ^lO-t IfSHS = H&<&0<* LBS C"7^ -f 11615- ' I6€15- LBS ^4tOa LBS IS^^6Ci LBS LBS 2^1 ^ 5O LBS BUT NOT LESS THAN: BASE SHEAR, V=0.IICaICWS CWS BUT NOT LESS THAN CSEISMIC ZONE 4 ONLY* BASE SHEAR, V= 0-&W rWS CWS _ LBS LBS LOVELACEENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 Fax JOB .8 SHEET NO. . CALCUUTED BY . CHECKED BY SCALE . OF _ . DATE . DATE LOAD DISTRIBUTION! LEVEL R \<\ Ft £5.3 kips V2-HV kip-Ft H-4 kips 2-481 Ft2 st TOTALS: _Ft ^H.\ kips SHI kip-Ft TL.Vkfps 11HD Ft2 ?ofc$>fp-rt 2^ H ktp& 5". SHEARWALL DESIGN: ROOF DIAPHRAGM: HIND TRIBUTARY AREA, TA = SEISMIC Cvx; N-S: ~l.\ psF E-H: 1.1 psF 1st FLOOR DIAPHRAGM: WIND TRIBUTARY AREA, TA = TA = WIND, vx = CPxTA;/A psf SEISMIC Cvx; N-S: 3",7~- psF E-W= S. "L psF WIND, vx = CPxTA;/A -psf _psF .rt2 CN-S; rt2 CE-W; St .rt2 CN-S; rt2 CE-W; GOVERNS GOVERNS GOVERNS GOVERNS I LOVELACEENGINEERING JOB . Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 Fcur SHEET NO. CALCULATED BY . / 0 OF '02- DATE . . DATE . SCALE . '2>Ai FLOOR SHEARWALLS LrJk_DIRECTION LATERAL LOAD, vx= 1>\ PSF LINE I . TRIB. AREA, TA= "^J^ LOAD « THIS LEVEL= (v^ x TA;= LOAD, LEVEL = = 12S 1 FT2 = "B^to LBS = - LBS REDUNDANCY: jvf? t=>) = 1.0 BY INSPECTION TOTAL LOAD = S>tfVO LBS rm« = CLOADXI0/LW = ADJUSTED LOAD = SHEAR WALL LENGTH, L = v- C\L/l)-- . - : X UO = 8>Sto LBS ^L\S -t l"S.O = "M.ST FT = -2z,-2_ PLF USE: (\) PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, fl^O.K. BY INSPECTION OT MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: FT-LBS FT-LBS FT-LBS LBS USE: LINE 5 46 TRIB. AREA, TA=. ^ LOAD « THIS LEVEL = <VV x TA;= LOAD, LEVEL = '•^ = ("2-H| FT2 = 'PS'cs LBS = " LBS REDUNDANCY: F/fp) = 1.0 BY INSPECTION TOTAL LOAD = -S^'0 LBS rmax = CLOAD/I0/L;/V = C£>; = 2-20/CrmaxjA^; = ADJUSTED LOAD = SHEAR WALL LENGTH, L = ("4 v= HL/L)= USE: @ PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: £ FT, OT MOMENT: <<£j°*iY-OV * 16416 RES. MOMENT: o,«=J f °iY»'V«V^ ^ 2-^^J . NET MOMENT: s IS62fS UPLIFT= . . ' * ^1>H~l USE: S . = x /„& = §"gs«? LBS I -f <S. -V- l\ = 12.^ FT , . = "S*SH PLF l-^Cs^MYl^ =(S^3l'Z-i=T-LBS 0.«1 C'c»66)f2.-lC^ni'2A. =^-2// FT-LBS ^ll&O FT-LBS : 8O^ LBS I] 1 »H| LOVELACE 1 3 ENGINEERING SHFFTNO 9| ^^i Structural Design and Title 24 Energy Analysis 9 _..,JH CALCULATED BY | " 1 6496 Weathers Place • Suite 200 H San Diego, California 92 121 rHFr-KFn RY Fi.»iiiniiin yj 619.535.9111 Phone 619.535.1989 Fox SCAI F •2** FLOOR SHEARWALLS A~W DIRECTION LATERAL LOAD, vx = Hi_PSF LINE >\ TRIB. AREA, TA= /^^^ LOAD « THIS LEVEL = (V. x TA;= . • LOAD, LEVEL = REDUNDANCY: ^f(p) = 10 BY INSPECTION r^ -- (LOADX\0/L)/V = 17 o, '-?^ DATP DATF = S3o FT2 = 37d2 LBS = ' LBS TOTAL LOAD = 3-?<$3 LBS - f£>; = 2-20/Cr VJAI.; = =xj<.& ADJUSTED LOAD: SHEAR WALL LENGTH, L= . 5* -e 1 v= CTL/L;= USE:<g> PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: S FT, fl O.K. BY INSPECTION OT MOMENT: 3l'-lfS;Y«vi . RES. MOMENT: o. <=i jf ^6&S *- ^ Ll^\ ^/z. NET MOMENT: UPLIFT= : -31 43 LBS = \i. FT =3'\H PLF = Hl3o. FT-LBS = ?<^a=> FT-LBS . = !»<$ 10 FT-LBS *^?*?1*^*^ 1 C5.Cs: C~->(-L- LDO USE: E3 LINE S TRIB. AREA, TA= ^1o.66 4- 16M") 1^ LOAD ® THIS LEVEL: Cv. x TA;= LOAD, LEVEL= , REDUNDANCY: D C/43^ s l-<2> BY INSPECTION : ^-L FT2 = HlOiP LBS = — LBS TOTAL LOAD =_^2OcLBS Cy&; = 2-20/('rmavjA^; = = x./^o ADJUSTED LOAD= = ^Ica^LBS SHEAR WALL LENGTH, L = v= (IL/lh USE: <H> PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 4 FT, Q O.K. BY INSPECTION OT MOMENT: I^OO C^ RES. MOMENT: O.« C It^C8!^ ^ "X, NET MOMENT: UPLIFT: = <5\ FT = S"Z7- PLF = ^"2300 FT -LBS : S'Z-Sh FT-LBS = 5~?oS/ FT-LBS = ^^17 LBS USE: 3 I | ™ LOVELACE I »ai ENGINEERING SHEET NO. I BBS Structural Design and Title 24 Energy Analysis H ^_H nALCULATFD RY I 1 1 6496 Weathers Place « Suite 200 • San Diego, California 92 12 1 r-HFr.KFn RY H mi - 619.535.9111 Phone 619.535.1989 Fox ROAIF J-iT^FLOOR SHEARWALLS A-tt DIRECTION LATERAL LOAD, vx = IZJL_PSF LINE C TRIB. AREA, TA= ("\\€>O 4- I«^O '/-^ LOAD « THIS LEVEL = <VU x TAJ= LOAD, LEVEL = ' REDUNDANCY: G ^ z '-0 BY INSPECTION IS OF I'Z- HATF OATF = 6~T\ FT2 = Hll^ LBS = " LBS TOTAL LOAD = ''H'^LBS - f£>; = 2-20/fr^jA^; = = x lt£ ADJUSTED LOAD = ^^T^LBS SHE AR WALL LENGTH, L == 10 FT v= CTL/L;= = ^i^ PLF USE: (D PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LEN6TH= /O FT, D O.K. BY INSPECTION OT MOMENT- H~n^ ( *l'^> RES. MOMENT == <=» FT-LBS NET MOMENT: = ^^-7?FT-LBS UPLIFT == H7.9 8 LBS USE: S LINE NCT usrc> TRIB. AREA, TA = LOAD a THIS LEVEL = (V.. x TA;= LOAD, LEVEL = REDUNDANCY: G fp; = 1.0 BY INSPECTION rwa« = ('LOADXI0/L;A' = FT2 LBS LBS TOTAL LOAD = LBS - C/b; = 2-20/(rma^jA^.) = =x • ADJUSTED LOAD = SHEAR WALL LENGTH, L = v= CTL/L;= USE=O FER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH = FT, PI OK. BY INSPECTION OT MOMENT = RES. MOMENTA NET MOMENT = UPLIFT = . LBS FT PLF FT-LBS FT-LBS FT-LBS LBS USE: LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 JOB ,JQ-2,\Ct<& SHEET NO._ CALCULATED BY _ CHECKED BY SCALE OF_ DATE DATE j£ FLOOR SHEARWALL LATERAL LOAD, vx = /. LINE p TRIB. AREA, TA= LOAD « THIS LEVEL = Cvx x TA> .LOAD, LEVEL = -t-17 FT2 LBS REDUNDANCY: [vfC/6; = 1.0 BY INSPECTION rmax.= CLOADXIO/LW =_ TOTAL LOAD = = ~ LBS LBS ADJUSTED LOAD = SHEAR WALL LENGTH, L=_ v= CTL/L;= PER SHEAR WALL SCHEDULE OVERTURNING; SHEAR PANEL LENGTH = 7 FT, Q O.K. BY INSPECTION LBS OT MOMENT = RES. MOMENT = NET MOMENT = UPLIFT = "7 £33C Xl** )v .- o. «i L*\ 0& -t ^u,^0")"] 7-\_ = 7.1 ICB FT-LBS ^Z^S FT-LBS = /i 9^ FT-LBS z^fU LBS ^OVERTURNING: SHEAR PANEL LENGTH =_ OT MOMENT = RES. MOMENT= NET MOMENT= UPLIFT = USE: _FT, n O.K. BY INSPECTION .FT-LBS _FT-LBS _ FT-LBS LBS ^OVERTURNING: SHEAR PANEL LENGTH = OT MOMENT = RES. MOMENT= NET MOMENT= UPL IFT = USE: ~H O.K. BY INSPECTION = /giHH FT-LBS _FT-LBS _FT-LBS LBS =(? | ^ LOVELACE • H@| ENGINEERING BHP,™ 2-° o* 'S"*— H HSflj Structural Design and Title 24 Energy Analysis 9 turn H rAI rlll ATFP PYi L J 6496 Weathers Place • Suite 200 H San Diego, California 92 121 rHFrKFn RY a, m 619.535.9111 Phone 6 19.535. 1989 Fax ' RCAt F , '• _£<LFLOOR SHEARWALLS 1^-JLDIRECTION LATERAL LOAD, vx = 5"-^ PSF LINE 1 TRIE. AREA, TA= (.5?^ -K H •$<* + g ?<*} ^ LOAD ® THIS LEVEL = <VU x TA<>= LOAD, 1- LE^L= (j-wet^ REDUNDANCY: B-C/b; = 1.0 BY INSPECTION rm^ = CLOAD^10/L;/V = DATF DATF = 82,-i FT2 - ^-ij LBS 5 ^''s'to LBS TOTAL LOAD = I3V3"7 LBS (/=>) = 2-20/Cr U-JAI; = = x ,to ADJUSTED LOAD = SHEAR WALL LENGTH, L= "7 , "^ * *"? •K4}' -t 1 V = li,rv? LBS = tO.S' FT v= CTL/L^= = ^/3O PLF USE: <g> PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH = ^ FT, fl O.K. BY INSPECTION OTMOMENT= • l^^ (^(^ RES. MOMENT= O.^ T l6^nV}"S^s*_ NET MOMENT = UPLIFT = USE: IS LINE 1- TRIE. AREA, TA=. O060-" S^^J'/^, LOAD « THIS LEVEL = (v» x JA)-- LOAD, LEVEL = REDUNDANCY: ^f(ft) = 1.0 BY INSPECTION = TX-t-o FT-LBS . = )5<»3Q FT-LBS * ^18^ LBS = 7S"5' FT2 = 3^-7^ LBS = - LBS TOTAL LOAD = 3*414. LBS - (p) = 2-20/Crma^jA^; = = x /«O ADJUSTED LOAD = SHEAR HALL LENGTH, L= ^.'S'-fH.S'-*-^ v= CTL/L;= USE:<C> PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH =frf FT, Q O.K. BY INSPECTION OT MOMENT = ^.sC^iQY^'^ RES. MOMENTA O.c\ ( t6 Gi^H '5x^|, NET MOMENT = UPLIFT = USE: Z ='?<t'2j£ LBS = if> FT = 2^ PLF = ^^-30 FT-LBS = I3V2. FT-LBS = 1S-IS FT-LBS = I61O LBS I ""Hi LOVELACE I BBJ ENGINEERING SHFFTNO ^1 OF ^^ 9j| HfiH Structural Design and Title 24 Energy Analysis i 1 l 6496 Weathers Place • Suite 200 H San Diego, California 92121 ( jJaaantigmM 619.535.9111 Phone 619.535.1989 Fox • I** FLOOR SHE ARWALLS .^INDIRECTION LATERAL LOAD, vx = ^"^ PSF LINE ^ ' TRIB. AREA, TA= (^"^-^ l^-tQ^ . LOAD • THIS LEVEL - (V,, x TAJ= LOAD, LEVEL = REDUNDANCY: gf(/=>) -- 1.0 BY INSPECTION rmav = (LOADX\0/L)/V -- CALCULATED BY DATF "IHFCKFD RY DATP ?r.AI F ^ '/-^ = 6'Ho FT2 = J"3Jo LBS : •— LBS TOTAL LOAD= *32?oLBS - (to) -. 2-20/(rma»jA^) = = xl#> ADJUSTED LOAD = SHEAR WALL LENGTH, L= ^ = i>n o LBS •V 6 = 1^ FT v= (ii/L)= =• 1*7^ PLF USE: <£) PER SHEAR WALL SCHEDULE OVERTURNING: , SHEAR 'PANEL LENGTH= FT, PTO.K. BY INSPECTION OT MOMENT = RES. MOMENTA NET MOMENT = UPLIFT = FT-LBS FT-LBS . FT-LBS LBS USE: LINE £ . TRIB. AREA, TA = . ^~?ZSi. LOAD « THIS LEVEL= (v^ x TA;= LOAD, "L- LEVEL= {j~\**&~ £^ \1 REDUNDANCY: 0?/t>; = 1.0 BY INSPECTION rmax = (LOADX\0/l)/V = = 3-2C FT2 = |-?M8 LBS ^SOH^> = ^1C2> LBS TOTAL LOAD = "Ctf/C LBS : (/=>) = 2-20/CrmflvjA^; = = X|,G> . ADJUSTED LOAD = SHEAR WALL LENGTH, L= ^ -^'Z--f2 v= CTL/L;= USE:^> PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH -- £> FT, OT MOMENT = £ fes^ A ' ) t ^<{ «( ( 6 RES. MOMENTA tf.^t^itft'X. «• S"?5 NET MOMENT= ff^ffiH\ UPLIFT: 1*pn + •&**'%> ^ -7I«C( USE: DO) = €416 LBS ^•f-f ^- = fc,< FT = S"S"^ PLF L. M \ FT. /*LJr1.<5"^'iyjS'S'L()C<i1^l =^.1vlOet FT-LBS ^'^^^XjteY1^- = "7^4 »• FT-LBS = 2-"!S7o FT-LBS UC^^£&.> 4-*VHTl5<, : H476 LBS If^J I ™»| LOVELACE I J ENGINEERING PHFFTNO • BS&5J Structural Design and Title 24 Energy Analysis H _..13 CAI fill! ATED RYH • i 6496 Weathers Place • Suite 200 B San Diego, California 92 121 rwFrkm RY ELuMBit-jiHM 619.535.9111 Phone 619.535.1989 Fox RnA| p 1 FLOOR SHEARWALLS A_lii.DIRECTION LATERAL LOAD, vx = S.I P5F LINE /V TRIB. AREA, TA= l°k%^ LOAD « THIS LEVEL = (v» x TAJ= LOAD, "^ LEVEL = ^Ui-ie, f^> REDUNDANCY: [jftfp) = 1.0 BY INSPECTION rm^--(LOADX]0/L)/V-- (/=>) = 2-20/Cr U.JAI; = ADJUSTED LOAD = SHE AR WALL LENGTH, L= S>-> v= CTL/L;= USE: ^> PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH = £ FT, fl O.K. BY INSPECTION OT MOMENT = S~ (• S^ ^ Cl ^ RES. MOMENT = a . '*( C^\\ Ct^\ "5""^ NET MOMENT = UPLIFT= --iVa- -f "l'l('pfr<?/af4 ^."?- OF i &• DATF DATF = ^3 c» FT2 "*?j*">ig*'^X' 1 y*^> CL= ^./5& UDO = 3"?63 LBS TOTAL LOAD = <^T2® LBS = = x AO = <a'5^<» LBS = \1_ FT = •CHH PLF =2>MV» FT-LBS = /^lo FT-LBS = W^i-OFT-LBS =tf?*M LBS USE: 0^1 LINE & TRIB. AREA, TA = . <"?Z'/2^ LOAD « THIS LEVEL = Cvu x TA;= LOAD, *7^ LEVEL = 6«-'Ai6r ^) REDUNDANCY: $(p) = 1,0 BY INSPECTION . ^^ ^"1 ^S, * ^_^B^^—*1* *Xx fc^ ) — 0 "0 /71 X/1 *• / A ' ) — "s -— ^ajr f ^i * ^^ ADJUSTED LOAD = SHEAR WALL LENGTH, L = = lit*. FT2 = 1*7 18 LBS = '-Hot* LBS TOTAL LOAD = ^ ^M^> LBS ^ = O.l«7> - -O.M ^>x /.o ^Wfe LBS = 13 FT v= rTL/L;= = ^6 PLF USE: <H> PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH = \**> FT, Q O.K. BY INSPECTION OT MOMENTA ^Sfgf^O RES. MOMENTA <^ ^ C CfXTT^ v<3>^_ NET MOMENT = UPLIFT= M \ ^"7 "V" ^"Xf^"i</^-»=>* = S&31 FT-LBS = ?tf*f FT-LBS =5"V^38 FT-LBS = g^S5" LBS USE: Til I I 5™1 LOVELACE1 mS ENGINEERING PMPPTMO Bj B98 Structural Design and Title 24 Energy Analysis fj — »Ji -f-M H MATFP RY9 l 1 6496 Weathers Place • Suite 200 • San Diego, California 92 121 r-HFrKFn RY F ••iiiiiiilll 619.535.9111 Phone 619.535.1989 Fox sr.Ai F » FLOOR SHEARWALLS A-W DIRECTION LATERAL LOAD, vx = <»?- PSF LINE O TRIE. AREA. TA= ^J«"1 V -Z^V -i- le> *~j> ^ LOAD a THIS LEVEL = <V x TA;= LOAD, -£, LEVEL= ^u»J«. O REDUNDANCY: Q rp ; = 1.0 BY INSPECTION rm;,v = CLOAD-XWLW. = <Z/3 'OP -ET- ' DATF OATF = Hil FT2 = 2I&.«! LBS = ^1~7^ LBS TOTAL LOAD = ^^^ LBS . = (!=>) -- 2-20/Crm^jA^; = =xl>^ ADJUSTED LOAD = SHEAR WALL LENGTH, 1_ = *64HH LBS : /5".S" FT v= CTL/L>= = 44^ PLF USE: <g> PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LEN6TH= IS-'S' FT, |~| O.K. BY INSPECTION OT MOMENT= • (T<qM4 ( *t 0 = glJ-ieit FT-LBS RES. MOMENT= ^-^ E (3 (1^ t^/^it^S)1^'5/^ = "53 7 Tt FT -LBS NET MOMENT: UPLIFT = - HZ-QQ. * "2^e>0^^- : 'ZI.OOOFT-LBS 5" = ^HO LBS USE: Pol LINE .-P TRIB. AREA, TA= . <^B3o-V Hjo^J^ LOAD ® THIS LEVEL = (V.. x TA;= LOAD, 2- LEVEL= ^UH-S: ?^ M*»T7 ^ a'^/i-H> REDUNDANCY: Q^Cp; = 1.0 BY INSPECTION rmav = CLOAD/10/L^A/ = = £Vo FT2 = ^I'i'Sr LBS = WST\ LBS TOTAL LOAD = ^\<K1^ LBS - ('.to; = 2-20/Oma%,jA^; = = x UO ADJUSTED LOAD: SHE AR HALL LEN6TH, L = v= CTL/L;= USE: (D PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, f/O.K. BY INSPECTION OT MOMENT: RES. MOMENT: NET MOMENT = UPLIFT: = H&78 LBS = *Z& FT = KS' PLF FT-LBS FT-LBS FT-LBS LBS USE: I i SHS| LOVELACE I B3| ENGINEERING PM^TNO 9 HsSI Structural Design and Title 24 Energy Analysis i I """ J 6496 Weathers Place • Suite 200 B San Diego, California 92121 rHFrKFn RY ^HiMimnimmB 619.535.9111 Phone 619.535.1989 Fox G*\ OF Sc. DATF DATF ^ FLOOR SHEARWALLS LATERAL LOAD, vx=?>^- PSF LINE H TRIE. AREA, TA= ^3<r/^ LOAD « THIS LEVEL= <VV x TA;= LOAD, "12- LEVEL= (U'4e lO MTH C ' ^'V^/-^ REDUNDANCY: 07/t>; = 1.0 BY INSPECTION = Hl^ FT2 = T_ISB LBS = "Z&~£7 LBS TOTAL LOAD = H^8S"LBS - (£>; = 2-20/fr »JA^) = = x /,£> ADJUSTED LOAD= ' =H^f5"~LBS SHE AR WALL LENGTH, L= "5 (^"^/WN v= CTL/L;= USE: <g> PER SHEAR HALL SCHEDULE 3 - SV41.-E-. * 13 *H OVERTURNING: SHEAR PANEL LENGTH= FT, |~~| O.K. BY INSPECTION OT MOMENT: RES. MOMENT= NET MOMENT= UPLIFT= _ = S".^ FT = <?<D£ PLF FT-LBS FT-LBS FT-LBS . LBS USE: LINE TRIB. AREA, TA». LOAD a THIS LEVEL = (v^ x TA;= LOAD, LEVEL = REDUNDANCY: D CA3^ = I-0 BY INSPECTION FT2 LBS LBS TOTAL LOAD = LBS - .f/b; = 2-20/frm?vjA^> = = x ADJUSTED LOAD = SHEAR WALL LENGTH, L = v-- ni/L)-- USE:Q PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, |~| O.K. BY INSPECTION OT MOMENT: RES. MOMENT: NET MOMENT: UPLIFT= . . LBS FT PLF FT-LBS FT-LBS FT-LBS LBS USE: JOB . LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 SHEET NO. _ CALCULATED BY_ CHECKED BY SCALE OF DATE DATE NOTE TO PLANCHECKER: THIS SECTION CONTAINS THE FOLLOWING INFORMATION CIF APPLICABLE TO THIS PROJECT; FOR YOUR USE IN CHECKING THE PLANS; FOUNDATION AND FRAMING STRUCTURAL NOTES NAILING. SCHEDULE (TABLE 23-ll-B-U SHEARWALL SCHEDULE FOUNDATION PLAN: PAD FOOTING SCHEDULES FOUNDATION PLAN; HOLDOWN .SCHEDULES SPECIAL INSPECTION SUMMARY LIST STRUCTURAL DETAIL DRAWINGS FOUNDATION PLAN: FOOTING 4 HOLDOWN CALLOUTS FRAMING PLANS.- RAFTER, HEADER, BEAM, POST 4 HARDWARE CALLOUTS SHEARWALL LINE LOCATIONS SHEARWALL CALLOUTS JOB . LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 SHEET NO._ CALCULATED BY_ CHECKED BY_ SCALE OF DATE ' DATE. 1. ALL PAD FOOTINGS WITH 4X POSTS ON SlLL PLATES SHALL HAVE SIMPSON 'A23' EA. SIDE « BASE. 4X POSTS ON INDIVIDUAL SPEAD FOOTINGS SHALL HAVE SIMPSON 'CB' « BASE U.N.O. 2. EXCEPT AT SHEAR PANEL LOCATIONS, ANCHOR BOLTS SHALL BE 5/8" DIAMETER WITH T MlN. EMBEDMENT « 12" o.c. CU.N.OJ 3. REFER TO SHEAR WALL SCHEDULE FOR ANCHOR BOLT CALL-OUTS AND SPACING AT SHEAR PANEL LOCATIONS. 4. THERE SHALL BE A MINIMUM OF TWO ANCHOR BOLTS PER SlLL PLATE PIECE WITH ONE ANCHOR BOLT LOCATED A MINIMUM OF 4V AND A MAXIMUM OF 12" WITHIN EACH END OF EACH SILL PLATE PIECE. 5. PLATE WASHERS A MINIMUM OF 2" X 2" X 3/lfc" THICK SHALL BE USED ON EACH BOLT. b. ALL ANCHOR BOLTS, HOLDOWN ANCHORS 4 DOWELS MUST BE IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 6. CONTINUOUS EXTERIOR PERIMETER AND CONTINUOUS INTERIOR BEARING WALL FOOTINGS SHALL BE AS FOLLOWS CU.N.OJ: A; SUPPORTING ONE FLOOR AND A ROOF: 12" WIDE X 12" DEEP INTO NATIVE SOIL OR 30%, COMPACTED FILL WITH <U«5 REINFORCING BAR 3" FROM THE TOP * BOTTOM OF THE FOOTING. B; SUPPORTING TWO FLOORS AND A ROOF: 15" WIDE X 18" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (\) «5 REINFORCING BAR 3" FROM THE TOP < BOTTOM OF THE FOOTING. 3. CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK WITH *3 REBAR « IS" O.C. EACH WAY IN THE CENTER. UNDERLAY WITH 2" CLEAN SAND OVERLYING & MIL. VISO.UEEN OVERLYING ADDITIONAL 2" CLEAN SAND. 10. THE MOISTURE BARRIER SHOULD BE PROPERLY LAPPED AND SEALED AT JOINTS AND AROUND ANY BREAKS SUCH AS OPENINGS FOR UTILITY CONDUITS. I). ALL NON-BRG. WALLS SHALL USE 2X P.T. SILL W/ *2330 RAMSETS « 32" O.C., fe" FROM ENDS. PER CICBO *IWU SHOVEL FTG. FOR RAMSET EMB. 12. ALL DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH ARCHITECT/DESIGNER. 13. BOTTOM OF ALL FOOTINGS SHALL MAINTAIN MlN. T-0" TO DAYLIGHT WHERE SLOPES OCCUR PER SOILS REPORT. HORIZONTAL DISTANCE SHALL BE MEASURED FROM THE BOTTOM LEADING EDGE OF FOOTING TO DAYLIGHT. NOTE: THE ABOVE SPECIFICATIONS SHALL APPLY UNLESS NOTES OTHERWISE ON THE DRAWINGS. I LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 JOB . SHEET NO. _ CALCULATED BY_ CHECKED BY SCALE OF_ DATE DATE I. ROOF SHEATHING SHALL BE: 1/2" PLYWOOD EXPOSURE I INDEX 24/0 8d COMMON NAILS « 6" o.c. B.N. Sd COMMON NAILS a 12" o.c. F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES, PERIMETER WALLS, 4 SHEARWALLS 1. FLOOR SHEATHING SMALL BE: 23/32," APA RATED STURDl-.l-FLOOR, T4G, 24" o.c. SPAN RATING, EXPOSURE I I0d COMMON NAILS « fc" o.c. B.N., I0d COMMON NAILS a 12" o.c. F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES, PERIMETER WALLS, 4 SHEARWALLS 3, ALL RAFTERS, JOISTS 4 HEADERS SHALL BE DOUGLAS FIR LARCH *2 GRADE. 4. ALL BEAMS'SHALL BE DOUGLAS FIR LARCH *i GRADE. 5, ALL POSTS SHALL BE DOUGLAS FIR LARCH *l, U.N.O. 6>. ALL HANGERS SHALL BE SIMPSON "U" HANGERS, U.N.O. I. ALL ROOF HEADERS SHALL BE 4X4 U.N.O 8. PROVIDE DOUBLE JOlSTS a SIDES 4 ENDS OF ALL OPENINGS. (U N.OJ SISTER TOGETHER WITH \&d a 12" O.C. CTYPJ 9. ALL POSTS TO BEAM CONNECTIONS SHALL BE SIMPSON 'PC1 U.N.O. \<Z>. . ALL BEAM TO TOP PLATE CONNECTIONS SHALL BE SIMPSON 'A35-' EA. SIDE U.N.O. II. USE 2X4 D.F.*2 STUDS a -Ifc" O.C. FOR ALL BEARING WALLS !0'-0" OR LESS IN HEIGHT. d4'-0" MAX. FOR NON-BEARING.). FOR BEARING STUD WALL HEIGHTS IN EXCESS OF !0'-0" USE 2X6 D.F. *2 STUDS a 16" O.C. flfe'-0" MAX. HEIGHT; C20'-0" MAX. FOR NON-BEARING;. ALL BEARING SLOPING RAKEWALLS SHALL BE CONTINUOUS BETWEEN FLOOR / FOUNDATIONAND ROOF FRAMING. 12, TJl FLOOR JOISTS ClCBO *538i;, MICROLLAMS CLVL; AND PARALLAMS CPSL; ClCBO *4ST3; MANUFACTURER SHALL BE TRUSS JOIST MACMILLAN1 OR EQUIVALENT. 13.. A CERTIFICATE OF CONFORMANCE IS REQUIRED PRIOR TOFRAMING INSPECTION FOR ALL PARALLEL STRANDED LUMBER. 14, PROVIDE 'ST6224' STRAP ACROSS ALL DISCONTINUOUS DBLTOP PLATES. 15. PROVIDE DBL. JOISTS BELOW ALL INTERIOR WALLS 8'-0"OR GREATER IN LENGTH. PROVIDE BLOCKING® 1/3 SPANS. \b. USE SIMPSON 'IUS1 HANGERS WHERE TJl FLOOR JOlST AREUTILZED, U.N.O. LOVELACE JOBENGINEERING, INC. Structural Engineering Services SHEET NO. _ 6496 Weathers Place* Suite 200 CALCULATED BY DATE. San Diego, California 92121 Phone (858) 535-9111 Fax (619) 535-1989 CHECKEDBY__ DATE. SCALE. FRAMING CONT. 11. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERTO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE :FACE OF THE BOTTOM CHORD. A; IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. B) THE DESIGN LOADS C) THE SPACING OF. THE TRUSSES. 18. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN PLYWOOD SHEARWALLS. 13. BEAMS BEARING ON TOP PLATE SHALL BE SUPPORTED BY DBL 2X STUDS. U.N.6. 20. ALL SHEAR WALLS SHALL EXTEND TO THE ROOF SHEATHING. 21. ALL SHEAR PANEL SHALL BE APPLIED DIRECTLY TO STUDS PRIOR TO INSTALLATION OF DECORATIVE POP-OUTS AND TRIM. 22. ALL ROOF SHEATHING SHALL EXTEND UNDER CALIFORNIA FILLAREAS.- . . . . 23. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR FOR ANY REASONS MODIFY PRE-ENGINEERED / MANUFACTURED STRUCTURAL ELEMENTS SUCH AS GLUED-LAMINATED MEMBERS, PARAL LAMS, MICROLLAMS, t-JOISTS, LIGHT GAUGE METAL MEMBERS AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS UNLESS SUCH MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FORTH BY THE MANU- FACTURER OF THAT PRODUCT OR A LETTER OF CERTIFICATION FROM THE MANUFACTURER'S ENGINEER WITH DETAIL SIGNED AND STAMPED IS ISSUED AND AUTHORIZED BY. THE PROJECT ENGINEER OF RECORD AND APPROVED BY THE CITY OF SAN DIEGO BUILDING OFFICIAL. NOTE: THE ABOVE SPECIFICATIONS SHALL APPLY UNLESS NOTES OTHERWISE ON THE DRAWINGS. PRODUCT 207 LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Piaee. Suite 200 San Diego. California 92121 858.535.91 II Phone 858.535.1989 Fox JOB . SHEET NO. CALCULATED BY . CHECKED BY SCALE OF _ DATE DATE TABLE 23-II-B-1—NAILING SCHEDULE CONNECTION 1. Joist to sill or girder, toenail 2. Bridging to joist, toenail each end 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 7. Top plate to stud, end nail 8. Stud to sole plate 9. Double studs, face nail 10. Doubled top plates, typical face nail Double top plates, lap splice 1 1 . Blocking between joists or rafters to top plate, toenail 12. Rim joist to top plate, toenail 13. Top plates, laps and intersections, face nail 14. Continuous header, two pieces 15. Ceiling joists to plate, toenail NAILING1 3-8d 2-8d 2-8d 3-8d 2-16d 16d at 16" (406 mm) o.c. 3-16d per 16" (406 mm) 2-16d 4-8d, toenail or 2-16d, end nail 16d at 24" (610 mm) o.c. 16dat 16" (406 mm) o.c. 8-16d 3-8d 8d at 6" (152 mm) o.c. 2-I6d 16d at 16" (406 mm) o.c. along each edge 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 1 8. Ceiling joists to parallel rafters, face nail 19. Rafter to plate, toenail 20. 1 " (25 mm) brace to each stud and plate, face nail 21 . 1 " X 8" (25 mm X 203 mm) sheathing or less to each bearing, face nail 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 23. Built-up corner studs 24. Built-up girder and beams 20d at 32" (813 mm) o.c. 25. 2" (51 mm) planks 26. Wood structural panels and particleboard:2 Subfloor and wall sheathing (to framing): '/2" (12.7 mm) and less19/32"-3V 05 mm-19 mm)7/g"-l" (22 mm-25 mm) 1 '/8"- 1 "At" (29 mm-32 mm) Combination subfloor-underlayment (to framing):3/4" (19 mm) and less7/g"-l" (22 mm-25 mm) I1/g"-l'/4"(29mm-32mm) 27. Panel siding (to framing)2: '/2" (12.7 mm) or less5/8" (16 mm) 28. Fiberboard sheathing:7 ]/2" (12.7 mm) 25/32" (20 mm) 29. Interior paneling '/4* (6.4 mm)3/8" (9.5 mm) 3-16d 3-16d 3-8d 2-8d 2-8d 3:8d 16d at 24" (610 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 2-16d at each bearing 8d"or6d5 10d4or8d5 10d4or8d5 8d« No. 1 1 ga.8 6d4 No. 16 ga.9 No. 11 ga.8 8d4 No. 16ga.' 4d'° 6d» 'Common or box nails may be used except where otherwise stated.2Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. ^Common or deformed shank.4Common.5Deformed shank.6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3.7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. "Corrosion-resistant roofing nails with 7/)6-inch-diameler (11 mm) head and 1'/2-inch (38 mm) length for '/a-inch (12.7 mm) sheathing and !3/4-inch (44 mm ) length for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3. 'Corrosion-resistant staples with nominal'/ig-inch (11 mm) crown and I'/g-inch (29 mm) length for '/2-inch (12.7 mm) sheathing and I'/2-inch (38 mm) length for 25/3J-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.10Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. "Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. I LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 JOB . SHEET NO. _ CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. Oi3 CQ^ J in -t OiOJ UCD SCHEDULESHEARWAUlQ V. OL Od 0p 0 o d S dp x x Q 9 od IT)m<t . q d.1/2" CDX PLYWOOD W/d « 2"O.C. E.N. / I2"O.C. F.N 3x FRAMING CSEE NOTEqd CO e 0 O§2 - Od P8(0 _|ein f> fe3i5 ^ x 2p K UJ !S< i -.rijg fAPSrSs^fog. ,5^ zm$Hz^o 2§rE^- (K-^•*-= ui < ui"r- "> > 1U 3 -i jS Q ? S <o 05u) 2 111=3 , VtenS ^§?2oH. *- r^ i*\ tft n<n uj o V J- u ll^o-<D m n I- ID n/"-"v i- Uri) *" VL Sfg^P <^6S8I SjQ.O^lU 1|!^iufc-j <n< cgngpS2! ZSfigsSfc!! Kf B.i3uiQl!J=l 6e*^03i3! ^ t-j;ERIATIIilf!5ll I I I I I I I I I I I I I I I I I I I LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535-9111 Fax (619) 535-1989 CALCULATED BY_ CHECKED BY SCALE . [Al 24" 5O.R. X 18" PEEP H/ (3) *b EA. HAY ISl 21" SO.R. X 18" PEEP H/ (3>) *5 EA. HAY JCI 30" 5QR. X \8>" DEEP H/ (3) *5 EA. HAY [Pi 33" 5Q.R. X IS" PEEP H/ (3; *5 EA. HAT [El 3fe" SQR X 18" PEEP H/ (4) *S EA. HAT [Fl 38" SQR. X IS" PEEP H/ C4; *5 EA. HAY \Gt\ 42" SQR. X 18" PEEP H/ C4; *5 EA. HAY [Hi 45" SQR X IS" PEEP H/ f4; *5 EA. HAY [71 48" SGR. X IS" DEEP H/ C5; *£> EA. HAY NOTES: A. REINFORCEMENT SMALL BE 3" CLEAR FROM SOIL B. 4X POSTS ON INDIVIDUAL SPREAD FOOTINGS SHALL HAVE A SIMPSON 'CB' « BASE. CU.N.OJ C. 4X POSTS BEARING ON SILL PLATES SHALL HAVE A SIMPSON BCO1 « BASE. CU.N.OJ DATE. DATE. D PRODUCT 207 LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1989 SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. HQLDQWN SCHEDULE I DBL. 2X STUDS W/ MSTC40 (V) TO DBL. STUDS BELOW |T| 4X POST W/ MSTC52 (V) TO 4X POST SELOH [31 4X POST W/ M5TCfc6 CVJ TO 4X POST BELOW [4] DBL. 2X STUDS NX MSTC28 (V) TO BEAM BELOW [&1 4X POST W/ HST2 (VJ TO SEAM BELOW [fel 4X POST H/ HST3 Cv; TO BEAM BELON PH DSL. 2X STUDS W STMD10 [a! DSL. 2X STUDS N/ 5TI-IDI4 4X POST H/ HTT22 4 SSTB24 (20" MlN. EMBJ _ | 4X POST H/ HD8A 4 5STB28 C24" MIN. EMBJ _ __ I 4X POST N/ MDI0A 4 SSTB28 C24" MlN. EMBJ _ SIMPSON STRONG HALL MOLDOHN H/ SSTB23 C24" MIN. EMBJ NOTES: A, REFER TO SIMPSON CATALOG FOR PROPER INSTALLATION PROCEDURES. B. HOLD-DOWN CONNECTORS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHER, AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. C. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. D. INCREASE FOUNDATION DEPTH FOR ENTIRE SHEARWALL LENGTH, EXTENDING 12" ON EA. SIDE, WHERE NECESSARY TO ACCOMMODATE THE REQUIRED HOLD-DOWN EMBEDMENT. E. REINFORCEMENT SHALL BE 3" CLEAR FROM SOIL F. USE 10d NAILS a <b" O.C. STAGGERED ALONG ENTIRE LENGTH OF DBL. STUDS (UN.OJ <A. WHERE SPECIFIED, USE POST SIZE CALLED OUT ON PLANS. H. INSTALL SHEAR WALLS PRIOR TO INSTALLING POP-OUTS. TITLE 24 REPORT Title 24 Report for: Thomas R. Mulligan Residence 1620 Chestnut Ave. Carlsbad , CA 92008 Project Designer: The Kemp Companies Inc. 3725 Talbot Street San Diego, CA92106 619-224-3689 Report Prepared By: Dave Schneider Title 24 Energy Consultants 1010 Second Avenue Suite 120-B San Diego, CA92101 (619)595-7891 Job Number: 02-271 Date: 6/24/2002 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySgft Job Number: 02-271 User Number: 1562A