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HomeMy WebLinkAbout2538 NAVARRA DR; ; CB000210; Permit1 66 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 1011812000 I Residential Permit Permit No:CB0002I0 Building lnspeátion Request Line (760) 602-2725 Job Address: Permit Type: Parôel No: Valuation: Occupancy Group: 06/15/2000 # Dwelling Units: Bedrooms: Project Title: Applicant: 2538 NAVARRA DR CBAD RESDNTL Sub Type: CONDO Lot #: 0 $798,845.00 Construction • Type: VN Reference #: CP 99-01 .4 Structure Type: MF2-4 12 Bathrooms: 10 4PLEX CONDO-10,1 10 SF +1765 SF GARAGE Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 01/19/2000 GMF Plan Approved: iEè7MZiIsIs] BARRATT AMERICAN STE-160 r\ 2035 CORTE DEL NOGAL CARLSBADCA 92009' 75 10/18100 760 0-04356-~ \— 0001 01 02 C-F'RMT 77407-04 Total Fees: $79,222.43 \ Total PaythentiTó Date: $1,81539 "Balance Due: $77,407.04 / / 'flir o? \ Building Permit / /i210 3Add'l Building Permit FeeD / $0.00Add'lRecl. WaterCon $0.00 Plan Check f f $1,892.87, Mt&- Fee $400.00 Add'l Plan Check Fee $0.00 X SDCWA Fee 00$9,355.00 Plan Check Discourt $0.00/. CFDPayff Fee $0.00 Strong Motion Fee Z.s7988 PFF /1 ( $14,538.98 Park in Lieu Fee \ cz $0.00 \PFF (CFD Fun 9do $13,420.60 Park Fee \ \ $0.00 License Tax j$0.00 LFM Fee \$1,240.00Liense Tax (CFD F / $0.00 Bridge Fee \ \ $0.007 Traffici Impact Fee / $1,263.36 Other Bridge Fee \ $1,,696.00 Traffiâ Impact (CFD Fund) $1,424.64 BTD #2 Fee $0.00 LMZTransportation Fee / $0.00 BTD #3 Fee <,~,, $ $0~00----PLUMBING-TOTAL $0O0Sidalk Fee.-' / $0.00 RenewalFee \$567.00 Add'I Renewal Fee 0.00 ELECTRlCLOTiL / $160.00 Other Building Fee N, $109.00 çMECHANICAL! TOTAL ,/ $103.00 Pot. Water Con. Fee "$12,000.00 Housin Impact Fee _7' $0.00 Meter Size 05/8 HousinginLieu Fee- $18,060.00 Add'l Pot. Water Con. Fee $0.00 Master Drainage Fee: $0.00 Red. Water Con. Fee $0.00 Sewer Fee: $0.00 TOTAL PERMIT FEES $79,222.43 FINAL APPROVAL Inspector: /,Lkti '11'frLL Date: i/i 00 I Clearance: NOTICE: Please take NOTICE that approval of your project includes the'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any u- PERMIT P P LA4TI&N_ 0ufl • CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 - FOR19FI MUSE ONLY PLAN CHECK NO.cwioo-lO EST. VAL., Plan Ck. Deposit 1 t1c5 - Validated By]i I' fl+ IIir.if€14 - - PROJJQT IFORMATION Address (include Bldg/Suite #) - Business Name (at this address) I'7 Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units LC6tILI 1-1.—aL.. Assessor's P rcel # Existing Use Wose'tOt%" U.Z.j lilt Cov'i&-r 4- pte QZ~ 2 .3 C-7Qv/7±815..39 Description of Work • SQ. FT. #of Stories # of Bedrooms # of Bathrooms AWR bN (ii t7U j2iq kT3 Jp Name Address City State/Zip Telephone # Fax # 13 APPLICANT fl Contractor )'oant for Contrao fl Owni fl Aoeifor GwnT - 11 Address State/Zip Telephone # Name -4bdress City State/Zip Telephone # .• ... .________ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance,-also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exe ion. Any volation f Section 7031.5 by any aoelicant for a p rmit subjects the applicant to a civil penalty of not more than five hundred d lars ($5001). c •J9S7 U/e041LAa,i495ae., 4 71/---V3S4 Mooress City State/Zip Telephone # I iranen rifle City Businass License # Designer Name Address City State/Zip Telephone - State License # -.- ... Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: - 13' 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. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Coda, 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) 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 subj ct to the Workers' Compensation Laws of California. WARNING: Fail re to secu e orkers c mpensation c verage Is unlawful, and shall subject an employer to criminal penalties and Civil fines up to one hundred thousand 100,00 addition the cost o ompensation, damages as provided for in Section 3706 of the Lpfior cpe. interest and attorney's fees. 51GNA111URE / DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the Structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for Construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name /address / phone number / contractors license number): I will provide some of the wo but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number I type of work): P PROPERTY OWNER SIGNATUkE 2 /7L A11S719TE //9/ 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? 0 YES DNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 9/NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES g--`N0 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. 18.7~~L-,'CONSTRUC ENCY UN 1 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit%' 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 permitA issu r excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pe the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permi enced within 80 days fr m the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wor ed f perio of 180 ys (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATU ____________ DATE - . . . WHITE: File YELLOW: Applicant - PINK: Finance - FOR OFFICE USE ONLY : .. PERMIT APPLICATION PLAN CHECK NO.___________ CITY OF CARLSBAD BUILDING DEPARTMENT EST. VAL. 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit Validated By - Date ________________________ PROJECT INFORMATIONr 71 24 NA-vftRR4 Address (include Bldg/Suite #) . Business Name (at this address) - &, 'SO, a 1 Av t4&rE ,EV 4 4 Legal Description Lot No. Subdivision Name/Number Unit No. phase No. Total # of units Z(6-l7t3-35 VftcJrr Lor 1plee Assessor's Parcel # Existing Use Propo9ecruse Co&STQ.&4c.1 4 pISi' Description of Work SQ. FT. #of Stories # of bedrooms # of Bathrooms r2zLcoNTAcTPERsQN Of Ilfffr Name . Address City State/Zip Telephone # . Fax # APpLICANT2O OO Aetor £ ' 7'O A-czR,A-rr Z035' C "bEl At1 irI/ô 6*zkeil? 9 2*39 130 '03S Name Address - City State/Zip Telephone # -..- 4 .PROPERTY OWNER ,,,c. - .• Name - Address City State/Zip Telephone # 5 -4 - - -- --- fl M%. I Ufl - Ulur I T IMIVI (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improe, 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). m'A-rr A,ntg *i 20 3S cc icI IV04fil #/O wzjsj3 -o Cjg- — 70 - 730 ..033é Name Address City - State/Zip Telephone # - State License # 4wism License Class City Business License # Ik, 'Iere q1eQ .SAvDio c,t ?Zi2.1 ficB-3 S -f'1B7 Designer Name Address . City State/Zip - Telephone State License #'gCg 6TZWORKERS COMPENSATIONr 2-'; " T Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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. - S I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is uedis Sued 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 1$11601 OR LESS) 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 c verage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition tiptfi Co f penastion, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7OWNER BUILDER DECLARA1 ON C. - I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does - such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Co tractor'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). . o 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. 0 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 I address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number I contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number / type of work): PROPERTY OWNER SIGNATURE c. DATE 10 -4-co COMPLETE THIS SECTION FOR NON-RESIDENTiAL BUILDING PERMITS ONLY2ZI.' r . , 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? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. -2' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME - LENDER'S ADDRESS____________________________________________________ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. .1 agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citc of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. - EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for aV a (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE of d DATE WHITE: File YELLOW: Applicant PINK: Finance - CaOOO20 2538 NAVARRA DR CRAD CONSTRUCT 4PLEX CONDO RESDNTt. CONDO LOW DAVID A JACINTO 10 - PIANNIwG -. ThREAPPRIFORM HEALTH DEPT HAZMATIAIR DUAL OThER:SEWERO1S1a'.. _f BLDG GRADING LETTER Ad ç4 7 '%L7 JCJ -- - LPLANGONR 117 BLDG FEES COMPLET fkeb— HOOLFORM i2Z , a 0 //'6flV?' flI7 /18'tC1 1%i Cr I City of Carlsbad, Bldg Inspection Request For: 09/17/2001 Permit# CB000210 Title: 4PLEX CONDO-i 0,110 SF +1765 SF Description: GARAGE Type: RESDNTL Sub Type: CONDO Job Address: 2538 NAVARRA DR Suite: Lot 0 Location: OWNER BARRATT AMERICAN Owner: Remarks: Total Time: CD Description Act Comment 19 Final Structural ftP 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspector Assignment: GG Phone: 7608022604 Inspector: / Requested By: NA Entered By: KAREN 2.. Associated PCRs Inspection History Date Description Act Insp Comments 08/23/200 89 Final Combo CA AC 08/21/200 89 Final Combo NA GG NO CONTRACTOR ON SITE 08/20/200 89 Final Combo PA GG OK TO RELEASE 4 METERS A,B,C.D 07/16/200 39 Final Electrical AP NF 06/14/200 17 Interior Lath/Drywall CA GG APP PREVIOUSLY 06/13/200• 82 Drywall/Ext Lath/Gas Test AP GG 06/11/200 17 Interior Lath/Drywall AP GG SEE CARD 06/08/200 17 Interior Lath/Drywall NR GG 06/04/200 17 Interior Lath/Drywall AP GG SEE JOB CARD. 05/31/200 14 Frame/Steel/Bolting/Welding AP GG 05/31/200 16 Insulation WC GG 05/30/200 16 Insulation NR GG 05/25/200 16 Insulation AP GG UNITS A & B 05/24/200' 84 Rough Combo NR GG NO CALCS ON GIRDER 05/23/200 84 Rough Combo PA GG A & B UNITS ONLY 05/22/200 14 Frame/Steel/Bolting/Welding NS GG City of Carlsbad Bldg Inspection Request For: 09/17/2001 Permit# CB000210 Inspector Assignment: GG S 05/21/200 14 Frame/Steel/Bolting/Welding 05/18/200 13 Shear Panels/HD's 05/09/200 13 Shear Panels/HD's 05/09/200 16 Insulation 05/09/200 22 Sewer/Water Service 05/02/200 15 Roof/Reroof 05/02/200 16 Insulation 04/30/200 13 Shear Panels/HD's 04/30/200 15 Roof/Reroof 04/26/200 13 Shear Panels/HD's 04/19/200 13 Shear Panels/HD's 04/19/200 15 Roof/Reroof 04/13/200 16 Insulation 04/13/200 17 Interior Lath/Drywall 04/09/200 14 Frame/Steel/Bolting/Welding 04/03/200 14 Frame/Steel/Bolting/Welding 02/05/200 21 Underground/Under Floor NR GG AP GG PRELIM - SEE CARD WC GG WC GG AP GG AP GG SEE CARD AP GG AP GG EXT SHEAR WC GG NR GG CA GG AP GG AP GG DOUBLE SHEAR OK TO COVER CA GG AP GG SHEAR @ STAIRWELLS OK TO COVER AP GG UNIT A° AP GG City of Carlsbad Bldg Inspection Request For: 07/16/2001 V. Permit# CB0002I0 Title: 4PLEX CONDO-I 0,110 SF +1765 SF Description: GARAGE Type: RESDNTL Sub Type: CONDO Job Address: 2538 NAVARRA DR Suite: Lot 0 Location: OWNER BARRAU AMERICAN Owner: Remarks: Total Time: CD Description Act Comments 39 Final Electrical Inspector Assignment: GG Phone: 7608028604 Inspector: Alf- Requested By: JEFF Entered By: CHRISTINE Associated PCRs lnsDection History Date Description Act Insp Comments 06/14/2001 17 Interior Lath/Drywall CA GG APP PREVIOUSLY 06/13/2001 82 Drywall/Ext Lath/Gas Test AP GG 06/11/2001 17 Interior Lath/Drywall AP GG SEE CARD 06/08/2001 17 Interior Lath/Drywall NR GG 06/04/2001 17 Interior Lath/Drywall AP GG SEE JOB CARD 05/31/2001 14 Frame/Steel/Bolting/Welding AP GG 05/31/2001 16 Insulation WC GG 05/30/2001 16 Insulation NR GG 05/25/2001 16 Insulation AP GG UNITS A & B 05/24/2001 84 Rough Combo NR GG NO CALCS ON GIRDER 05/23/2001 84 Rough Combo PA GG A & B UNITS ONLY 05/22/2001 14 Frame/Steel/Bolting/Welding NS GG 05/21/2001 14 Frame/Steel/Bolting/Welding NR GG 05/18/2001 13 Shear Panels/HD's AP GG PRELIM - SEE CARD 05/09/2001 13 Shear Panels/HD's WC GG 05/09/2001 16 Insulation WC GG 05/09/2001 22 Sewer/Water Service AP GG 05/02/2001 15 Roof/Reroof AP GG SEE CARD 05/02/2001 16 Insulation AP GG 04/30/2001 13 Shear Panels/HD's AP GG EXT SHEAR 04/30/2001 15 Roof/Reroof WC GG 04/26/2001 13 Shear Panels/HD's NR GG City of Carlsbad Bldg Inspection Request For: 05/31/2001 Permit# CB0002I0 Inspector Assignment: GG Title: 4PLEX CONDO-10,11O SF +1765 SF Description: GARAGE Type: RESDNTL Sub Type CONDO Job Address: 2538 NAVARRA DR Suite: Lot 0 Location: OWNER BARRATr. AMERICAN Owner: Remarks: Total Time: Phone: 7608028616 Inspector: Requested By: FRED Entered By: CHRISTINE, CD Description Act Comments 14 Frame/Steel/Bolting/Welding 16 Insulation Associated PCRs Inspection History Date Description 05125/2001 16 Insulation 05/24/2001 84 Rough Combo 05/23/2001 84 Rough Combo 05/22/2001 14 Frame/Steel/Bolting/Welding 05/21/2001 14 Frame/Steel/Bolting/Welding 05/18/2001 13 Shear Panels/HO's 05/09/2001 13 Shear Panels/HO's 05/09/2001 16 Insulation 05/09/2001 22 Sewer/Water Service 05/02/2001 15 Roof/Reroof 05/02/2001 16 Insulation 04/30/2001 13 Shear Panels/HO's 04/30/2001 15 Roof/Reroof 04/26/2001 13 Shear Panels/HD's 04/19/2001 13 Shear Panels/HO's 04/19/2001 15 Roof/Reroof 04/13/2001 16 Insulation 04/13/2001 17 Interior Lath/Drywall 04/09/2001 14 Frame/Steel/Bolting/Welding 04/03/2001 14 Frame/Steel/Bolting/Welding Act Insp Comments AP GG UNITS A&B NR GG NOCALCSONGIRDER PA GG A & B UNITS ONLY NS GG NR GG AP GG PRELIM - SEE CARD WC GG WC GG AP GG AP GG SEE CARD AP GG AP GG EXT SHEAR WC GG NR GG CA GG AP GG AP GG DOUBLE SHEAR OK TO COVER CA GG. AP GG SHEAR @ STAIRWELLS OK TO COVER AP GG UNIT "A' Southwest Inspection and Testing, Inc. 10826 South Norwalk Blvd., Santa Fe Springs, CA 90670 (562) 941-2990. (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT 2 [SWI~JOI~No. Date TYPE OF 0 Reinforced Concrete 0 Structural Steel Assembly 0 Quality Control INSPECTION '8' Post Tensioned Concrete 0 Fire Proofing 0 Other REQUIRED D Reinforced Masonry 0 Asphalt Job Address v' cILcrI1L.1- j4j City Job Name LJ (•-/'/1 Pe 7 - 1lssuedB., LjciD Type of Structure - - L'U/ -/-/II'/'/.4L Architect Material Description (type, grade, source) I/ Engineer . L Contractor Inspector(s) Name ,/.. ' r L' Subcontractor ç L ITli /..ijLj TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET _......—ADD1TIONAL REMARKS ON SAMPLES INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NOS OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. 'I • T/' 'J a :.ii). (t - 1.' L7• ?t"i' ''57 (n..' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. .- I .....I #1,. . SIGNATURE OF REGISTERED INSPECTOR / I •.' - .../'(; ii 1 ./. /,!j.') SPECIALTY NO. AGENCY CONTINUED ON NEXT PAGE PAGE / OF I TIME IN I TIME OUT I REG. HOURS I O.T. HOURS I CYLINDERS All inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. In addition, any inspection extending past noon hour will be an 8 hour minimum. - & Approved by • ) Project Superintendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY : City of Carlsbad Bldg Inspection Request For: 05/25/2001 Permit# CB0002I0 Title: 4PLEX CONDO-1O,11O SF +1765 SF Description: GARAGE Type: RESDNTL Sub Type: CONDO Job Address: 2538 NAVARRA DR Suite: Lot 0 Location: OWNER BARRATF AMERICAN Owner: Remarks: Total Time: Inspector Assignment: GG Phone: 7608028616 Inspector: Requested By: FRENCH Entered By: BARBARA CD 'Description 16 Insulation Act Comments ;i 1 4 4 z Associated PCRs lnsDection History Date Description Act Insp Comments 05/23/2001 84 Rough Combo PA GG A & B UNITS ONLY 05/22/2001 14 Frame/Steel/Bolting/Welding NS GG 05/21/2001 14 Frame/Steel/Bolting/Welding NR GG 05/18/2001 13 Shear Panels/HD's • AP GG PRELIM - SEE CARD 05/09/2001 13 Shear Panels/HD's WC GG 05/09/2001 16 Insulation WC GG 05/09/2001 22 Sewer/Water Service AP GG 05/02/2001 15 Roof/Reroof AP GG SEE CARD 05/02/2001 16 Insulation AP GG 04/30/2001 13 Shear Panels/Hbs AP GG EXT SHEAR 04/30/2001 15 Roof/Reroof WC GG 04/26/2001 13 Shear Panels/HD's NR GG 04/19/2001 13 Shear Panels/HD's CA GG 04/19/2001 15 Roof/Reroof AP GG 04/13/2001 16 Insulation AP GG DOUBLE SHEAR OK TO COVER 04/13/2001 17 Interior Lath/Drywall CA GG 04/09/2001 14 Frame/Steel/Bolting/Welding AP GO SHEAR @ STAIRWELLS OK TO COVER 04/03/2001 14 Frame/Steel/Bolting/Welding AP GO UNIT A 02/05/2001 21 Underground/Under Floor AP GG AteoTek Insite, Inc. FIELD OBSERVATION REPORT CLIENT: SUPERINTENDENT: WO:CZôz.frS) PROJECT: j A- DATE: - I 27-/ 0 ( LOCATION: I Cos4* (ç FOREMAN: DAY: M9JW Th F s s CONTRACTOR: yos HOURS: v, I WORK IN PROGRESS ( ) ROUGH GRADE ( ) FINE GRADING (k5UTILITY BACKFILL ()PAVEMENT SECTION ) FOUNDATIONS ( ) WALL BACKFILL C )OTHER: EQUIPMENT: J(t 1 COMMENTS! DISCUSSION M d., 3'. (.iA-,is - 1T 6 'rr 5 tj L mab J ' L.;45. be.& t4-ti zi'o. 4. M . ,iJc. .f&-c - TEST NO. LOCATION ELEVI DEPTH MOISTURE CONTENT DRY DENSITY SOIL TYPE muloPT TEST TYPE REL COMP g 51 .5twc.'_/i)'(c,,jpiuj, ,q.T , :z'z Al 112. 3 BY: \4.tL;k _1)_ SIGNATURE: PRINT NAME COPIES TO: CLIENT REP_ CONTRACTOR - OTHERS_______________ ATTACH ADDITIONAL SHEETS AS NEEDED. This IS SHEET OF L. 4 d 0$ T!USS rues Type 5-80b I BarrstiTSierra Linda AL Ply HIP 1 0111 2 [2 JJ!P!_.z. SIC 1247O26071 -. 7i1f3112.7 18-74 6-111-8 0-5-11 4-2-4 5.1:0 5.1.0 . 5-1.0 4.94 6'O• GUSSETS 5*5 = AVERS OF 314 PLYWOOD 4.94 -- •------ 11-14 44-11-13 52.118 9-11b 444 3-10404-11 7-5.0 1.0-0 - • Scale a 12.0 REPAIR 'IOTES: THIS REPAIR IS TO ADD A BEARING AT 22-7-4. INSERT 2-PLY 2*12 02 OR BTR D.F.L. MEMBERS, CUT SNUG TO FIT. AS SHOWN (SHADED MEMBERS) ATTACH 2 LAYERS OF 3I4 COX PLYWOOD GUSSETS TO EACH FACE OF THE TRUSS WITH WOOD CONSTRUCTION GLUE AND 10D COMMON WIRE NAILS (O.14601A. X 3.0 LGT) SPACED AT 3 O.C. WITH THE MINIMUM AMOUNT OF NAILS INTO EACH FACE OF EACH MEMBER SHOWN CIRCLED. 6-9.4 10.49 14.3-12 204.10 9- 30.3-4 • 45.64 i 52-11.8 6-94 3-1-1 3.11.3 6.2.14 0-2.14 5.2.14 5-2-14 6.34 7.5.0 Plate 011aet5 IX.Y1: l:U-4-O.O-2-bI. tb:U-Z.e.d4.Ui LOADING (psi) SPACING 240 CSI OEfL In Pool I/dell PLATES GRIP TCi.I. 16.0 Plates Increase ' 1.25 TC 0.67 Vert(LL) -0.3214-16 >999 MIIZO 2201195 TCOL • 14.0 Lumber Increase 1.25 BC 0.74 VeitITLI -0.7514-16 619 BCLL 0.0 Rep Stress Ivicr NO Will 0.55 )Iorz(TLI 0.08 11 Will BCOL 7.0 Code U8C971ANS195 (Matrix) I.e LC LI. MIn Ildeil - 360 Weight; 624 lb - LUMBER BRACING TOP CHORD 2 X 4 OF No.2-0*Except* TOP CHORD Sheathed or 4-1-0oc purliris. 2-8 2 X 4 OF No.1 &Btr-G GOT CHORD Rigid calling directly applied or 6.0-0 at bracing. SOT CHORD 2 X 6 DF No.2-0 WEDS 2 X 4 OF No.2-0 REACTIONS (lbfsize) I --60010-3-0. 11 -2728I0-3-8, 20's726610.3.14 (input: 0481 Max Uplifti =-68011oad cue I) FORCES (Ib) - First Load Case Only' TOP CHORD 1.2=2773. 2.23-5662.3-23.5642.3-4=0962, 4-6-928. 5-6.4385. 6-7=4429, 7-8.4666. 0-9=-9219, 9-24--7009,10-24=-7000. 10.11=-7525. 11-12.18 SOT CHORD 1-22--2535, 22-25--2552, 21-25-.2552,20-21w-8667,19-20--6174. 18.I9=-6174. 17-18.534. 1617 =8213. 16.16-9408, 14-15.9406, 1425=0943. 13-26.8942. 11.13=7086 WEBS 2-22 .288. 2-21 --3787.2-21-2376. 3-20=-4404. 4-20=-6514.4-18=6177. 5-18=-3419.5-17=5382, NOTES 6-17m-709.7-17r..3129.7-18=079.0-16--920.8-14=-243.9-14=461, 9-13W-2209,10-1301306 11 Provide sdOuaTe drainage to prevent water pending. 21 This truss has been designed for a 10.0 poll bottom chord live load nonconcuvveflt with any other live loads per Table No. 16-6. UBC-97. 3) A platia,rating reduction of 20% has been applied for the green lumber members. 4) WARNING: Required bearing size as joInt(s) .20 greeter then input be1r1n9 size. 51 Provide mechanical connection Iby others) of trues to bearing plate capable of withstanding 680 lb uplift at Joint 1. This truss has been designed with ANSIITPI 1-1995 criteria. Girder carries hip end with 9.0.0 end setback B) 2-ply truce to be connected together with 0.131 "4" Nells a. fIlOw$; Top chords connected as fellows: 2 X 4. 1 row at 0-84 es Bottom chords connected as follow.: 2 X 6 - 2 rows at 04-0 cc. Webs connected as (chews: 2 X 4 - I row at 0-9-0 cc. 9) SpecIal banger(s) or connection(s) required to support concentrated load(s) 520.OIb down at 44.11.8. and 479.41b down at 7-4-8 on top chord. Design for unspecified connection(s) is delegated to the building designer. . . MAY 2 ' 2001 LOAD CASE(S) Standard 11 Regular. Lumber Increase- 1.25, Plate (nereees= 1.25 Uniform Loads Ipif) Vert; 1-2.-1100. 2-10.-145.6. 10.12=.600. 1-11=-34O. Concentrated Loads (lb) OFESSI L7 Vert: 23--479.4 24=420.0 Ak WARNING. Verify design paamcse,: and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Diigri nile icr uos mip with Diflht conneciore. 1`111511011191111 steed Only upon p5r41n0111, Ito.,, and life, in bidlwldnl building COfliPOflUflf (6 be IsciChlOd SilO loodrod VafOcCily. Apylhiebllfty of design Daramulurll and Proper Incorporation of COffiponunt Ii rssponslbilmj di building design. - not truss 0001gtor. Dieting shown is Ia, lateral support Of Individual web m,.b01e only. Adaiilonsi 15inp0r6,y bresingia insure STability during corisl,ucfon is its lelyonelbhtly oftbo e,ectet Addihioflhl permanoni breclng elm. Ove,eft ehrueluie Is me rupoatliilhily SI Ite building øedgnee. For geneisi guldsnc. Mu rogording Implication. queihiy control. storage. doliaery. swoilon, and bracing. consul. 05Th Cimlily Siuildeid, 050. 5) areclng 5p.cllio.11on, slid 111541 He,.aling IlillIlhIllon and Bracing Re;oininsndslIe available from flV5s OF Plula institute, 5fl5 0'Ondl,Io flIlv. tledlatn, WI Sans MiTek industries, Inc. Maj 22 01 09:48a 058-406-7351 p.1 HnR FRAMING SYSTEMS, INC. 12345 Crosthwaite Circle, Poway, CA 92064 858-466-2471 Fax: 858.486-7351 &4X TRANSMITTAL COVER SHEET DATE: 5/22/01 TO: Company: HnR Framing Attention: Fred or Jack © Sierra Linda Fax #: 1-760-929-5430 Regarding: Truss Repair Drawing FROM: DOUG SMITH Total # of pages being sent Including cover page: 2 REMARKS: Thank You Doug Smith If all pages are not received, please caP the number fisted above. Matl 22 01 09:48a MgY.21.20311 3:31PM Joe T Vuse eggs i 01A 858-486 -7351 P.2 NO. 65c1-. I woo Type Tty my ;555 r6vrsI9Y'sufie. •'- cAL wi z 2 SC1 24493 .1,.fl rit.wi it7tUIflI. in.. VOW11y, 1A oavomv I14W1 I11 a W&V 103W1MI811 IllOUIV1111I. aIC. MOli MM' Si IS.ii.tif SUVi rap 431.0 54.0 7-"11447 i.1&7.7 3144 JM4 31.&12_ 34.4.1 41-113 44.11.13 J3.i14 0.54 511-11 44.c 3-11 5..0 5.1.0 4LA 404 4*4 3.10.304.11 744" 1.92.0 40 4.COIIT = GUSSETS 54=Me= 3*6 34 = "2 if = 35 21 20 19 16 17 16 19 14 293 = W 1 414 war 01111 414 8x10 a 44 = 5 44= 4*4.. NOTES: ' 1. THIS DETAIL IS TO ADD A NON-STRUCTURAL VERTICAl. WEB AT JOINT 20 As SHOWN. NO DAMAGE HAS SEEN DONE TO THE TRUSS. INSERT 2-PLY 2X4 92 OR STR D.P.L. MSMSERE, CUT SNUG TO FIT. AS SHOWN (SHADED MFMBSRS.) ATTACl 1112" COX PLYWOOD CUSESTS TO EACH PACE OF THE TRUSS WITH 100 COMMON WIRE NAILS 10.48"OIA. N 30 1.GT) SPACED AT 2" O.C. S. 10132' iXP..1 32116 SPAN RATED 056 MAY 89 SUBSTITUTED FOR %" CDX PLYWOOD. 10.44 i - 204-10 *04 304.4 4564 52114 I 3.74 341.3 0-2-14 6.2.n 0.2.14 0.2-14 0-34 740 LOAOINO tpsfl I SPACING 34g. I I C I CS) in (lad iti I ui.*ns am 2201193 M1120 TCDL ILO 16.0 PItIES I1%EI , VuitiW .O.fl 14.1 J VirtIVLj 14-19 I .3.73 )19 bOLL 0.0 i P.s Strais Itar Nb j INS 0.50 N*IILITU 0.05 is *I 7.0 Coda U807IANSI85 I IMaVIxI lot LC LI. Miii I/dafl it 350 WIIØIE 926 lb - WHIlE - SINS 70 CHORD 2 N 4 VF N8 'Ecipt' TOP CHORD Stssailmd .r4l-*at wAn. ..- -!PFJk1&Str.0 "T CHORD ltIQci$iig51rscIiV or 5.0.0 as braseg. OUT M9I!D 30UPT1O29 WEBS. 2*4 OF N6.2-6 MAClIONS (Iblasa) I a-65010.34. It 3726ifD.34. 20i7368104-14 (iIIUt 0341 Mao Upliftt 040lIts4 cast 1) FORDfSVbI - FUslLoadCaIQAIv. TOP CNORD 1-2-2773. 2.3-5542. 3.23.1012. 3.4=8692, 4.5.023. 94...5345• 5.7..542L 7-5=4699. 5-91so4219. 944.-7009. ¶0.24.-7093. %0-11--7*29. 11.12=10 POT CHORD 1-22 -•2535. 235 =.2552. 21.25w 2532. 20.21 --6637, 0-20-61!4j 10-19=4174, 17.18.536. 15-17.4213. i5.1-94O5, 14.16.9406. 14.26 20.4 .0942 11.942. 11.13.7081) WEE! 2.32.2*0. 2-1=4737 3.21-3371. 3.20a.&40& 4.26.0514, 4.11.9177, 6.16..3119. 5.I7g331, NOTU 6.17 709• 7.17 it .312,7-IIi.57e 9.14.420; 9I4".443, 9.14=451.9.13 --3200. 10-13.1308 1) I'IDVWI ibc6.tht. d,aiage is I)r5vsot WOIS? 5Dsda1. SI I.e ka dsognud Core 10.0 pal twm shoid A. losS 'w*coso,rasn with *ip aft let I*ida par Table Ks. 164. 31 A Halo raw ir V.d&wti*n s) 20% has boors etle0 for the amen lums., meWOits. 61 WARNI'40. Ruoulid 0010I a*k* at (pinl(oP 20 s;tsr Uivi Input bow tio size." St PpswI4i maolsanlaal ,oimcerisn (by otherul of trust to bu,c)m,plolec.psbli of wuebitarig 6*0 lb uplift joint I. 9) Thu irti his been duna6 with *Pd0I1TFI 1-1903 oiut.tu. 71 CI'S., so,,.0 lilo itid with 3-0.0 and setback 61 30y ¶'vsl to he dOTWuCCIOC to451151 with 0.11311'0" N(ft $5 follows- Top shords carwriected is follows. 2 4-1 ro*at0.6Ooc. M 412113rdi comat*aS;a fsUows S X 5-2 rows at 0.9.0 us. - tabs *o,mu*sd as follOwi: 2*4-1 roe at c.e.o so. 9) SSCi.) ISMOT1II ar unme tlorllsl.1*qu*.4 t*.$iIøfl:urSsMrstelMdIit 520.319 dOwn at U-It-I. *id 179419 dswm at To on too chard Sesip. Cs, ussavesittvill almumlolulo) IS delegated TO IR$ building deeper. LOAD CAM(S) Standard là Pagrl5r: Lw'tha' lnoispu it 1.25. plate *bvea... 1.25 VrsItrin Loads (ph) - Very 1.*e.40.O. 2 lO'-145.6. 10.13.. -SC 0. 1-11 .s.34, Cunciroisted sill (19) Vei 23 .479.6 24 .420.0 A WARm/Ic - V.rzfi de:16,p4r4.mr:rr4 and 14.4D MOTES ON THIS AND REVERSE SIDE BEFORE uSE Jasip v&$ to u..y itti. MitS*c- iscitra. This ,uaçts is twos snip liNsFawiwo:. l*se,aill In I" iii rOvioll 1009119 cspn*311110 te InstaNtS w tilid V0911311y.*tpll:aallty Of d.sI31 paroreniti SM ursie' MD'poielInl' it *DII90110MII II4Otil)Itl5 ci sinew1 ..osltri,l - Sit sins duOs.,. 5rscis .IIc..i is for uiOmi DJMR atusoauIs MDultIlicul tlIi. 14119551 osp.roi' buansn b9iuifli SIISWW stme C Milsiltal is stt :ssolnaliy l of slit grow.Md*snW pe1111ri11: Dirdli) lime awlan itioisiO 5$ Slit rosposiAlifly :1 ;Iw 0.191153 ativipat For 55M15 $9$ii10 istirtI.15 lIiMlItan. qiluuly ca,utrsl. 9I11011 i.:woli.4'.flr'. 154 br.ci. 55'Cut 051-IS Qisilti SOaisrd, ON- 61111"141; G*scillt,Lioa, and 11:0-6INames" liuduiuiVori 154 S,as*I.N0esusmMda5lsus aui.tstile 0.', Thsu PlaIn InlbulL US D'O,uht. 05w, 111dm, '51153710 MiT.k ndv*ai, Ins. MAY 2 12001 City of Carlsbad Bldg Inspection Request For: 05/21/2001 Permit# CB0002I0 Title: 4PLEX CONDO-I 0,110 SF +1765 SF Description: GARAGE Type: RESDNTL Sub Type: CONDO Job Address: 2538 NAVARRA DR Suite: Lot 0 Location: OWNER BARRATT AMERICAN Owner: Remarks: Total Time: CD Description Act Comments 14 Frame/SteellBolting!Welding AJ,R Inspector Assignment: GG Phone: 7608028616 Inspector: Requested By: Entered By: ROBIN Associated PCRs Inspection History Date Description Act lnsp Comments 05/09/2001 13 Shear Panels/HD's WC GG 05/09/2001 16 Insulation WC GG 05/09/2001 22 Sewer/Water Service AP GG 05/02/2001 15 Roof/Reroof AP GG SEE CARD 05/02/2001 16 Insulation AP GG 04/30/2001 13 Shear Panels/HD's AP GG EXT SHEAR 04/30/2001 15 Roof/Reroof WC GG 04/26/2001 13 Shear Panels/HD's NR GG 04/19/2001 13 Shear Panels/HD's CA GG 04/19/2001 15 Roof/Reroof AP GG 04/13/2001 16 Insulation AP GG DOUBLE SHEAR OK TO COVER 04/13/2001 17 Interior Lath/Drywall CA GG 04/09/2001 14 Frame/Steel/Bolting/Welding AP GG SHEAR @ STAIRWELLS OK TO COVER 04/03/2001 14 Frame/Steel/Bolting/Welding AP GG UNIT "A" 02/05/2001 21 Underground/Under Floor AP GG riHy-11-1 088 AM FRANKLIN—DESIGN 475 7443 P.01 I . sit, Robin J. Franklin Professional Building Designer Member of the American 1TtMtIute of Building and Den 6070 Mii Gag. Rcad, We 4 Sai D1go, CA 92120 (619) 624-0769 office (619) 624.0793 fax 70 - * 000 1 PJAW17/1-1prlrfc-U) '1 &02. — - - -. - • • - - - _q--- - -. - - — i-.-- .. •, - "Lt(Ds the LOP.T) build the hae they labour In vala that build U." Palm 12711 - Celebrating Design Excellence since 1974 MAY-11-2001 08:58 AM FR ANKLIN-DESIGN 4F5 7443 P.02 I. 4I WI áör AW *felt, over, 11211 and.r&ed floors above SECTION NOTES 1. Roofing to be CDX plywood 32I14 .. L Insulate sttic(aL. .Provide minimum 111 $0 net attle ventilation throughoa for 2x4'9:' 10'-0" for bearing walls; 141 0" for nonbeadrig walls. (provide 2x4 solid fire blocking at 10'-O' height). . . 4 KX4' .. /4&4 - - 4 - - 4'A r *4Y4 ,fjf.. :z.L:14'srnlz..da. ,ey,vd/4. ,6-04 . . 44' ,4fV44. 00 cmmbwar at ........................................................'.::.:L::i.... --. tIl LIN_E3%N 47S T4 43 D-4 FOR DETAILS OF FLASHING, SILLS, WINDOW/DOOR OPENINGS, VALLEYS, ppOj ,WM. #11/ø' 444 6*# t?#iwr 2r41aC4 V-s',' 4sc ,4+y 411 Southwest Inspection and Testing, Inc. 10826 South Norwalk Blvd., Santa Fe Springs, CA 90670 (562) 941-2990. (714) 526-8441 • Fax (562) 946-0026 90?/0 REGISTERED INSPECrORS'S DAILY REPORT SWII~ ~.No. I - Tr*-~ Date -- '1/ TYPE OF .,fT Reinforced Concrete 0 Structural Steel Assembly 0 Quality Control INSPECTION 0 Post Tensioned Concrete 0 Fire Proofing REQUIRED o Reinforced Masonry 0 Asphalt /2 Jo ./t'TV City -, (Z63t5r) b m Pe ( I Issued By Type of u re c Arc M, tion tçry Engin r Co Is am; TESTS PERFOF(MED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT CONNECTIONS (WE D MADE H.T.BOLTS ORQUED) CHECKED ETC. 0 9C f() i '/'ô jP LLP) r-i- ' Lz, Q 5u( -pk CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE N HIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATION APPLICABLE SEC THE GOVERNING BUILDING LAWS. SIGNATURE OF REGnSKCTOR SPECIALTY NO. AGEN€Y CONTINUED ON NEXT PAGE PAGE 1 OF / TIME I TIME 0 T REG. H URS O.T. HOURS CYLINDERS II inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. In addition, any i on ex ding past noon hour will be an 8 hour mini Approved by rect Superintendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTORS COPY, GOLDENROD - JOB SITE COPY City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD S i Fi?e ' Plan Check #: ate: 08114/2001 Permit #: CB0002I0 Permit Type: RESDNTL - Project Name: 4PLEX CONDO-1 0,110 SF +1765 SF Sub Type: C,QNDO GARAGE Address: 2538 NAVARRA DR Lot: 0 Contact Person: Phone: Sewer Dist: Water Dist: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: Cliv of Carlsbad Final Building Inspection Dept: Ifi1gE ringIanning CMWD St Lite. Fire Plan Che Date: Permit #: CB0002I0 PermitType: Project Name: 4PLEX CONDO-1 0,110 SF +1765 SF Sub Type: GE Address: 2538 NAVARRA DR Lot: 0 Contact Person: Phone: Sewer Dist: Water Dist: AUG I 5 2C0 CITY ôFc7LS uettFRING DFf 08114/2001 RESDNTL CONDO Inspected Date . By: Inspected: Approved: Disapproved: Inspected Date By: ____ Inspected: Approved: Disapproved: Inspected . Date By: Inspected: Approved: ______ Disapproved: Comments: 430 1L DL C. & ON of Carlsbad • Final Building Inspection Dept: Building Engin IngMWD St Lite Fire Plan Check#: Date: 08114/2001 Permit #: CB0002I0 PermitType: RESDNTL Project Name: 4PLEX CONDO-10,110 SF +1765 SF Sub Type: CONDO GARAGE Address: 2538 NAVARRA DR Lot: 0 Contact Person: Phone: Sewer Dist: Water Dist: Inspected k1 Date 21 ( S 0 (ApprovedV By: Inspected: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: PRE'ERRED CONSTRUCTION INSPECTIONS, INC. (858) 576-9110 4888 Ronson Court "G" Fax (858) 576-0728 San Diego, Ca. 92111 ------------------------------------------------------------------------------ INSPECTION REPORT ------------------------------------------------------------------------------ WORK PERFORMED: POST TENSION STRESSING INSPECTION JOB NO.: ------------------------------------------------------------------------------ JOB ADDRESS: NAVARRK DRIVE PERMIT NO.: SEE BELOW PLAN FILE NO.: JOB NAME LACOSTA4PLEX) ARCHITECT DESCRIBE MATERIAL: ENGINEER: ARNET 1/2" DIAMETER, 7 STRAND PT CABLES, GAUGE #004 & 005 CALIBRATED GENERAL CONTRACTOR: BARRAT 1/21/01 CONTRACTOR: SPECIALTY STEEL 3/20 Inspected the stressing of post tension cables in slab on grade for two bldgs. Cables were stressed to specified gauge pressure and recorded elongations. Work observed was in accordance with the approved plans and specifications. Arrived on jobsite at 7:00 AM, left at 10:00 AM. 2534 Navarra Drive CB000211 2538 Navarra Drive CB000210 INSPECTOR: DALE REGLI DATE: 3/20/01 CERT. NO.: 0881560-89 JqB;NE _______ LOT NUMBER ADDRESS ?REMIT NUMBER ELONGATION CABLE DESIGN: FULL #1 PULL :112 .. TOTAL. .NOTES. - 3 H ,54L / 9 1716 112 I " I Iz., 14 yi 13--1 I 7- Y6 15 • '.:. ry 16 17 .18 2 /1 1/ JOB NUMBER GAUGE NUMBER . CALIBRATION /_._q'-Of GAUGE PRESSURE 9'2 So ELONGATION __ CABLE DESIGN PULL #-1.I PULL 112 IL TOTA NO 21 22 23 242%_I___ 25 261 14,- 1 ,4 30 I 4i. 1 325 __I3 271 34 -31716 71 36 If 33 2%L 39 Ir kL4O2I a INSPECTOR ELONGATION CABLE DESIGN JPULL _U1 IPULL 112 ITOTAL NOT 2L/ 22 2324. A-t-t 2415' 25 265' 34 35 7- 36 Z 38 J 39 40 ELONGATION CABLE DESIGN PULL. I. J'.ULL 112 TOTAL - NOTES 4-' z/ . Vv 2 3 4 :/76 7 . ..L, 8 i 71 9 " 1.I7,Vd 1 I // 1 7,4 J0NA1E .• . LOT NUMBER ADDRESS . Z5_J 't't f4 1a ?REMIT NUMBER JOB NUMBER .. GAUGE NUMBER CALIBRATION . GAUGE PRESSURE INSPECTOR z. i4 LOT NUMBER ADDRESS . 25118 PREMIT NUMBER ELONGATION CABLE DESIGN PULL Ill PULL. 112 .IOTAL NOTES 2 3 4_ 5 7 ye H ___ ___ ___ __ 10 7 '12 1•13 14 I 15 6 17 18 lr 19 , 20 •'( _________ ____ ___ JOB NUMBER GAUGE NUMBER CALIBRATION GAUGE PRESSURE 5_7 S0 ELONGATION CABLE DESIGN PULL 111 IPULL //2 TOTAL NOI 21 __ . Z 22 23 241 25 26( zl 29 • 33 34 35 - IL 38 39 40 14. 3 JoBiAE ell LOT NUMBER ADDRESS .L.57 34L IñL4A PREMIT NUMBER ELONGATION CABLE DESIGN PULL f/I .PULL. //2 T.OTA1i NOTES 2 .. . IL 4 2Y8 ___ .5 7 11 8 91'! '12 1'( 24 1 13 14 15 If zY8 1 ... __ .•. i8 ,Zy 19• 20 2 Yd ol INSPECTOR JOB NUMBER GAUGE NUMBER CALIBRATION GAUGE-PRESSURE . ELONGATION CABLE DESIGN PULL fl IPULL .112 ITOTAL.. 24 NOI 214 22 ZI/c 23 2- /t 1 _12Y 24 IZ* 25 264 __ • 1'q . 27 11 if 33 34 35 36 37 38 1, . JOB :N1E . LOT NUMBER ADDRESS 251 ?REMIT NUMBER ELONGATION CABLE DESIGN. PULL 111. .PULL.II2LT0TAL NOTES. 124 2 . 4 __ __ ___ • __ __ 72 81771L__ 'I . 9 7/L 7Yz. 11 ir ( 12 t I_I 7 I L13_I"__I__i_17)LI 14 I1714- 15 74 -- 17 18 19 20 JOB NUMBER GAUGE NUMBER 00 i CALIBRATION / ' / 0) GAUGE PRESSURE Yc, on ELONGATION CABLE DESIGN I PULL /11 PULL !/2. TOTAL NO 214 22 23 24 1 -5- 1 25 12-16 26 H 5'- 129 2% 2 /8 33H 34j21_I 18 35 36 IZ4 37 __- 38 r . 391_" 40 I) _!_I INSPECTOR U JqB.NAIE ... LOT NUMBER ADDRESS 2$J 4 PREMIT NUMBER ELONGATION .. . _____ CABLE. DESIGN PULL 111 PULL tI2...TOTAL NOTES 2. 3 A 5 ".. 7 Av- If L 13 14 15 . .___ 17 ... 18 19 20 JOB NUMBER GAUGE NUMBER OO ' CALIBRATION GAUGE PRESSURE S' CO ELONGATION CABLE DESIGN PULL 111 1PULL 112 1TOTAL NOT 21 1_. 22 Yoe 23 24 25 26 27 30 33 34 35 36 __-LH 38 39 40 INSPECTOR i7 /7i EsGil Corporation 2n Partnership with government for Bui&(ing Safety DATE: APR. 21, 2000 El NT E3 iFAN . JURISDICTION: CARLSBAD REVIEWER IJ FILE PLAN CHECK NO.: 00-210 SET: IV PROJECT ADDRESS: 2538 NAVARRA (Lot 57) PROJECT NAME: 4-PLEX (CONDOS) D 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. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. - LI 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: Lfsl Esgil Corporation staff did not advise the applicant that the plan check has been completed. fl Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Per applicant the following items were deferred, city to verify: # 1): Provide complete water line sizing calculations. Show pressure, fixture units, GPM & maximum developed length. # 2): Provide complete gas line sizing calculations. Show total CFH input and maximum developed length. Show all equipment. # 3): Provide complete drain, waste and vent plans. The applicant only submitted one set of plans to EsGil for review. By: All Sadre Enclosures: Esgil Corporation 0 GA J MB J EJ J PC 4/19 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners/lip with Government for Building Safet!) DATE: MAR. 22, 2000 JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-210 PROJECT ADDRESS: 2538 NAVARRA (Lot 57) PROJECT NAME: 4-PLEX (CONDOS) O AIPLICANT ii O PLAN REVIEWER O FILE SET: III 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. PLEASE SEE BELOW 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: DAVID JACINTO 219 MEADOW VISTA WAY, ENCINITAS, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Please see attached for remaining corrections from previous list. By: All Sadre Enclosures: Esgil Corporation fl GA J MB D EJ D PC 3/16 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 6 San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 00-211 MAR. 22, 2000 Submit two revised sets of plans, to: The jurisdiction's building department. The following items can not be deferred. Please add a copy of the site plans and the address for this project to each set of plans. Please include the girder truss in the truss package per sheet 8. [This was not submitted in the revised package]. Provide complete water line sizing calculations. Show pressure, fixture units, GPM and maximum developed length. [No plumber's plans were submitted]. Provide complete gas line sizing calculations. Show total CFH input and maximum developed length. Show all equipment. Provide complete drain, waste and vent plans. Add P.T. on cover sheet of plans to the list of items requiring Special Inspection. Please revise the pad sizes on PT sheets to match the foundation plans, Sheet 2. Please submit a letter from the soils engineer indicating he has reviewed the P.T. plans and they comply with his recommendations. Please submit the name & information of the Special Inspection team (for the P.T. slabs) to the City for review and approval prior to the permit being issued. 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. If you have any questions regarding these plan review items, please contact All Sadre at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: JAN. 27, 2000 JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-210 PROJECT ADDRESS: 2538 NAVARRA PROJECT NAME: 4-PLEX (CONDOS) SET:! O AIELICANT UR!. O PLAN REVIEWER O FILE 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. D 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: DAVID JACINTO 219 MEADOW VISTA WAY, ENCINITAS, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person j REMARKS: By: All Sadre Enclosures: Esgil Corporation D GA MB J EJ PC 1/20 trnsmtLdot 9320 Chesapeake Drive, Suite 20S • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 00-210 JAN. 27, 2000 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 00-210 OCCUPANCY: Ri/Ui TYPE OF CONSTRUCTION: V-1HR. ALLOWABLE FLOOR AREA: 10,500 SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/19 DATE INITIAL PLAN REVIEW COMPLETED: JAN. 27, 2000 FOREWORD (PLEASE READ): JURISDICTION: CARLSBAD USE: CONDOS ACTUAL AREA: 10,110/1,765 STORIES: 2 HEIGHT: 25' OCCUPANT LOAD: 52 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/20 PLAN REVIEWER: All Sadre This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 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. LIST NO. 16, R-1 GENERAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1997 UBC) rlforw.dot IL i CARLSBAD 00-210 JAN. 27, 2000 Submit two revised sets of plans, to: The jurisdiction's building department. All sheets of the plans are. required to be signed and sealed by the licensed architect or engineer responsible for their preparation. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide the following code information on the Title Sheet for the proposed building: Stories: Two Sprinklers: Yes or No Height: Accordingly Floor Area: Fir.: Living =....; Garage = ...... ; 2 nd Fir.: Living = ....., Deck = Specify on the Title Sheet of plans the total living areas, total garage and total deck areas for this project. Section 106.3.3. Provide a Building/Unit Schedule on the Title Sheet. Include the following: Designation and area of each dwelling unit types A, B & C. (Living = ....; Garage = ....; Deck . For each unit). Number of each designated unit types in the building, i.e., IA, 1 & 2C. 7. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.3. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRONG WALLS 8. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please complete the attached form. Section 106.3.5. 9. Provide a fully dimensioned site plan drawn to scale. Section 106.3.3. Include the following: North arrow; Property lines/easements. Streets/alleys; Proposed buildings. 10. Clearly dimension building setbacks from property lines and street centerlines on the site plan. CARLSBAD 00-210 JAN. 27, 2000 II. Provide a statement on the site plan stating: "All property lines, easements and building(s) are shown on this site plan." Please dimension the cave projections do not extend more than 12" into the 5' set back areas on the site plans. I.e., revise detail 1/DI accordingly. Section 503.2.1. Provide ICBO, UL, or equal approval numbers on plans for the rated roof/ceiling, floor/ceiling, column & beam assemblies. Show details for all. Also add ID #s to details on sheets 7, 8, 13 & D2). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 7-C requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 704.2.8. See proposed roof assembly with one layer of 5/8" Type "X" dry wall. Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers (or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive bearing walls shall have penetrations protected with through- penetration fire stops having an F-rating, T-rating or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive floors or ceilings having penetrations shall comply with Sec. 710. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Sec. 302.3. This applies to the garage doors. [The 20-minute doors apply between R3/U1 occupancies only]. Provide a note on plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in UBC Sec. 709 & 710." CARLSBAD 00-210 JAN. 27, 2000 The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. Handrails (Section 1003.3.3.6): a) Handrails and handrail extensions shall be 34" to 38" above nosing of treads and be continuous. See detail X/D2. Show on plans that at least 1/2 of the common wall between the kitchen and living room is open and has an opening not less than 25 sq. ft., nor one tenth of the floor area of the interior room, since light and ventilation is being supplied from the adjacent room. Section 1203.1. On plans provide calculations of the net opening and wall area. Also note there are no overhead cabinets. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: a) Windows within 24" of doors in any position, where the bottom exposed edge of the glazing is less than 60" above the walking surface. Window M on sheet 4. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. Please note on plans that this project is exempt from the HC accessibility compliance (because of internal stairs). Please show one-hour approval for the attic access door. Please clarify all floors are required to be one hour rated construction, not just floors between units. Remember that this is a one-hour construction building throughout. Revise note # 8 on sheet 9 accordingly. The bathroom window per floor plans is not properly reflected on the right elevation plans, per sheet 10. CARLSBAD 00-210 JAN. 27, 2000 28. Please update the imprinted sheets on sheet 13. They are from 1984 (based on the 1982 UBC instead of 1997 UBC.). 29. Please include the girder truss in the truss package per sheet 8. 30. Show minimum 30" deep unobstructed working space in front of furnace. Section 307, UMC. 31. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Sections 306.3 and 306.4, UMC. 32. Show on the plan the amperage of the electrical service and the location of any sub-panels. 33. If the service exceeds 200 amps, provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C) Approximate length of service feeders. d) Panel schedules. 34. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 412.7 35. New water closets and associated flushometer valves shall use no more than 1.6 gallons per flush. Health & Safety Code, Section 17921.3(b). 36. Provide complete water line sizing calculations. Show pressure, fixture units, GPM and maximum developed length. 37. Provide complete gas line sizing calculations. Show total CFH input and maximum developed length. Show all equipment. 38. Provide complete drain, waste and vent plans. 39. Specify size, embedment, ICBO number and manufacturer of power driven pins. Show end distance and spacing. Section 106.3.3. 40. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. 41. Please note the sand underlayment and visqueen requirements on sheet 2 per details on sheet D2. CARLSBAD 00-210 JAN. 27, 2000 42. Please revise all the notes per sheet 3 as they reference the 1996 Code editions instead of 1997. 43. Please clarify living room window D on sheet 3, which is shown as shear panel 6 on sheet 2. [Due to window dimensions and adjacent door, labeling this panel as a shear wall is unjustified. Please revise the floor and foundation/ framing plans accordingly]. 44. Note all piping in unconditioned areas to be insulated for future solar water heating. 45. Note two 3/411 copper piping to be installed to the most convenient future solar panel location. 46. 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: Identity of the company manufacturing the truss. The design load. C) The spacing of the trusses." 47. 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. 48. 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 Au Sadre at Esgil Corporation. Thank you. FEB-01 -00 08:20 PM JMCINTO 760 943 0809 P.02 CARLSBAD 00-211 JAN-27,2000 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2536NAVARRA PLAN CHECK NUMBER: CBOO..210 OWNER'S NAME: I. as the owner, or agent of the owner (contractors iriay Dot employ the special inspe c t o r ) . certify that I, or the architectIengirieer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the constructi o n project located at the site listed above. UBC Section 106.3.5. S i,..thëineerThrchitect of record, certify that I have prepared the following special inspection fograrn as required by UBC Section 106.3.5 for the construction project located a t the site Iistd aboe 0 Sell 4 £ 5i6ttu, Si 1. List of wdrk requiring special inspection: Soils Compliance Prior to Foundation Inspection El Field Welding 0 Structural Concrete Over 2500 PSI D High Strength Bolting O Prestressed Concrete [1 Expansion/Epoxy Anchors R Structural Masonry Sprayed-On Fireproofing Designer Specified Strong Wails Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: C. 3. Duties of the special inspectors for the work listed above: tfFS /ZtI#m Spudal insi-mininra nholl chuck in wilh II..., City and p.writ th:r secuvoIIidI Iui .ipprnviI Etiz ly (itçpi;;iir.g work On Ihe job &to. . 4. CARLSBAD 00-210 JAN. 27, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-210 PREPARED BY: All Sadre DATE: JAN. 27, 2000 BUILDING ADDRESS: 2538 NAVARRA BUILDING OCCUPANCY: R1/U1 TYPE OF CONSTRUCTION: V-1HR. BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) LIVING 10,110 72 727,920 GARAGE 1,765 23 40,595 Air Conditioning 10,110 3 30,330 Fire Sprinklers TOTAL VALUE 798,845 1994 UBC Building Permit Fee fl Bldg. Permit Fee by ordinance: $ 2,910.60 1994 UBC Plan Check Fee fl Plan Check Fee by ordinance: $ 1,891.89 Type of Review: Z Complete Review Ej Structural Only Hourly Repetitive Fee Applicable Other: Esgil Plan Review Fee: $ 1,513.51 Comments: Sheet I of 1 macvalue.doc 5196 of C--arlsba.d IFo PubW0t - Engineering BUILDING PLANCHECK CHECKLIST DATE: 3- 10-00 PLANCHECK Nb.: CB 0°c 2.10 BUILDING ADDRESS: 253i VAfAr PROJECT DESCRIPTION: 1-i jL.c ASSESSOR'S PARCEL NUMBER: 2.J 6 -17° 3 4 EST. VALUE:• -)5-r,car.' 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. o A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please seee attached report of deficiencies marked wit . Make necessary corrections to plans or specific ti s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: joeD _ By: Date: FOR OFFlClAL.USEONLY . . . E GINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: U. De: ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Name: David Rick Dedication Application Dedication Checklist Improvement Application Improvement Checklist City of Carlsbad Address: 1635 Faraday Av, Carlsbad, CA 92008 Phone: (760) 602-2781 0 Future Improvement Agreement 0 Grading Permit Application 0. Grading Submittal Checklist 0 Right-of-Way Permit Application 0 Right-of-Way Permit Submittal Checklist and Information Sheet CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: El Sewer Fee Information Sheet • • • • A-4 9200-7314 . (760) 6022720 • FAX (760) 602-8562 -... , I _ I BUILDING PLANCHECK CHECKLIST ITE PLAN RD ST/ J. Provide a fully dimensioned site plan drawn to scale. Show: Existing & Proposed Structures Property Lines /A North Arrow k6 :.Z Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets Show on site plan: Driveway widths g' /QTWJ (00 U//2. 15 SHOVId EL A'Draihage Patterns Oi'rle+ "b Ir..eCJ¼ ci.I'I.ct.... 1. Building pad surface drainage must maintain a minimum slope of one A ti&si.r £Ie1g.W. percent towards an adjoining street or an approved drainage course. if& -$l-R.. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." ••• Ie Existing & Proposed Slopes and Topography oeQnoJ,4 .ci-i'sP') ./ 3. Include on title sheet: Site address Assessor's Parcel Number 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 / DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the foIIonng Engineering Conditions of approval for Project No. MS gg - MON .3 (yio ,i1ic'r o1 FAJ U U U 4b. All conditions are in compliance. Date: H:lWORO1RidilDocumefltSlBuildifl9 permit plan theckslBuilithrg P12rcnea Mt 8120101 Form OR.doc Rev. 013197 BUILDING PLANCHECK CHECKLIST 1ST/ 2NDI 3RD/ 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 $_, 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 1/2" 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 0 6a. All needed public improvements upon and adjacent to the building site must be /V1' • constructed at time of building construction whenever the value of the construction exceeds $ , 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 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: 0 0 U 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 $_________________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. • • Future public improvements required as follows: MWORDIRWDOWMentMulding pemlt On de&J Buildk Planthodi Cicist BP000I Form OR.doc Rev. 913197 BUILDING PLANCHECK CHECKLIST st,f nd/ 3rd/ U U U 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: U U U 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. U U U 7a. Inadequate. information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). /th/fl U U 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 gradingS approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: U U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) cY' U U 7d. No Grading Permit required. U U U 7e. If grading is not required, write "No Grading" on plot plan. /MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm diiseweFn3WtrutiIities. Right-of-Way permit required for: H:WORDRDOjmBntSBuilWfl9 petmit plan dteCkSBUildhIg Plancheck Ctdst BP000I Form 0R40c Rev. 913197 BUILDING PLANCHECK CHECKLIST 1st/ 2u,d1 3rdl U U U 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. U U 10. 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 153, for assistance. Industrial Waste permit accepted by: Date: U U 11. 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. 21< U U 12. a'Required fees are attached U No fees required U U U 13. Additional Comments: H:WORDdAOocumentsOuiflg permit plan the Building Planched, Cidut BP000I Form OR.dec Rev. 91319? ENGINEERING DEPARTMENT S q 7_61 FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: 263' 1VPr1Z(tfr Bldg. Permit No. 00 0 2-10 Prepared by: £ _R ICt.& Date: 3/ID/ob Checked by: Date: EDUCALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: 4. EDU's: Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1 • .reduced Traffic Impact Fee) XNO 1. PARK-IN-LIEU FEE PARK AREA & #: AII7 1ZE ' FEE/UNIT: X NO. UNITS: =$ AA ___________ 2. TRAFFIC IMPACT FEE ADT's/UNITS: X FEE/ADT: ZONE TRANSPORTATION ADT'S X-$40--- = $Wo j,ttj 01<. BRIDGE AND THOROUGHFARE FEE (01ST. #1 DIST. #2 01ST. #3 ADT's/UNITS: X FEE/ADT: =$ 1 614 4. FACILITIES MANAGEMENT FEE ZONE: 6 UNIT/SQ. FT.: 4' X FEE/SQ. FT./UNIT: 31° =s )0 2.4 0 5. SEWER FEE PERMIT No. EDU's: X. FEE/EDU:________ =h BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:________ INifrl 6. SEWER LATERAL ($2,500) 0 7. DRAINAGE FEES PLDA________ ACRES: =s___________ HIGH-- /LOW X FEE/AC: =$_M 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. P:DOCSMISFORMSFEE CALCULATION WORKSHEET REV 4/29/99 LA W4e4 t4i. LOIS HUMPHREYS President DAVID KULCHIN Director ElAINE SUWYAN Director JUDY HANSON Director ALLAN JUIJUSSEN Director TIMOThY JOCHEM General Manager May 26, 2000 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-1576 To Whom It May Concern: The purpose of this letter is to confirm, that sewer service is available for the proposed residential units at 2534 and 2538 Navarra Drive, Carlsbad. Plans for this address are for the construction of two four-plex condominium buildings. If you have any further questions or require additional information, please do not hesitate to contact me. Sincer Tracy L. Peterson Management Analyst District Office: 1960 La Costa Avenue, Carlsbad, California 92009.6810 • (760) 753-0155 • FAX (760) 753-3094 Pdnted on recyded paper. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB OOO ol LO Address Planner, Barbara, Kennedy Phone (760) 602-. 4626 APN: Type of Project & Use:4 - pieg Net Project Density: DU/AC Zoning: D-I-'\ General Plan: 4-( Facilities Management Zone: Cc' CFD (in/out) #_Date of participation: Remaining net dev acres: _3- 1 '-1- —1 Circie One . Ad (For non-residential development: Type of land used breated by : : this permit:___________________________________________ IL IL 0- Legend: Z . Item Complete Item Incomplete - Needs your action Environmental Review Requiréd: YES $ NO TYPE DATE OF COMPLETION: 1/20/11 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 4 .. Fj Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. CI'? - ot OTHER RELATED CASES: 145'1-o Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ' yv e c.+, u&5kkAA &s _e,4 c. Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO X CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit. Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal, Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or. "Coastal Permit Required" (at minimum Floor Plans). . Complete Coastal Permit Determination Log as needed. H:\ADMINCOUNTER\BldgPlnchkRevChkist Inclusionary Housing Fee required: YES Y NO 41 4 115119 /1 &I-4 0110 / (Effective date of Inclusionary Housing Ordinance - May 21 • 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) M p . cI. -VOL o k#. '1) v,4e c% st -h fLct i Site Plan: NX W&d Lu/i'ii 44' e&xck . Mvw't, V..J) jX 561, Provide a fully dimensional site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing jA 5M Zoning: 6V)Dw seAbccj,~,- -k çlct"i. Setbacks: 101 -It' trLetj. %t' 'kb 53)kL4 (XAk4I8 Front: Required -4'r Interior Side: Required ,' Shown ç' Street Side: Required •----- Shown - Rear: Required (0' Shown >c 1?rbuk. e..toss ec+ibri IOD-4 I- -hce4 10, Accessory structure setbacks: Required Required Required Required Required / Lot Coverage: Height: Required 35' p'itC. Shown ?kctse' Cc.oP Sk.' Lc4coe Parking: Spaces Required 42 '' CAu4.(e.L Shown 8 aw4td. Guest Spaces Required Shown . Additional Conimentl}%. O1A 4' '5ktA OK T, rLe H:\ADMIN\COUNTER\BldgPlnchkRevChklst 0 Le.4 ou'O- 't- Front: Interior Side: Street Side: Rear: Structure separation: Shown Shown Shown Shown 7 Shown 660 Required 6Q7 ni-K. Shown 3w/b EsGil Corporation 2n Partnership with government for Building Safety DATE: JUNE 13, 2000 JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-210 (REV. # 1) SET: I PROJECT ADDRESS: 2538 NAVARRA - LOT # 57 PROJECT NAME: 4-PLEX (CONDOS) U NT CK JURIS. O PLAN REVIEWER O FILE LI 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. 1111 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. Ei Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) // 19Fax #: Mail—Telephone Fax In Person (j" PY REARKSPerpplicant the following items deferred, cit' to verify: —.#-i):LPcpye complete water line sizing c6ulations. Show pressure, fixture units, GPM & maximum developed length. # 2): Provide complete s line sizing calculations. Show total CFH input and maximum developed length. Show all equipment. ): Provide complete drain, waste and vent plans. The applicant only submitted one et qf'plans to EsGil for review. SHOP DRAWINGS! CAI..C'S. at(d REVISIONS TO STUD SIZES UNDER THIS PLAN CHANGE. ':By: All Sadre Enclosures: Esgil Corporation 0 GA MB EJ J PC 6/7 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 CARLSBAD 00-210 (REV. # 1) JUNE 13, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-210 (REV. # 1) PREPARED BY: All Sadre DATE: JUNE 139 2000 BUILDING ADDRESS: 2538 NAVARRA BUILDING OCCUPANCY: R1/U1 TYPE OF CONSTRUCTION: V-iHR. BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE ($) TRUSSES & REV. TO 1 HR. STUD SIZES 87.15/HR. 87.15 EsGil FEE Air Conditioning Fire Sprinklers TOTAL VALUE 1994 UBC Building Permit Fee 1 Bldg. Permit Fee by ordinance: $ 1994 UBC Plan Check Fee E Plan Check Fee by ordinance: $ 108;94 CITY FEE Type of Review: Complete Review Structural Only I Hourly fl Repetitive Fee Applicable I Other: Esgil Plan Review Fee: $ SEE ABOVE Comments: Sheet I of I macvalue.doc 5196 VL! MEMBE6; .I! NARK 'L51PAN. 1j.. FT 0 UNIFORM LOAD ..4e (••'/.) ( ?' .!.)..............1:1!-.. PLF W26 PLF : ) . P2; -...........__.._ ......._..... ...........-. LBS Vn1dx 93 LE! Mmax FT.L Ir: / E. .'.. i 1 I47 IN O"I - 1 r;4.'• i e p4.4 'if •'-'. fL4 E LOVELACE ENGINEERING Dew& and lltic 24 I 6498 Weathem, Place • SW!e 200 San Diego. CaUforria 92121 619.535.9111 Miv,w 619.35.1989Fct Joe - •:' fl/L.../: '-i'--.' SHEET NO. OF t9D ( CALCULATED BY - CiECKE0 BY _______________________________CAM 3CAI GRADE:?--L CA1ER OR CRAVE; CAMBE R- 1-(ArltroHARE: r1Ai(• ...... - PT. 0 UNIFORM LOAD II ________ • L.F PLF .L L5 RI; L3 Rr: : LB = L5 mmaxz FT-L55 GRADE;C4iBER: 4ARIk4E: ....FT. 0 UNIFORM LOAD NI; PLF H22 PLF P1= LEIS L5 Ric LBS - .......- LBS L5 i1dX e FT-L-55 IN USE.- GRADE: CAME —1Ai.lA IOR . . . CAMBER: IiARDARE: os- 2 /6 V3 j1d 9NIeI33NIE*13 fl3/01 6861E988 LE:Sø /El./To LOVELACE ENGINEERING I.1_1L Structural Design and Title 24 Energy Analysis STRUCTURAL CALCULATIONS DATE: JANUARY 13, 2000 PROJECT: LA COSTA 4-PLEX NAVARRA DRIVE LA COSTA, CA OWNER: SIERRA LINDA DEVELOPMENT 219 MEADOW VISTA WAY ENCINITAS, CA 92024 DESIGNER: ROBIN J. FRANKLIN 6658 SAN MIGUEL RD. BONITA, CA 91902 JOB: 99230 NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE 6496 Weathers Place Suite 200 San Diego, California 92121-2958 858.535.9111 phone 858.535.1989 fax JOB 0 / 1A T4 # LA LOVELACE ENGINEERING SHEET OF _ CALCULATED BY _____________DATE Os 6496 Weathera Place • Suite 200 San Diego. CalifornIa 92121 CHECKED BY _________________________ DATE 619.535.9111 mww 619.535.1989 Fm SCALE TA6LE OF CONTENTS SUBJECT SWEET DESIGN CRITERIA .......................................................................................................................Z. 14 LOADS .......................................................................................................................................... VERTICAL ANALYSIS/DESIGN ............................................................................................* IC FOUNDATIONS / RETAINING WALLS ............................................................................................I I I'Z LATERAL ANALYSIS/DESIGN ...................................................................................................... DETAILS .........................................................................................................................................____ iuiI!:C rdXar. VI I4II Ond p,ioNE'cU.rp€ L LOVELACE ENGINEERING Structural Des4m and TUIc 24 Encr, Analysis J] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 rnonc 619.535.1989 Fax JOB 112rn0 / LA 1I1A 4- - SHEET NO. OF k) CALCULATED BY DATE CHECKED BY ___________________________ DATE SCALE — GOVE1ING CODE: USC I1 CONCRETE: Fc=2000 psi, NO SPECIAL INSPECTION REQD. (U.N.O.) MASONRY: ASTM CØ, Fm: 1500 psi. NO SPECIAL INSPECTION REQD (U.N.O.) MORTAR: ASTM C210, Fc:ISØø psi, TYPE S GROUT: ASTM C41, Fc:2000 psi REINFORCING STEEL: ASTM AI5, F9: isi FOR '3 AND SMALLER ASTM A615, Fy: &Oksf FOR 04 AND LARGER (U.N.O.) STRUCTURAL STEEL: ASTM A3, F: 3ksi (STRUCTURAL SHAPES 4 PLATES) ASTM AØØ, GRADE 5, F9: 4ksi (STRUCTURAL TUBING) ASTM AS3, GRADE B, F9: 35ks1 (STRUCTURAL PIPE) MELDING: E10 SERIES-TYP., EØ SERIES FOR A615 GRADE 60 REINFORCING BARS SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECT. SAWN LUMBER: DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER USC, CHAPTER 23 GLULAIIS: DOUGLAS FIR OR DOUGLAS FIR/HEM 24F-v4 FOR SIMPLE SPAN CONDITIONS 24F-V8 FOR CANTILEVER CONDITION SOIL: ALLOWABLE BEARING PRESSURE : _____p5f ACTIVE SOIL PRESSURE = ______pcf ACTIVE SOIL PRESSURE(RESTRAINED) : -pcf PASSIVE SOIL PRESSURE : pcf SOIL DENSITY : pcf COEFFICIENT OF FRICTION : 0 EXISTING NATURAL SOIL PER USC TABLE IS-I-A SOILS REPORT BY: PROJECT NUMBER: DATED: SOIL CLASSIFICATION: LOVELACE (06 ___________ I ' ENGINEERING OF__________ I SWmbuvl lDs4p md TUb 24 Z=V Aaiy.ts CALCULATED BY ________________________ DATE ] 6498 Weathers Place • Suite 200 I San Dio. Califbrnia 92121 CHECKED BY _______________________ DATE - 619.535.9111nmes 619.535.1989 Thx .• "SCALE________________________________ ROOF DEAD LOAD: ROOFING (_fl -- ) ......................................................... SHEATHING...................................................................................1.5 RAFTER/CEILING JOISTS OR TRUSSES......................................4.0 INSULATION...................................................................................15 DRYWALL.....................................................................................2.5 OTHER (ELEC., MEC14., MISC.) ....................................................0.5 TOTAL DEAD LOAD: 7- .0 per LIVE LOAD: 140.0 par TOTAL LOAD: 15&.0 per FLOOR DEAD LOAD: FLOORING ( ) ..........................................2.0 par LT. kEIGI.41 CONCRETE .L?k y.t'.'M 7.e SHEATHING...................................................................................2.0 JOISTS ...........................................................................................3.5 DRYWALL .... J. ... iV.1-'-°.... ........ . ...................................... 2.5 OTHER (ELEC., MECH., MISC.) ....................................................3.0 TOTAL DEAD LOAD: jo•Ø pat LIVE LOAD: (RESIDENTIAL USE PER U8C CHAPTER 1) 40.0 pat TOTAL LOAD: FL4 A - (o .0 per P44 . - .O psf- EXTERIOR WALL STUDS.............................................. ............................................... 1.0 par DRYWALL.....................................................................................2.5 INSULATION...................................................................................15 EXTERIOR FINISH ( 61v— ) .....................................................o.O OTHER(MISC.) .............................................................................1.0 TOTAL LOAD: 10 .0 per INTERIOR WALL STUDS.............................................................................................1.0 par DRYWALL....................................................................................5.0 OTHER(MISC.) .............................................................................1.0 TOTAL LOAD: 1.0 per , •. . DECK/OTHER '.0 par 2.0 3.5 10 .0 1 .5 '.eØ par 60.0 par 60.0 par c, ezmjjL, (O.o pçf V - • . -. - •. -. •. - • . . -. • . :i-' ,• • -. JOB______________________________________ LOVELACE . '1 • ENGINEERING _______________________ SHEET NO. ___ OF ftuctund Deegan and Title L, CALCULATED BY _________________________ DATE -] 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY ___________________________ DATE 619.53S.9111phww 619.535.1989 Fx • SCALE_________________________________ VflCAL ANLALY55 / IESGN LEVEL: Zpap MEMBERS: ADt44 MARK. ?+-( SPAN: _O FT. UNIFO1 LOAD l.41:L'h'Iz.)L,& ?) gz. PLF PLF : LBS P2==LBS RI m : 4U LBS Rr: = •' LBS Vrnax:=4k1°LBS Mtnax: = II FT-LBS Ireq: = - IN USE: 6v IL- GRADE: 41 CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: -SPAN= FT. 0 UNIFORM LOAD HIM 2 PLF N2: : PLF Pt: : LBS : LBS RI: . = LBS Ri: z LBS Vmax: = LBS Mntax= . . = FT-LBS Ireq:: IN USE: GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: -SPAN FT. [J UNIFORM LOAD = PLF 142: : PLF PIZ LBS - P2= : LBS RI: : LBS Rrm = LBS Vniax: = LBS Mmax: : FT-LBS - Ireq:= IN USE: GRADE: CAMBER: 14ARDfr4ARE:_______ OR • GRADE: CAMBER: I4ARDk4ARE:_______ .%•.EWj: .g ::.:' 1.'-M :.•i• .: . . . L LOVELACE ENGINEERING SW=UindDcaWmand'nUe240mcWAnalyaW ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 PIwne 619.535.1989 Thx JOB SHEET NO. ___________________________ OF lLPt) CALCULATED BY ___________________________ DATE CHECKED BY ___________________________ DATE SCALE LEVEL: MEMSER5:..1'' MARK: T% SPAN : FT. 0 UNIFORM LOAD :llj- FLF I N2: : PLF PI Pqr 3,5L65 L P2:_( z-/z)(, c-)/i-) ioL8S RI: :'L85 k o LBS Vmdx: Mmdx: = FT-LBS IN JSE: GRADE: CAMBER: HARDWARE: GRADE: CAMBER: k'A1WNARE: MARK: SPAN:- .. FT. NI: H2: Pt: P2: RI: Rr: Vriid X: Mmdx: 17 UNIFORM LOAD PLF PLF LBS LBS LBS LBS LBS FT-LBS : IN .ISE: GRADE: CAMBER: HARDWARE: DR GRADE: CAMBER: HARDWARE: MARK: ..___SPAN: NI: N2: Fl: P2: FT. 0 UNIFORM LOAD PLF PLF LBS LBS RI: LBS LBS Vmax: LBS Mmdx: : FT-LBS Ireq= = IN JGE: GRADE: CAMBER: HARDWARE: GRADE: CAMBER: HARDWARE: A. JOB _______________ LOVELACE _______________ ENGINEERING SHEET NO. ________________OF___________ Suca*x1 Design and Mile 24 Encrp Analysis 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Thone 619.535.1989 Fax CALCULATED BY DATE CHECKED BY DATE SCALE LEVEL: _______________ MEMBERS:._ MARK: I_ SPAN : ..I7 FT. NI: /Jti&) N2= Fl: P2: RI: Rr: Vma x: Irc:(.zo ,,L'p4I) - UNIFORM LOAD e PLF PLF LBS LBS '7 4va LBS 14!00 LBS FTLBS I IN USE: OR '4'c+GRADE: 11-L4F'I GRADE: CAMBER: CAMBER: HARDWARE: HARDWARE: MARK: p137— SPAN.-. (o FT. UNIFORM LOAD Alz ox,&o IQ° PLF N2: : PLF P2: : LBS RI:- . : 3,Iio LBS R: : ' LBS Vmax: -..----- ......LBS Mrnax: ---.--.----.--.-----.. :J& 7 ,144.FT-LB5 IN USE: GRADE: P-LOr-1 CAMBER: HARDWARE: OR GRADE: CAMBER: I-IARDNARE: MARK: SPAN: i... FT. 91 UNIFORM LOAD NI: iD.'/z.(6'o ) N2: : PLF Fl: : LBS LBS RI: : LBS Ri: : LBS Vrnax= : i(r6 LBS Mmax: ..--. .-- - = (,jo'j FT-LBS - "4 USE: 'i...'r I'f GRADE: ?.&..or'l CAMBER: . HARDWARE: OR ___ GRADE: CAMBER: HARDWARE: L LOVELACE% ENGINEERING Suctui1 Dcslgiz acdlltle 24 En AnuIyaa ] 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Thane 619.535.1989 Thx JOB SHEET NO. 7 'OF t)I) CALCULATED BY _______________________ DATE CHECKED BY DATE SCALE LEVEL: ________________ MEMBERS: MARK: SPAN FT. ._1 FT. (] UNIFORM LOAD NI: 1.PLF N2: : PLF %%bS LBS P2: = LBS ifi RI: f If 88 LBS Vmax:________________________ li Mrnax: :($ FT-LBS IN4 USE: 3i..y (4- GRADE: LdrP CAMBER: HARDWARE: OR GRADE: .-...-.. CAMBER:HARDWARE: MARK: f+' SPAN: i44' FT. LUNIFORM LOAD HI '-Z (j'±) °i'(L!) .._1'51_PLF N2: : PLF : LBS LBS tJ ______-. '41 LBS 1 1 Rr LSS g Vmax: : 6147- LBS Mmax: -: FT-LBS Ireq: (j*ioPft-la ________ :jjjN4 USE: 'Lz=v.....ik.......GRADE: ?- .ri. CAMBER: HARDWARE: - OR GRADE: CAMBER: HARDWARE: MARK: Pr(, SPAN: 2Z FT. j) UNIFORM LOAD NI: ______ = PLF 1' 7 ____................--.-.....--.-..-. I N2= : PLF 1: -f2)+_!-' ___...%S41.LS5 I ........ 5LB5 ttA RI: .----- _•JjL65 1 t1t -o ....... ....-.---.............. : 7SO'> LBS vmax: LBS Mmax= FT Iraq: Lfrr-_•°"_'!2._ .._._..._..H!.. IN USE: .1.J4 GRADE: .r:!t' CAMBER: HARDWARE: OR GRADE: CAMBER: I4ARDNARE: 4 L! -1 ENGINEERING Sucair1 Deagn and Me 24 £ngy Analysla LOVELACE 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 P?wne 619.535.1989 ftm JOB SHEET NO. ________________________ OF CALCULATED BY __________________________ DATE CHECKED BY _______________________________ DATE SCALE LEVEL:.. MEMBERS: _ 14-62W- MARK:.r-19-1_SPAN: ......L FT. UNIFORt1 LOAD PLF = PLF LSS RI: : Rr::"L5 Vniax: 76 491 Mmdx: FT-LSS Ireq: (. t.o ru P4) . USE: £/4I171a GRADE: ?-r1 CAMBER: WARDk44RE: - OR GRADE: CAMBER: HARDWARE: MARK: SPAN: FT. 1 UNIFORM LOAD NI: : PLF N2: : PLF P2: RI: Rr LS Vmax: : LSS Mmdx: : FT-LSS JSE: GRADE: CAMBER: HARDWARE: GRADE: CAMBER: HARDWARE: MARK: _.SPAN: FT. (J UNIFORM LOAD NI: _________________ _____ : PLF N2: = PLF : LBS RI: : LBS = LBS Vmax= = LBS Mmdx: : FT-1_55 Ire: IN JSE:GRADE: CAMBER: HARDWARE: ___ GRADE: CAMBER: I4ARDNARE: L LOVELACE ENGINEERING Sucturn1 Design and Title 24 En'Analyals J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 ThX JOB SHEET NO. __________________________ OF LO CALCULATED BY ___________________________ DATE CHECKED BY _________________________ DATE SCALE LEVEL: MEMBERS: ?*4- MARK:1* SPAN: FT. UNIFORM LOAD NI: .ekL .._..-_...._-.-. :7.4PLF N2: = PLF P2: LBS RI: Rr: : LBS Vmax: Mmax: i1,.4_ FT-LBS Ireq: L.:i*toi",) : IN' USE: 6,vis w GRADE: &.. 1vi4. CAMBER: HARDWARE: OR Or GRADE: 1fI CAMBER: HARDWARE: MARK: _—SPAN : FT. j UNIFORM LOAD PLF N2:. PLF Ph P2: : LBS RI: : LBS = LBS vrnax= = LBS Mntax: : FT-LBS Ireq: _IN 4 USE: GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: ._SPAN: FT. fl UNIFORM LOAD NI:____ : PLF N2: LBS : LBS RI: : LBS Rr: : LBS vrnax: : LBS Mn,ax: : FT-LBS req: ..__._._..._.____.._... ..__• = IN JSE:GRADE: CAMBER: HARDWARE: ______ GRADE: CAMBER: ..--HARDWARE: L LOVELACE ENGINEERING Sactura1 Desgu and TItle 24 EnwV Axtalyata —1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 P?tøne 619.535.1989.A2x JOB qz.° SHEET NO. ___________________________ OF CALCULATED BY DATE CHECKED BY ______________________________ DATE ____________________ SCALE LEVEL: MEMBERS: MARK: 6jL5pAN: ((as FT. UNIFORM LOAD NI = (/)(ci'c-) t 446)12t') _-11 PLF N2: .• = PLF LBS P2: : LBS RI: .._ i,44jLBS = —_"LBS Vtnax: j444.LBS Mmax: 3,1o2. FT-LBS :IZ.-IN USE: 7xg GRADE: -L.or4 CAMBER: I-IARDNARE: OR GRADE: CAMBER: i-iARDk4ARE: MARK: .---SPAN-- FT. 0 UNIFORM LOAD PLF N2: : PLF = LBS Rr LBS Vmax: : LBS Mniax: : FT-LBS lreq: ., _._._ - IN USE: GRADE: CAMBER: HARDWARE: OR . GRADE: CAMBER: - HARDWARE. MARK: .....SPAN:. ..--.FT. UNIFORM LOAD NI: = PLF N2: = PLF = LBS : LBS RI: : LBS Rrz = LBS Vmax: = LBS Mmax: = FT-LBS Ireq: . ... .. --- IN USE: GRADE: CAMBER: HARDWARE: OR . GRADE: CAMBER: HARDWARE: L LOVELACE ENGINEERING Szctwii MOW iadflt1e 24 En' MaIys -I 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 mww 619.535.1989 1'1r JOB SHEET NO. . Il OF________ CALCULATED BY ___________________________ DATE CHECKED BY DATE SCALE FOUNA11ONS ALLOWABLE SEARING PRESSURE, q: I,O PSF (PER DESIGN CRITERIA) r'Iu-J 0.?Th :. ADS. ?,e t %eoo pc, CONTINUOUS PERIMETER 4 SEANG HALL FOOTINGS: LOCATION: ç2i 'N 6 Cs H1 2 Z 11-0 r'( 4 I' i. t') Z,2.SVPLF WIDTH REQD= (H/q X 12): = 15.1.. IN (USE: 13 "HIDE )< 2.4 "DEEP H1114 7. TOP 4 SOTTOM LOCATION: ?LJ 4L41.'&.. V.uHT (-o O4t) H1 : l"rz. P- L)('" v'70 = ODO PL WIDTH REOD: (N/ x 12) X I IN USE: I "HIDEX .4 DEEP kI _Z •' TOP 4 SOTTOM LOCATION: WIDTH REQ'D: (W,/q x 12): ( USE: "HIDE X "DEEP NITk____ 0 ____ TOP 4 SOTTOM ISOLATED SPREAD FOOTINGS: MARK: F- I ( ,_I ; = L55 A ,5qd = P/q x 144: = jja SQ IN (USE: D " SQUARE )< Z4 "DEEP WITH ' 4 EA HAY (3" CLEAR FROM SOIL) MARK: F- 'Z- ( Z.) = LSS A sqd = P/q x 144= = SQ IN USE: V5 "SQUARE X 24 "DEEP WITH. j 5 EA HAY (3" CLEAR FROM SOIL) PLF IN L LOVELACE ENGINEERING Sucturnl Oegn and Title 24 ftaV Analysis II 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 pPwne 619.535.1989 Fx JOB SHEET NO. CALCULATED BY DATE CHECKED BY _______________________________ DATE SCALE MARK: F Fx - = LBS Araqd : P/q x 44: (4 SQ IN USE: So," SQUARE X j4.' DEEP kill-I l 5 EA NAY (3" CLEAR FROM SOIL) MARK: F- 4 tcrz. LBS A r:qø :P/q xI44 z -.--.--- .........)ft '1.50IN I USE: SQUARE >( 7-4 -" DEEP WITH 4 . EA NAY (3' CLEAR FROM SOIL)I MARK: F. 13 LBS = P/q x 144= —:141_50 IN USE: "SQUARE)( 1 "DEEP WITH EA NAY (3' CLEAR FROM SOIL)I MARK:F - , I4,oc.LSS P/q x 144= - : IN USE: 1541 'SQUARE X 'DEEP WITH 4 • -. EA NAY (3" CLEAR FROM SOIL)I MARK: : __..JtLS5 Area : F/q x 144: ___-.---.--.-- IN USE; 4'L°)( 4T.."X 2* "DEEP kIll-I 4 • '5 4 4 • . (3" CLEAR FROM SOIL) MARK: F- 1.65 Araqø P/q x 144= - SQ IN USE; ')( ")( DEEP NIIW ' .. •4 (3" CLEAR FROM SOIL) MARK: F- LBS P/q x 144: . -- ...........- .- 50 IN USE; ')< ")< "DEEP WITH .' .- . .. (3" CLEAR FROM SOIL)I L ENGINEERING Suctua1 Des* aTUZe 24 upAa.iy.1s LOVELACE. 1 6496 Weathen Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111Tha,w 619.535.1989mr JOB SHEET NO. ___________________________ OF (Q() CALCULATED BY DATE CHECKED BY ___________________________ DATE _________________ SCALE LATERAL AJA_1"55,ce5i AREA; SEISMIC LOAD: SEISMIC ZONE: SEISMIC SOURCE TYPE: SOIL TYPE: % Na: j_ Ca: 44 (Na) =44 Nv: (.1.. Cs,: .('1(N,) = I: 10, STANDARD OCCUPANCY Ct: 0.020 h: O T: (Ct)(hn)314: H: TOTAL SEISMIC DEAD LOAD HIND LOAD: (4 T?11(- 6'ft4ç &7 l44Prv) EXPOSURE: BASIC HIND SPEED: 10 mph C!: -TABLE 16-0 C,qz 1.3, TABLE 1614 q: 12.6 per I: 1.0, NON-ESSENTIAL FACILITY P: (CeXCqXqsXI):_____ psf ROOF L'1EII4T: DIAPHRAGM= h Zo i',c.) II 7 ' LBS EXTERIOR HALL NC-I. (TRIB. TO DIAPHRAGM): q, (_o ) (_I& ') Z tO LBS INTERIOR HALL NGT. (TRIB. TO DIAPWRACM)= Vz. o')( 7 M il 'Ii ° LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= I 410 LBS 1g FLOOR HEIGHT: (/4' j A'). P ( 0f407) DIAPHRAGM: C. i 44l'° -) + Ica 1° LBS EXTERIOR HALL NGT. (IRIS. TO DIAPHRAGM): Z4 16., 540 hO LBS INTERIOR HALL HGT. (TRIB. TO DIAPHRAGM): if'°)L, ) i Is, 70 LBS TOTAL WEIGHT IRIS. TO DIAPHRAGM= I7 " LBS SUMMARY: TOTAL DEAD LOAD, N: *'f qoo LBS BASE SWEAR, V: ..L(H): (N): -LBS RT BUT NEED NOT EXCEED: BASE SWEAR V: 2.CpI (H): I477 (H): 47, fio LBS BUT NOT LESS THAN: BASE SWEAR, V:0.11C81(H): ______ (N): - LBS BUT NOT LESS THAN (SEISMIC ZONE 4 ONLY): BASE SWEAR, V: O.8ZN41 (H) (N): LBS .%.,.1 '•W-.,..., .7. •- - -- --.--. .-. --. -.-,.- --. . ---..- - - .oa -. . . LA LOVELACE -ENGINEERING SHEETNO. OF 8cftx u1D a 'flUe 24 CALCULATED BY _________________________ DATE 6496 Weathee Place • Suite 200 - - San Diego. CalIfornia 92121 CHECKED BY - DATE - 619.535.9111 mgi. 619.535.1989ftLv SCALE______________________________ -. I I ..............• a - •i : ............................._: LOAD DISTRI6UTIONt LEVEL h,, WX U0. F. A v. :(F IA) R 7-9 ft 19.41 kips , 110 kJp - ft kfps 61,690 rt2- (ps r ist 10 ft 1i.41_kips I7ci4 kip-ft RIG kips (a osa ft2 2. 18Z pst TOTALS: .1_kipe 4,s14 kf p-ft - kfps 5WEA4ALL DESIGN: ROOF DIAPHRAGM: HIND TRIBUTARY AREA. TA: — = — ft? (N-S) - TA: = — ftP (E-H) SEISMIC (vu ) HIND, v, = (PxTA)/A N-S: 6.14 par — —par 5E.44T'- GOVERNS E-H: S.IT par _par GOVERNS 1s FLOOR DIAPHRAGM: HIND TRISUTARY AREA, TA: — TA: SEISMIC (vu ) HIND, V: (PxTA)/A N-S: Z.- par — prf E-k:'Z.9Z.. par - par — ft2 (N-S) — 1`0 (E-H) GOVERNS I, GOVERNS i-I .%-,:wI - . •a•. !I-..... ...,..-: -. I L LOVELACE: ENGINEERING Structural Des and TItle 24 £nct' Analyals J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thane 619.535.1989 Thx JOB gi'10 SHEET NO. ____________________J6 —'.0F U .. CALCULATED BY ___________________________ DATE CHECKED BY _______________________________ DATE _____________________ SCALE FLOOR SHEARHALLS P4S DIRECTION LATERAL LOAD. v: LINE •..(.......L us— II IRIS. AREA. TA: = FT2 LOAD tv THIS LEVEL: (vx x TA)--• = LBS LOAD. LEVEL: = LBS TOTAL LOAD: -. = _O(LSS SHEAR HALL LENGTH, L: (9'i. '+(J' : 'Z.I FT v: (TL/L): : %2.. PLF USE: (f PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: CT MOMENT: RES. MOMENT: NET MOMENT: LJPLFT= USE: - FT. X O.K. BY INSPECTION FT-LBS FT-L55 FT-LBS LBS LINE •'.. £ LI- q r—) IRIS. AREA, TA: LOAD Q THIS LEVEL: (v x TA): LOAD LEVEL: TOTAL LOAD: - ............. .S.EAR HALL 1 ENC-TI4. L: V: (TL/L): USE:(Tj PER 5HEA1ALL SCHEDULE FT2 LBS .... LBS %FI : (7PLF OVERTU'4ING: SHEAR PANEL LENGTH: FT, AO.K. ST INSPECTION OT MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT-LBS FT-LBS FT-LBS LBS L LOVELACE ENGINEERING Structural Desigm and ThI. 24 MmerV Anuly,la 11 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111PItow 619.535.1989 Ibx JOB 19 SHEErNO._______________________ OF CALCULATED BY ___________________________ DATE CHECKED BY _________________________ DATE SCALE .FLOOR SHEARI.'4ALLS DIRECTION LATERAL LOAD, v,, = ..JL.P5F LINE 1 Sibr-it~) IRIS. AREA. TA: 1FT2 LOAD a 11415 LEVEL: (v x TA): : 9,19S LBS LOAD. LEVEL: : LBS TOTAL LOAD: : LBS SHEAR HALL LENGTH, L= Zo'rz..' FT v: (TL/L): : Z37 PLF USE: PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= FT. ,J O.K. BY INSPECTION 01 MOMENT: : FT-LBS RES. MOMENT: : FT-LBS NET MOMENT: : FT-LBS UPLIFT: : LBS USE: LINE IRIS. AREA. TA-- LOAD Q THIS LEVEL: (v x TA): = LBS LOAD. LEVEL: : LBS TOTAL LOAD: : LBS SHEAR HALL LENGTH. L: : FT V: (TL/L): : PLF USE: 0 PER 514EARALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, 0 O.K. BY INSPECTION 01 MOMENT: = FT LBS RES. MOMENT: = FT-LBS NET MOMENT: FT-LBS UPLIFT: : LBS USE:________________________________________ L LOVELACE. ENGINEERING Structural Design and This 24 ElkcxV Analysis 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111'Thone 619.535.1989 Fx JOB 111w SHEET NO. ____________________OF_____________ CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR 5-4EAR.'4ALLS DIRECTION LATERAL LOAD. V: .!P5F LINE A....,. IRIS. AREA. TA: = FT2 LOAD Q TI-15 LEVEL: x TA): : 11 GZ. LBS LOAD. LEVEL: . : _LBS TOTAL LOAD: •.________________ : 11 4(oZ. LBS SHEAR HALL LENGTH, L:FT (TL/L): : FLF USE: PER SWEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= ,(FT. 0 O.K. ST INSPECTION 01 MOMENT: .c( z.) (q') - : Ii,FT-L6S RES. MOMENT: .. ] O FT-LBS NET MOMENT: UPLIFT: : 'Z4ib LBS I' 1- USE: r'tc14¶5i /_._,,-' LINE fJ& TRIS. AREA. TA: - : 4FT2 LOAD a THIS LEVEL: (v x TA): :n ma LBS LOAD LEVEL: : LBS TOTAL LOAD ::IZIjLBS SHEAR HALL LENGTH, L: 44. %4 4 (4 =G FT (TL/L): USE: J PER SI-IEARNALL SCHEDULE OVERTURNING: SHEAR PANEL L!NC3TI-I= 4 FT, 0 O.K. ST INSPECTION 01 MOMENT: .......,. :I,&41 FT-LBS RES. MOMENT: ..,iC....I..4 ...t4-fl. NET MOMENT:- : ]J.iFT-LBS UPLIFT: = Zfr(#I LBS USE: Tp sm. 1ws' (_ li, . av-. mm L LOVELACE ENGINEERING Structwiil Design sndfltle 24 Enew Aaaiy3i. II 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Rin 619.535.1989 F= JOB SHEET NO. __ OF lcO CALCULATED BY DATE CHECKED BY DATE SCALE 1 FLOOR SHEARHALLS t-W . DIRECTION LATERAL LOAD. v, = ..iJLP5F LINE IRIS. AREA, TA: - : (K FT2 LOAD 19 THIS LEVEL: (vx x TA): : '1d? LBS LOAD, LEVEL: = LBS TOTAL LOAD = LBS SHEAR HALL LENGTH, L: 14i't1i' j&FT V: (TLIL): 2 L._PLF USE: PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, V4 O.K. BY INSPECTION 01 MOMENT: RES. MOMENT-- NET MOMENT: UPLIFT: USE: FT-LBS = FT-LBS FT-LBS LBS LINE IRIS. AREA, TA: FT2 LOADQ THIS LEVEL: (v x TA): ... -.—:LSS LOAD. LEVEL: : LBS TOTAL LOAD 1,1477L55 SHEAR HALL LENGTH. L= .. - .... iS ZS f4 FT v: (TL/L): = I(Z-PLF USE: ® PER 5I-IEARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT, M O.K. BY INSPECTION FT-LBS FT-LBS FT - LBS LBS L LOVELACE ENGINEERING StncturulDes1gn and Title 24 Energy Analysis 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fbx JOB SHEET NO. ________________________OF CALCULATED BY CHECKED BY SCALE DATE DATE TFLOOR SWEARLAIALLS $"..DIRECTION LATERAL LOAD. v,: LINE ( L"4"ID II TRIS. AREA, TA: -- : FT2 LOAD 10 11-115 LEVEL: (v x TA): . : LSS LOAD, LEVEL: TOTAL LOAD: : tda+ LSS SWEAR HALL LENGTH, L:. b.i3i!1I' Zia— FT (TL/L): : Z.07- PLF USE: (B PER SWEAR HALL SCHEDULE OVERTURNING: SWEAR PANEL LENGTH: 01 MOMENT: ES. MOMENT= NET MOMENT: UPLIFT: USE: - PT, X O.K. BY INSPECTION FTLSS FT-L35 FT-LBS L65 LINE 4. . ( 1R13. AREA, TA: . : 15QFT2 LOAD 19 THIS LEVEL: (v x TA): - : 6& LSS LOAD. LEVEL: .. i4/) . : LBS TOTAL LOAD: - - - LBS SWEAR HALL LENGTH, L: : *—FT vz (TL/L): : PLP USE:O PER SHEAALL SCHEDULE v i, f, 9lri?. &ø1eI4- 'T - IcT OVERTURNING: SWEAR PANEL LENGTH: PT, O.K. BY INSPECTION ' 01 MOMENT: : FT-LBS RES. MOMENT: : FTLSS NET MOMENT: : FT-LBS UPLIFT: : LBS USE:_______________________________________ L LOVELACE ENGINEERING Structural Dc,ti and TItle 24 £na' AaalyaI 1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Rwne 619.535.1989fbx JOB - SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SI-4EARALLS .DIRECTION LATERAL LOAD, l: •1.t.P5F LINE ..........( LIs.1(. 1 IRIS. AREA. TA: = rik FT2 LOAD 6 THIS LEVEL: (v x TA): 4,1°LBS LOAD. ê3 __LEVEL: .-.-. : ,1LS5 TOTAL LOAD: 053 1-155 SHEAR WALL LENGTH, L: .. i.._±_zijL _0 FT (TL/L): = 141 FLF USE: (D PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= - _F1, [Zf O.K. BY INSPECTION 01 MOMENT: . = FT-1-55 RES. MOMENT: : FT-LBS NET MOMENT: : FT-LBS UPLIFT: USE: LINE IRIS. AREA, TA-- LOAD Q THIS LEVEL: (v x TA)-- LOAD. LEVEL: TOTAL LOAD: SHEAR HALL LENGTH, L: V: (TL/L): USE: 01 PER 5kEA4ALL SC14EDULE OVERTURNING: SHEAR PANEL LENCaTI.4= FT, X O.K. BY INSPECTION :4q-3 FT2 z 114 LBS =LBS FT = I3r LBS PLF 01 MOMENT: : FT-LBS RES. MOMENT: : FT-LBS NET MOMENT: : —FT-1-55 UPLIFT: USE: L LOVELACE. ENGINEERING StnzctwlOci2gn snd'fltle 24 EnCIV Anaiys 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 m 619.535.1989 Ihr JOB SHEET NO. ___________________________ OF CALCULATED BY DATE CHECKED BY _______________________________ DATE _____________________ SCALE to FLOOR S1-IEARNALLS DIRECTION LATERAL LOAD, v,, = .2-_P5F LINE A,3,..a.- TRIS. AREA, TA: = I7- FT2 LOAD tv THIS LEVEL: (v x TA): : _LBS LOAD. LEVEL: .:Up2.LB5 TOTAL LOAD: :Il_.1LB9 SHEAR WALL LENGTH, L= = v= (TL/L): -. --------------------------------- _PLF USE: J PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 0 O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: f.. USE: ,..f 441?,i.3 FT - LBS FT-LBS :P8skFT-LBS LBS --7---.-.- LINE .P IRIS. AREA, TA: :4FT2 LOAD 0 THIS LEVEL: (v x TA): :j'7 LBS LOAD LEVEL: : LBS TOTAL LOAD: 5i-4EAR WALL LENGTH, L: = 1, FT v: (TL/L): JPLF USE: CD PER SHEAALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT. Xi O.K. BY INSPECTION FT-LBS FT-LBS FT-1-55 = LBS L LOVELACE ENGINEERING Struetwul oestgn and Title 24 £ngy Analyaia -I 6496 Weathers Place 9- Suite 200 San Diego., CalifornIa 92121 619.535.9111 Pñone 619.535.1989 FUx JOB SHEET NO. __________________________ OF __________________ CALCULATED BY DATE CHECKED BY DATE SCALE I " .FLOOR 5I.4EARIALL5 DIRECTION LATERAL LOAD. V( : LINE - TRIS. AREA. 14: = jo FT2 6M1 51M) LOAD Q THIS LEVEL: (v x TA): = L5 LOAD. LEVEL = . : LSS TOTAL LOAD: . = SIB L55 SWEAR WALL LENGTH, L: : FT v= (TL/L): I o'L. PLF USE: (j PER SWEAR WALL SCHEDULE OVERTURNING: SWEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT USE: -. FT.Xi O.K. BY INSPECTION FT-L35 FT-L5 LSS LINE F:kFI TRIS. AREA. TA: = 4FT2 LOAD 0 11415 LEVEL: (v x TA): : 417.0 LS LOAD. woof LEVEL-- : LBS TOTAL LOAD = I&,I8L5 Sr-lEAR WALL LENGTH, L: FT v: (TL/L): :jPLF USE:® PER 5HEA,AALL SCHEDULE j37 4porwoot, 5fg4fr.,, OVERTURNING: SWEAR PANEL LENGTH: 6 FT, M.O.K. BY INSPECTION OT MOMENT: - -.-')L. --..-.---.---.-. _3FT-L65 RES. MOMENT: .- ................................- :3FT-LSS NET MOMENT: UPLIFT: - -LBS USE:PI5A %rf S4j9yi.' L LOVELACE ENGINEERING StucurQ1 Dcszgn .ndT1Ue 24 £nvAnaiy 11 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Thone 619.535.1989 Thx JOB SHEET NO. 2_i, OF CALCULATED BY DATE - CHECKED BY ____________________________ DATE C' SCALE -FLOOR 5HEAR4ALL5 i-".. DIRECTION LATERAL LOAD. v.: .P5F LINE I. TRIS. AREA, TA: = 60I2- FT2 LOAD is 11-415 LEVEL: (v x TA): a 112(a LBS LOAD. aof- LEVEL: = 1,'1 LBS TOTAL LOAD: : LBS SHEAR WALL LENGTH. L: lo4,i : Z.1. FT v: (TL/L): : 141 P L F USE: PER SHEAR WALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: IFT. O.K. BY INSPECTION 01 MOMENT: : FT-LBS RES. MOMENT: : FT-LBS NET MOMENT: : FT-LBS UPLIFT: LBS USE: / LINE 3 IRIS. AREA. TA: : 4Vp FT2 LOAD 19 THIS LEVEL: (vx x TA): -- :1 LBS LOAD. LEVEL: -.. -- __--=*LSS TOTAL LOAD:- - -..._--.--..------- X?1& LBS SHEAR ,JALL LENGTH, L: : FT v: (TL/L): : PLF USE:O PER SkEARALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: . . FT. El O.K. BY INSPECTION OT MOMENT: : FT-LBS RES. MOMENT: : FT-LBS NET MOMENT: UPLIFT: = LBS USE:________________________________________ JOB t L LOVELACE ENGINEERING SHEET NO. OF____________ Suctwid Design and flUe 24 Energy Analysis CALCULATED BY ___________________________ DATE —1 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY DATE 619.535.9111 mane 619.535.1989 Fbx SCALE TIAILS NOTE TO PLANC14ECKER: THIS SECTION CONTAINS THE FOLLOWING INFORMATION (IF APPLICABLE TO 11415 PROJECT) FOR YOUR USE IN CHECKING THE PLANS: FRAMING PLANS: RAFTER HEADER, BEAM, POST 4 HARDWARE CALLOUTS FOUNDATION PLAN: FOOTING 4 I-4OLDONN CALLOUTS 514EAR1ALL LINE LOCATIONS SI4EARI-4ALL CALLOUTS 5MEAAALL SCHEDULE FRAMING AND FOUNDATION STRUCTURAL NOTES 5EC!AL INSPECTION L5T STRUCTURAL DETAIL DRANI NC- S L LOVEL-ACE' ENGINEERING Stswbual Dewp .@dT1Ue 24 EacrrAaaly.l. -J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Pmxw 619.535.1989 kx JOB 011746 SHEET NO. CALCULATED BY CHECKED BY SCALE DATE DATE 51RLICTUR4L NOTES FRAIIING NOTES I. ROOF .ING 5I-4LL BE: /2" PLThCCD EXPOSURE I INDEX 24/0 ad COCN NAILS 9 b" ac. S.N. ad COMMON NAILS 9 12" ox. F.N. S.N. To ALL &LIFFOR7ED PLYWOOD EDGES AT: PLCOD EDGES PE!TERWALLS S-!AR"4ALL5 FLOOR S-EATI.1ING SHALL 5!. 23/32- APA RATED STURDI-I.FLOOR, 14G. 24" o.c. SPAN RATING, EXPOSURE! I0ó CC"!-C\ NAILS e " o.c. 5.N. I0d COWO\ NAILS 12" a.c. P.N. 6.N. TO ALL SPPCRTED PLThCC EDGES AT: P_"'"sCOD EGE5 =!EER"IL__S 5-E.'LLL5 ALL ERS, O'5T5 a SHALL BE DOUGLAS FIR LARC ALL SE5 5ALL BE CUGA5 R L2RC I GRADE. ALL P033 5rALL BE DOUGLAS FiRL4RC. I, U.N.O. S. ALL ANGER5 5IALL BE SIMPSON "U" MANGERS, U.N.O. ALL RCC -EADERS SMALL BE 4X4 U.N.O PROYE S_E 35 -=:;=S '!NS OF ALL ROOF CENINGS. S. AL 035 0 SEAM NEC7ICN5 5;4ALL BE SiMFSON PC U.&O. 10. LL.. SEL "0 O' =_."E CCNECTiCNS 51-;ALL BE SIMPSO'.1 A3 !A. 5E J.N.O. FOUNDATION NOTES I. AL =A COTNGS AX POSTS ON LL PLATES SHALL HAVE -CSC' 5ASE. AX 05T5 ON INC IVUAL SPEAD FOOTIN5 SHALL MAy! SIM NPSO SOS' C SLSE U.N.O. ALL NO-OR BOLTS TO 6! /2" DIAMETER X 10" LONG C 12" O.C. U.N.C. ON '-LNS OR 5-!LRLL 5CEULE TERE S-__ BE A IlNINUN OF TWO ANCHOR BOLTS PER SILL PLATE IITM ONE ANC-CR SCT OCLTED TN 2" OF EACH END OF EACH SILL FLAT! E0E. ALL ANO-'C SOLTS, CLDCN ANCMORS 4 DOWELS MUST BE IN PLACE POR TO CAL_ '\S- =CR FOUNDATION INSPECTION. S. ALL CCNOET! SMALL 'AVE A MINIMUM COMPRESSIVE STRENGTM OF 2OZZ =Si S. cON7;xc5 EXTERIOR PERIMETER AND CONTINUOUS INTERIOR 6ELNO- LLL FOONGS 3-ALL BE AS FOLLOWS: A, SFFORTING ONE FLOOR AND A ROOF: CE X '2" DEEP N10 NATIVE SOIL OR S0. COMPACTED FiL TW REINFORCING BAR 3" FROM THE TOP 4 5011011 OF TL-;=- 51 SPPORTING TO FLOORS AND A ROOF: 5WIDE X iS" DEEP INTO NATIVE SOIL OR 50% COMPACTED WITH REINFORCING BAR 3" FROM THE TOP 450TTOM OF THE FOOTING. 1. CONCRETE SLAB SMALL BE A MINIMUM OF 4" NICK WITH 03 RESAR 9 IS• O.C. EACI-I kL'" IN THE CENTER. UNDERLAY WITH 2" CLEAN SAND OVERLYING .5 NIL. vISOUEEN OvERLYING ADDITIONAL 2" CLEAN SAND. NOTE: THE ABOVE SPECIFICATIONS SMALL APPLY UNLESS NOTES OTHERWISE ON NE DRAWINGS. RJ LOVELACE ENGINEERING 3*'lcti&t1 D& suT8.24 6496 Vi,itIwrs Iiu . Stüic 2UU Swi I )eo. (_a1i forum 92121 5i 535.9111 Plume 858.535.199 lax JOE $MEETNO. CALCULATED BY _________________________ DATE CHECKED By DATE . CONNIC11ON I, Joist to sill or gis4a. tocsiail 344 Bridging co joist. menacecb4 214 I x 6'(25 mm x 152 mm) eubfloorcr less tocachjosac. is= n.il 244 Wider Utan ( x 6(35mio * 152mmowesehjoise.ccenail S. 2(Sl nm)subr1ooro joist orer Mind and f2ccnii1 2-164 Sole place to joist or biocng. cypial (ace cell 164 as 16 (406 mm) o.c. $otc place to joist or blocking. as bT1 *iij peels 3-164 per 16 (406 mm) Top plate to scud, end nail 2-164 Scud to sale place .1.84. toenail or.- 16d. end nail Double scuds. face nail 164 as 24" (6 10 mm) o.c. Doubled oj place& typicaj face nail 16d as 16 (406 mm) o.c. Double cop places. 12p splice 8-164 II. 81oc4ng between joists or tatters to cop place. toenail 3-84 12, Rim joist to cop plate. toenail 84 cc 5 (152 mm) o.c. Top places. laps sad ncc.recc4cns, face eajl 2.154 Coctoivaua ice3et -%wo pieces 164 as 6 k4d mm) o.c. along each edge IS. Ceiling joisi.s to place, :0ena13 344 (6. Continuous header to su4, :oeaaii 4-84 ci; ;Qiscs. :a,s aver ;ac:sns. face itoh 3.164 i.e. •:: goi55 :c- :a1l:i ':s. .ace nail a plate. :ceoat 3-84 :o. r rsc: o d place. (ace nail 2-34 21.( x 3' (25 mm'c 203 nue) sheathing or Ices to each bearing. eats ecu 2$d 2:.uiid:: :n * 3' t 25 ' 203 sbddng to each boating, face nail 23. Bucit-up corner scuds 164 at 2a' (6 10 mm) o.c. .4.Swic-p crdcr d ers 20a at Jr (3(3 mm) o.c. as top and bocom acid staggered .204 at ends and at each splice 5i iaccnk 2.164 Sc each bcanng M. 'Xc ,o:c?Jraj :a.'e: arc ia:cr and;heac.ngto vos:g): arc ass 6d or 343 10d 3d' or (29 mcn.3 ) Combination iubr .undcri;'rnent (to framing; 545 10d4 ScO (29 mm-3 rtjnj or 27. Panel siding to raminga: :' (12.7 m) or less 6d 16 23. Fiberboard Ci,3' lS: Io. II ((2.7 64 5533,9 ai12 (-'0 mm) No. It 32.11 84' No. 16 SO 29. Interior paneling 4410 hi.' (6.4 mm) 3/8 (9.Smm) 6411 Ir-sn. --k m,,., S.. ,.t..l are.,. u.hn. flthpna.it. .ntd 3NasIs spaced st6 inclics (ISa mm) on csuer as edges. 12 inches (305 mm) as intervnc4ia5 supposes except 6 inches (132 nun) as OJI supports where spans ace 48 inches (1:19 mm) or more. For rsailingo(wood sauctural panel and pscescicbossid diapbngms and shear wells. cetCr to Sections 23 15.3.3 and 2315.4. Nails For 'all sheathing maybe common. box Greasing. 3Common or jeiorencd shank. "Common. 50e(orrnco shank. aConos&on.rasistanc siding or caaing nails aantomuog to the requirements o(Sccdon 2304.3. 7F3SCencrs spaced 3 inches '76 mm) on canur as ciei4or edges and 6 inches (132 nun) on cescer. Inscemedlacs cepporce. 'Conv,,on.ccsissam cooflrig nails wide 7F4ncb.4lemct.cr (11 mm) head and I 1/3-irlch (38 moe) length (Cr 1134och (IL7 men) ihWllülg and 13/4-il%Ch ( mcci) length (or /3,.nch (0 mm) sh eanfocesiog roth. cequizemcnD of SectIon 2304.3. 9Corrcaioo-resissasU staples with new" 1104# (11 mm) osaw, and 11#Inde (2.9 mm) Imph for 1/ec (12.7mm) licashing and 1.inclt (38 mm) length for 11314nc4 (Q mm) Sheathing entsegdesgiqgl,cemo1Ssedoe04i. 10Pancl supports as 16 inches 4436 mm) (20 icasbea(308 mm) if sa'vsgth ceis In 4w long dIrecovi o( 4w pses. enleas otherwise marked). Casing or finish nails spacc.J 6 inches 152 miii) on potent edges. 13 ladinC30S mm) as Lam am_ Upj supports as 24 inches (6 10 imu)6 CUagortWsh adla speciod lock. (132 ma) on pmW edgea. 12 (ness CO mm) as tntennadlasa supports. 7a UI 0 I mr zo zm N c) zm SHEARWALL SCHEDULE — UBC 1997 (1,2.3, 4,5,6,1,6, , 10, It, 112) SY?'IBOL SHEAR MATERIAL ANDNAILING DESCRIPTION ANCHOR BOLT Sd-lED. MINIMUM BOTTOM NAILING SHEAR TRANSFER PLATE RIM JOIST/BLOCKING (STUCCO) WOVEN HIRE LATH AND 1/8' THICK PORTLAND CEMENT PLASTER WI a'. ANCHOR BOLTS 4) ISO No. II GAGE. I 1/2' LONG. 1/16' HEAD OR 40c I6ci 8•O.C. A35 a 24' O.C. No. 16 GAGE STAPLE, 1/8' LEG e 6'O.C. E.N. / F.N. (SEE NOTE 13) 760 3/8' CDX PLYWOOD WI 5/8' ANCHOR BOLTS I6d 6'O.C. A35 16' O.C. Sd 6'O.C. E.N. / I2'O.C. F.N. 36'O.C. 350 3/8' CDX PLYWOOD WI sia', ANCHOR BOLTS Mod a 4'O.C. A35 12' O.C. Sd 4'O.C. EN. / I2'O.C. F.N. 24'O.C. 3/8' CDX STJCTURAL I PLYWOOD NI 5/8'0 ANCHOR BOLTS 4W Sd 0 3'O.C. E.N. / I2'0.C. F.N. ) I00.C. WI 2* SILL 190d 3'O.C. A35 10' O.C. ON 3* FRAMING (SEE NOTE 14) 20'O.C. WI 3* SILL /2' CDX PLYWOOD HI 5/8'0 ANCHOR BOLTS I6cI a 21O.C. 10 600 lOd 0 3'O.C. E.N. / I2'O.C. F.N. a S'O.C. WI 2* SILL STAGGERED A35 e 8' O.C. ON 3* FRAMING (SEE NOTE 14) Q I8'O.C. HI 3* SILL INTO 4* RIM JOIST/BLOCKING 1/2' CDX PLYWOOD NI 518'0 ANCHOR BOLTS Il2'• x 6' LAGS I2'O.C. 110 lOd . 2'O.C. E.N. / I2'O.C. F.N. I6'O.C. INTO 4* RIM JOIST/BLOCKING LTP4 • 10' O.C. ON 3* FRAMING (SEE NOTE 14) 810 1/2' CDX STRUCTURAL I PLYWOOD WI lOd 2'O.C. E.N. / 12'O.C. F.N. 3/4' ANCHOR BOLTS Il2' x 6' LAGS I0'0.C. LTP4 a 8' O.C. I6'O.C. INTO 4* RIM JOIST/BLOCKING ON 3* FRAMING (SEE NOTE 14) {) S0 3/8' CDX STRUCTURAL I PLYWOOD BOTH SIDES WI Sd e 3'O.C. E.N. / I2'O.C. F.N. 3/4' ANCHOR BOLTS 1/2'. x 6' LAGS 80.C. LTP4 e 6' O.C. I6'O.C. INTO 4* RIM JOIST/BLOCKING ON 3* FRAMING (SEE NOTES 44 1 IS) {) WHEN AN ASTERISK I ACCOMPANIES THE SHEAR WALL SYMBOL. SHEATHING IS TO BE CONTINUOUS THROUGH ADJACENT WALL FRAMI N G . 5I1EA4ALL SCHEDULE FOOTNOTES NOTES: I. SHEAR PANELS SHALL BE APPLIED DIRECTLY TO STUD FRAMING. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL PLYWOOD PANEL EDGES SHALL BE BLOCKED WI 2* BLOCKING MIN. SWEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE EITHER VERTICAL OR HORIZONTAL STAGGERE D S P L I C E D J O I N T S . S. PROVIDE tV MN. EDGE DISTANCE FOR ALL PLYWOOD EDGE NAILING. 6. ONLY COMMON NAILS ARE TO BE USED FOR ALL PLYWOOD SHEATHING ATTACHMENT. 1. NAIL GUNS USING 'CLIPPED HEAD' OR 'SINKER' NAILS ARE NOT ACCEPTABLE. 8. ALL BOLT HOLES TO BE DRILLED 1/32' MIN. TO 1/16' MAX. OVERSIZED. S. USE DOUGLAS FIR '7 PRESSURE TREATED SILL PLATES. ENGINEER TO BE NOTIFIED FOR REDESIGN IF OTHER SPECIES SIL L P L A T E S A R E U S E D OR ARE PART OF EXISTING BUILDING. 10. ANCHOR BOLTS MUST BE EMBEDDED 1' MN. INTO NEW CONCRETE. WHERE SHEAR WALLS ARE TO BE ATT A C H E D T O E X I S T I N G F O O T I N G S . E P D X Y 5/8'0 THREADED ROD ANCHORS WITH 5' MIN. EMBEDMENT INSTALLED AT THE SPACING INDICATED IN ABOVE SH E A R W A L L S C H E D U L E U S I N G SIMPSON SET' HIGH STRENGTH ADHESIVE (ICB0 • 521). SPECIAL INSPECTION IS REQUIRED FOR RETROFIT ANCHORS. II. FOUNDATION ANCHOR BOLTS IN ALL SHEAR WALLS SHALL HAVE SIMPSON 'BP 5/8' PLATE WASHERS UNDER EAC H N U T . T H E N U T S S H A L L B E TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. I?. STUCCO AND/OR EXTERIOR VENEER OVER A PLYWOOD SHEARNALL SHALL BE WATERPROOFED W/ A MIN. OF (2) LAYERS OF 015LB. FELT PAPER. APPLIES TO NAILING AT ALL STUDS. TOP 4 BOTTOM PLATES. AND BLOCKING FRAMING AT FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANEL S S H A L L B E 3 - I N C H N O M I N A L OR THICKER. ALL 3* SILL PLATE, 2* DBL. TOP PLATES, AND PLI WOOD JOINT NAILING SHALL BE STAGGERED. IS. WHERE PLYWOOD PANELS ARE APPLIED ON BOTH FACES OF A WALL. PLYWOOD PANEL JOINTS SHALL OCC U R A T 3 * N O M I N A L O R T H I C K E R F R A M I N G MEMBERS. PANEL JOINTS ON EACH SIDE OF WALL SHALL BE STAGGERED. 0 '- in r In W T1 x C In -4 m r 0 0 w -c in 0 0 - o o > ). -4 -4 m in 'I • L LOVELACE ENGINEERING Structural Des4p and TItle 24 Encrgy Anah-As 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thie 619.535.1989 Fx JOB SHEET NO. OF (Q O CALCULATED BY DATE CHECKED BY _______________________________ DATE SCALE PAD FOOTING SCHEDULE A 24" Sqr. x Zç" deep w/ (2) #5 bars each way B 27" Sqr. x L4" deep w/ (2) #5 bars each way C 30" Sgr. x z-4" deep wl (3) #5 bars each way D 33" Sgr. x ak" deep w/ (3) #5 bars each way E 36" Sqr. x 7r" deep w/ (4) #5 bars each way F 39" Sqr. x i-i" deep w/-(4) #5 bars each way G 42" Sqr. x i'" deep w/ (4) #5 bars each way H 45" Sqr. x -1" deep w/ (5) #5 bars each way I 48" Sqr. x VV deep w/ (5) #5 bars each way NOTE Reinforcement shall be 3" dr. from soil. L LOVELACE ENGINEERING Sucturl ocmw2 andmuc 4 Energy Aaly —1 6496 Weathem Place • Suite 200 San Diego. CalIfornia 92121 619.535.911 PIiovw 619.535.1989 Fx JOB SHEET NO. OF CALCULATED BY 0A1E CHECKED BY ___________________________ DATE ________________ SCALE NOTE: I I EL 15 F 5EAR IA'45_. I CCNNETiCN ONLY. FOR EAVE DETAIL L!E D5. P7D S.4EAT-4INC -—FER PLAN A3' IFER SPEAP64ALI 5C4EULE (NSTAL.... 24"O.C. EE -EA- ,-'LL iCES Nd CCcR) TJ55E5 FEEIR ELAN DdLLE IC LAT!5 2x 5UD5 • C 5-:EAR PANEL FER PLAN SHEAR TRANSFER DETAIL kip,5002CI L LOVELACE ENGINEERING Structural Deign and Title 24 Enagy A04Ws J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thne 619.535.1989 bbx JOB SHEET NO. OF tQU CALCULATED BY ______________________________ DATE CHECKED BY _______________________________ DATE SCALE i K> STUDS O.C. ETNEEN T5SES 3 x SLOCKC. X/ S.A1. SCED. E .N. (TP.) ROOF TRUSSES PER PLAN SI-E4Ri4ALL PER PLAN (CONTIN. TO ROOF FLY.) SHEAR TRANSFER DETAIL NR50132E L LOVELACE ENGINEERING Sthctwal Demsm and T1t1e 24 £ncr' Ana1yaa -I 6496 Wenthem Place • Suite 200 San Diego. California 92121 619.535.9111 phww 619.535.1989 Fax JOB SHEET NO. J OF '4 .1 CALCULATED BY _____________________________ DATE CHECKED BY ______________________________ DATE Ø&/II/E - SCALE NOTE: 1-15 DE741L 15 FOR -EAR TANR CONNEOTION ONLY. FOR EAV! DE.T, AIL EE 4R04L 3. LTD. 54EATI4NC PER FLAN A35 PER 3..EA.4ALL SC-4EULE (NTALL. 240.C. .M-ERE SPEAR- WALL DCE5 NOT OCCUR) FE7 TJ55E5 FER PLAN 6E41 FER ELAN SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Suctuxal Dsgn and TItle 24 Cn' ACaly, II 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Pw 619.535.1989 Thx JOB C\CC SHEET NO. ____________________________ OF (..2 Q CALCULATED BY DATE CHECKED BY DATE Ør/2t/5 SCALE ROOF PLThD. PER PLAN -. 2x 0 IO.C. M. N. ETkEEN 1RU55 E.N. A35 PER SPEAR- WALL 604E. GI-;EAR PANEL PER PLAN (TO ROOF 5I-EATHlNs) B.N. 2x 511JD WALL SHEAR TRANSFER DETAIL 3 L LOVELACE ENGINEERING Structurv.I Dcaigm and TU 4 Encs, MuiysI2 _IJ 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Pptone 619.535.1989 Fax JOB SHEET NO. CALCULATED BY DATE CHECKED BY OATE SCALE LT4D. 5I-EAT!4INC LAN—. A3E, ==R ALL 9CEL...= e 24C.C.4E- kALL N T CCCR) Id FE EA- WALL 5C-E. CIJ6LE TC PLATES SHEAR PANEL PER PLAN 2x 51'JS s I°QC. SHEAR TRANSFER DETAIL kiR5ØØ1 L LOVELACE ENGINEERING SuctwI O d flUe 24 Cncy Anny i 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 . 619.535.1989m. JOB ctct7j SHEET NO. OF CALCULATED BY DATE CHECKED BY I DATE 08/11/es- SCALE L'rD. SPEATW IN6 FER E.N. d 4h ' LThD. NJ d CZPr,`fCN5 RAILED +.O.C. E.N. 4 IV C.C. F.M. PE LAN E.N. 5i?IFSCN 44NCES k4/- 2x BUCCXG. S11N. T.5ES, NAIL BLQCKG. TO BEAM k4/ (4) Id SHEAR TRANSFER DETAIL 5e 4 L LOVELACE ENGINEERING Sictuu1 Dgn nd flUe 24 cr AnalyLa 1 6496 Wther, Place • Suite 200 San Diego. California 92121 619.535.9111 Thaw 619.535.1989 Fx JOB CiW SHEET NO. OF CALCULATED BY DATE CHECKED BY _____________________________ DATE ø8fIØic5_ SCALE L'rWD. SMEATWW-- PER PLAN N TJ5 10 PER PLAN TFUSSES PEEIR PLAN Id • 8 0.C. -.___ 5lMSCN' I.1A10ER5 WI 2x ELOCKG. 5VN. TRUSSES SHEAR TRANSFER DETAIL HR5008c3 \. n7 L LOVELACE ENGINEERING SuctursL DA and fltle 4 Am*" J 6498 Weathex, Place • Suite 200 San Diego. California 9211 619.535.9111 ii, 619.535.1989 Fbx joe SHEET NO. c CALCULATED BY __________________________ DATE CHECKED BY ___________________________ DATE IØ/I3/ SCALE CA FLL SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Stzuctus1 Deaign and TItle 24 Energy Analyai TI 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Ph., 619.535.1989 p JOB 0\(423O SHEET NO. ', (1,1 OF CALCULATED BY DATE - CHECKED BY DATE 09/15/55 SCALE MPSCN TC CLIP EA. T5S TRUSS SOT. TO NCN- BEAR NG Cr-CD DBL. TOP PLATES 2x4 STUDS • IcO.C. --v&-- CONNECTION DETAIL HRC0052 L LOVELACE ENGINEERING Structural Design and TItle 24 Encr& Analysis J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 mww 619.535.1989 Fb.x JOB SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE NOTE WALL SHEATHING MAYBE APPLIED TO EITHER SIDE OF S-EARALL 2x STUDS e I'0.C. 2x 301. PLATE / Id SF-EAR PANEL PER 5P4EARkALL SCI.IED. PER PLAN - PL'rkD. SHEATHING E.N. PER PLAN RIM JOIST PER PLAN E .N. A325 PER SHEAR- WALL SCI4ED. DBL. TOP PLATES TJI JOIST PER PLAN SHEAR PANEL PER PLAN 2x STUDS II6O.C. SHEAR TRANSFER DETAIL HR:502155 Li LOVELACE ENGINEERING Stzuctunil Deign and TItle 24 £n' Acaly J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 ppww 619.535.1989 mg JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE SHEAR PANEL L-- 2x SDS e CC. I'l I E.N. 2x CT. PLATE 4/ ISd PE 5EAP.ALL 5C-4ED. N. - SkEAfl-1NC FE FLAN B.N. - . 1ICCLAM LCCKC — 'I'll A35 FER SI-4EA- .i ..o1sr < - HALL 5C1-ED. PER PLAN —1 - -> E.N. IJI JOIST PER PLAN DOUBLE TOP PLATES Si-EA PANEL PER PLAN — SHEAR TRANSFER DETAIL ENGINEERING Sctr1 0a *ad 1U. 24 AøzJy.a LOCE 1 6496 We.ath, Place • Suite 200 San Diego. CaIIforna 92121 619.535.9111 Riw 619.535.1989 Thx JOB SHEET NO. ____________________________OF -. CALCULATED BY ____________________________ DATE CHECKED BY ___________________________ DATE SCALE E4 EL 2x S D 5 : 2x CT. LATE / • E A4AL SCE. H.N. AN ________ _____________ CCL Lol-CKC / ) N IL N tA5,5,,, 7I J015 IFER FLAN EE4 /.H\ - F PLAN SHEAR TRANSFER DETAIL 750031 L LOVELACE ENGINEERING Structural Dcsip and Title 24 Energy Analysis _ 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989ç JOB G\Q SHEET NO. L1, OF CALCULATED BY ____________________________ DATE CHECKED BY _________________________________ DATE SCALE 'X 1. PLAT LJ/ - - LM- ?E--- 1-j. FER PLAN 1". 3-7. A -... - .- . _. -N ,_• fPESLLN \yT TJI JOIST PER PLAN \\ DECK JSTS. ()v7AY 1IP. 2x LKt-. PER PLAN Id INTO SEAM SWEAR P4NEL'\ 'i-lu' 1-IANGERS PER PLAN - SHEAR TRANSFER DETAIL . TFSØOSSE L ENGINEERING Structural Design and TItle 24 Energy Analysis 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Pox JOB SHEET NO. OF 68 hO CALCULATED BY _____________________________ DATE CHECKED BY DATE SCALE SHEAR PANEL PER PLAN E.N.— S.N. - 2x SLCKG NI Ic im SOC. STAGGERED E.N. 2x JOIST SHEAR PANEL PER PLAN 3x STUDS 9 ISO.C. 3x SOT. PLATE N/ LAGS PER SHEARHALL SCHED. PLYND. SHEATHING —PER PLAN + + + + + + + + '—TJI JOIST P 4x P-LAM SLCKG LTP4' PER S.W. S 2x NAILED TO AIDI WOOD SACKER. NAIL THROUGH THE TJI JOIST 4 HOOD SACKER INTO THE 2x N/ (3) ROWS OF Iød NAILED 0 I2"O.C. 4 CLINCH. 5 -Ø MAX. CANT. SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Structural Deslz and TItle 24 Energy Analyws 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Ptione 619.535.1989 Fax JOB SHEET NO. OF _______________ CALCULATED BY DATE CHECKED BY __________________________ DATE SCALE SHEAR PANEL PER PLAN 2x STUDS £ I'O.C. 2x SOT. PLATE fr/ id PER 51-1EA4ALL Sd-lED. V/,—E N PLYND. SHEATHING .-PER PLAN MICROLLAM A35 PER RIM JOIST SI-lEARk.IALL 5C1-IED. E .N. .N. "-TJI JOIST PER PLAN DOUBLE TOP PLATES SHEAR PANEL SHEAR PANEL PER PLAN PER PLAN 'SHEAR TRANSFER DETAIL TF500285 L__ LOVELACE ENGINEERING 30%wftuW O= and 1.24 MMOV AnslysW 6496 Weathem Place • Suite 200 San Diego. Cftfarnla 92121 619.535.9111 ma'. 619.S33.1989 ft. Joe Ckck'?O SHEET No. _________________________ OF CALCULATED BY __________________________ DATE C)IECKEO BY ___________________________ DATE SCALE == =1 —i—.' 2x CT. =1 7E I ==_ -E- I,4 1 1 I- -- r-.d TJI JCIT A3I E 4-4EA- ,'—--= PLAN NALL TGF U FLATE5 S4EAA2IL PEER PLAN SHEAR TRANSFER DETAIL 1F50034 — I L LOVELACE ENGINEERING Strui:lurnl Design and Title 24 Enerj Anulvsis 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 6l9.535.1989 'ax JOB SHEET NO. CALCULATED BY - CHECKED BY SCALE OF DATE DATE .N. TJI JOIST PER PLAN A35 PER SPEAR- WALL SCI4ED. I3/40 NICOLA?1 R1 JOIST PER / ELAN -_---- 514EA4ALL PER PLAN SHEAR TRANSFER DETAIL TFSOII1 Joe L LOVELACE ______________ ) O ENGiNEERING .c41Lu _______________DATE ..1 6496 Wcmtt=j Ptace • sum 2CO San C.LL(o1a 91 CHEMED•BY _________________________ CATE 619.535.9111 pi' 619.535.1989 Fx - SCALE 3 1 • ' I • 'I• 3 I.. • I a S:-Nc PE == =- I 3/4 rL.M S EA r-,. A L L ---- F-EFLM -—Vt'--- SHEAR TRANSFER DETAIL OET-2- L LOVELACE ENGINEERING Stnac(wZ Dem4p and Title 24 Ener' Ana1yls i 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 P?tww 619.535.1989 Fbx JOB SHEET NO. - CALCULATED BY CHECKED BY - SCALE OF DATE DATE 09/I5/_ SEAM 1=ER FLCR 6-E4Th1NC FER PLAN IJI JOISTS PEEIR PLAN, .N. IJI HANGERS SHEAR TRANSFER DETAIL 750058 L LOVELACE ENGINEERING S.zctur1 Des4m and fIle 24 £zagy AralyMs 1] 6496 Weathers Place • SuIte 200 San Diego. CalifornIa 92121 619.535.9111 Ptw, 619.535.1989 Fax JOB SHEET NO. __________________________OF CALCULATED BY _______________________ DATE CHECKED BY _____________________________ DATE SCALE rJI JOI1 j LA4 SHEAR TRANSFER DETAIL TF5ø8I L LOVELACE ENGINEERING Sactund D& and T1Uc ' 4 AnaLy,Ia ] 6496 Wth Ptnc • Suite 200 San Diego. Ca11forna 92121 619.535.9111 PPw 619.535.1989 x Joe (I\O\1)ö SHEET NO. ___________________________ OF CALCULATED BY _________________________ DATE /ITI9j CHECKED BY DATE SCALE 2x 5RD5 • 2x SOT.PL—A7--- 16.6 ; 7 -. EAT4NC E.N. E EAT-iNC SN. FLOG JSTS. FEPLAN \\ eEA1 FER FLAN 2x ELK'c. NI (4 Id NTO EE1 '141' I4MCES IJI J(5i PER FLAN SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Stnictuzul Deli and Title 24 Energy Analysis 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB K126 SHEETNO. _________________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE /I111t1 FLOOR JOIST PER PLAN ) TJI HANGERS PER PLAN 2x JOISTS PER PLAN BEAM PER PLAN / SIMPSON HANGERS fr/ -" 2x BLCK'G BETWEEN 2x JOISTS N/ (3) I(Qd PER BLOCK SHEAR TRANSFER DETAIL TFSØI34b ••_) Q I. \ I, L LOVELACE ENGINEERING SUuciui Design and Title 24 En, Anaya1a 6496 Vthe Place • Suite 200 San Diego. California 92121 619.535.9111 mw-. 619.535.1989x JOB SHEET NO. ) \ OF g() CALCULATED BY _____________________________ DATE CHECKED BY _______________________________ DATE SCALE L LOVELACE ENGINEERING Sucturu1 Oci& and TWa 24 ft=V Anay -] 6496 Weather5 Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Thane 619.535.1989 Fbx JOB t ' SHEET NO. OF (tO CALCULATED BY DATE CHECKED BY DATE SCALE Lu I I / -- — I- - I - I — I — 5- 5-- Iu 5- = • I — 5- 5- • • 5-- -S Iz 1--•--—lu-- __ \ ui \ / (H) \ / . I \ . R'u I,________ .•', ______________________ _________ ___ tu LLJ un ca 4 .4 9 L LOVELACE ENGINEERING Structurni Design und Title 24 Energy Analysis 1] 6496 Weathers Place • Suite 200 San Diego. Californizo 92121 619.535.9111 Phone 619.535.1989 Fau JOB (AC( SHEET NO. ________ OF ii - CALCULATED BY DATE CNEC1EO LIV DATE SCALE D — Mu. npoo. Page 11 Z t rI?;:R.led 1N0 nit MIN. EACH I .' II P0110LI.ui - ,i!n.•u&& JT !t'' LS • 3u1s1d. .... H Y1IulICAL view . Inside .. .•.' 'i '4 1'-• t'°''. (TWICALI view i11 i, . ,,J . . Outside vie- I - ri1 I -- ._.__..____.!_____i...1___. - •Wil ç/ .... .: I I.? .m, -'.4 .11.. .0 nICMnttlI\.___— HuN. Inside ',mw .....WIll) I ..0 Th atost 3d0tcn -': :•:.•ii rn a-u r!i; t :- S'*,: 1 U't' 1"'4 J I .p w 1.tL 11 Sl0flSi! 0 a '4 Outside Li.. view view Naming Scheme: garage comer3 !reqUOutside i[j iret; a minimum of :r. 'o concrete to the edge T T T 3esIe suc3w i Sironq.WuuI I 01 Inn Slrng.Wali Width io.,,nlu Oil Hr II GARAGE PORTAL' - Allowable 'N H Mumbo, II I HoldoversHnIdosn Numb, ill Seacluon Reaction ii Hold Win An Skear'I Nio-waau lei I T.1r '1 .0411 Model tint LInt (In)Fasionern In it waii Stoo Anction L. it In iut Slat 1113) :hoot : Load lot Portal Sui; 'I 6 7817 9.SD$;'.us 2•x 13590 1 1780 12.STHDI.SW 1 3020 1 346 1133 71 SWi6u7.4H0 I 9 1 78 4 1 3•5O5'') ).v 17600 3900 2•55T828 2500 1 .367 051) 10 SW1605H0 %I5 1 75 5 1 905v'S 2y1 7600 3900 2•S57828 21100 367 050 I S7122s74 22 1 79 4 10301,y6 2y, 16350 3200 2-S37828 4820 362 I I'S 5W2291.6 1 22 1 79 6 10-50S.."6 2•:.5 16.150 3200 2.SSTB8 .1920 .369 1315 117 F'.. )l'fwlllld 113l p.1nI, 11111 P to meulol n3fl1 it . 71124a1'4P). wit m'ulliltri me conululum. outu.ruleo 110 mlmolim 11116 Ih1i3fl'.e. UbiN 0.1,11 by I)59 Spoor and coiner requirements ate as per lilu'.itarul 4FI-'01.1 '.. ralaing 2 F'Ie ruII.bltiur Solicit .100IICIII001. USI Ine S,1`934 C-99 for mom olitumoulnn 3.3H0145W l-ilumt 29'rnmmum rmbnitmnI 'cnIm cenitimen .n,,luile 4 flrcommendoilli.auto, inoitture ContentS 16". 0, CCI Ii 11111. jl inllauiuiiltn ) Fir lungin pour conflhuunn%. Inn minimum 1em1n.4iI null . 6 S.A p011.11 system cWounlo of) iettu,fl walls wIth J!I.3IJ11r Ib3011hiI9 lure . Far 11.10-pour cood,tu001. the lower 14' mill he ,nheI1ii114 Cr0 .1 tq.tuinrj at 0.111 too and cOnn0cvil 31 :110CC 9 nr41 lbo lop po.IIoe iii III pou, mull be .11•111 ..lo. 6.SWII and SW?) null may 00 combined. fin C303CuiV of ire :lmbln"I For in 4' %I.mwuli. IV end dIlUlICS 1 .11101.1111 n.IlIrui,l I COIOV return Canadian. syolem 111.11115 aloe U ills Sum nub. 'Sit'gl. Ponar CcaCitiei F, i 5' ,temwuul, IV minimum and distance rClij11 a corner 'CIWn The bu)tdlnq designer shill verily that these delulls are consistent with the complete load pith requirements of the structure. National Toll Free Number: 1-800-999-5099 v CopprrguM 199q 51urips0n Sutnnit.fla Co. Inc. Form F.S1110Nr.watt.4 I/J5 Isp 5120 Web Site: www.strongtie.com L LOVELACE ENGINEERING Structumi Oct and T*Ue 24 Energy Analysis 1 6496 Weathem Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 fix JOB SHEET NO. CALCULATED BY ___________________________ DATE CHECKED BY _____________________________ DATE O1/I2/ SCALE 2* STUDS a IO.C. (U. 4. C.) SHEAR PANEL PER PLAN 2* P.T. SOT. PLATE NI A.S. PER PLAN 4 SHEAR WALL BC-IE SLAB CR. CzRAE ER PLAN ----.. E.N..—... --z---- a CONCRETE SLAB ,-- PER PLAN Op (2) 05 RE. BARS TOP * soircti CONTINUOUS FOOTING FFOI2& L LOVELACE ENGINEERING StructuriZ DciUi and TItle 24 Energy ,nalv,iIi 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Iane 619.535.1989 __ JOB okcQ SHEET NO. OF () CALCULATED BY ____________________________ DATE CHECKED BY _____________________________ DATE Ø1/l2/ SCALE SHEAR PANEL I - 2x STUDS • icc PER PLAN U I I 2x P.T. 601. PLATE • W A.B. PER PLAN 4 ,_- SWEAR WALL SC,'-'ED / CCNC!TE SLAB 4. . PER LAN (2) '5 RE!NF. BARS TOP 4 6011CM CONTINUOUS FOOTING L LOVELACE ENGINEERING SBucturl Des4M and Mile 24 Energy Analysis II] 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Rw 619.535.1989 fuv JOB '1 SHEET NO. V OF CALCULATED BY _____________________________ DATE CHECKED BY __________________________ DATE SCALE POST FER PLAN 5h'1FCN 'SC' 2x P.T. 50T. PLATE NI A.B. PE PLAN 4 l-REARNALL C-4E CCNCETE SLAB PLAN INTERIOR PAD FOOTING OO!-. L LOVELACE ENGINEERING Sictun1 Dm4Vm and 1Uc 24 Enezj AnaJys -] 6496 Weathers Place • SuIte 200 San Diego. CalIfornia 92121 619.535.9111 PPime 619.535.1989x JOB tI/VF'J SHEET NO. 61 OF PC CALCULATED CALCULATED BY DATE CHECKED BY DATE IØ/3O/5 SCALE CON. C. SLAB PER PLAN 51-;=__4 2x STUDS • i,•o:. PER LAN (kr.E CCCUR) 2x P.T. PLATE / A.B. FER 3EARkALL C1-4EULE CONC. SLAB —PER PLAN - (I) 5 CNT. BAR *4 M-5 ('L4) a k () 05 CNT. BAR TCfz 4 scrrri CONTINUOUS FOOTING Øi5O L LOVELACE ENGINEERING Sctura1 Dcaign ad Thic 24 Encrj Analysla ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phww 619.535.1989 FkLe JOB SHEET NO. OF ( CALCULATED BY DATE CHECKED BY DATE 08/28/95 SCALE 2x F.T. PLATE 14/ A.B. PER CCNC. 5 L A CNC. 5LA8 LM FIER PLAN - (z)5 CONT. BAR TOP 4 50 rrct-i CONTINUOUS GARAGE LL LOVELACE ENGINEERING Suctrl Ocau and flUc 24 Ena' AnZY.1a 1] 6496 Wcnthr Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 m. 619.535.1989 Pbx JOB hq SHEET NO. OF CALCULATED BY _____________________________ DATE CHECKED BY DATE ø8/I1/ SCALE SPEAR PANEL I 2x STUDS 4 IOC PER PLAN 2x P.T. BOT. PLATE 4J .4.5. PEEIR PLAN SPEAR WALL SC. EX _ CCNCRETE SLAB / z . i• / •,,/ . REINF. BAR CONT. TOP I WT. I, CONTINUOUS FOOTING P0134 L LOVELACE ENGINEERING Structur D .d lW. 24 Cnt' AnAIyMs TI 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 muww 619.535.1989 Ftx 308 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE øI/3I/ SCALE I I CCL. kCCD PLA7C PER APC•. ------ 11 CCNC. GLAAS L--4, 4 4 - 4 4 4 4 44 4 44 43 44 4 8 44 PER ARJ-4 D5. W. PER PLAN FOOTING DETAIL FF-01"lep JoPp Name: LARSON BLOOM Truss ID: T IA Qty: 1 Drwg: C099278225-013 X-11X RE7uCP SIZE R6Q'D 'IC 2>0 ITL Ill IIatiig epec : PJEIflDI - 1,995 I 1 0- 7- 0 1175 3.50" 1.50" EIC 2x4 l]1. 91 urIs [1151(z4 JS 'lIE CCIIEUII'IE RE2EJr a:' 2 33-10- 4 1175 3.50 1.50 hEll 2Y4 ITL SRI) 141J1'IRE IiYd) CASES. IU(IE WILLES hER icm RIS 7IIJ1 lS3alr #11607. LERRJI'T JI]INIS drio'i are lxwe3 (141.Y IC FaKE AM I) CSI LCEÔ.a1 for 10 1SF ticti-cuxurresit EElL. as the tiuoa uueterial at each boasL-il'IJ. 1 -2819 .08 .63 .70 IUURfl WsSE1) (74 0lE]N LUllER VT4J,IES. 2 -2554 .09 .28 .37 3 -1879 .03 .31 .34 4 -1878 .03 .27 .30 5 -2596 .06 .27 .33 6 -2675 .08 .20 .28 :7 -2997 .12 .25 .36 FCRCE AXE. BE CSI 1 2609 .39 .35 .74 2 2234 .25 .37 .62 3 2279 .25 .37 .63 4 2797 .42 .11 .53 hEll FCRCE CSI hEll EUE CSI 2-10 -282 .08 5-11 -674 .54 3-10 257 .08 5-12 369 .11 3-11 -618 .49 7-12 -380 .10 4-U 848 .26 V,X 1E111Q1 (: 4/999 IN t'E#'I 10-11 (LIVE) F -.19" D" -.22" 'I -.41-1 - Joixt I I- ia = 5-9-4 5-4-I2 5-4-12 5-4-12 5-4-12 6-2-8 1 0- 0- 0 8 33- 6-12 11-2-1) 16-6-12 21-11-8 27-4-4 33-6-12 2 5- 9- 4 9 0- 0- 0 16-6-12 17-0-0 3 U- 2- 0 10 8- 5-10 I 2 '4 3 5 6 7 8 ' 4 16- 6-12 11 16- 6-12 5 21-U- 8 12 24- 7-14 6 23- 3-11 7 27- 4- 4 13 33- 6-12 . 4.00 _4QQI 3.5-4 33-6-12 0-5-4 STUB '9 10 II 12 13 8-5-I11 8-1-2 8-1-2 8-10-14 8-5-10 16:6,12 24-7-14 33-6-12 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H11 1116 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. 'vVAR!\TJNG Read all no/es on is is s/wet and give a copy of it to the Erecting Coistractor. This design is Fur an iuidividuial building cuunpnndnl. Ii has been bawd on spnciflcauiii:un providcd by the componcilu unauuuutuciurgr and dung in D IX i E L I N E accord.incc iuh list current vcraiuuuss of 'I'I'I and A11'A draign aiauid.uuds. No rrspuuusibilily is :ussuuncd fur diunriusiuiuuI ;uccuuncy. Dimensions are lobe vcriiucd by hug c.uulponcm inauuuutavlorgr :uuudhur building dcsigiirr prior in (aluric:uuiuui. The building dcsignrr shall ;usccru:uin dun uluc loads uuilircd pun uhils design inca or cscccd uluc husuding imposed by Ihc locul building codr. It is :ussuunnd 1101 uhr lop chord is Literally bnuccd by ihc roof or floor sheathing :und lug Lo n; is kuinrahly braced by a rigid slucauluing unaucrlul dirnculy auu:uclund, unlessuuuluciwisc tinted. Itiacing sluuuwn is fill- LUMBER Luucu:ul suippuru or c.uunp.ulucnus members only it) indian buckling kuuguh. This culuuupu.uunuuu shrill noi be lukucrd it, ally cuuviu'ouiungnu iluI will cause thin innislurc Tni,nul Sr.innus . Col'rndo cuununuul iii lie wood ccccd I'M :uuudlor value vnnngcluur huLue cor,uusiouu. lluluric:ucg, huauudlc, iuu.su:ull and tuuarc Illis truss in :ucciurikuuvc with hue following 115 N.'rubpL I),.. ('olo Spiingi. ('l) HOsS)? standards: 'M'uri MANI 'Al.', by Tnisnal, 'QI iM .ITV INTRO I. StANDARD FOR MlTAl, PLATE CONNECTED W(lOh) TRt i555' - (QST.hel), 'IIANI)l.IN(; IN.SIAl,llN(; AND ltR,uuN; iiillAl. l'l.AIl ((INNI("h'il) V(l(lI) 'lhlllSSHs' . (lllll.'lI) :und 11111.91 SI'MfslAkV SI llII'' b> II'I. lug Ii ue l'Luuc luusuiuuuuc (It'll is hun:uinuh ui >53 lii uuuu,l'riuu I )uisr, hl,udisoui. Wisruuuusiui .4311'). 1kg Auiuguir:uuu 1:1,1gM and I'opcl - Tp5 . 0 Version 06 . 05 - 99 Ass,ici.uuiiuuu i, lrIA) is hw:uicd ui 12511 ( 'uiuuuruuir,uu As'c. NSS', Sic .1141, 4':.sluinIu,,,, lIt' lull 56 10/5/99 Scale, 1/8" - 1' WO, LARSONB Custaner Namsu DurPacs L1.25 P=1.25 Rep h8.r Bod 1.15 Am 0 TSP: 74.7 tlhki EL Dsgnr: DK 1#10C 2 TC Live 16.0 pef TC Dead 14.0 pef BC Live SC Dead TOTAL TSP: 74.0 Chk: EL. Dsgnrt 13K #LC - 2 TC Live 16.0 psf TC Dead 14.0 pef BC Live .0 pef BC Dead 5.0 psf TOTM. 35.0 pmif WO: LARSONB Customer Name, DurFacs L=1.25 P=1.25 Rep Tr Said 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC-97 Ief1 Ratio: 1/210 IC: 1/240 3.5-4 3.5-4 Jo Nanle: LARSON BLOOM Truss ID: TIC Qty: I Drwg:C099278225-015 M X-LOC REAC17 SIZE D 11C 2X4 DL 111 P1ati : PNS1/IPI - 3995 1 4- 1-12 1050 330 1.50 TIC 2x4l I.TL 91 lIfTS EESIQrI IS 11C (tI4II1E RIB.Er CP 2 33-30-4 1050 3.50 1.50" 1.511 2x4 rfl. SIU) Mta7[tE1DCASES. I4J0E WtLES PER 1033 RLSE7J331 lIT ff1607. I33R1N3 REWIREPIINIS sh.rs ace )mroc) (lILY C R1 AXL. RED CST Lor3.xl for 10 REP t-c,awrreat [KU... a tie truas naterial at eads tearing. 1 34 .00 .18 .38 [hi verticals daniçerl for axial bach oily. rUrrN WSFJ) al a33ijl ILI1EIEJ VNIiS. 2 -1483 .02 .29 .31 9 l verticals tint are ond:eaca3 alx,je or 3 -1487 .02 .29 .31 )xtlo the truss profile (if any) tony reqtire 4 -1487 .02 .27 .29 ad1ttia1211 design cosidzraticn flay cdnrc) 5 -2218 .04 .27 .32 fur lal:erab fcncn.ja cite to wild or ceiuujc 6 -22f7 .04 .23 .28 lcn*i as the b.iildiig. 7 -2623 .09 .25 .34 C PlO.. RED CST 1 947 .11 .18 .28 2 1523 .17 .35 .53 3 1913 .22 .35 .57 4 2444 .37 .0 .48 1.511 FCRCE CST 1.5$ FCRCE (SI 1-9 -15 .00 4-1.1 599 .18 2-9 -1.389 .30 5-11 -681 .54 2-10 51.1 .16 5-12 380 .12 3-10 -283 .12 7-12 -387 .10 3-U -200 .16 P.X CEFLOMCN (span): /999 IN IEM U-12 (LIVE) -.11" 13= -.14" To - = .)pizt Ltias = 1 0-0-0 8 30-0-0 2 2-2-8 9 0-0-0 3 7- 7- 4 10 4-10-14 4 13- 0- 0 U 13- 0- 0 518-4-32 12 21-1-2 6 19- 8-15 13 30- 0- 0 7 23- 9- 8 DIXIELINE LUMBER Tn.iw.I S),lclii, . 4 \.l..t.d., 114.S NunI.p.. M.. V,4. Spriujt.. (II 55117 Tp5.0 Version 06.05.99 2-2-8 5-4-12 5-4-Ii......... 5-4-I2 5-4-I2 6-2-8 2-2-8 7-7-4 13-0-0 18-4-12 23-9-8 30-0-0 13-0-0 I . 17-0-0 I 2 3 4 56 7 H 4.00 _4.00I 30-0-0 4-0-0 STUB 9 10 II 12 13 4-10-14 I 8-1-2 8-1-2 8-10-14 I 4-10-14 13-0-0 21-1-2 30-0-0 Truswal Systems Plates are 20 ga. unless shown by "18(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. VV.4KIVIIY(., Read all notes on this sheet and give a copy of it to the Erecting Contractor. Ibis design in for an individual building component. Ii has bett based is spcciflcatiotts provided by the component unatutraciurer aid done in accordamuce with the current versions of III and A11'A desigtt smatidards. No rcspouniluiliuy is assitmned for dimcttsiumtal acciltacy. l)imcnsinns are lobe verified by the component manufacturer auudlor building desigtuer primur I.. (;mbricauioui. Ehie boildiuug desigtuer shall aseetlain thai the lisids utilized on Ibis design mccl Or exceed the loading lunpused by the local building code. It is.ussiuuticd licit the iop clued is laterally braced by thc roof or floor sheathing and tIme b000m chord is laterally braced by a rigid sheaultimig material directly ateucltcd. ititleas otherwise owed. Iltacitug ultiuwit is for Literal sttppumta of eotnluultetlts titemnbeni only to reduce buckling length. This c.mmnponeni shall not he placed in any environment that will caine the tuolsmure ciutticot of mite omnud exceed 19% and/or cause connector ukite collusion. 1a1mrica1e lmatadie. install tuitul brace this toes jut :mceordauucc with time ruill.iwiug standards: "I'l(I INC OM (slANt tAt., by lrmu.swiul. 'Qi tAl.iry (4 INII((1I . STANI)AIII I FOR MlAi. l'l.Atii ( 'CiNNt( ill) WOOD 'fli tiSlQj' - (QSl.Xtq, IlANlJl.lNm; INSTALLING AND IhItA4lN(; Nil: ...Al. I'ljtlI: t ilNNt(ill) WOCII) SSt"j' . (I MOM and 1111191 SltMMAKY SI ll:tI by ll'l . lIme lusmns I'L,te Immntilume (iII) is located at W Ilietuurtim, 1)1 ice, (sl:ohisotm. Wisc,uttsiut 3119. lime Atimcric:utm Fuitesi ;mttd l'aper ,ssori.,uiohm (Al l'A ) in luur:ulsd .1 0.441 I uuuutlCstjctut ,tvr NW, te •1t gt W.,sluimmu,uui. In :111,16. l)f-:jJ I I 1 04 5982 12131102 ) CNI. 10/5/99 Scales 5/32" o1' job Narhe: LARSON BLOOM Truss ID: TI D Qty: I Drwg:C099278225-01 6 M X-I CF SIZE PEQD 'IC 2x4 (TL 01 Piatiig q : PZ'SI/LPI - 1995 1 1- 1-12 1155 3.50 1.50" IC 2x4 EFL #1 'HITS EESIQ'I IS '1181 C4TtS1E 9SSLT CF 2 33-10- 4 1155 3.50" 1.50' I'&B 2x4 tfl. 9112) fU21PLE 1DD CASES. SLJEER 2x4 rn. ff1 EORTIZ, REU.JIRH'ENIS sh,..n are based aS..? C 9OE is RD CSI A'IE Ws.ILES EER IEID RISE3U11 WF (#1607. a: the trees neterial at each }xac-irg. 1. -320 .00 .79 •79 anrcz BFSED (1.1 QE8N W481R V7IJiiS. Lcaclxl for 10 9SF rras-cxsr.urrcat ftI.L. 2 -2487 .06 .19 .85 3 -2358 .09 .42 .51 4 -1819 .03 .36 .39 5 -1816 .03 .28 .30 6 -2537 .05 .28 .33 7 -2616 .06 .22 .28 8 -2938 .11 .25 .36 C FaxE ,x1.. ac CSI 2285 .34 .30 .64 2 2129 .24 .37 .61. 3 2222 .25 .37 .62 4 2741 .41 .1]. .53 TIES FCRCE CSI TIES FCRCE (SI 2-10 -101 .03 5-11 -677 .54 3-10 154 .05 5-12 370 .11 3-11 -562 .45 7-12 -380 .10 4-11 816 .25 SLDL. -2274 .24 ,X tLICI'Ill (span) : - (999 IN (EN 10-11 (LPJE) . 5-2-8 5-4-12 5-4-12 5-4-12 5-4-12 6-2-8 -.18" Do -.21" T -.40" 5-2-8 10-7-4 16.0.0 21-4-12 26-9-8 33-0-0 = Joirt I.tia 16-0-0 17-11-1) 1 0- 0- 0 8 33- 0- 0 'I - 3 4 5 6 7 8 2 5-2-8 9 0-0-0 3 10- 7- 4 10 7-10-14 4 16- 0- 0 U 16- 0- 0 r 4 _4.00I 5 21- 4-12 12 24- 1- 2 6 22- 8-15 13 33- 0- 0 . 354 726-9-8 1 s-Il-Is I 74 10-7-15 33-0-0 1-0-0 si'un 9 10 II 12 13 7-10-14 N-I-i 8-1-2 1(1 ___ 8--14 7-10-14 16-0-I1 24-I-2 33-0-0 10/5/99 Truewal Systems Plates are 20 ga. unless shown by °18"(18 ga.) or Scale: 5/32" - 1.' "I1"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes oil fills sheet and give a copy of it to the 1?recfluig Contractor. TSP: 74.7 WO: LARSONB This design is For ;m individiul building componenl. It has bee:: based on sicciIicaIioos provided by Ihe con:plinctlt inattolacunrer and dime in Chkt EL Cuotomer Name D lxi E L IN E &iccorzidiice will: the current vctsi,ins oF Tl'i will AllA design si:indards. No reepoutsibilily is assumed For diinetu:ionai accuracy. Dimensions are lobe verified by lime c.uunpimcnm niauiufac:orer and/or building desiglici' prior to labliLatimun. The building designer shall aseumisi:: lie: lime buds uuiIi,eil .o Dognr : OK #LC 2 TC Live 16.0 peE DurFaos L=1.25 9.1.25 desigim this mccl or exceed the loading imposed by lime local biuildi,ig code. It is :oauu,ned dull time lop chord is tulcr.ully braced by the roof or fl,uiur LUMBER sheathing and Ilic bottom chord is Literally br.,ced by a rigid slueauh,i,ug ,namc,'ial direcily uuaclic,l, unless .u:lme,wisc noted. llr.icing shuowi: is Flu Literal suppimmi of cu'unp.inenus members only imp reduce buckling kngilm. This c.uitmpminrumm shall out he placed in auty e,wirmimncnt lieu: will cause the Immimismiure TC Dead 14.0 poE Rep tr find 1.15 Tnomral S':lom: . (01,.raJ0 liii N.'nbp.ok' U:.. Col..pnmig:. It) YIwi ciuomesit of mite s.u.md ccccd 19% :,ndl,ur cause c,uimnccm,lr plile c.mrium:i.uim. I*. hriCaic. hzntdle, iimsmall :uimd brace this Inns in acc.irda:ice will: the Iiili.mwiuug :m..mid.i:ds: ••flfl 'SI nM IslANi IAI. . by Tntsw:ul, 1)1 Al IT? I : mNTh m II. STANI )Akl) 1:1 JR M ETA l. PLATE (1 INNE( lEl 1 WI HID Till mSSES - BC Live . 0 peE 0. C. Spacing 2- 0- 0 (m)SF•Hu), IlANItlINU INSrAl.l.lNm; AND IUIAIINI; MElAl. PLATE rllNNEirl:l: WIlI)I)lkhissES - (lllllul)auud illll'Jt uuiAiy BC Dead 5.0 poE Design Spec lJBC-97 '15 Version 0605.99 .0 SI IkEl by Tl'l The riuss ILume Institute (Ill) is l.n.im,d mm .4Xl I), lium,tiio l),ivc M.mmhismiii %Visrmiii,,iim 53/19. The Amnci'ican F.imsl and 1.queu' As.sosi.,ii,in ' L1,-fi Ratio: I /240 IC I ?I0 IAIIAi i, lmmr:urd am 121 I ounrrui.um Ave. NW, Sir 'iIl Wichini-ummu, Ill 'ill It, 'lTAI. 35.0 p ( Name: LARSON BLOOM Truss ID: H I A Qty: I Drwg:C099278225004 rn X-11X I8-7T SIM l*D It 2x4 I:11.. III 1il cxi:iii In, te Thtuanl 1431 111'zir:it.J (ciii), 'flue dra.ukpi haxI us ciriud Iaac:iu'rj zqpliui 1 1- 1-12 1156 3.50" 1.50" Ff ?,.4 I'll, HI ,oiluj w/2-143, ]rszut:& Ice usu1. uuji.110. follaMtij p.r Ue udua.Ii')e: 2 33-10- 4 1153 3.50" 1 .50" 1433 2K4 1.14, S1111) (il 1x4 'T' Iace tii1rxi flat to .4pe of wth mac U.C. fit-.111 to SLS'Efl 2x4 (1L Hi w/8d al: 8"o.c. C1aocah (sane aav) 'IC 24.0 8-0-0 26-0-0 C FCPCE I4X6 110 CSI Platiisj cac P1,3Ifl?I - 1995 nailed to face of we) w/iOrj at 8" o.c. If 1 -679 .00 .32 .32 Pii.3E VIs1J.1iS PER JOD RESEI4DI RE)XIII' ((1607. 2 are raqthvd, attach 'P' to (x*th eIaa or 2 -750 .00 .15 .16 l)cainje utuat be prov-idad to avoid jx.sriiurj. crab to lxth faces. If 3 or .uoee are req., 3 -245.6 .11 .15 .26 3x4 tttiit. critiu.Ws lateral Iaaci1g atlacisvh uua (1(3. "T" or ecaub ,tut be 901 of t*J) 4 -3454 .22 .22 .44 to flat 'IC vieze hrhcated w/ 2-1flci uvuilu iea -jtI-u. atri 2x6 if wsb is a 34-0". (1(3 5 -3860 .27 .18 .45 each. Lu,lxa oust be structural gracin. cb.aiiqu he i- Luildirg d'asiq,er. 6 -3593 .24 .23 .46 Brace 4t 24" o.c. unless noted cderwise. I414TIK. BMED (14 QEEN 111116(3 WIlES. 7 -2766 .14 .18 .32 8 -2865 .16 .49 .65 EFVI CSI 1 2340 .35 .12 .47 2 3059 .46 .06 .52 3 3801 .57 .06 .63 4 3871 .58 .01 .65 5 3279 .49 .06 .55 6 2660 .40 .14 .55 csi lER FCRCE CSI 2-10 656 .20 5-13 -396 .10 3-10 -853 .22 6-13 447 .14 3-U 563 .17 6-14 -724 .19 4-U -494 .13 7-14 602 .19 4-12 83 .03 SEEM -1893 .53 5-12 -16 .00 VX £1TIQ4 (,an): j999 UI I'Ell 12-13 (LIVE) - .loist Liaat 1 0-0-0 9 0-0-0 , 2 6- 6-12 10 6- 6-12 3 8-U- 1 U U- 3- 6 4 13-7-U 12 16-0-0 5 18- 4- 5 13 20- 8-10 6 23- 0-15 14 25- 5- 4 7 25-5-4 15 33-0-0 8 33- 0- 0 6-6-I2 7-41-15 4-8-10 4-8-I1) 9-I1-I 6-6-12 13-7-1 1 18-4-5 23-0-I5 33-0-0 7-0-0 . 8-0-0 2 3 4 5 6 7 8 4.00 18-0-0 I 4.00I 1-6 T 2-11-15 7-8 J 10-7-15 T 2-Il-IS smi' . MEs kIri E145982 12/31/02 33-Il-U I . 1-0-0 STUB '9 10 II 12 13 14 15 6-6-12 4-N-In 4-8-10 4-8-10 7-6-12 I I 6-6-12 11-3-6 16-0-0 20-8-10 25-5-4 33-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or (3(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of 1110 the Erecting Contractor. 78.7 This design is for an individual building coinpuunetti. it has been bascd on speciflcauiutis prnvidcd by the cutinpundnt ,nantutaclutrcr and dune in CIA: EL D accordance with the curt'ott versiuuns or Til and APi'ts design standards. N,. resp.unsihilily is assumed (or ditnen.cimumual accutacy. I 1iunensiuuuts are in be. verified by the componentticutuufacturer :mndl..r building designer luimir to r:b,'icaii'mu. •J building desigu,ei shall :mst:cutaiut that the Imuls utilized on Dsgnr : DK HLC - 0 lii, design utteci or exceed the I.odiutg itnpmmscd by the local building code. it is :mssuumned that mite lop elt,mrd is Iater.mlly bored by the rmmn( or Ilosur TC Live 16 .0 pof I'sujilion heathing and file b,mnon, ehm,id is L-.tenmlly bored Ilya rigid sbeatiuiitg unatutiul directly tOcItcd_ unless ,,tlmrtwisc named. Itraciug shown is (or WendLUMBER uI cmmunp.mttemte uncmnbems only In reduce buckling lemmglht. This ...imp.mueI.t shall tot be placed in any cnvii.smmtteutt that will c;mmmse die ,nmmislmirs TC Dead 14.0 poE I.uveut Stsmeu,u - t%.h-d,. coutCult ol the wood cuccil 19%amtmilor cause vumumcctor ybic c,,rlm.siomm. It,u irate, haumdle_ iitsl_,ll attd bmarr ibis 11,1.5 lit arcordautce With file following BC Live 0 puf 1111 tJmrthpmk iii,. t'oto Spnmmp. () 5I1107 sonda.ds: 'TIll tii 'tiM MANI [Al.'. by 'l'nmswal, •() lAI.iY (( tNTft ii. %TANIhltl) II III Mtfl'Al . l'i.ATii I 'I tNNi( 'Ttfl) W(ttul) TRI tQST.ttti), 'I (ANIJI .IN(i INS rAl.l.IN( ANI) lillAt -IN(i MM-Al. PLATE I (INNf( 'TEl P WlKtt) Till tSSI:' . (I lilt-el) mmmd 'ihiii.ui si mhlMARY BC Dead 5.0 poE S1111: I- by 'fl'l . 'Fht 'lusts. l'L,Ie Inoitmute ('Il'I) is l,s':mted at ix:t I It pmt,,t',i,, lit is'.', fsI:,dh..ii. Wis,'m,uu.imt 53719. The Auteu k.,tu F,,test and l'.pct° 7`p5 .O Version 06.05.99 Aso.s'i.,mi,mt (,I'h',i is luratr,l at 1241 I '.ntue.'ticmmt Ave. NW. Ste .'lul. W.oltium1't,,ti Jut' ,'iui(,, TOTAl. 35.0 poE 10/5/99 Scale: 5/32" 1' 140 u LAI1SONB Custaner Name: DurFacs L=1.25 P=1.25 Rep 14ar Bed 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC-97 11-fl. Patio: 11240 'IC: 11240 32b Name: LARSONBLOOM Truss ID: T1B Qty: I DrwgC099278225-014 3 x-ttr FOCr SIZE IQ'D 'IC 2x4 tFL ifi l'btiij N3I/IPL - 1995 1 2- 1-12 1120 3.50 1.50' 11C 2x4 (FL ($1 'hIS IJlsi(N IS TIE W1IOSIE RE.LT (F' 2 33-10- 4 1120 3.50" 1.50" liEB 2x4 (FL SIU) 11Il'IR.E 11J) c&.is. FUE VAIM I'M iao RCIE21I R(Far 91607. F.g7lRR4) REtJIIRENkNIS dsss are Laise1 1141.Y c ma.. au csi Ix for 10 [SF srrmi EK1L. us the txuias iiateral at each baariirj. 1 46 .01 .18 .19 F&I1?G WIS3 cN GB 'I WUR VAJJ.S. 2 -2103 .03 .27 .31 3 -1705 .02 .27 .30 4 -1705 .02 .27 .30 5 -2431 .05 .27 .32 6 -2510 .05 .22 .28 - 7 -2833 .10 .25 .35 C FCRCE AlC a.0 csi 1 1904 .21 .17 .38 2 1922 .22 .35 .57 3 21.18 .24 .35 .59 4 2643 .40 .1]. .51 CST VM FCRZE CST 1-9 -106 .02 4-11 734 .23 2-9 -2143 .83 5-11 -678 .54 2-10 135 .04 5-12 376 .12 3-10 101 .03 7-12 -383 .10 3-11 -436 .35 X IUtS14 (spitrij (999 IN PIN 11-12 (LPJE) . 4-2-8 5-4-12 5-4-12 5-4-12 5-4-12 6-2.8 -.13" I -.16" T=-.30" 428 9-7-4 15.0.0 20-4-12 ' 25.9-8 32.0.0 = Joint Ltia = 15-0-0 17-0-U 32 : : g '1 2 3 '4 5 6 7 8 3 9-2 4- 7- 4 10 6-10-14 4 15- 0- 0 U 15- 0- 0 4.00 -4.00 5 20-4-12 12 23-1-2 6 21- 8-15 13 32- 0- 0 . 3.5-4 7 25-9-8 1 5-1 1-15 I 10-il- 32-0-0 2-0.0 S'I'Ull 9 i II 12 13 6-10-14 , 8-I-2 , 8-1-2 Li!ELL, 6-10-14 15.0-1) 23-1-2 32-0-0 -5 3. 12/31/02 CNIL 10/5/99 Truswal Systems Plates are 20 ga. unless shown by "18(18 ga.) or Scale: 5/32" - 1' "11(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. - - - - WARNING Read till oaf es on this sheet and give a copy of it to the Erecting Contractor. TBF: 77.3 WO: LARS0I This design is fur an individual building cltlnpinenl. It has been based on specificaii.tns provided by the cnlnpnncnl inainilaciurer and dune ill Chic , EL Customer Name i D I XI E L i ti E accordance wish the current versions .1 ri'i and AVI'A design slatiulaids. Ni, iespuuiusibilily isassuiined fur diuiigiiuinnal :lvcuiIcy. I )iuncnsi.uns :,rc to be verified by the rounponclll ina:uiifavtuircr .uu,dA,r building designer prior in I:,htinutioii. The building designer shall :usceuiain hint lIe loads utilized nit Dsgnr : DK 8LC 2 his design meet or exceed lie feuding iunpuused by the heal building code. It is :us.suuuncd that the lop diuurd is Literally br.iced by Ilse cool or floor TC Live 16 .0 pa C DurFaca L-1.25 P 1 25 LU MB ER sliczuuhing and the boui,utn chu,id is LuIeiilIy braced by a rigiul sheahhitug unateiial directly atta unless tuthetwise llok,d. liracing showut is fu,, Literal . stuppuun of c.uinpuuue,tis ,ne,nhers uuully lit seduce buckling Icuguhi. Ihiis cutlnpuneni dciii not he illaced in any elwi,onlncnu dral will raise uhc Inuui%uuire TC Dead 14 .0 pa C Rep pSar Bnd 1.15 r,xsenl znuuo.( oak, content of she wiuuud escued 19% :,ndior cause cuulhulector 16lc cuuriulsioil. 1.h,ieie. handle. iiusu:uhl and br-acc Ibis inns in ;uccoidancc will, hlic tiulh,wiuig BC I. I vis F .0 pus 0. C. Spac I rig 7- 0- 0 111% r:..rusp..s- Ii,.. ' alo t'"n'.'"' staid.. ds: lIlt !i 1INI NIA 141 lul . . by Tuuusu.ul. (il lAl .I'lY si tWIXt ph...I A NI tAXI 1111K hlI I Al. II A lt I I INNId lId I Will II) lIlt tssl.5 u()sr4n)• llANI)l.lN(; iNTAl.l.INIi AND ilkAt IN(i hilTAl. ll.ATN I t,NNII iIl) WI 11 tIP III '.SSI:.S . (11111)1) ;,iud 11111.91 NI 'MMARY BC Dead 5.0 paf Design Spec UBC-97 Si ildT by III. The •Iususs ILde Insliuuiuc (Ill) is heated .,i SWI III Imuhi ii I )ike. I.I.udis,iu, Wirisisiuu 51719. Th A,neuic.in l,ic.sI and i.q.er n ltd j 1/240 'ir I '210 Tp5 . 0 Vera ion 06 . 05 . 99 Assuwi.hj.s, (Al l'A, is Is_led at I .'.lI t uunuieeuiiut Ave. NW Nt .'I it WsIuin1'u,,iu I)I 21st Il, 35 .0 poE DEFLE)MION (: 99 1141,84 12-13 (LIVE) -.33" D" -.39" 'I - .73 l== Joixt I.tias 1 0-0-0 9 0-0-0 2 6- 6-12 10 6- 6-12 3 8-11-1 1111-3-6 4 13- 7-11 12 16- 0- 0 5 18- 4- 5 13 20- 8-10 6 23- 0-15 14 25- 5- 4 7 25-5-4 15 33-0-0 8 33- 0- 0 Job Name: LARSON BLOOM Truss ID: HI Qty: 2 Drwg:C099278225-003 r, -Lcc Fr,7cr SI2E R6D x 1C 2X4 [FL ff1 Plat : PN3IflPI - 1995 'ibis claniçjn haced oi dxrd tracirg 2)lied 1 1- 1-12 2602 3.50" 1.50 BC 2x4 [FL 1)1 aA'n WLLFS FIN 3(133 RESE7d31 REBR[ ff1607. per tie fllo..,irg atheclale: 233-10-4 2473 3.50" 1.50' IEB 2x4 [FL 5113) nneco.c. frail to SLI]XR 2x4 ER. ff1 Nail pattern eha..n is for H.F icacie oily. 'IC 24.0" 8- 0- 0 26- 0--.0 C FUE pa.. au CSI Drainage tiust be prwicbzi to avoid perclirrj. (bxasdratecl lunia I4.13F be dietrihded to ----------IClD CASE ff1 EESICI4 tC3tS ---------------- 1 -1236 2 -2124 .00 .01 .27 .28 - .14 .1.5 Ernrsrert Iracirg is reqAred (by others) to prevslt rctatias/tqp1ir. See 1135-91 and saris ply eçgsally. Os tiulti-ply with hasrjers. use 3" nails tan. isto the carryiixj naitter. Dix iC Sleet L.P1E L.Lc 60.0 1- 0- 0 R.P1f R.Iir 60.0 8- 0- 0 I.Wli. .53 3 -6059 .09 .23 .32 MlSIfFPI 1-3995; 10.3.4.5 e' 10.3.4.6. nun. cLin.cus attad Fha nare than 2 pLy. acid nail cluster fran halts if aci3itia]. ply(s) and/or e}xsn. or 'IC Vert 'IC Vert 145.6 8- 0- 0 60.0 26- 0- 0 145.6 26- 0- 0 60.0 34 0 0 .53 .53 4 -8635 5 -9541 .21 .25 .27 .48 .25 .51 1x4 lateral )rirg to flat 'IC iere indicated w/ 2-108 nails use any d±er aprcaed detail (by cthers). ir Vert 24.3 1- 0- 0 24.3 34- 0- 0 .00 6 -8866 .23 .28 .51 earls. Luther tiust is stntura1 grade. + + + 4 + + + + + . + + + 4 + + + + + + + + . . .'lpe... Ike X.lcc UJIL 7 -6606 8 -6728 .10 .19 .19 .29 .23 .42 Brace 1P 24" o.c. i.nilees rcfei d}srwiee. IUC11I13 I3PSED Cli CI1EIN LLr433 M.I.M. 2-I1Zi'! Nail w/lCid IC. stajjectxI WS-97 'IC S/eet 'IC Sleet 225.2 8- 0- 0 397.0 8- 0- 0 1.00 .00 Sect. 12) in: 'IC- 2/ft IC- 2/ft %.- 2/ft 'IC Sleet 176.0 26- 0- 0 1.00 AXL BID CSI 'IC Vert 154.0 26- 0- 0 .00 1 5793 .44 .20 .64 2 7718 .58 .09 .67 3 9428 .71 .08 .79 4 9546 .72 .09 .80 5 8071 .61 .08 .69 6 6321 .48 .10 .58 CSI l'B FOCE (SI 2-10 1740 .27 5-13 -969 .09 3-10 -2289 .21 6-13 1133 .17 3-1.1 1306 .20 6-14 -2071 .19 4-11 -1131 .11 7-14 1614 .25 4-12 160 .02 SI.L. -5051 .48 5-12 -7 .00 6-6-12 , 4-8-I0 4-8-I0 , 9-11-1 6-6-12 13-7-11 18-4-5 23-0-15 33-0-I) 7-0-0 H-U-U II 2-PLYS 2' 3 4 5 6 7 8 I(EQUIItEI) 40 422// IS-U-U tHIN _4,00I 33-0-0 1-0-0 sluR '9 ID II 12 13 14 IS 6.6-I2 4-H- 111 4-8-I1) !!-.L-LO4-H-It) 7-6-11 .4 I ------1 I - -1 6-6-12 11-3-6 16-0-0 20-8-I0 25-5-4 33-11-I1 T 2-11-15 7-It .1 10-7-15 2-11-15 7 ME SHIP (Pl2I 59132 :10 31IO2 'E c.'2! - . 10/5/99 Truswal Systems Plates are 20 ga. unless shown by 11 181*(18 ga.) or Scale: 5/32" 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend all holes on tills sheet and give a copy of it to the Ireclii:g Contractor. TSP: 78.7 WO: L.ARSONB This dusign is (or an individnal building coinpimuni. It has Well hcd on spucilicalions provislcd by the ulmp.incni inaiiiufarinrcr and dues: in Chic. EL. Customer Name D I XI E i i E :icc,iidaiwc with she tuiruni VCF5iiii5 iii fl,, and ,'tFI'ti dusigui sl:uiid.',rd.,,. No 1us1iiunsibi111y is :Ls5iuincd (iii diiiiuuisioiial accutiacy. l)iunensiuulus arc In bu ihi vurud by thu ci.inpuuuucnl u,cuiuuut,cuiirur andlot building dcsigiict 1uiiuui in r.ubi ic,uiouu. The building dcsiguuu. shall ascctl:ui,I that his: loads iiiili,cd on Dsgflr . DK #LC = 0 ihis design tecut or cccs:d the h,sudiiig iinpuusud by 11w ltuaul building cods:. It is assumed tInt the "up chord is Luiur.illy Iir.ncd by this: roof or 11 i TC Live 16 .0 pa C DurFaca L-1.25 P-1.25 LUMBER slic:,iliiuig :,,id th h u ,uulu,,n cloud is Luucnull bi:ucud by a rigid sliu.,uhiiig ,inuicri.il ditucily :uuuavlicd. iiuiluss i,ilwuwisg uiuulcd. Itr.iciiig sli,uwn is fill bicral s iiupiiut hf ctiinli.ungiius uuucoihc,s only to rudituc biivtliiug knguhi. Iluis c.uililu.uuwoi si.,11 nut he 1,Liccil ill my umuvituuniocuil that will ness: the ,nu,isum,rc TC Dead 14 .0 pa C Rep l'*r Bnd 1.00 r,=nl S flnn,i (',.t',sd,, .114 I: 3 .nL,L Ii p.,....oh.,uruiei. 4() 'fl L,iiiicuit of this: ssouud curcud 19% audI,,,' cansu Cuuiii,cct,,r l)Luic nn'i,,si,,n. IaI,,iraIc. K,uidlc. iiist:ull :,iud lu,acc this t,itss in :ucc,usdaiicc with thus: ftillimbis st.nid.uuds. 'lkhuS(esl hteSlsIiehI., by F,iusn,ul, QIuISItIy t ills I Kill. .%l,SNII,SRIi 11114 tslh:IAI. I'I.,' I I Ittyllsl:(il:h) '.Vitiil) l'KlisSliN SC [dye . 0 ps C 0. C. Spacing 2 - 0- 0 li/SNIlI .INI; INSTALLING AND ItRAt INC hll:IAh . ii .Alt illNNIt I'II I Win ) TI(I 'S%IS . II 1111)1) id 11111.91 SI IMMAKY SC Dead 5 .0 pa C Design Spec USC- 97 'rp5 Version 06.05.99 .0 SI 11:1:1' by III The Iiius I'Lilc Insuiiuuic lIlt) is heaig,l ii 3141 D,11111.116. Ii, icc 1I.,disu,ui, Vs'is,,iisii, Slit'). t'liuAmc,ir.uui 15,1cM and I'.upci [EI lit ha: I V240 W.: I /?.4O AsosL,ii,,ii i. lo,ai,,l I 'iii, (AII'A) .,i U"tu 'site. ii. ui Ave. NW. Sic W.,.s1uiuu1i,ui Iii '11151, 'FOi'tll. 35.0 pa C -- - A R N E T EN G I N E E R I N G, I N C. STRUCTURAL DESIGN AND CONSULTING 7291 Garden Grove Blvd., Suite #G, Garden Grove, CA 92841 (714) 379-3789 FAX (714) 379-8024 March 6, 2000 STRUCTURAL CALCULATIONS FOR 5" P/T FOUNDATION SLAB FOR SPECIALTY STEEL La Costa 4-Plex Lot 57 Carlsbad, CA Meadow Vista Corp. By Arnet Engineering: Inc. 7291 Garden Grove Blvd., Suite G Garden Grove, CA 92841 (714) 379-3789 Arnet Engineering, Inc. 5.0 Post-Tensioned Slab-on-Grade Calculations On Expansive Soil. per UBC97 - Section 1816 Soils Eng.: Geotek Project: La Costa 4-Plex Structural Engineer: Lovelace Developer: Meadow Vista Corp Architect: Robin Franklin La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Thornthwaite Moisture Index: Classification of Expansive Soil Table 18-I-B Edge Moisture Variation Distance Center Lift Edge Lift Differential Soil Movement Center Lift Edge Lift lm= -20 El= I Medium I Emc = 5 feet Eme= 2.7 feet Ymc= 2.5 inches Yme = 0.8 inches Allowable soil pressure Qa = 1 250 psf Slab thickness: t = 5.0 inches Concrete strength: (at 28 days) f'c = 3000 psi Design Perimeter Load: 1 500 plf Section Properties of Post-Tensioned Slab System Long Direction Short Direction I Building 202 I Parameters: L = Slab width in feet Y = Ext. overall beam depth in inches (set to zero for mat) X = Interior overall beam depth in inches N = Number of interior beams S = Slab thickness in inches N = Number of ext. beams (set zero only for mat foundation) W = Width of beams (avg.) 90.0 54.0 24 24 24 24 2 5 5.0 5.0 2 2 15 15 Area = 4,380 in2 7,395 in2 Vt = 5.62 in 5.74 in Yb= 18.38 in 18.26 in I = 162,478 281,045 inA4 Sb= 8,842 15,389 jA3 St= 28,894 48,985 inA3 L Neutral Axis Yt A lfapplic _ Th able 12 1 Arnet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Post-Tensioning Hardware 1/2" dia. 7 wire strands; 270 ksi GUTS; ASTM 416; As= 0.153 in3 Pjack=80% GUTS = 0.8x270x0.153=33.05 Kips P Anchor=70% GUTS=0.7x270x0.153=28.9 Kips Peffective= 60% G UTS=0.60x270x0. 153=24.78 Kips for low-relaxation strand Es= 28 x 10'6 psi Notes to Post-Tensioned Slab-on-Grade Design The design method used in the design is called the PTI method ( Post-Tensioning Slab-on-Grade method) and is part of the UBC97 - Section 1816. Limitations Arnet Engineering Inc. assumes no responsibility for future defects resulting from unreported conditions and poor maintenance of landscaping surrounding the building mitigating the general design, material design and/or soil design criterias. Although there is no economical method of totally preventing movements due to expansive soils and settlement, current state-of-the-art- practice in Southern California area dictates Post-Tensioning Slab-on-Grade designs in accordance with the PT! method and as presented here as the method of minimizing the effects of expansive soils and settlement. 2 Arnet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Deflection Calculation For Slab-on-Grade by PTI (UBC97 - Section 18 16.4.9) Parameters: L = Slab length in feet Ym = Differential soil movement in inches S = Stiffening beam spacing in feet P = Perimeter loading in lbs per feet Em = Edge moisture variation distance in feet 0 = Beam Depth in inches e = eccentricity of PT in inches Building 202 (short direction) Relative Stiffness Length Beta= 1/12*(Ec*l/Es)AO.25 = 12.06 ft Smaller of 6*Beta of effective Length 6*Beta = I 72.361ft L Ym S P Em D e delta o delta p 54.0 2.5 15 1500 5 24 3.24 0.99 0.06 54.0 0.8 15 1500 2.7 24 3.24 0.30 0.06 delta 0.93 CENTER LIFT 0.25 EDGE LIFT Deflection Requirement: L/450= 1.44 inches center L/800= 0.81 inches edge Actual Deflection 0.93 OK 0.25 OK 2 Exterior Beam(s) at 24 inches overall 5 Interior Beam(s) at 24 inches overall Building 202 (long direction) Relative Stiffness Length Beta= 1/12*(Ec*l/Es)AO.25 = 10.52 ft Smaller of 6*Beta of effective Length 6*Beta = I 63.10ft L Ym S P Em D e delta o delta p 63.1 2.5 18 1500 5 24 3.12 1.23 0.05 63.1 0.8 18 1500 2.7 24 3.12 0.37 0.05 delta 1.18 CENTERUFT 0.32 EDGE LIFT Deflection Requirement: L/450= 1.68 inches center L/800= Actual Deflection 1.18 OK 2 Exterior Beam(s) at 24 inches overall 2 Interior Beam(s) at 24 inches overall Delta o = (YmcxL)AO.205xsA1 .059xPA0.523xEmcA1 .296/380xdA1 .214 Delta p = (pexexBetaA2)/2Ec*I Reduction due to PT Delta o = LAO. 35xSA0.88xEmeA0.74xYmeA0.76/1 5.9xdA0.85xPA0.01 Delta p = (pexexBetaA2)/2Ec*I Reduction due to PT 0.95 inches edge 0.32 OK Center Lift Center Lift Edge Lift Edge Lift 3 Arnet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Shear Calculation per P11 method (UBC97 - Section 1816.4.10) Allowable service shear stress: vc = 1.7 f'cA0.5 + 0.2 fp = I 110 psi I * fp = 90% of smallest of long and short direction forces at edge of slab Center Lift Short Direction: Vs= 1/1350(LAO. 19xSAO.45xdA0.20xPA0.54xymA0.04xemA0.97]= 2.59 k/ft Service shear (only grade beams used and PT contribution neglected - very conservative): v = Vs*W/n*d*b = 92 psi OK Long Direction: VI = 1/1940[LI\0.09xSA0.71 xhA0.43xPA0.44xymA0.16xe MAO. 93]= 2.95 k/ft Service shear (only grade beams used and PT contribution neglected - very conservative): v = Vl*W/n*d*b = 111 psi NOT OK Edge Lift Long Direction: VI =( LAO.07*dA0.40*PAO.03*emA0.16*ymA0.67)/(3.0*SAO.015) = 1.96 k/ft Service shear (only grade beams used and PT contribution neglected - very conservative): v = Vs*W/n*d*b = 74 psi OK Short Direction: V =( LAO. 07*dA0.40*PAO.03*emA0.16*ymA0.67)/(3.0*SAO.015) = 1.90 k/ft Service shear (only grade beams used and PT contribution neglected - very conservative): v = Vs*W/n*d*b = 68 psi OK 4 Arnet Engineering, Inc. La Costa4-Plex Carlsbad, CA Meadow Vista Corp MaHimum Rpplied Service Moments for Slab-on--Grade by P11 method (UBC97 - Section 1816.4.7) Allowable. Concrete Flexural Tensile Stress: ft = 6*fcl%0.5 = 328.63 psi Allowable Concrete Flexural Compressive Stress: ft = 0.45*f 1c = 1 350 psi Center Lift . . Long Direction: Ml = Ao [B(EMC)A1.238 + C] = 11.05 ft-kips/ft Ao = 1/727[LAO.013*SAO.306*hAO.688*PAO.534*YmcAO.193] = 1.86 B = (Ymc.1)/3 <or = 1 0.50 C = [8(P613)/255]*[(4Ymc)/3] >or = 0 2.26 IfEmc<5ftuse B=l and C=0 For Ll/Ls > 1.1 For Ll/Ls < 1.1 use Ms =Ml Short Direction: Ms = ((58+Emc)/60)*Ml = 11:60 ft-kips/ft Edge Lift Long Direction: Ml=((SA01*hEme)0.78*YmeA0.66)/(72(L)A0.0065*PAO.04) = 3.00 ft-kips/ft Short Direction: For LI/Ls > 1.1 For Ll/Ls < 1.1 use Ms =Ml Ms = (hA0.35((19+Eme)/57.75))*Ml = 3.43 ft-kips/ft 5 Arnet Engineering, Inc. Number of Strands in Each Direction Slab Strands 2.5 inches from top (approx.) Beam Strands 3 inches from bottom (approx.) Average Strand Spacing Slab Strands 2.5 inches from top (approx.) Beam Strands 3 inches from bottom (approx.) Average Strand Spacing La Costa 4-Plex Carlsbad, CA Meadow Vista Corp 21 Long Direction 0 Long Direction 2.65 Long Direction 28 Short Direction 0 Short Direction 3.30 Short Direction Use Subgrade Friction Coefficient of 1.0 for slab on Sand over Visqueen and maintain at least 50 psi compression: Subgrade friction in Long Direction: Subgrade friction in Short Direction: Stress at Edge of Slab in Long Direction: Stress at Midlength of slab in Long Direction: Stress at Edge of Slab in Short Direction: Stress at Midlength of Slab in Short Direction Maximum Allowable Service Moments Tensile Cracking Moments: Negative Bending Moment=nMcr= Positive Bending Moment=pMcr= Negative Bending Moment: Mtop(tension in top fiber)= Mbot(compression in bottom fiber)= Positive Bending Moment: Mtop(tension in bottom fiber)= Mbot(compression in top fiber)= Force Loss long = weight x 1-112 x 1.0 = Force Loss short = weight x Ls/2 x 1.0 = 119 psi Force at Edge: 72 psi Force at Midslab: 94 psi Force at Edge: 66 psi Force at Midslab: Long Direction fcr= 410.8 psi St(P/A+fcr)+Pxe= 26.13 ft-kips/ft Sb(fcr-P/A)+Pxe= 6.49 ft-kips/ft 205.31 k 207.98 k 520.8 k 315 k 694.4 k 486 k Short Direction 24.97 ft-kips/ft 6.60 ft-kips/ft e= 3.12 inches 3.24 inches St(P/A+ft)+Pxe= 22.47 ft-kips/ft 21.25 ft-kips/ft Sb(fc-P/A)+Pxe= 19.31 ft-kips/ft 19.98 ft-kips/ft e= 3.12 inches 3.24 inches Sb(P/A+ft)-Pxe= 3.60 ft-kips/ft 3.94 ft-kips/ft St(fc-P/A)-Pxe= 52.38 ft-kips/ft 54.89 ft-kips/ft Actual Bending Moments: Center Lift= 11 .05 ft-kips/ft 11 .60 ft-kips/ft Edge Lift= 3.00 ft-kips/ft F 3.43 ft-kips/ft 6 Arnet Engineering Inc. 3/7/00, 2:46 PM La Costa 4-Plex Carlsbad, CA Meadow Vista, CA Moment Capacity of slab M=Stress x Sx where Stress = (6 f'c+P/A) = 370 psi Sx=(bxdA2)/6 =(12x5A2)/6=50 in3 M Flange=(0.37x50)/12=1.54 ft-k Since the Moment at slab intersection is also equal to (wlA2)/2 where l=leff. Solve for leff. using maximum allow soil pressure of 1,000 psf leff.=((1.54x2)/1.0)AO.5 = 1.75 feet Equivalent footing strip = 1.75 ft + 1 ft = 2.75 feet Total allowable bearing capacity for exterior beam = 2.75 feet x 1,000 psf = 2.75 kIt>> Load of 2-Story Building. Interior Footings 1 1 1 1 1 I I I' + 10" Min. .01 L effective= 1.58 feet or L eff. 12" L eff. Equivalent footing strip = 12/12 + 2x 1.75 feet = 4.5 feet Allowable load on interior footing/foot = 4.5 Kips 7 Arnet Engineering Inc. 3/7/00, 2:46 PM La Costa 4-Plex Carlsbad, CA Meadow Vista, CA Maximum Concentrated Load without Pad Required Load (DL+LL+EQ) 4" slab 4.5" slab 5' slab K-Value=50 lbs/1n3 2,900 lbs 3,600 lbs 4,400 lbs K-Value=100 lbs/in3 3,000 lbs 3,800 lbs 4,600 lbs K-Value=200 lbs/in3 3,300 lbs 4,100 lbs 4,900 lbs Fb 0.316 (P/hA2) log hA3 - 4 log [((1.6aA2)+hA2)AO.5 -0.675h] - log k+6.4 Notes: 1. 4" square post assumed. 2. It 5" square post is used add 200 lbs to tabulated loads. h: Slab thickness a: Area of load application K: Soil modulus P: Concentrated load Pad Footings * w=18' Aeft.=(1 .5"+2xLeff/4)A2 w=24" Aeff.=(2+2xLett/4)A2 w=30" . Aeff.=(2.5+2xLeff/4)A2 w=36" Aeff.=(3+2xLett/4)A2 w=42" Aeff.=(3.5+2xLeff/4)A2 w=48" Aeff.=(4+2xLeff/4)A2 Anchor Boils Embed as per Supplier Cataloque & USC 10 Mm. 4 . Leff. W L all. Leff (1,500 pst) = 1.43 feet Leff (2,000 psf) = 1.24 feet Left (2,500 pst) = 1.11 feet 8 Arnet Engineering Inc 3/7/00, 2:46 PM La Costa 4-Pléx Carlsbad, CA Meadow Vista, CA Pad Sizes and Reinforcement (minimums) Size Reinf. Concentrated Load at 1500 psf 2000 psf 2500 psf 18" sq.x12"deep N/A 7.4 k 9.0 k 10.5 k 24" sq.x12"deep 2#4 Bot.E.W. 11.1 k 13.7 k 16.3 k 30" sq.x12"deep 2#4 Bot.E.W. 15.5 k 19.5 k 23.3 k 36" sq.x12"deep 3#4 Bot.E.W. 20.7 k 26.2 k 31.6 k 42" sq.x12"deep 3#4 Bot.E.W. 26.6 k 33.9 k 41.1 k 48" sq.x12"deep 4#4 Bot.E.W. 33.3 k 42.7 k 51.8 k Notes: 1. Use 18" sq. x 12" deep foundation pads for loads in the range between "No Pads required" Table and above values. 10" deep foundation pads are acceptable alternate if anchor bolt embedment is per supplier and code and 3" clearance is maintained to subsoil. Concentrated allowable loads shown above may be exceeded if the pads are combined with an interior or exterior beam. Max. Line Loads on Slab-on-Grade without Footing Load (DL+LL+EQ) 4" Slab 4.5" Slab 5" Slab K-Value=50 lbs/in3 550 lbs/ft 650 lbs/ft 750 lbs/ft K-Value=100 lbs/in3 700 lbs/ft 800 lbs/ft 900 lbs/ft K-Value=200 lbs/in3 800 lbs/ft 950 lbs/ft 1,100 lbs/ft Note: 1. Allowable Stress = 150 psi M max. = Pxbeta/4 Beta = (4xEcxl/Kxb)AO.25 : relative stiffness length [in] Ec: Modulus of Elasticity of concrete I: Moment of Inertia K: Soil Modulus b: Width 9 Arnet Engineering Inc. 3/7/00, 2:46 PM La Costa 4-Plex Carlsbad, CA Meadow Vista, CA Maximum allowable uplift loads on 5" SOG based on the two-way bending capacity of the slab P uplift Wdead Assume vertical reaction P at hinge support = zero I I I T-7 I I I L L Sb=St= 12x5A2/6=50inA3/tt = 125 inA4 / ft M (max.) = (6 f'c A(1/2) + P/A) Sb = M (max.) = (0.3 ksi + 0.05) x 50/12 = 1.46 ft-kips / ft w = 0.0625 ksf (weight of slab) P = w x (2L)"2 (0.5P/2L x (2L)/4 - 0.5w(2L)A2/8 = 1.46 ft-kips itt 0.125P - 0.5 x 0.05x0.5LA2 = 1.46 0.03125LA2 - 0.01563LA2 = 1.46 L = 9.67 ft P (uplift) = 0.0625x (2x9.67)A2 = 23.37 kips > 15.31 kips (HD15) ok Deflection = (0.5P/2Lx(2L)A3/48E1) - 2.5w(2L)A4/384E1 = 0.33in Deflection = 0.33 in <2L/360 = 0.64 in Ok Hence, the slab is adequate for all interior holdowns. 18 Arnet Engineering Inc. 3/7/00, 2:46 PM La Costa 4-Plex Carlsbad, CA Meadow Vista, CA Maximum uplift load on edge footing based on footing bending capacity Wdead P uplift Assume vertical reaction at hinge support = zero I, L I, L I. Sb = 9,178 / 11.75 = 781.1 inA3 St = 9,178 / 6.25 = 1,468.5 inA3 -M (max) = (6f'cA(1/2) + P/A ) St +M (max) = (6f'cA(1/2) + P/A ) Sb -M (max) = (0.3 +0.0827) 1,468 = 562 k-in = 46.8 k-ft Top fiber + M (max) = (0.383 ) 781.1 = 299 k-in = 24.9 k-ft Bottom fiber W (Beam Weight + superimposed Dead Load) = 324 x 0.15/144 + 0.3 = 0.64 kips/ft P = W x 2L P(2L) / 4 - W(2L)A2/8 = -M (max) = 46.8 ft-k L = ( 2xM max/W)A(1/2) = 12.1 ft P (uplift) = Wx2L = 15.5 kips > 15.3 kips (HD15) Deflection = (P(2L)A3/48E1) - (5W(2L)A4/384E1) = 0.10 in < 2U360 = 0.81 in Ok 11 1384 Poinsettia Ave., Suite A, Vista, CA 92083 (760) 599-0509 FAX (760) 599-0593 K INSITE NC. Geotechnica¼ Environmental -j Materials March 30, 2000 GeoTek Project No.: C 1077 .4 Sierra Linda Investments 3951 Sierra Linda Drive Escondido, California 92025 Attention: Mr. Dave Jacinto Subject: Review of Plans Meadow Vista Corp. La Costa 4-Plex Carlsbad, California Reference:: Foution Recommendations Lot'S'La Costa South Tract Carlsbad, California Dated: February 14, 2000 Dear Mr. Jacinto: As you requested we have reviewed the plans for the La Costa 4-Plex that you forwarded to us. We received Drawings PTD, PT-1, and PT-2 dated March 8, 2000. These drawings were prepared by Specialty Steel. The plans reviewed are in general conformance with the recommendations contained in our unreferenced telephone call which was modified based on discussions with Mr. Beat Arneath, the structural engineer. The recommendations are based on section 1809 of the UBC which deals with settlement considerations and is not related to the expansion index (E.I.) ARIZONA CALIFORNIA NEVADA UTAH City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR-OTHER MITIGATION This form must be completed by the City 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: C 8tyx'2/' Project Address: 2 ~58 Ahv4Me4 2. £e'-&o, 2A A.P.N.: 7-0 Project Applicant (Owner'(s') Name(s) A 4r,r7E Jñ','V7t Project Description: 4- ,,%v Building Type:. JI Residential: Number of New Dwelling Units 4 Square Feet of Living Area in New Dwelling 2S23 SF Z5775F ZZS'sp zz..cç s Second Dwelling Unit: Square Feet of Living Area in SDU TOTAL i,blO Res. Additions: Net Square Feet New Area Comerc./ Ind.: Sauare Feet Floor Area City Certification: Date: ?_.NoI (3 0 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District San Marcos Unified School District 801 Pine Ave. 215 Mata Way Carlsbad CA 92009 (434-0661) San Marcos, CA 92069 (736-2200) Encinitas Union School District San Dieguito Union High School District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) 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 is correct and true to the best of the Owner's knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the ner is the owner/ developer of the above described project(s), or that the person executing this declaration is aut orized to sign on behalf of the 0 ner. Signatu : / 6,'-4' Date: er 00 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 7 ,prt 3IL,1-?0-3(, L. SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one): Gov. Code Gov. Code Government Prior Existing Exempt from 53080/65995 65970 Code 53311 Mitigation Agreement fee (AB 181) (SB 201) (MélIo - Roos) Note: requirements >< [(—Indicate Date and Number or name of Agreement) Total amount of (new) floor area within the building 9J w Q Fee Amount per Square Foot Amount Collected Z 19. (11 1119 . 0 C) -Or if subject to Prior Existing Mitigation Agreement: For Detached Residential Dwelling Units or Attached Dwelling Units> 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit NIA Amount Collected -and/or- For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit tJ/A Amount Collected SCHOOL DISTRICT: This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information presented above and due to the School District. The City may issue building permits for this project. SIGNATURE OF SCHOOL DISTRICT OFFICIAL DATE TITLE PHONE NUMBER 7,O 9vc'— ç'goo J67 NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School District, prepared by David Taussig & Associates for the District. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. ENCINITAS UNION SCHOOL DISTRICT DEVELOPER FEES CA 01 City of Carlsbad IFock CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City 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: '1fioo2/' Second Dwelling Unit: 2538 /4V42deI4- e., ~2 J C..q Z/ —/7O-J 44 14' e C,A17?.D Number of New Dwelling Units 4 Square Feet of Living Area in New Dwelling 2.23 % z.c77 s ZZ5ZT SFr SS-CA' Square Feet of Living Area in SDU Net Square Feet New Area uare Feet Floor Area Date: Project Address: A.P.N.: Project Applicant (Owner'(s') Name(s) Project Description: Building Type:. Residential Res. Additions: Comerc./ Ind.: City Certification: FieiI'I.] ' 1iU iIIHl il.3 Carlsbad Unified School District San Marcos Unified School District 801 Pine Ave. 215 Mata Way Carlsbad CA 92009 (434-0661) San Marcos, CA 92069 (736-2200) Encinitas Union School District San Dieguito Union High School District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) 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 is correct and true to the best of the Owner's knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) th1 Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is a'Wjorized to sign on behalf of the Owner. S Date: /to .2.oø 2075 Las Palmas Dr. -Carlsbad, CA 92009-1576• (760) 438-1161- FAX (760) 438-0894 7/ SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT AVE BEE~eck R WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLL one Gov. Code Gov. Code Government Prior Existing Exempt from 53080/65995 6596-5ff'S Code 53311 Mitigation Agreement fee (AB 181) (SB 201) it (Méllo - Roos) Note: requirements e_41 C' / t7 1(lndicate Date and Number or name of Agreement) Total amount of (new) floor area within the building Fee Amount per Square Foot lae Amount Collected '1t5 V7.1'0 -Or if subject to Prior Existing Mitigation Agreement: For Detached Residential Dwelling Units or Attached Dwelling Units> 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- V For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT: This is to certify that the applicant listed on page 1 has paid all amounts or completedpther applicable school mitigation determined by the information presented above and due tq,t!e School D!picj. T City may issue building permits for this project. TI/I F6h(all SIGNATURE OF SCHOOL DISTRICT OFFICIAL 481811.,4 erin dent, BUslfle5 DATE /o/q/o TITLE PHONE NUMBER 7(eo7S)4h/f )Gcs3- NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School District, prepared by David Taussig & Associates for the District. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewerservice charge forthat fiscal year shall be collected on the tax roll in the same manneras propertytaxes. The full sewerservice charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicants plumbing to the point in the Street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE AT THE TIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'S NAME Barratt American MAILING ADDRESS 2035 Corte Del Nogal PHONE NUMBER 431-0800 Carlsbad CA, 92009 SERVICE ADDRESS_2538 wpyrrpPfl, C'r1shd CR TRACT NAME/NQp Costa LOT# 57 CONNECTION FEE: $_ iç goo, ASSESSOR'S PARCEL NO. -170-36 PRORATED SEWER SERV. FEE: TOTAL TYPE/BUILDING_4-plex #/UNITS______ PAIDBY: DCASH EkCHECK# 19271 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 10/16 00 FP 21Q9-22202 Owner Signature Mate Redd by Account No. Ref: 15BS.PERMIT1 City of Carlsbad Plumbing - Electrical - Mechanical Worksheet Project Address Vkk4 D IL Permit No Questions below refer to work being done for this perint- Plumbinz Number of new or relocated fixtures, traps, or floor drains? New building sewer line? Yes _Y........No Number of roof drains? Install/alter water line? . Yes ________No - Number of water heaters? Number of hose bibs? Gas piping system .. . . Install 4rJ Repair Number of new or relocated gas outlets . . 1 20 New water meter - . No. of Size Potable Irrigation Electrical . S. 1) Number of new panels or subpanels? Size of New Service ,O #7d) y Single Phase Size Number of amperes X Cf Three Phase 0 Number of amperes Three Phase - 480 . . Number of amperes Remodel (relocate existing outlets/switches or add outlets/switches Yes _______No Mechanical Number of furnaces, A/C, or heat pumps? Number of fireplaces? . . Number of exhaust fans? Number of exhaust hoods? Number of boilers or compressors? Number of HP? Or relocated duct work? Yes No BEFORE THE PERMIT CAN BE FEE'D OUT THIS FORM NEEDS TO BE RETURNED TO THE BUILDING DEPARTMENT - FAX NUMBER (760)438-0894