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HomeMy WebLinkAbout2534 NAVARRA DR; ; CB000211; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10/18/2000 Residential Permit Permit No:CB0002I I Building Inspection Request Line (760) 602-2725 Job Address: 2534 NAVARRA DR CBAD Permit Type: RESDNTL Sub Type: CONDO Status: ISSUED Parcel No: Lot #: 0 Applied: 01/19/2000 Valuation: $798,845.00 Construction Type: VN Entered By: GMF Occupancy Group: Reference #: CP99-13 Plan Approved: 06/15/2000 # Dwelling Units: 4 Structure Type: MF2-4 Issued: 10/18/2000 Bedrooms: 12 Bathrooms: 10 Inspect Area: Project Title: 4PLEX CONDO-10,110 SF+1765 SF Orig PC#: GARAGE Plan Check#: Applicant: 1725 10/18/00 0001 01 02 BARRATT AMERICAN C-PRt1T 7740704 STE 160 03 \ 25 CORTE DEL NOGAL . CARLSBAD . CA 9200 93 9' 760 0-0356 (J\j Q) Total Fees: $79,222.43 Total Paythenti,Tó Date: $1,81539 "Balance Due: $77,407.04 Building Permit / /$2,91210 \ Add'I Building Permit Fee _- $0.00' Ad'IRL'Water.Con. Fee\ $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee y,ç.. j $9,355.00 Plan Check Discouit $0:Oo/"S\CFDPay6ff Fee —c:ç / .$0.00 Plan Check ç' / $1 ,892.87 Mt&- Fee $400.00 Strong Motion Fee \ $7988 I \ PFF )J ( $13,420.60 s $o.o0J '\PFF(CFD Fund Park in Lieu Fee \ Park Fee '$0.00 Licens4 Tax $14,538.98 /$O.00 LFM Fee \$1,24o.ob LiiseTa, (CFDFund) /$0.00 $1,424.64 Bridge Fee \ $0.00' Taffid 1pact Fee / Other Bridge Fee 1,696:OO TraffiC Impact (CFD Fund) $1263.36 BTD #3 Fee -$0.00 Sidalk Fee- / $0.00 BTD #2 Fee $0.00 lNCCLMZ.Tãriportatioi1 Fe / $0.00 Renewal Fee' $0.00 '-PLUMBINGTOTAL\ $567.00 Add'I Renewal Fee J$o.00 p ELECTRICLtOTAL' $160.00 $103.00 Other Building Fee NN $109.00/ / / &,MECHANICAL TOTAL / $12,000.00) f -Hsin Ithpat Fêe 7' $0.00 Pot. Water Con. Fee Meter Size 05/8 ' ' Hduing'InLieu Fee- $18,060.00 Add'I Pot. Water Con. Fee $000-. Master Drnage Fee: $0.00 Red. Water Con. Fee $0.00 Sewer Fe: $0.00 - TOTAL PERMIT FEES $79,222.43 FINAL APPROVAL Inspector: Date: ' Z ?-t/ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Impèsition' 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 Cadsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CIO J), T, w OCu-fry \1 E PERMIT APPLICATiON CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 • a55-9 1. PROJECT INFORMATION I FO'OFFICE PLAN CHECK NO.CSCaai, EST. VAL. Plan Ck. Deposit #' 1, I5 .39 Validated By .47- Date Address (inclu Bldg/Suite #1 2 Busines N (at this address ,4nev,c4? r4', 4j2ev'. 76 oiiiwoo 0001 01 Legal Description /L —/?O —3 Lot No. Subdivision Name/Number Unit No. Phase No_pfj e jotal # of u0 ,sj ç 7 .L Assessor's Parcel # vre Existing Use c5O 2 'Pr posed Use I 3/4w,r Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms 2. CONTACT PERSON (if different from applicant) - 4. 4c/7 47 dCOOc() Y'/sj AJA Tc/,,, 4 22 Name Address City State/Zip ,Xiepho eb — Fax # 3 ,'PLICANT 0 Contractor gent for Contractor Dôtei 0 Agent for Owner Name Address City State/Zip Telephone # . rn,jrn,i .Jvv,ICn Name Address City State/Zip Telephone # 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Coda: 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 exQption. Ay vjation of Section 7031.5 by any applicant for a permit subject the applicant to a civil penalty of npt more than fiveMundred dollars ($5001). Vaui (i florC. ?5t ievro Ly1& r' CO'tckLckOJ cA Ii loo) g.ç.gr Name • Address City State State License #'31 License class City Business License # HAeS 4qpWe*k&5,.nO(p C4 1XI 3fq1 Designer Name Address City State/Zip Telephone State License II RcE 6.WORKERSCOMPENSATION -................- ....................................................-.-- .............................................................................. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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 Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No._____ Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 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 sub ct to the Workers' Compensation Laws of California. WARNING: Fat re to secure rkers' co ensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand d $ 100,000) ddition the cost o mpensatlon, damages as provided for In Section 3706 of the Labor code interest and attorney's fees. SIGNATU DATE IJ t / OD 7. OWNER.BUILDER DECLARATION I heieby 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 I phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number / contractors license number): I will provide some of the wo k, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number I type of work): PROPERTY OWNER SlGNATUAJLLIA ,7€i'/C01 7Q' DATE 1 1 J OQ COMPLETE THIS SECTION FOR NON-RESIDENT/AL BUILDING PERMITS ONLY 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. CONSTRUCTION LENDING AGENCY - 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_______________________________________________________ APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citi 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 sued by the building Offi I 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 no ommei1iced 'thin 180 ys fronythe date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the war nce f period 180 da)l (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNA RE DATE WHITE: File YELLOW: Applicant PINK: Finance 1'EAMlT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By________________________ Date 1.. PROJECT INFORMATION 2S4 ?J hvftmfk Address (include Bldg/Suite #) Business Name (at this address) IDY S LA COS-14 50, UiV;T i 4 4 Legal Description Lot No. Subdivision Name/Number Unit No. phase No. Total U of Units ZI6 -17O-3 VAC*w 1pIet Assessor's Parcel U Existing Use Proposed'Use Co,.isTiv.c.T 4 pkk rr Description of Work SQ. FT. #of Stories U of Bedrooms U of Bathrooms '?za,? d- Uo -0 Name Address City - - State/Zip Telephone U Fax U APPLICANT 0 Contractor 0 Agent for Contractor DOwner 0 Agentfor Owner 7.0 zoS co br/ A4+1 tiO D ( '3O O3S Name Address ' City State/Zip Telephone U PROPERTY OWNER Name Address City State/Zip Telephone U 6 CONTRACTOR COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($50011. fta&4-1T A7nr4 A'./ 20 35T Cc D(1 /Yñ/ 4//4 C4wz1#-o COW. ?Z'V - 760 —9 to -O3S Name A Address City State/Zip Telephone U State License U 1 015 17. License Class City Business License # ____________________ Lô/EIPrc (47 q7ete S,aeo (A- ?Z1 2-1 1- —If1R9 Designer Name Address 'City State/Zip Telephone State License #C- 39734 S. WORKERS COMPENSATION 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. - 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 is ued. 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 subject to the Workers' Compensation Laws of California, WARNING: Failure to secure workers' compensation c verags Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (6100.000). In addition t Co f pensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 10-4-064 7. OWNER-BUILDER DECLARATION 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, em 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). 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 I have not) signed an application for a building permit for the proposed work, I have contracted with the following person (firm) to provide the proposed construction (include name I address I 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 work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE DATE 10 -4-60 COMPLETE THIS SECTION FOR NON-RESIDENTiAL BUILDING PERMITS ONLY 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. .. CONSTRUCTION LENDING AGENCY - •.. - 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 IV/k LENDER'S ADDRESS iv/fr 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the 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 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 a p io of da (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ._- DATE ' WHITE: File YELLOW: Applicant PINK: Finance 2. CONTACT PERSON (If different from appllàent) Lou Qct4 O2c bid A1641 Jaia ca City of Carlsbad Bldg Inspection Request For: 09/26/2001 Permit# CB0002II Title: 4PLEX CONDO-10,110 SF+1765 SF Description: GARAGE Type: RESDNTL Sub Type: CONDO Job Address: 2534 NAVARRA DR Suite: Lot 0 Location: OWNER BARRATT AMERICAN Owner: Remarks: FINAL ON UNITS A & C Inspector Assignment: GG Phone: 7608022604 Inspector: LI Total Time: Requested By: CHUCK Entered By: CHRISTINE CD Description Act Comments 19 Final Structural ______________________________________________________ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical 019 W A Associated PCRs Inspection History Date Description Act Insp Comments 09/21/2001 89 Final Combo PA GG B & C UNITS ONLY 09/17/2001 89 Final Combo CO RC CORRECTIONS ARE ON BACK OF INSP CARD 08/23/2001 89 Final Combo CA RC 08/22/2001 89 Final Combo AP GG UNITS A.B.0 08/20/2001 89 Final Combo NR GG 07/16/2001 39 Final Electrical AP NF 07/16/2001 39 Final Electrical AP NF METER REL 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 06/06/2001 17 Interior Lath/Drywall AP GG SEE CARD 06/04/2001 17 Interior Lath/Drywall AP GG SEE JOB CARD 05/31/2001 14 Frame/Steel/Bolting/Welding WC GG 05/30/2001 14 Frame/Steel/Bolting/Welding AP GG SEE CARD 05/29/2001 17 Interior Lath/Drywall AP GG A & B UNITS 05/25/2001 17 Interior Lath/Drywall NR GG d City of Carlsbad Bldg Inspection Request For: 09/21/2001 Permit# CB000211 Inspector Assignment: GG Title: 4PLEX CONDO-I 0,110 SF+l 765 SF Description: GARAGE Type: RESDNTL Sub Type: CONDO Phone: 7608022604 Job Address: 2534 NAVARRA DR Suite: Lot 0 Location: Inspector: OWNER BARRATT AMERICAN Owner: Remarks: Total Time: Requested By: CHUCK Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Pi4 L3iilS ofi Associated PCRs Inspection History Date Description Act lñsp Comments 09/17/2001 89 Final Combo CO RC CORRECTIONS ARE ON BACK OF INSP CARD 08/23/2001 89 Final Combo CA RC 08/22/2001 89 Final Combo AP GG UNITS A,B,C 08/20/2001 89 Final Combo NR GG 07/16/2001 39 Final Electrical AP NF 07/16/2001 39 Final Electrical AP NF METER REL 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 06/06/2001 17 Interior Lath/Drywall AP GG SEE CARD 06/04/2001 17 Interior Lath/Drywall AP GG SEE JOB CARD 05/31/2001 14 Frame/Steel/Bolting/Welding WC GG 05/30/2001 14 Frame/Steel/Bolting/Welding AP GG SEE CARD 05/29/2001 17 Interior Lath/Drywall AP GG A & B UNITS 05/25/2001 17 Interior Lath/Drywall NR GG 05/25/2001 18 Exterior Lath/Drywall NR GG City Of Carlsbad Bldg Inspection Request For: 09/17/2001 Permit# CB000211 Inspector Assignment: GG 05/21/200 05/18/200 05/11/200 05/11/200 05/10/200 05/09/200 05/09/200 05/02/200 05/02/200 04/30/200 04/30/200 04/26/200 04/24/200 04/19/200 04/19/200 04/10/200 04/05/200 04/03/200 03/30/200 03/30/200 02/23/200 02/22/200 02/22/200 02/06/200 22 Sewer/Water Service 16 Insulation 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 14 Frame/Steel/Bolting/Welding 13 Shear Panels/HD's 16 Insulation 15 Roof/Reroof 16 Insulation 13 Shear Panels/HD's 15 Roof/Reroof 13 Shear Panels/HD's 13 Shear Panels/HD's 13 Shear Panels/HD's 15 Roof/Reroof 17 Interior Lath/Drywall 16 Insulation 17 Interior Lath/Drywall 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Welding 11 Ftg/Foundation/Piers 11 Ftg/FoundationlPiers 12 Steel/Bond Beam 21 Underground/Under Floor AP GG NR GG AP GG AP GG AP GG OK TO INSULATE "C" WC GG AP GG PRELIM OK KIT, M.B., I AP GG SEE CARD WC GG AP GG INT SHEAR SEE CARD WC GG AP GG SEE BACK OF CARD AP GG OKTOWRAP-CHECK CA GG AP GG AP GG SEE INSPECTION CAR AP GG PRELIM @ UNIT B AP GG. KITCHEN LID & STAIR AP GG AP GG AP GG AP GG AP GG AP GG "CR" LAUNDRY BOLTS © FRAME D YELL 01< TO INSULATE 51 7604761799 SEATTLE MORTGAGE PAGE 0]. Ct 21. L\\ August 21, 2001 TO WHOM IT MAY CONCERN: Regarding our purchase of the townhouse at 2538 ANavarro Drive, Carlsbad, CA. we are aware that the powder room is not painted and that the back splash is not completed in, the kitchen. These two items are not an issue for us. Sincerely, Jane /Anthony Garcia 1 6-21 -I 9:34 RECEIVED FROM:764751799 P.01 GeoTek Insite, Inc. FIELD OBSERVATION REPORT CLIENT: AVINWE SUPERINTENDENT: WO: (X2 tI).co PROJECT: ( /'P- A. DATE:S I 2 / Of LOCATION: Li,- ('.f.i (,4 FOREMAN: DAY: M TQTH F S S CONTRACTOR: ,t4 HOURS: / WORK IN PROGRESS ( ) ROUGH GRADE ( ) FINE GRADING C ) UTILITY BACKFILL ()PAVEMENT SECTION ( ) FOUNDATIONS ( ) WALL BACKFILL ( ) OTHER:_________________________ EQUIPMENT: I- COMMENTS !DISCUSSION ç:pg. Ztp-Thitf c 4+e'c9'u +i Lo-! sew. e /40 % (i'B. er o pA t,v'- % U, f4 dv tM k-L I £ - & -t - u - kv A & I-NO ccuZAd'. C.)*I3 r'J. I .1 LOCATION i!•i U Wpm M~mmm~mmm BY: V¼I ll PRINT NAME COPIES TO: CUENT REP_ CONTRACTOR - OThERS_______________ SIGNATURE: J\fi 11k_ ATTACH ADDITIONAL SHEETS AS NEEDED. THIS IS SHEET _OF —. 13 -- cityofCarlsbad. Final Building inspection AUG 7FRtBAD Dept: BuiIdi n Ianning CMWD St Lite Fire Plan Check #: Date: 08/14/2001, Permit U: CB0002I I Permit Type: RESDNTL Project Name: 4PLEX CONDO-10,110 SF+1765 SF Sub Type: CONDO GARAE Address: 2534 NAVARRA DR Lot: 0 Contact Person: Phone: Sewer Dist: Water Dist: Inspected Date 1 I By: - Inspected: i' ' Approved: Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: L%i% / - ON of Carlsbad Final Building INspection Dept: Building Enginee561 Clb—nnlr-fitMWD St Lite Fire Plan Check #: Date: 08/14/2001 Permit #: CB0002II PermitType: RESDNTL Project Name: 4PLEX CONDO-1 0,110 SF+1765 SF Sub Type: CONDO GARAGE Address: 2534 NAVARRA DR Lot: 0 Contact Person: Phone: Sewer Dist: Water Dist: Inspected By: 6? Date /7 I —)Inspected: GYApproved: V Disapproved: Inspected Date By: Inspected: Approved: _'Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: GeoTek Insite, Inc. FfflL OBSERVATION REPORT CLIENT: 'A'I1 4,,iej'.qJ SUPERINTENT: IM WO: d1zoI PROJECT: LA CogA V) ir DATE: at /0/ LOCATION: L4 Cos f4 FOREMAN: DAY: M T W(.F S S CONTRACTOR: $v(j./ 'e/& AA An/ D HOURS:- 0/ fl Ea OT WORK IN PROGRESS ( ) ROUGH GRADE ( ) FINE GRADING . ( ) UTILITY BACKFILL ()PAVEMENT SECTION FOUNDATIONS ( ) WALL BACKFILL ( ) OTHER:_________________________ EQUIPMENT: 7 L 'bc ice( .7 COMMENTS IDISCUSSION 12n ck ,4 0 f"Y e,?',4yIr-e-i> on Lo -r 4 ci. k'AuAiiD ulro coa4 toe 4e#1t pK4-1Zz.4-L. 11 4at( x4v4-reo tb wi1ituj 41d W;CI# f?er ~D;l Foli.q5 r/ 4 fo'- aon cit usIe kE h/1bf1 I:4 r TEST RESULTS 1I - I [.] N.Li i' Ir:1L.]li4It;I.NIl BY: (_,414 PRINT NAME COPIES TO: CLIENT REP_ CONTRACTOR - OTHERS________________ SIGNATURE: (. ATTACH ADDITIONAL SHEETS AS NEEDED. THIS IS SHEET j OF -. PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (858) 576-9110 F ________________________ NO .FORWEEK CERTIFIED INSPECTOR'S WEEKLY REPORT JOB jENDING P/ COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING 5f PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 OTHER____________________ 0 REINFORCED MASONRY 0 DEEP FOUNDATION JOB ADDRESS 255 A)4', Of (,,q4s4w6' BUILDING PERMIT NUMBER CaOOOZAD I PLAN FILE NUMBER OWNER OR PROJECT NAME / 4 Ak()c' ARCHITECT CONSTR. MAIL. (TYPE. GRADE. ETC.) C DESIGN 1,21)06 STRENGTH SOURCE OF MFOR. ENGINEER y DESCRIBE MAIL (MIX DESIGN. RE-BAR GRADE a MFGR.. WELD-ROD, ETC.) GENERAL CONTRACTOR 4',irn-r i A AT c4d4( CONTR. DOING REPORTED WORK So Cj W.44',i (oiX LAS. RECEIVING £ TESTING CONSTR. MATL. SAMPLES INSPEC. TION DATE ARRIVAL TIME. DEPARTURE TIME - DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC. WORK PICWC€S PIFOIATId ASOtJT—.SMOIW$ OF MATERIAL PLACED OR PERFOAMED NUlER TYPE $ BENT. NOS. OPTEST SAMPLES TAKER STAUCT. INSPECTED C(4ECTII5 (WELDS MASS. N.Y. ECLIE TORCUED) CHECKED: ETC. ZJz ôt4' a / ,ir Ci IA l /94i //c ô j j', tii4eQ7<d61 iCC4 ioi'ic, oAeeii" c5'±4fr'1 _____ / 2/04 a 4o ,o a,'#' or C /5, 644 0 ,/e r JV ,,/ic €'/ e2! c " ,,% c ,6 4 " OP - 41 '1, IeO c. me poe e 4? a/ ci ' a ,' ? cei A- 4' INSPECTOR toinwm_914 ' '4C/ SIGNATURE Al-a-4..i 4c DATE SIGNED 2, z3,6'/ CERTIFICANO.009/$'— c7 a5 *5 ED 10 REPORTS yU5 RECIIW_DSY REDAY OP 11* WEeC POU.OR$IBT) IASPSC11CN ATU. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, Unless otherwise noted, substantially complies with approved plane specifications and applicable sections of the building codes. This report covers the ,iocations of the work inspected only and does not constitute engineering opin- ion or Droject control. -. 16 a GeoTek Insite, Inc. FIELD OBSERVATION REPORT CLIENT: ruE Q CAi) SUPERINTENDENT: WO:C 2.OZ PROJECT: Aw c( DATE: MAW a9 I -o / LOCATION: r( ( FOREN: DAY: M TOM F S S CONTRACTOR: T N 7 j- / j,e4 HOURS:/0 I WORK IN PROGRESS ()'OUGH GRADE ( ) FINE GRADING C ) UTILITY BACKFILL ()PAVEMENT SECTION ( ) FOUNDATIONS () WALL BACKFILL1 ( ) OTHER:__________________________ EQUIPMENT: - E a. c 02 u — Wd!e k COMMENTS I DISCUSSION c. , . .,,j hF c LfPf . s a- 4 J,. 4. - • i.J -.. .-' TEST RESULTS TEST LOCATION DEPTH CONTENT DRY DENSITY SOIL UAXIOPT TEST TYPE RELCOMP I bid, - I.j) s. cjo ? 140 ai ti I!L,.t p 4 b' ,j' qt.6 > ck. -00 71) .#cS2 e -r 1 °lO 4 sIo .ceJc....( e..\ Eg 1. 1, q.j IiL4 I t- I' ( $ ( L,b' p ww -114-7. C e -.'c s7-1,, L II I 44 5 BY: /J '7) .1-0 N PRINT NAME COPIES TO: CLIENT REP_ CONTRACTOR - OThERS________________ SIGNATURE:/,. ArrAcH ADDONAL SH2rS AS NEEDED. ThIS IS SHEET -OF—. GeoTek Insite, Inc. FIELD OBSERVATION REPORT CLIENT; R1.i (. R 6411 L /1J4/: C "3 SUPERINTENDENT: WO: C— 7—g>2- t PROJECT: /J.' ) Lr,c . j- i / DATEcc/ C1 / 7 LOCATION: ( i c - C -, C FOREMAN: DAY:T W TH F S $ CONTRACTOR: 7,f1 J, HOURS: C! I WORK IN PROGRESS (ROUGH GRADE ( ) FINE GRADING ( ) UTILITY BACKFILL ()PAVEMENT SECTION FOUNDATIONS ( ) WALL BACKFILL ( ) OTHER: 2 COMMENTS I DISCUSSION f .5 77L.C. Cfr. #' 04 P 1..k 1A A 106Z.. . 1_.. .. t- -. r1 f L..L • __,l( _ L V .I( L. tL.. _ II A Al I TEST RESULTS TEST LOCATION ELEVI MOISTURE DRY SOIL - I TEST REL COMP NO. DEPTH CONTENT DENSITY TYPE TYPE Z! !e .h .Lp ce. ,,.'z. ,rn. P iLl, J (p.4 - ,11h.%000, in s ¶.t/ Al Cfl7 I' r" C IIIi A il if t1 /cf 9? HL . J. b ¶ -' . <Th t! gLj. I1g pI ' BY:JJ \ Z k 4 SIGNATURE:--it PRINT NAME ) COPIES TO: CLIENT REP_ CONTRACTOR — OTHERS . ATTACH ADDITIONAL SHETS AS NEEDED. THIS IS SHEET — OF_. GeoTék Insite, Iflc. FIELD OBSixVATION REPORT CLIENT: j3,41 RP TT A. M F.Cihi) SUPERINTENDENT WO:C Z2...1q PROJECT: i1- ç 6 ' / r .ic.rj f2 ;c%.tJ DATE:4 I I LOCATION: ri ç FOREMAN DAY: M T W THOS S CONTRACTOR: -y 1fl 0J 1-( HOURS: Cl I WORK IN PROGRESS ((ROUGH GRADE C ) FINE GRADING ( ) UTILITY BACKFILL ()PAVEMENT SECTION ( ) FOUNDATIONS ( ) WALL BACKFILL ( ) OTHER: EQUIPMENT: o /. YC,j-4-,-- 4i Sr' c Cbc4!eC 1L I rL ,.Jz Ie U. !1 k1 pIo-J.. SfL •vJ-.. :.. TEST RESULTS TEST NO. LOCATION ELEVI DEPTH MOISTURE CONTENT DRY DENSITY SOIL TYPE MX I OPT TEST TYPE ° 11 I,!- é. yq ,itg A WI, Al g7 1.1r o,Ie L,'lQ q. if A .J ?' l!1 /J q0.4 2.0 hA- -. ... - ____ g.i i It. t A X2 q.cj IILj.'L A .E I i- ? ____ .2 ,z2- A.AL JAA cg 111.0 A 2.2.4 L(-. " I It)Jt 1I1' A . BY: JA2Ai~,f-&c\ I SIGNATURE!-)4_' PRINT NAME COPIES TO: CLIENT REP_ CONTRACTOR- OThERS________________ ATTACH ADDITIONAL SHEETS AS NEEDED. This is SHEET - OF_. GeoTek Insite, lire. FIELD OBSbILVATION REPORT CLIENT: SUPERINTENDENT: WO: of 2 c,2 PROJECT: (cC Icrcc. h"c DATE: Ic,l/_Z..00' LOCATION:. A - FOREMAN: DAY: M w F S S HOURS'9i/ WORK IN PROGRESS ( ) ROUGH GRADE ( ) FINE GRADING ( ) UTILITY BACKFILL () PAVEMENT SECTION y( ) FOUNDATIONS ( ) WALL BACKFILL ( ) OTHER: -- COMMENTS! DISCUSSION /o ç '-T V,fl ;. ,•. c .f n .-.-.--- I. L - 'I..- i.'t.. -• ,9c f • I .1 ..-. s .. . I L...4 4 TEST RESULTS TEST NO. LOCATION .. ELEVI DEPTH NOWMRE CONTENT ov DRY SOIL MAXIOF TEST RELCOMP R I TYPE C1 . , 2. i ll~ - g. _____ c <c• ,-i 1...f 7 ( ii. 2 1,Lp. ., • -. g0 c6o 1I..1 ftir io-c 1022.. BY: , 1b PRINT NAME COPIES TO: CLIENT REP_ CONTRACTOR — OThERS________________ SIGNATURE: /V'-<,j..'L d- A1TACH ADDITIONAL SHEETS AS NEEDED. THIS IS SHEET — OF_. 1 GeoTek Insite,Inc. . FIELD OBSERVATION REPORT CLIENT: A IT s C iii SUPERINTENDENT: WO:- 24 t PROJECT: lol C, taCø Sc 3o'4L R. LLcvJ DATEM') / 3a / LOCATION: Co.-Lc tc. d . ( cJ FOREMAN: - DAY: M T W $ S CONTRACTOR: 7',ti 7 L. . 1 H HOURS: 91 I - WORK IN PROGRESS ( ) ROUGH GRADE ( ) FINE GRADING C ) UTILITY BACKFILL ()PAVEMENT SECTION ( ) FOUNDATIONS ( ) WALL BACKFILL, ( ) OTHER:_________________________ TEST NO. LOCATION ELEVI DEPTH MOl=RE CONTENT TYPE DRY DENSITY SOIL MAX IOPT TEST TYPE REL COMP A io - 51-P c 15" isc. 2 , 04 Al ri,. in .11 iih' A ct( 6 19 i,L j f4 I, s A (Toe) 1144 9.9 44 )J, pa.. e4- 11,6p\ Ags I.N II 111fl 5 91.6 _ ..................... BY: AJA 24A Lh MI PRINT NAME NL COPIES TO: CLIENT REP_ CONTRACTOR — OThERS________________ 2 SIGNATURE: - I) ATTACH ADDITIONAL SAEETS AS NEEDED. THIS IS SHEET — OF_. ..-'--.-...------------.-.-'-..-,..- -.-----.----.- -...-"---.'-.-. l GeóTek Insite, Inc. -- -= .Repo4 No. I4Z. INSPECTION REPORT KV Project Name: A GTI 0 -4 173 Address: 14 (..+ , - 'sL, VAIC o4 7)Q (g i` AN roM Client: General Contractor: (, Building Permit #: - Plan File #: Government Contract #: ,J - Architect: Other: DSA #:____________________________________________________ . OSHPD #:___________________________________________ Engineer:____________________________ INSPECTION Concrete - Prestress Concrete - Masonry - Structural Steel Fireproofing - Deep Foundation Non-Destructive - Batch Plant Soils Technician - Mechanical - Electrical Epoxy Installation Roofing Waterproofing - Inspector of Record Specialty . 5$ MATL SAMPLING Soil Base — Subgrade Asphalt Concrete Concrete Cylinders - Conc. Flex Beams - Reinf. Steel _Tendon (PT Strands) - Mortar Samples - Grout Samples — Masonry Prisms Masonry Block 'Steel t H. S. Bolts - Fireproofing Roofing QTY. ______ _______ _Other MATERIAL DESCRIPTION - Rinf: Reber Rini' W.W.F. - RIM: Tendons - Units: Block - Units: Block - Steel H. S. Bolts Other t 'tJ Conc: Mix H/psi CORRECTIVE ACTION: 2 - Conc: Mix H/psi - Conc: Mix H/psi Grout: Mix H/psi Mortar Type/psi Metal Decking CORRECTIONS COMPLETED: _Electrodes - Fireproofing --Remarks: - It. • I & 1rAI4S2.'ti, .t c r j I s I f1P 1 A (Ait. 4C, '4.. (4 F44,,v I e -t -. - ... ,, C. ir1.c e 4- ty\rq t, 'I s too 41, &tprr,4, Field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the ap'4proved plans and specificatons and the workmanship provisions of the applicable code. 1 INSPECTOR'S NAME: l3ii. be I CERT NO.:Ez5ó7Y * (Piit Name) INSPECTOR'S SIGNATUREJ1 - DATE: 3-4-01 EsGil Corporation 2n Partnership with government for Bui&uing Safety DATE: APR. 21, 2000 13 APPLICANT JURISDICTION: CARLSBAD 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 00-211 (Lot 56) SET: IV PROJECT ADDRESS: 2534 NAVARRA PROJECT NAME: 4-PLEX (CONDOS) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. - The applicant's copy of the check list is.. enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of thecheck list has been sent to:. -c: 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: Per applicant the following items have been deferred, city to verify: # 1): Provide complete water line sizing calculations. Showressüre, 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 submitted one set of plans to EsGil for review. By: Ali Sadre Enclosures: Esgil Corporation 0 GA MB 0 EJ D PC 4/19 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation 2n Partnership with government for Building Safety DATE: MAR. 22, 2000 El ANT JURISDICTION: CARLSBAD 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 00-211 (Lot 56) SET: III PROJECT ADDRESS: 2534 NAVARRA PROJECT NAME: 4-PLEX (CONDOS) 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 El GA [] MB 9 EJ 9 PC 3/16 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 0 (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 00-210 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.: 00-211 PROJECT ADDRESS: 2534 NAVARRA PROJECT NAME: 4-PLEX (CONDOS) O APPLICANT JURIS. O PLAN REVIEWER O FILE SET:I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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: By: All Sadre Enclosures: Esgil Corporation D GA 0 MB D EJ PC 1/20 trnsmtt.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 00-211 JAN. 27, 2000 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 00-211 OCCUPANCY: Ri/Ui TYPE OF CONSTRUCTION: V-iHR. 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 CARLSBAD 00-211 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. 6. 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 B & 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 00-211 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 eave 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 00-211 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 XJD2. 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 00-211 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 00-211 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 3/4" 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 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 All Sadre at Esgil Corporation. Thank you. CARLSBAD 00-211 JAN. 27, 2000 . SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2534 NAVARRA PLAN CHECK NUMBER: CBOO.211 OWNER'S NAME:&6gMY_-&,A0 ar I. as the owner, or agent of the owner (contractors uiy not employ the special inspector). certify that I, or the architecVengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site Iised abcve. UBC Section 106.3.5. Sig I, ~ion neer/rchitect or record, cerlify that I have prepared the folk,wir special ins ograrn as required by UBC Section 106.3.5 for the construction project located at the site us d ap. Scal , 1. List of w&k requiring special inspection: Soils Compliance Prior to Foundation Inspection 0 Field Welding O Structural Concrete Over 2500 PSI D High Strength Bolting O Prestressed Concrete 0 Expansion/Epoxy Anchors O Structural Masonry 0 Sprayed-On Fireproofing O Designer Specified S Strong Walls 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: A. rS /#i#m L'v'.3I iq.:',rr sh:.lI C?U.Ck in W,?h II... C.ty nci tin.. rui jjprnl P2!. uiqI:rg work oi ite :OD CARLSBAD 00-211 JAN. 27, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-211 PREPARED BY: All Sadre DATE: JAN. 27, 2000 BUILDING ADDRESS: 2534 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 j Plan Check Fee by ordinance: $ 1,891.89 Type of Review: M Complete Review n Structural Only Ej Hourly Repetitive Fee Applicable M Other: Esgil Plan Review Fee: $ 378.38* Comments: 13* of permit fee (Similar to P/C # CB-00-21 0). Sheet I of I macvalue.doc 5196 EsGil Corporation 2n Partnership with government for Bui&1ing Safety DATE: JUNE 131, 2000 JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-211 (REV. # 1) SET: I PROJECT ADDRESS: 2534 NAVARRA - LOT # 56 PROJECT NAME: 4-PLEX (CONDOS) L31,AELCANT JURIS. O 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. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. AD Person contacted: Telephone #: Date contacted: (by: ) Fax #: / /J1 Telephone Fax In Person _....- V applicant the following items were deferuiy to verify: # 1-): Provide complete water line sizing calculation Show pressure, fixture units, GPM & maximum developed length. # 2): Provide complete gas le4zing calculations. Show total CFH input and maximum developed length. Show all equipment. # 3>PFovide complete drain, waste and vent plans. The applicant only submitted one set oj.1ns to EsGil for review. *TRUSS SHOP DRAWINGS! CALC'S,1 REVISIONS TO STUD SIZES UNDER THIS PLAN CHANGE. By: Ali Sadre Enclosures: Esgil Corporation DGA C] MB DEJ DPc 6/7 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I 1 CARLSBAD 00-211 (REV. # 1) JUNE 139 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-211 (REV. # 1) PREPARED BY: All Sadre DATE: JUNE 131, 2000 BUILDING ADDRESS: 2534 NAVARRA BUILDING OCCUPANCY: R1/U1 TYPE OF CONSTRUCTION: V-1HR. 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 Ej Bldg. Permit Fee by ordinance: $ 1994 UBC Plan Check Fee fl Plan Check Fee by ordinance: $ 108.94 CITY FEE Type of Review: Complete Review Structural Only J Hourly fl Repetitive Fee Applicable Other: Esgil Plan Review Fee: $ SEE ABOVE Comments: Sheet I of I macvalue.doc 5196 -ci-tv of Publii BUILDING PLANCHECK CHECKLIST DATE: - /0- Q . PLANCHECK NO.: CB 6(702— /1 BUILDING ADDRESS: ZSY-f PROJECT DESCRIPTION: DESCRIPTION: FcI 2E?C ASSESSOR'S PARCEL NUMBER: 211, - rio- 3 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL I DENIAL The item you have submitted for review, has been Please 'see7f1attached report of deficiencies approved. The approval is based on plans, marked wi'D rhke'necessary corrections to plans information and/or specifications provided in your or specifca1rt for compliance with applicable submittal; therefore any changes to these items after codes and standards. Submit corrected plans and/or this date, including field modifications, must be specifications to this office for review. 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. Date: 3-/0 -013 0 A Right-of-Way permit is required prior to construction of the following improvements: - Date: L57- By: - Date: : 'FOR,FICIAL USEONLY ENGINEEUNG AUTHORIZATION TO ISSUE BUILDING PERMIT ' D fe ate 2_c ATTACHMENTS. Dedication Application Dedication Checklist 0 Improvement Application Improvement Checklist• El Future Improvement Agreement Grading Permit Application Grading Submittal Checklist 0 Right-of-Way Permit Application O Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet . ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Address: 1635 Faraday Av, Carlsbad, CA 92008 Phone: (760) 602-2781 - CFD INFORMATION Parcel Map No: Lots: Recordation: • Carlsbad Tract: A-4 - gpAwuanDaópnCoc 92001-7314 • (760) 602-2720 • FAX (760) 602-8562 M) qq-i BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST//"2ND/ 3RD/ Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Property Lines )C. Existing & Proposed Structures J. Easements Existing Street Improvements / Right-of-Way Width & Adjacent Streets /G. Driveway widths Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 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 following Engineering Conditions of approval for /0 9 9 c44 O4( q9-o ) is cyplo-4 A. 4id '1,) N. "' " eA 4 U b. All conditions are in compliance. CLt1ctD U H:WORORid,DODjmefltSBUDdiflg petmft p1011 checkslBuilding Planchedi Cldst BP000I Form OR.doc Rev. 913197 Date: BUILDING PLANCHECK CHECKLIST / 2ND/ 3R01 DEDICATION REQUIREMENTS IST/' iY U U 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 h/2I 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 U U 6a. All needed public improvements upon and adjacent to the building site must be constructed at time I 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: U U 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: H:WORORIdDocuments8uildIng permit plan chedrstBi(ilding Ptantheck Cldst 8P000I Form ORdoc Rev. 913197 BUILDING PLANCHECK CHECKLIST 1t1 2nd/ 3rd/ II 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). U 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 grading 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.) ci U U 7d. No Grading Permit required. U U U 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 U U 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 r-k-inct rde-b are not limited to: street improvements, tree trimming, iveway construction, eing into, public storm drain, sewer and water utilities. • Right-of-Way permit required for: c\,k 14,1 11C 4- c-' r. H:WORDWdDaQjmentSBuildinD pennil plan théCkSBWlah Planthed, CI,lat 8P000I Form OR.doc Rev. 913197 59 BUILDING PLANCHECK CHECKLIST 2u1d 3 r 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. LI LI 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad V 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: 0//Q LI 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. "quired fees are attached . . LI No fees required Additional Comments: H:WORORicDac,nnentsBuIIng permit plan checkslftftng plantheck Cidsi BP0001 Form DR.doc Rev. 913197 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET o Estimate based on unconfirmed information from applicant. O Calculation based on building plancheck plan submittal. Address: 2 S3f NtJ(Vg,.-.. Bldg. Permit No. Prepared by: D RI 14.. Date: 3-10 Checked by: _______ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Cwv,)t) Sq. Ft./Units:______________ Types of Use: Sq. Ft./Units:______________ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: 1"4AO0 Sq. Ft./Units: Types of Use: Sq. Ft./Units: Date: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) /NO 0 1. PARK-IN-LIEU FEE PARK AREA & #: 'b 9. 4' / FEE/UNIT: X NO. UNITS:______ 112. TRAFFIC IMPACT FEE ADT's/UNITS: jij X FEE/ADT: -.672-- = $26g'j / ZONE TRANSPORTATION ADTS X $10 =$___________ BRIDGE AND THOROUGHFARE FEE (01ST. #1 DIST. #2 DIST. #3 'I, ADTs/UNITS:17 X FEE/AOl:LI2L-f =$___________ 114. FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ. FT.: • X FEE/SQ.FT./UNlT:310 =s Z4D 14 0 5. SEWER FEE 0JERMIT No. EDU's: X. FEE/EDU:______ BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:________ 6. SEWER LATERAL ($2,500) 0 7. DRAINAGE FEES PLDA : HIGH._ /LOW ACRES: X FEE/AC:__________ 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 LOIS HUMPHREYS President DAVID KULCHIN Director ELAINE SULLIVAN Director JUDY HANSON Director ALLAN JULIUSSEN 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 KI District Office: 1960 to Costa Avenue, Carlsbad, California 92009-6810 • (760) 753-0155 • FAX (760) 753-3094 Pnnted on retyded paper. Engineering, Planning, Corporate Office: & ASSOCIATES, INC. Environmental Sciences and 605 Third Street 760.942.5147 Professional Teams for Complex Projects Management Services Encinitas, California 92024 Fax 760.632.0164 April 26, 2001 Job #2317 Mr. Frank Jimeno City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 RE: Navarra Drive in La Costa South Unit No.], Lots 56 & 57 Proposed storm drain revision - Dear Frank: It is our understanding that our client, Barratt American, is proposing a revision to the private drainage system for the subject project, as shown on the attached sketch.. Please be advised that we have analyzed the revised project hydrology and found that the single 8-inch storm drain located between the structures on the subject lots has adequate capacity tc% handle the tributary 100-year runoff. If you have any questions or require additional information please feel free to call. Sincerely, Dudek & Associates JewL Daniel C. Groth, PE Attach. F. U LOT 56 IT O e . 1! J___• / / F, •'-- \ L I 2O lb All 'PVc.. fff J AIl.CZ .--- 7 G?JAcE) 0+1(NSTALL AIf h PE L.C.W.D. S 2vc..v t4Elm 5r CMAcE T CMlAC -% / £LE'r6' ....... c2 '.. I- V a OuTLT '.• TC LOT 57 E I r r r Dip a_a, eF GAICAGE O114 Lcr' - c cc 2uXO 2OO CARACt. Cl 61 •.-.:::__.._' S I - .. 20.0 IDE SEWER EASlNT: — •C.W.O. PER DOC. ...•: ........•.:;•- . :.. T?P L SEWER L A P R 17 (SEE SEWER LATERAL TAB f 4 . • 0. ."t T.C.ELEV= 6151 " ?C. TO B A R R A T T 'I 5-7-01 City of Carlsbad Mr. David Rick RECEIVED 1635 Faraday Ave. Carlsbad CA 92008 MAY 072001 Re; Plan Revisions ENGINEERING Building permit #CB000210 and CB0002I 1 DEPARTMENT Dear David, As part of a review of plans and details for our building permits at 2534 and 2538 Navarra Drive, we have chosen to make some basic changes to the Drainage to lot #56. By now having both lot 56 and 57 under the same condo plan the it is more effective to have one main drain system. As well these changes are justified in order to accommodate the space needed for the electrical utilities and the simplification of the drainage system. We have enclosed a letter of review from our civil engineer, Dudek And Associates. These changes are for the improvement of the project in helping to establish a more compatible plan. As we have discussed earlier this year we will be doing an as-built plan to reflect these changes. Please call me if you have any questions at 760-930-0356. Thanks for your help. Sincerely Lou Ochoa Project Manager Barratt American Barratt American Incorporated 2035 Corte Del Nogal, Suite 160, Carlsbad, CA 92009 (760) 431-0800 Contractor's License No. 407512 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB OOO Address 9 534 Na4xiu,& [ Planner Barbara Kennedy Phone (760) 602- 4626 APN: IU,-(no-35 Type of Project & Use: 4- Net Project Density: DU/AC Zoning:D - F-'\ General Plan: g44 Facilities Management Zone: G' cnj CFD, On/ _____Date of participation:_________ Remaining net dev acres:______ 1 I Circle One CM (For non-residential development: Type of land used created by : : this permit:________________________________________________ Legend: Item Complete fl Item Incomplete - Needs your action Environmental Review Required: YES $ NO TYPE CIASS 3 DATE OF COMPLETION: J118/ Compliance with conditions of approval? If not, state conditions which require action.. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. Cf_'t' - OTHER RELATED CASES: F4.5'1107 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __vjecf'r&.0 bc,es-i.kcL_as _ 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 PlaAs as ."Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. H:ADMiN\OUNTER\BidgPlnchkReiChkist )4 r-1 F-1 Inclusionary Housing Fee required: YES ( NO 4X (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES V NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: Wj E Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2vt4 c4v,ci*_ v40&_e. LcLt, uii-w.L-tts, .1 (5 .Q*.-. 'hoi archi-kc,4wJ pjec s/.Iuin,i 3/ Co,ires d". Ic. 5koci le ir.e Provide legal description of and assessor's property parcel number. . den i5 - -. Zoning: 3hDA s4c.t- 5-k pie-n- jJ 1. Setbacks: - . i& -IV Front: Required Id eyn 4yr. Shown Interior Side: Required Sl Shown Street Side: Required ---- Shown Rear: Required (0' Shown f• •• ( 'sec.*br oJu i I d-'i 6e.Floc.c..k 4o w st D pL. ('i I o' 2. Accessory structure setbacks: Front: Interior Side: Street Side:. Rear: Structure separation: Required Required Required . Required 7 Required Shown Shown Shown Shown 7 Shown 3. Lot Coverage: Required 602 !tn-(. Shown E ED 4. Height: Required 35' h1t. Shown tl o.. ?kse. eic.io . Sk..ø Lcc4c6# .4?%w4ki 5. Parking: Spaces Required CAoA..'e.'L Shown 8' ao444. Guest Spaces Required Additional Corn M". walk W. II ' ,. 2i' x 2.e' g€iji. Shown .Q. .a 4. LQAJ. ) b() iv4ev'or kz , pijeda._ Ajr . fItC- '-,t . ctk4 uoLdtA jtig4 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE €ct2øe"4' rvr ôi,t4 ee . I 4Pet' JI(D- (1O — 5iLa £2e * H:\ADMlNCOUNTERBldgPlnchkRevChklst cy. Lo LOVELACE ENGINEERING 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 ENC1NITAS, 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 9clz / LA 00 La LOVELACE ___ENGINEERING OF (1 3i1Dcii and fltle 24 b CALCULATED BY _ DATE ______ 6496 Weathein Place • Suite 200 San Diego. Califonla 92121 CHECKED BY _________________________ DATE 619.535.9111 mmm 619.535.1989 Ibx SCALE TABLE OF CONTJT5 SUBJECT SWEET DESIGNCRITERIA ...................................................................................................................... LOADS................................................................................................................................ VERTICAL ANALYSIS/DESIGN ............................................................... FOUNDATIONS / RETAINING WALLS LATERAL ANALYSIS/DESIGN ................................................................................ DETAILS............................................................................................. -. • c:::? A.u,I'IGMZ you I11I L JOB 1clv,, / LA tIAJTA 4' SHEET NO. _______________________________ OF CALCULATED BY DATE CHECKED BY ___________________________ DATE _________________ SCALE LOVELACE ENGINEERING Structund Design and TItle 24 Energy AnalysIs 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 phww 619.535.1989 fax CTA GOVERNING COPE: USC I1 CONCRETE: Fc:2000 psi, NO SPECIAL INSPECTION REQD. (U.N.O.) MASONRY: ASTM CSØ, Fm: IØØ psi, NO SPECIAL INSPECTION REQ'D (U.N.O.) MORTAR: ASTM C210, F'c:ISØØ psi, TYPE S GROUT: ASTM C41, F'c:2000 psi REINFORCING STEEL: ASTM AI5, F: FOR 03 AND SMALLER ASTM 4I5, Fy: &Oksf FOR 04 AND LARGER (U.N.O.) STRUCTURAL STEEL: ASTM A3, F. 3ks1 (STRUCTURAL SHAPES d PLATES) ASTM AØØ, GRADE S. Fj= 4ksF (STRUCTURAL TUBING) ASTM A3, GRADE 5, Fy: 35ks1 (STRUCTURAL PIP!) WELDING: E10 SERIES-TYP., EØ SERIES FOR A615 GRADE 60 REINFORCING BARS SHOP WELDING TO SE 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-VS FOR CANTILEVER CONDITION SOIL: ALLOWABLE SEARING PRESSURE : psr ACTIVE SOIL PRESSURE = per ACTIVE SOIL PRESSURE(RESTRAINED) : ______pc PASSIVE SOIL PRESSURE = pci' 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 I ENGINEERING . ;.;SHEETNO. _________________________ OF . Ds CALCULATED BY DATE 1 6496 Wth Place • Suite 200 San Diego. Califbrnia 92121 CHECKED BY • DATE 619.535.9111 619.535.1989 Thx SCALE 1 5 3 •. .................... . S S ...... ROOF DEAD LOAD: ROOFING(TI L- ) .........................................................t. PS r SHEATHING...................................................................................1.5 RAFTER/CEILING JOISTS OR TRUSSES ..................... ................. 4.0 INSULATION...................................................................................1.5 DRYWALL.....................................................................................2.5 OTHER (ELEC., MECI., MISC.) ....................................................05 TOTAL DEAD LOAD: 7- .0 pef LIVE LOAD: 1(0.0 psf TOTAL LOAD: %0 per FLOOR DEAD LOAD: FLOORING ( ) ..........................................2.0 per LT. fr4EIG1-41 CONCRETE .L/kJr-M To SHEATHING...................................................................................2.0 JOISTS...........................................................................................3.5 . DRYWALL ....I.....................................................2.5 OTIER (ELEC., MECW.. MISC.) ....................................................3.0 TOTAL DEAD LOAD: 7-°.0 pSf LIVE LOAD: (RESIDENTIAL USE PER USC CHAPTER I) 40.0 per TOTAL LOAD: . - (3.Ø psr pLo.4. -50-0 Psf - EXTERIOR WALL DECK/OTWER ,.0 psf .0 2.0 3.5 10.0 1.5 '2.°.0 per 60.0 peE 60.0 PS, C' 4TIL (_z,.o p STUDS......................................................... 1.0 per DRYWALL................................................. 2.5 INSULATION ............................................... 1.5 EXTERIOR FINISH (v — ) ................. 1 0.0 OTHER (MISC.) ......................................... 1.0 TOTAL LOAD: lIp .0 per INTERIOR WALL STUDS.............................................................................................1.0 per DRYWALL.....................................................................................5.0 OTHER(MISC.) .............................................................................1.0 TOTAL LOAD: •l.O per - ..'----.-- -...-- - - S S . ENGINEERING L Suctwi1Dcaign and Tltic 24 MmmVAa.1ys$a I LOVELACE -I 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 w 619.535.1989 Fbx JOB • ggo SHEET NO. ___________________________ OF (f) • CALCULATED BY ________________________ DATE CHECKED BY SCALE DATE - • 1 VflC&.- ANAi_1'515 / E5IG'4 LEVEL: oo MEMSERS: 14ADt.4 MA(: I1 SPAN :O FT. UNIFORM LOAD I.*41: p) : aZ- PLF 12: : PLF LBS : LBS ',41cl LBS Rr: = ' LBS Vrnax: = 4k1° LBS Mmax: = I FT-LBS Ireq: = - IN USE: ói 12- GRADE: ç_ _I CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: -SPAN :____ FT. [J UNIFORM LOAD WIC = PLF N2: = PLF : LBS = LBS RI: : LBS LBS Vmax: : LBS Minax: • = FT-LBS Jreq:•=IN USE: GRADE: CAMBER: I4ARDNARE:_______ OR GRADE: CAMBER: HARDWARE: MA(: SPAN: FT. 0 UNIFORM LOAD HI: : PLF H2: : PLF P1: : LBS - P2= : LBS RI: = LBS = LBS vnlax: : LBS Mmax= FT-LBS .4 Iraq : = IN USE: GRADE: CAMBER: HARDWARE: OR • GRADE: CAMBER:I4ARDHARE:_______ - ..• . . - . •'.::, L LOVELACE ENGINEERING Suctum1 Des* and TItle 24 EncrV Analplm -1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 P1cne 619.535.1989 Thx JOB SHEET NO. ___________________________ OF kJ() CALCULATED BY _____________________________ DATE CHECKED BY ________________________________ DATE SCALE LEVEL: MEMBERS:.. IVVS4 - MARK: .I.L.SPAN: FT. 0 UNIFORM LOAD lii- PLF 1' N2: = PLF 4 P1: LB5 P2 z.(z/zX3(, Ti'3OLBS t 1. s' RI: •. :jio LBS 1 " Vmax: LBS Mmax: = — FT-LBS Ireq: •..._. .. : IN4 USE: GRADE: CAMBER: HARDWARE: OR •._._L_CRADE: CAMBER: HARDWARE: MARK: SPAN:— FT. fl UNIFORM LOAD NI: : __PLF PLF = LBS : LBS RI: = LBS Ri: : LBS VITh3x: : LBS Mn,ax: = FT-LBS Ireq: -. : IN' JSE: GRADE: ----CAMBER: IIARDk4ARE: GRADE: CAMBER: HARDWARE: MARK: .,.--SPAN= . FT. 0 UNIFORM LOAD NI: : PLF 1-42: : PLF P1= LBS P2: = LBS RI: LBS Ri: = LBS Vmax: : LBS Mmax: = FT-LBS req: ._.... - ..— = IN - ISE: GRADE: CAMBER: HARDWARE: GRADE: CAMBER: HARDWARE: L LOVELACE ENGINEERING Sucturu1 Dc3ign and Title 24 MmeWAnaIysa J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989.Fix JOB SHEET NO. _____________________________ OF CALCULATED BY DATE CHECKED BY _________________________ DATE _________________ SCALE LEVEL: _______________ MEMBERS:. 1e1 MARK: L_SPAN: ilj.( FT. UNIFORM LOAD NI: -.146E . 055 —PLF N2: : PLF P2= LBS RIZ LBS __-7,1DQ = 'LBS Vmdx: : 27° LBS Mmdx: FT-LBS red: :IN USE: '9Y4%+ GRADE: '- LA r-i CAMBER: _ARDNARE: OR GRADE: -. CAMBER:HARDWARE: MARK: V SPAN: ..Lcl_ FT. UNIFORM LOAD k1I:PLF N2: : PLF : LBS : LBS RI: : LBS Rr: " LBS Vinax: -- -.-..-.-. --. ..!....Sim LBS Mn,ax: -- _•___________• .7,.2ik FT-LBS I USE: Oy14 GRADE: P-t.,orl CAMBER: - -. HARDWARE: I OR _.__. GRADE: CAMBER: - HARDWARE: MARK: SPAN: .J. FT ] UNIFORM LOAD NI: ID.c/z.(c,o p,.)'1(.IP4c-) PLF N2: = PLF : LBS : LBS RI: LBS Rr LBS Vmax: - - . . ..............- LBS Mmdx: : FT-LBS IN - USE: '1i%'f GRADE: ?-r"1 CAMBER: HARDWARE: OR GRADE: CAMBER: I4ARDNARE: L LOVELACE ENGINEERING Shuftual DeMp and TItle 24 En, Anu1yIa _1 6496 Weathers Place 'SuIte 200 San Diego. California 92121 619.535.9111 P?wne 619.535.1989 Thx jos ctiv3o SHEET NO. 7 OF CALCULATED BY CHECKED BY SCALE DATE DATE LEVEL:_______________ MEMBERS: f..ciM MARK: .tSPAN: FT. El UNIFORM LOAD NI: iYt-iX) 2..PLF N2= = PLF I ( -Vj..'7) LBS P2: = LBS ' RI: =(jZ59_LBS Vmax: :LBS Mmax: L';f1$. FT-LBS USE: 14- GRADE: F CAMBER: HARDWARE: OR GRADE: CAMBER: -- I-IARDNARE: MARK: ..K-'5 SPAN: &S- FT. UNIFORM LOAD 11_FLF . P N2 : PLF LBS P2: LBS RIM - . 4!_L5S : "LBS Vmax: : 11i LBS Mmax- : FT-LBS USE: GRADE: Lpr'2 CAMBER: HARDWARE: OR -. GRADE: CAMBER: HARDWARE: MARK: f0 -SPAN:. FT. j] UNIFORM LOAD NI: ---.- ......----...---..... = PLF P -.--.-- I N2: = PLF Pt: :%841Z .LBS P2: J5 _LE S RI: •....______.._..____:LBS I-a Rr:. = i so-qLSS - Vma X: - -----..-—. - •=_ I 9t LBS Mrnax: ....___L......- : g94 FT-LBS Ireq : (.*--_i.Of): 'I' IN' ,'T USE: GRADE: r-&.ori CAMBER: 1- HARDWARE: OR ____ GRADE: CAMBER: 14ARDk4ARE: ., L LOVELACE ENGINEERING Suciura1 DeWV and TItle 24 EnwV -1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 one 619.535.1989 Fax JOB SHEET NO. —OF 1O CALCULATED BY DATE CHECKED BY DATE SCALE LEvEL:... MEMBERS: MARK: -4--1 SPAN: t FT. UNIFORM LOAD WI= .Lc_ itPLP N2: = PLF P1: = LBS = LBS RI: ..--------.---.-----.----.---.-------.. :10,L65 = " LBS Vrnax= :10 Sc f& LBS Mrnax: :Zt4tI FT-LBS Ireq: . O vta' P4%) USE: £/4i' GRADE: ?ot1 CAMBER: I-lARDN.RE: OR GRADE: CAMBER: I.4ARDNARE: MARK: SPAN: FT. El UNIFORM LOAD N2: : LBS : LBS Vmax: : LBS Mmax: : FT-LBS Ireq: = USE: GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: _.5PAN: FT. NI: N2: RI: Ri: Vrnax: Mmax: UNIFORM LOAD = PLF PLF LBS LBS LBS LBS LBS FT-L55 Ireq: •._ IN USE: GRADE: CAMBER: WARDIA1ARE: OR _____ GRADE: CAMBER: -- HARDWARE: L4 LOVELACE ENGINEERING 3uctwa11DeaIgn and Title 24 £fl? Ana1ysa _i 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Rione 619.535.1989 Fx JOB 99ZO SHEET NO. —OF Q10 CALCULATED BY _____________________________ DATE CHECKED BY ___________________________ DATE SCALE LEVEL: MEMBERS: D MARK: t*k SPAN: FT. UNIFORM LOAD NI: . .z.4PLF N2= = PLF : LBS = LBS RI: :LBS "LBS Vmax: LBS Mn,ax: -. _.... .. ._llL FT-LBS irecj: (I.io6i,) -- : JI 1 N USE: (0111. 4 GRADE: .sivvf .CAMBER:HARDWARE: OR GRADE: t CAMBER: FARDN4RE: - MARK: _SPAN: FT. U UNIFORM LOAD _____ : PLF N2: .FLF Pie : LBS P2: : LBS RI: : LBS Vn,dx: = LBS Mmax: : FT-LBS :1N4 I USE: GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: SPAN: FT. 0 UNIFORM LOAD PLF PLF LBS LBS = LBS LBS = FT-LBS MARK: NI: N2= P1= P2= RI: Rr= Vmax: Mmax: reqz - = iN JSE: GRADE: CAMBER: HARDWARE: GRADE: CAMBER: HARDWARE: L LOVELACE ENGINEERING Sactura1 DcsIa and TItle 24y Analysis _l 6496 WeatherIt Place • Suite 200 San Diego. California 92121 619.535.9111 P?'wie 619.535.1989 Fax JOB SHEET NO. tO OF \.() CALCULATED BY ___________________________ DATE CHECKED BY DATE SCALE LEVEL: MEMBERS: _! MARK: 6j_5PAN: I1GX FT. UNIFORM LOAD LW-11:-PLF N2: : PLF = LBS RI: :J44k LBS Ri: : —_'LBS Vmax: J4iiLBS Mmdx: :31O FT-LBS Ireq: c_j) ...------:Ià11IN4 USE; •3,p GRADE: ?—L1or4 CAMBER: I-IARDi.44RE: OR GRADE: CAMBER: - l-IARDNARE: MARK: _SPAN: ........ FT. 0 UNIFORM LOAD HIS : PLF 1,42: . : PLF Pt: P2: : LBS RIZ = LBS Vmax: : LBS Mmdx: : FT-LBS Ireq _._ IN' USE: GRADE: CAMBER: I4ARDNARE: OR GRADE: CAMBER; HARDWARE :- MARK: - HIS N2: RI: Vmdx: Mmax: SPAN: FT. O UNIFORM LOAD PLF PLF LBS = LBS LBS LBS LBS FT-LBS Iraq: - IN USE: GRADE: CAMBER; HARDWARE: OR . GRADE: CAMBER:, HARDWARE: L LOVELACE ENGINEERING Suctuzai DesJISM and Title 24 EnarV -] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 pww 619.535.1989 Thx joa - ggjo SHEET NO. Il OF I_tO CALCULATED BY DATE CHECKED BY ____________________________ DATE ___________________ SCALE F0JI'VA110N5 ALLOWABLE SEARING PRESSURE, q: I,5 FSF (PER DESIGN CRITERIA) CONTINUOUS PERIMETER 4 SEARING HALL FOOTINGS; LOCATION: 't.rn..' 6 (.sr H1 : i.I2- i.4 4 u ZSVPLF WIDTH REQD: (H/q x 12) : =14.i IN USE: 3 "HIDE X 2.4 "DEEP KITH i • 5 TOP 4 SOTTOM LOCATION: fl.4 j C4'l4-(,r tO4t) NJ 2 r2- P'.4- i'r) = WIDTH REQD: (H:/q x 12) = = IN [E:°HIDE)<4 __ DEEP KITH •_TOP 4 SOTTOM LOCATION: H:: FLF HIDfl4 REQ'D: (N:/q x 12): IN FUSE: "HIDE X "DEEP HITI4 *____ TOP 4 BOTTOM ISOLATED SPREAD FOOTINGS: MARK:F- I ( Ar:q'o : P/q x 144: :'71 SQ IN USE: 3°U SQUARE X '24 "DEEP WITH ' 4 EA HAT (3" CLEAR FROM SOIL) MARK: F-. ( i-z.) : 'iI° LSS A.sqd 2 P/q x 144= =S'5(SQ IN USE: '5 "SQUARE)( j4"DEEP fr4ITI4 3 5 EA NAT (30 CLEAR FROM SOIL) L' LOVELACE ENGINEERING Szcturvi OeeI and flUe 24 Anaiyis —1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thane 619.535.1989 Thx JOB 9d11O SHEET NO. _________________________ OF CALCULATED BY CHECKED BY SCALE DATE DATE MARK: F- ' : = L65 Areqd = P/q x 144= (4 SQ IN USE: '3!°SQUARE)< j4. DEEP WITH " ', EA NAY (3" CLEAR FROM SOIL) MARK: F- A l.q'd = P/q X 144: : .ft)ISQ IN [USE: 41- SQUAREX 2* "DEEP WITH 4 - EA NAY (3' CLEAR FROM SOIL)l MARK: F- - : 13.17 LaS = P/q x 144: a 141 50 IN USE: 3 SQUARE X 2.- "DEEP kIll-I 3 ' EA NAY (3 CLEAR FROM SOIL) MARK:F- to Pa :I4(eL55 = x 144= . IN USE: "SQUARE "DEEP WITH 4 • -. EA NAY (3" CLEAR FROM SOIL) MARK: F- 7 &H —1 Ar q = P/q x 144: _- . ---.--. 145--5 50 IN USE: 47..">( 4t.°)( 2* "DEEP NIII-4 4 s 5 4 4 5 - (3" CLEAR FROM SOIL) MARK: F- = LSS Areqo = P/q x 144: _50 IN USE: ")< "X - - "DEEP WITH 4 •. (3" CLEAR FROM SOIL)j MARK: F- = Las A.qd = P/q x 144: . - • :SQ IN USE: "X X DEEP WITH 0 - (3" CLEAR FROM SOIL)I L ENGINEERING Strazctug1 De.* M.flu. 24 'Ana1ys LOVELACE 1 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Thait, 619.535.1989mg oa 41dix -w SHEET NO. ________________________ OF () CALCULATED BY DATE CHECKED BY ___________________________ DATE __________________ SCALE LATERAL _5AESIcJ AREA: SEISMIC LOAD: SEISMIC ZONE: 4 SEISMIC SOURCE TYPE: SOIL TYPE: % Na: L° C: 4+ (Na) Nv: 0.- Cv: &I (N,): I: 1.0, STANDARD OCCUPANCY Ct: 0.020 h: T= (Ct)(hn)3'4: N: TOTAL SEISMIC DEAD LOAD WIND LOAD: (61'1i 6VfT*JS 3 IPry) EXPOSURE: BASIC WIND SPEED: 10 mph -TABLE I6 -G Cq: 1.3, TABLE 1644 q= 12.6 par I: 1.0, NON-ESSENTIAL FACILITY P: (CeXCqXqs XI):_____ Par ROOF WEIGHT: DIAPHRAGM= ( Zo r) 117 (aaO LBS EXTERIOR WALL NGT. (TRI. TO DIAPHRAGM): q'4 ( %a') (it, P'n) 1° LBS INTERIOR WALL NGT. (TRIB. TO DIAPHRAGM): 9Vz 1 53')( 1 (I °T° LBS TOTAL NEIGI-41 TRIE. TO DIAPHRAGM: 1,551 4-01-0 LBS rt FLOOR NEIGHT: (W ?'.4 ,, ( DIAPHRAGM: C. r' 1p4f') i 46 orf-)+ zi4(iv) T 102 1 LBS EXTERIOR WALL NGT. (TRIB. TO DIAPHRAGM): o (*&W0 54, li.O LBS INTERIOR WALL NGT. (IRIS. TO DIAPHRAGM): lf.zc1..o')L, ) 4 II Is, 910 LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM: I1( 4D LBS SUMMARY: TOTAL DEAD LOAD, N: LBS BASE SHEAR, V:-—(N): (N): -LBS RT BUT NEED NOT EXCEED: EASE SHEAR, V: 2.aI (N): 147 (!'4): 47, fz.o LBS BUT NOT LESS THAN: BASE SHEAR, V:0.IlC6I(N): (N): LBS BUT NOT LESS THAN (SEISMIC ZONE 4 ONLY): BASE SWEAR, V: 0.8ZN) (N): ______ (N): . LBS -. . - JOB ENGINEERING SHEErNO. OF____________ 2 CALCULATED BY _______________________ DATE - LA LOVELACE- 6496 Weathers Place • Suite 200 . . -, San Diego, Calilbrnla 92121 CHECKED BY —DATE - 619.535.9111ppuon. 619.535.19891bx SCALE - - - .: .......... LOAD DISTRISUTIONt LEVEL h wxh. F. A v. :(F IA) R Z-e ft (55.41 kps 3110_kip-ft 326kJps SG9O ft2 psf - 1st 10 ft I1&41 _kips I?C14 k(p-ft 17.1& kips oss Pt2 Z.Z. pst TOTALS: .j_kips 4p74 kip-Pt kJps 5WEAALL DESIGN: ROOF DIAPHRAGM: HIND TRIBUTARY AREA. TA: - = - ft2 (N-S) TA: - = - Pt? (E-k) SEISMIC (vu ) HIND, v= (FxTA)/A N-S: 6,14 psf - psf 4'r'I%'- GOVERNS E-H: psf psf __GOVERNS 15t FLOOR DIAPHRAGM: HIND TRIBUTARY AREA. TA: : - ft2 (N-S) TA: : - ft2 (E-N) SEISMIC (va ) HIND, y: (xTA)/A N-S: psf psf 5k;T-f'4 GOVERNS E-H: _Z.91 psI' psI' // GOVERNS W. ;'-:-' .',:,,,S - •.- :'i. L LOVELACE ENGINEERING Siructurni Des4p and TItle 24 ZmeW Analyee -I 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Thx JOB 049 V4 0 SHEET NO. ___________________________ OF C) - CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SI-1EARk4ALL5 t45 DIRECTION LATERAL LOAD, v,: LINE •.. I.....I LJc- %' IRIS. AREA. TA: = FT2 LOAD im THIS LEVEL: (v x TA): = ___LBS LOAD. LEVEL: = LBS TOTAL LOAD: :o(LS5 SHEAR HALL LENGTH L: (Ol t 1' tC.' : 11 FT (TL/L)= : 7Z.- FLF USE: (f PER SHEAR HALL SCHEDULE OVERTURNING: 5i-EAR PANEL LENGTH= FT, O.K. BY INSPECTION 01 MOMENT: : FT-L65 RES. MOMENT: . . : FT-LBS NET MOMENT: : FT-LBS UPLIFT: : LBS USE: LINE 's.- £ L.i,J- q IRIS. AREA. TA: : 44 FT2 LOAD e TI-ItS LEVEL: (v x TA): :2!1#31 L55 LOAD. LEVEL: : LBS TOTAL LOAD: : LBS 5I-EAR HALL LENGTH, L:-: FT vz (TL/L): . .. — . -. ...... : J(p PLF USE:® PER 5F.1EAALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= 01 MOMENT: RES. MOMENT: - NET MOMENT: UPLIFT: USE: FT, A O.K. BY INSPECTION _FT-LBS FT-LBS FT-LBS LBS L LOVELACE ENGINEERING Stxuctwi1 oe3lgu andTtUe 24y Anabraw 1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 PPWAe 619.535.1989 Fax JOB SHEET NO. ____________________________ OF (.Ø) CALCULATED BY ___________________________ DATE CHECKED BY ____________________________ DATE SCALE - FLOOR SHEARWALLS DIRECTION LATERAL LOAD. v. = ..LLcP5F LINE I P4br1f_.) TRIB. AREA. TA: = ThFT2 LOAD 0 THIS LEVEL: (v x TA): : GII19S LBS LOAD. LEVEL: : LBS TOTAL LOAD: : LBS SHEAR HALL LENGTH, L: '#'rZ..'FT (TL/L): : 297 PLF USE: PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= OT MOMENT: RES. MOMENT-- NET MOMENT: UPLIFT: USE: FT, JI O.K. BY INSPECTION FTLBS FT-LBS FT-LBS LBS LINE TRIB. AREA. TA: : FT2 LOAD 0 THIS LEVEL: (v x TA): :LBS LOAD. LEVEL: = LBS TOTAL LOAD: : LBS SPEAR HALL LENGTH, L: : FT (TL/L): : PLF USE: 0 PER 5HEAALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, 0 O.K. BY INSPECTION 01 MOMENT: = FT-LBS RES. MOMENT: : FT-1-55 NET MOMENT: : FT-LBS UPLIFT: - : LBS USE:________________________________________ LOVELACE: ENGINEERING Structural Design and Title 24 EftcrVAna2ya±a JOB 11z3o SHEET NO. ___________________________ OF __________________ CALCULATED BY DATE 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY 619.535.9111 Thane 619.535.1989 Fbx SCALE DATE -7140 FLOOR SWEARWALLS f" DIRECTION LATERAL LOAD, v,, = LINE ' 4. - IRIS. AREA. TA: : 'Z4< FT2 LOAD is THIS LEVEL: (vx x TA): : II L LS3 LOAD. LEVEL: . : LSS TOTAL LOAD: : II5(Z-L55 SHEAR HALL LENGTH, L: •...__. _&j FT v: (TL/L): : PLF USE: ® PER SHEAR HALL SCHEDULE OVERTUING: SkEAR PANEL LENGTH= ,c_FT. 0 O.K. ST INSPECTION 01 MOMENT: '3.S'( '391..) (q') : I1,FT-LS5 RES. MOMENT: 4(p4jo) J L S) '/. : - FT-LSS NET MOMENT:°iFT-LSS UPLIFT: USE: 'si414.' ¶0 6i / -. LINE b& IRIS. AREA. TA: : 49<FT2 LOAD 0 THIS LEVEL: (v x TA): : L55 LOAD. LEVEL: : LSS TOTAL LOAD: - -. x 17. 111L LSS SWEAR HALL LENGTH, L: - :SG FT v: (TL/L): . PLF . ................--.-----.-..-..-.--.- USE: PER S1EAR1ALL SCHEDULE OVERThING: SHEAR PANEL LENGTH-- '+X FT, 0 O.K. ST INSPECTION 01 MOMENT: = Ifr41 FT-LSS RES. MOMENT: . NET MOMENT: .----- - -. : FT-LBS UPLIFT: = 26(1 LBS I, .. USE: r'?T4% •10' t',1't. (_ "i, 1,1 ENGINEERING Structural Des*i aed Title 24 Ener, Malysla IJ LOVELACE ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Pnr 619.535.1969 Fx JOB SHEET NO. ________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE 4 FLOOR 5HEARI.1ALL5 DIRECTION LATERAL LOAD. v,, = !JLP5F LINE IRIS. AREA. TA: : (o1 FT2 LOAD Q 11-415 LEVEL: (v x TA): : LBS LOAD, LEVEL: : LBS TOTAL LOAD: -----.--.-- : LBS SHEAR WALL LENGIRL: __...,._.j4 .FT v: (TL/L): mJ1 ._PLF USE: T PER SHEAR WALL SCHEDULE OVERTURNING: SPEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: _FT. X O.K. BY INSPECTION FT-LBS FT-LBS FT-LBS LBS LINE IRIS. AREA, TA: :4FT2 LOAD a THIS LEVEL: (v x TA): :LS5 LOAD. LEVEL: : LBS TOTAL LOAD:- :7L55 SI-lEAR WALL LENGTH, L:_. ........ #TS FT (TL/L): : I?Z-PLF USE: cTJ PER SI-1EA4ALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT. O.K. BY INSPECTION FT-LBS = FT-LBS LBS L LOVELACE ENGINEERING Structural Design and Title 24 Encrgy Analysis 1 6496 Weathers Place • Suite 200 San Diego. Call(orna 92121 619.535.9111 Thone 619.535.1989 Fax JOB SHEET NO. _________________________ OF CALCULATED BY CHECKED BY SCALE DATE DATE LFLOOR SWEARHALLS DIRECTION LATERAL LOAD, v, = LINE C TRIS. AREA, TA: = 15o F12 LOAD a THIS LEVEL: (v x TA): : I i o69 LBS LOAD, ? LEVEL: . - LBS TOTAL LOAD: SWEAR HALL LENGTH, L:FT (TL/L)= : Z-°7- PLF USE: <E PER SWEAR HALL SCHEDULE OVERTURNING: SWEAR PANEL LENGTH: _FT, 0 O.K. BY INSPECTION OT MOMENT: : FT-LBS RES. MOMENT: = FT-LBS NET MOMENT: : FT-LBS UPLIFT: USE:__________________________________________ LINE. 4. . l' TRIB. AREA, TA: : FT2 LOAD a THIS LEVEL: (v x TA): ____... LBS LOAD. LEVEL: ( Ll:! 71 LBS TOTAL LOAD:- . . LBS SWEAR HALL LENGTH, L: : * FT (TL/L): : PLF USE:O PER SHEARHALL SCHEDULE vu.- (7i11 e'4 41516A OVERTURNING: t . SWEAR PANEL LENGTH: FT. O.K. BY INSPECTION ' OT MOMENT: : FT-LBS RES. MOMENT: FT-LBS NET MOMENT: . : FT-LBS UPLIFT: . : LBS USE: L LOVELACE ENGINEERING Stnactunil Design and Title 24 Analysis -1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Rtone 619.535.1989 Fkax JOB SHEET NO. OF CALCULATED BY CHECKED BY SCALE DATE DATE -. FLOOR SI-IEARHALLS N..s DIRECTION LATERAL LOAD, V,: LINE 5........( L%W.- 1 IRIS. AREA, TA: : iA FT2 LOAD 0 THIS LEVEL: (v X TA): :41°LSS , LOAD, oo LEVEL: . : ¶, L 5 TOTAL LOAD: - -- : 055 1-55 SWEAR HALL LENGTH, L: I!._jJU4_' =+ FT (TL/L): : U,I PLF USE: PER SWEAR HALL SCI-IEDULE OVERTU'4ING: SHEAR PANEL LENGTH: __FT, [1 O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT-1-55 FTLSS -.FT-L55 LINE IRIS. AREA. TA: . : FT2 LOAD Q THIS LEVEL: (v x TA): =IO LSS LOAD. LEVEL: :LSS TOTAL LOAD: : t30 LSS SHEAR HALL LENGTH, L:FT v:(TL/L): ..._--..- -.-.-----..--..---- :82PLF USE: (D PER SHEARHALL SCHEDULE OVERTU4ING: SHEAR PANEL LENGIW: 01 MOMENT: RES. MOMENT-- NET MOMENT: UPLIFT: USE: FT, JX O.K. BY INSPECTION FT-LBS FT-LBS = FT-LBS = LBS LOVELACE .. . ENGINEERING Strucwrai Den4m and Me 24 ZmcffVAn&dysLs JOB - SHEET NO. 21 OF __________________ CALCULATED BY DATE 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY 619.535.9111 mmm 619.535.1989 __ SCALE DATE FLOOR SHEAR4ALLS DIRECTION LATERAL LOAD, v,, = LINE IRIS. AREA, TA: = l%7- FT2 LOAD tv 11.115 LEVEL: (v x TA): = LOAD, o' LEVEL: . - ISiZLSS TOTAL LOAD: =I1 awl LSS SHEAR HALL LENGTH, L: 'c'1k1'P_=z..4 FT (TL/L): )_PLF USE: ( PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 'FT. 0 O.K. BY INSPECTION 01 MOMENT: ____ : RES. MOMENT:4FT-1-65 NET MOMENT: _FT-LBS UPLIFT: j_. j,L5S USE: A _44Th3 LINE TRIS. AREA, TA: LOAD tv 11415 LEVEL: (v x TA)-- LOAD. LEVEL: TOTAL LOAD: SHEAR HALL LENGTH, L: (TL/L)-- USE: CU PER SHEA4ALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, O.K. BY INSPECTION FT2 1M. :FT PLF 01 MOMENT: : -FT-1-55 RES. MOMENT: : FT-1-55 NET MOMENT: : FT-1-55 UPLIFT: : LBS USE: L LOVELACE ENGINEERING Sfructura1De*gn and We 24 2n, Ana1yea -1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Thane 619.535.1989 bx JOB SHEET NO. ____________________Zq_ OF CALCULATED BY DATE CHECKED BY DATE SCALE .FLOOR 5-EARHALLS -"' DIRECTION LATERAL LOAD. v: LINE — IRIS. AREA, TA: : 7,90 FT2 £4I 5109 LOAD im 11-415 LEVEL: (v x TA): = 3 vs LSS LOAD. LEVEL: . : L65 TOTAL LOAD: = LS SHEAR HALL LENGTH, L: : FT (TL/L): = IDz. PLF USE: (j PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. 1OMENT: NET MOMENT: UPLIFT: USE: FT,%~O.K. BY INSPECTION FT-L5 FT-LBS FT-1_55 LINE F:&.i. IRIS. AREA. TA: : J(PFT2 LOAD 6 THIS LEVEL: (v x TA): -- = Iz-° LSS LOAD. f.,.v LEVEL: . :1i..iiLSS TOTAL LOAD: : I(.,IS LSS ,SHEAR WALL LENGTH, L: FT (TL/L): USE: ® PER SHEA1ALL SCHEDULE . "5&.iflxl -(, &14— pon4L. 5l4rltz-1 OVERTURNING= SHEAR PANEL LENGTH: 6 FT, D,O.K. BY INSPECTION 01 MOMENT: . . - -. _.._..__. z 14 tFT-LS5 RES. MOMENT: _44FT-LS5 NET MOMENT= i,FT-LS5 UPLIFT: - 'ip7LSS USE: '-f_S4191,m JOB ENGINEERING LOVELACE SHEET NO. __________________________ OF __________________ 00 Strucund Des* and T1t1e 24 ET AnaIysa CALCULATED BY DATE - 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY 619.535.9111Thone 619.535.1989Flx C SCALE ..FLOOR SI-IEARHALLS '1.DIRECTION LATERAL LOAD, v, : LINE L IRIS. AREA, TA: 6ii- FT2 LOAD tv THIS LEVEL: (v x TA): : 112(a LBS LOAD. LEVEL: : 1j5111 LBS TOTAL LOAD: Zv< LBS SHEAR HALL LENGTH, L: jo.I : Z1_ FT v: (TL/L): . : ikl P L F USE: ( PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: . lFT, 0 O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: 1y4 ..'/ ,11•wt_o FT-LBS FT-LBS FT-LBS LBS LINE • TRIS. AREA, TA: : 4V, F12 LOAD a THIS LEVEL: (v x TA): - : LBS LOAD. ' . LEVEL: -...--- ......- LSS TOTAL LOAD: . LBS SHEAR WALL LENGTH, L: : FT v: (TL/L): : PLF USE:Q PER 5I-IEARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT, 0 O.K. BY INSPECTION -.-FT-LBS FT-LBS FT-LBS LBS L LOVELACE ENGINEERING Sictwa1 Deali and TItle 24 £n Analysis 1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Plwne 619.535.1989 Fax JOB SHEET NO. ___________________________ OF CALCULATED BY DATE CHECKED BY _________________________ DATE SCALE crAJLs NOTE TO PLANCHECKER: THIS SECTION CONTAINS THE FOLLOWING INFORMATION (IF APPLICABLE TO THIS PROJECT) FOR YOUR USE IN CHECKING THE PLANS: FRAMING PLANS: RAFTER, HEADER, BEAM, POST 4 HARDWARE CALLOUTS FOUNDATION PLAN: FOOTING 4 HOLDONN CALLOUTS 5HEA1ALL LINE LOCATIONS SHEARALL CALLOUTS 5HEAR4ALL SCHEDULE FRAMING AND FOUNDATION STRUCTURAL NOTES 5F—=4L INSPECTION L5T STRUCTURAL DETAIL DRAflNGS JOB LOVELACE ______________OF__________ SHEET NO. _____________________________ ENGINEERING . - Suctual Dtgu .@d Title 24 Ea' Anairm CALCULATED BY __________________________ DATE 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY 619.535.9111 pww 619.535.1989 Thx SCALE DATE 5TRUC11JRQ NOTES FRAMING NOTES I. ROOF lNG 54ALL BE: 1/2" PLThCCD EXPOSURE I INDEX 24/0 Sd COCN NAILS b" O.C. S.N. Sd CCMCN NAILS 9 12" ac. F.N. S.N. AP_ ES TO ALL SUPPORTED FLY WOOD EDGES AT: PL7.'CCD EDGES ER!TER MALLS 5-!A,4ALLS FLOOR S-ETWING SMALL BE: 23/32 APA RATED STURDI-I-FLOOR 16G. 24" O.C. SPAN RATING, EXPOSURE I0o CCO\ NAILS ac. S.M. I0 COO\ NAILS 9 12" O.C. F.N. S.N. ES TO ALL SPCRT!D FLThCCD EDGES AT: COD 'EER 3. ALL ER5. JOST3 i -E4DER5 SHALL SE DOUGLAS FIR LARC-. 12 GRACE. ALL SEA5 SHALL BE DCUG.LS FiR L4RC 'I GRADE. ALL P055 SE DOUGLAS FIR L4RC "1, U.N.O. , ALL A.\G!RS 5IALL BE SIMPSON 'U" HANGERS, U.N.O. ALL R00 -EADERS SHALL BE AX4 U.N.O 8. RO'/ E O5_E 0.55 9 DE5 6 ENDS CF ALL ROOF OPENINGS. S. ALL 055 0 SEL NECTICN5 5,-ALL SE 5P9ON PC U.N.O. 0. LL. 5E.-' ' F=_.E CCNECTICN& SALL BE SIMPSON A35' EA. SD!J.-N.O. FOUNDATION NOTES I. ALL - COTNG& i- 4X POSTS o S'_ PLATES =;-!AL: WAVE SIMPSON 'SC SASE. 4X 0575 C INDIVIDUAL SP!AD FOOTGS SHALL WAVE SIMPSON 05' £ SASE U.N.O. Al'' -'0--0R BOLTS "O SE /2 DIAMETER X 10" LONG 9 12' ac. U.N.O. O\ =LANS OR S.ELRLLL SC-EDULE TERE S-_ BE A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE PECE WITH ONE ANCCR SOLT GCATED TN 12' OF EAC END OF EACW SILL PLATE EC!. ALL AN0-C SOLTS, OLDCN ANCWORS 4 DOWELS MUST BE IN PLACE PiOR TO CAL-'NS- =CIR FOUNDATION INSPECTION. S. ALL OCN0E7! SWALL 4'/E A MINUM COMPRESSIVE STRENGTW OF 2Z0 =51 . CONTN.CS EXTERIOR PERIMETER AND CONTINUOUS INTERIOR SEARING LLL FOOTINGS S-AL'- BE AS FOLLOWS: Li SUPPORTING ONE FLOOR AND A ROOF: 2 DE X '2" DEEP Nb NATIVE SOIL OR W% COMPACTED FILL !TW '5 REINFORCING BAR 3 FROM THE TOP LSOTTOM OF: T! F60;NG. Si SUPPORTING TWO FLOORS AND A ROOF: AIDE X Ia' DEEP INTO NATIVE SOIL OR 9096 COMPACTED F!L_ WITH REINFORCING EAR 3' FROM THE TOP 4SOTTOM OF TI-i! FOOTING. 1. CONCRE! SLAB SHALL BE A MINIMUM OF 4" THICK WITH '3 RESAR 9 IS C.C. EACH Al- IN THE CENTER. UNDERLAY WITH 2 CLEAN SAND OVERLYING .b MIL. VISOUE!N OVERLYING ADDITIONAL 2" CLEAN SAND. NOTE: THE 4EOVE SPECIFICATIONS SHALL APPLY UNLESS NOTES OTWErIISE ON THE DRAWINGS. E E E s:- 2 to 1p ;* Go 12 X V. a I I J. I'.' €-i • I 0;" — E C —.•a Eli 8 I1I 8 "ii''' V 11 U ¶ O .5 LI I! I i - I 55 0 0F o I 2 L ; -- "-'.•.. '1-.. • €nrl.o o--- r 5. —• i;-,•-5O0' i' b - '- -y - - - ._ I•I.•_ • •• r '-. r. - 0 .. - e. ; ' n, o.:..:. 0 S. F tI r•I I..c6 0. E 0 fl it m,- zo zm m m 10 i) SHEARWALL SCHEDULE - UBC 1997 (I.2,3,4.5. (P,1,8, % 10,11. 412) SYMBOL SHEAR MATERIAL AND NAILING DESCRIPTION ANCHOR BOLT SCHED. MINIMUM BOTTOM NAILING SHEAR TRANSFERPLATE RIM JOIST/BLOCKING (STUCCO) WOVEN WIRE LATH AND 1/8' THICK PORTLAND CEMENT PLASTER 5/8*0 ANCHOR BOLTS () ISO No. II GAGE, I 1(2' LONG, 1/16' HEAD OR 48'O.C. I6d '8'O.C. A35 s 24' O.C. No. 16 GAGE STAPLE. 1/8' LEG 6'O.C. E.N. / F.N. (SEE NOTE 13) 260 3/8' COX PLYWOOD WI 5/8' ANCHOR BOLTS I6ci 6'O.C. A35 16' O.C. ad 6'O.C. E.N. / I2'O.C. F.N. 36'O.C. 350 3/8' COX PLYWOOD W/ 5/8'# ANCHOR BOLTS Wool 4'O.C. 435 I?' O.C. Sd • 4'O.C. E.N. / I2'O.C. F.N. 24'O.C. 3/8' COX STRUCTURAL I PLYWOOD W/ 5/8'0 ANCHOR BOLTS {) 450 Sd & 3'O.C. E.N. I I2'O.C. F.N. I0'O.C. WI 2x SILL I6d e 3'O.C. 435 6 10' O.C. ON 3x FRAMING (SEE NOTE 14) .' 20'O.C. WI 3x SILL 1/2' COX PLYWOOD W/ 5/8"41 ANCHOR BOLTS I6d • 2'OC. () 600 I0d 0 3'O.C. E.N. / I2'O.C. F.N. 5'O.C. W/ 2x SILL . STAGGERED 435 0 8' O.C. ON 3x FRAMING (SEE NOTE 14) I8'O.C. WI 3x SILL INTO 4x RIM JOIST/BLOCKING /2' COX PLYWOOD kI S/a ANCHOR BOLTS 1/2', x 6' LAGS 0 I2'O.C. 110 I0d a 2'0.C. E.N. I I2'O.C. F.N. I6'O.C. INTO 4x RIM JOIST/BLOCKING LTP4 • 10' O.C. ON 3x FRAMING (SEE NOTE 14) in, COX STRUCTURAL I PLYWOOD W/ 3/4 • ANCHOR BOLTS in,o x 6' LAGS e I0'O.C. 810 lOd a 2'O.C. E.N. I I2'0.C. F.N. Ib'O.C. INTO 4x RIM JOIST/BLOCKING LTP4 . 8' O.C. ON 3* FRAMING (SEE NOTE 14) 3/8' COX STRUCTURAL I PLYWOOD BOTH SIDES WI 3/4 • ANCHOR BOLTS I/2' x 6' LAGS . 8'O.C. 580 Sd e 3'O.C. E.N. / I21O.C. F.N. 6 I6'O.C. INTO 4* RIM JOIST/BLOCKING LTP4 0 6' O.C. ON 3* FRAMING (SEE NOTES 14 1 15) WHEN AN ASTERISK . ACCOMPANIES THE SHEAR WALL SYMBOL, SHEATHING IS TO BE CONTINUOUS THROU G H A D J A C E N T W A L L F R A M I N G . 5WEAALL SCHEDULE FOOTNOTE5 NOTE5: 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 W/ 2* BLOCKING MIN. SHEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE EITHER VERTICAL OR HORIZ O N T A L S T A G G E R E D S P L I C E D J O I N T S . PROVIDE I' MIN. EDGE DISTANCE FOR ALL PLYWOOD EDGE NAILING. Co. 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' MN. TO 1/16' MAX. OVERSIZED. S. USE DOUGLAS FIR 02 PRESSURE TREATED SILL PLATES. ENGINEER TO BE NOTIFIED FOR REDESIGN IF OTHER SPECIES SILL PL A T E S A R E U S E D OR ARE PART OF EXISTING BUILDING. 10. ANCHOR BOLTS MUST BE EMBEDDED 1' MIN. INTO NEW CONCRETE. WHERE SHEAR WALLS ARE TO BE A T T 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 5/130 THREADED ROD ANCHORS WITH 5' MIN. EMBEDMENT INSTALLED AT THE SPACING INDICATED IN ABOVE SHEAR WALL SCHEDULE USING SIMPSON 'SET HIGH STRENGTH ADHESIVE (ICB0 • 5215). SPECIAL INSPECTION IS REQUIRED FOR RETROFIT ANCHORS. II. FOUNDATION ANCHOR BOLTS IN ALL SHEAR WALLS SHALL HAVE SIMPSON 'BP 5/8' PLATE WASHERS UNDE R E A C 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. STUCCO AND/OR EXTERIOR VENEER OVER A PLYWOOD SHEARNALL SHALL BE WATERPROOFED W/ A MIN. OF (2) LAYERS OF I5LB. FELT PAPER. APPLIES TO NAILING AT ALL STUDS, TOP I BOTTOM PLATES. AND BLOCKING FRAMING AT FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM AB U T T I N G P A N E L 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 PLl 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. (n C) C) (I) - C) X > X 0 . in r o r C) m co in x C - 1 in t z 0 0 o .< in 0 0 o -4 -4 m m I LOVELACE ENGINEERING &ructural Dealgii and TItle 24 E' Analysis 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thie 619.535.1989 Fbx jQ SHEET NO. . OF ( CALCULATED BY _____________________________ DATE CHECKED BY DATE SCALE PAD FOOTING SCHEDULE A 24" Sqr. x 2k" deep w/ (2) #5 bars each way B 27" Sq. x z-4" deep w/ (2) #5 bars-each way C 30" Sqr. x z4" deep w/ (3) #5 bars each way D 33" Sqr. x zt" deep wl (3) #5 bars each way E 36" Sqr. x z" deep wl (4) #5 bars each way F 391! Sgr. x ik" deep w/ (4) #5 bars each way G 42" Sqr. x 14" deep w/ (4) 1#5 bars each way H 45" Sqr. x zk" deep w/ (5) #5 bars each way 1 48" Sqr. x -1" deep w/ (5) #5 bars each way NOTE Reinforcement shall be 3" dr. from soil. L LOVE1_ACE ENGINEERING Structund EWNWM aad The 24 Exiergy Aa1ysa ] 6496 Weather, Place • Suite 200 San Diego. Ca11forna 92121 619.535.9111 Thie 619.535.1989 F'x JOB O1)) SHEET NO. ______________________________ OF ____________________ CALCULATED BY ___________________________ DATE CHECKED BY ________________________ DATE SCALE NOTE: T5 EL IS FR SEA A5 CNNETiCN cNL. FOR EAVE DETAIL SEE A. DWC-5. SE4T-INC LA.L A35 FER 5PEAALL SC-EDULE (NSTALL is 2hC. EE 5I-E4- iCES NC7 CCC) TJ55E5 PER ELAN DCLLE TC ELATES 2x STUD5 is EN. 5--;EAR PANEL FER LM SHEAR TRANSFER DETAIL k502 L LOVELACE ENGINEERING Structw1 Des ao4 TItle 24 £n Analyla J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 ppww 619.535.1989 ftx JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY _________________________________ DATE SCALE 4x SOLID OC< _.N. S STUDS ' O.C. ETEEN TSSES 3x 3LOCKG. k/ LA'5 S.fr& SCE. - (TR) r- ROC PER PLAN S-E4Rk4ALL PER PLAN (CONTIN. TO ROOF PLY.) ...1-- SHEAR TRANSFER DETAIL NR50132E P..ThD. 54EAT14I A35 FER 9J-EAJ'ALL SCEULE (NGTALL• 240.C. EE 5EA- I4ALL DOES NOT CC—"-"R) TJ55E5 PER PLAN L LOVELACE ENGINEERING Sietwi Dem4p and TItle 24 Enø, Analy 111 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phow 619.535.1989 Ftix JOB SHEET NO. ________________________ OF ______________ CALCULATED BY DATE CHECKED BY DATE MA I/% SCALE NOTE: 1WI5 ETA1L 15 FOR 514EAR TANS-FE CCNNECTIGN cNLr. FOR EAVE DETAIL EE 4C-4. DWIS. SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING SBzctuz1 DestSm and TItle 24 MnaV Analysa Ti 6496 Weathcm Place • Suite 200 San Diego. California 92121 619.535.9111 P?w 619.535.1989 Fex JOB ___________ (pQ SHEET NO. OF cALCuLArED BY DATE CHECKED BY DATE SCALE ROOF PLD. PER PLAN -,- Up 2x O.C. MIN. ETkEEN TRUSS r —E.N. A35 PER SPEAR--1 HALL 5C E. II54EAR PANEL ERPLAN (TO ROOF 5EATHIN) 2x STUD WALL SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING StructurW Demigm ond Tttic 24 Zncr AnaIya 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 M. 619.535.1989 Pex Joe SHEET NO. OF o() CALCULATED GY _____________________________ DATE CHECKED QY DATE __________________ SCALE LT,14D. EATI.41NC PE LAN—' A3 E EA'ALL 9CELLE (NTLL 24. -EE := A j CC55 CT CCCU) 166 PER 5I4EA- 4ALL 5C-E. DOUBLE TOP PLATES 5i-EAR PANEL PLAN 2x SDS G IO.C. SHEAR TRANSFER DETAIL HRCO1' LOVELACE ENGINEERING Sctuxi D a4 Thie E4 EncrV AmabrWa 6496 Weath= Place • Suite 200 San Diego. California 92121 619.535.9111 Pne 619.535.1989Fbx JOB 1,1A (() SHEET NO. F OF CALCULATED BY _____________________________ DATE CHECKED BY DATE 05/11/cis- SCALE L'rWD. 6-EAT-iIN6 LM 4- PLrAD. W/ 8d If CC' ~-ICNS NAILED IT E.N. \/ GiSN I4ANGEG '..4/ 7 2x LOCKG. 57N. T55E5. NAIL LCKG. TO 5EAM k/ (4) Id SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Sthzcturl Des gn n4 TItle 24 En' AilyLa 1 6496 Weather, Place • Suite 200 San Diego. California 92121 619.535.9111 Ppi, 619.535.1989 kbx JOB SHEET NO. OF t iii CALCULATED BY ___________________________ DATE CHECKED BY DATE Ø8/Io/ SCALE PLO. EATI4NC PE PLAN TJ53 PER LA4 TRUSSES FER PLAN Id a 8"O.CJ HANGERS WI 2x LOCK'G. 6TWN. TRUSSES SHEAR TRANSFER DETAIL n\l, HR5GOS LOVELACE JOB ccvjpe (9() ENGINEERING sr o. OF SactrM D aT2Uo 24 AaLy,s L CALCULATED BY __________________________ DATE J 6498 Wcithe Place • Suite 200 San Diego. Calltornla 92121 CHECKED BY ___________________________ DATE IO/l3/5 619.535.9111 Prmw 619.535.1989Thx SCALE CA LL 11N 2x8 / (2) E.N. PIL Id TO EA. ,ocP ArE FOER PLAN SHEARTRANSFERDETAIL JOB ENGINEERING SHEET NO. OF L LOVE LACE __ StructuL OcmW and TICk 24 Encr' AnalyaLa CALCULATED BY DATE TI 6496 Weathers Place • Suite 200 ØVI/5 San Diego. California 92121 CHECKED BY ____________________________ DATE 619.53S.9111 Phone 619.535.1989 Fax SCALE Si'1PSCN SIC C IP EA.L TL TJSS SOT. IC NCN-E4!NC XALL CkOD TOP PLATES 2x4 STUDS I lO.C. -J\---- CONNECTION DETAIL HRCØ52 L LOVELACE ENGINEERING Suciiral Desip and Title 24 Enerj Analysis i 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Pon 619.535.1989 Fax JOB SHEET NO. OF 110 CALCULATED BY DATE CHECKED BY DATE SCALE NOTE: WALL SHEATHING MAYBE APPLIED To EITHER SIDE OF SI-IEARNALL 2x STUDS a I'O.C. 2x BOT. PLATE NI Id SHEAR PANEL PER 5I-4EARNALL SCHED. PER PLAN PL'rkD. SHEATHING E.N. PER PLAN B.N. RIM JOIST PER PLAN E.N. .435 PER SPEAR- WALL SCHED. DBL. TOP PLATES TJI JOIST PER PLAN SHEAR PANEL PER PLAN 2x STUDS IO.C. SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Structural Draign and flUe 24 £n' AnaiyIs 1] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Rlcne 619.535.1989 Fax Jo o&1)g) SHEET NO. 4P1 OF e() CALCULATED BY DATE CHECKED BY DATE SCALE HEA PANEL 2x &flJD PEFLAN —f 2x SOT. PLATE / Id PE=HEARNALL SCHED. SN. =1 SEATIN .N. // \ PE PLAN CCL4M SLCCK . 3DHEA AA JCIGTPEPLAN DOUBLE TOP PLATES SPEAR PANEL PER PLAN ---. - SHEAR TRANSFER DETAIL TFSO31 . •. . ••.. I LOCE ENGINEERING F SUVAUuml DemOl mad 1U. 24 _• 6496 Weathe Place • Suite 200 San Diego. CailforTila 92121 619.535.9111P=-- 619.535.1989 Fox JOB - Ii SHEET NO. OF -. CALCULATED BY ___________________________ DATE CHECKED BY ______________________________ DATE SCALE 2x - 2x cT. == , 166 FE -E4ALL 5.N. CCL4 LA LCC<C ) IL I I : ..I J0I57 IFER PLAN PEFLA4 SHEAR TRANSFER DETAIL 750031 L LOVELACE ENGINEERING Structurni DeM und TItle 24 Ener' AnalyiIs _ 6496 Weathers Place • Suite 200 San Diego. Califot-nla 92121 619.535.9111 Phone 619.535.1989 Fax JOB IVAN SHEET NO. 4 OF 11111 CALCULATED BY DATE CHECKED BY DATE SCALE 'x T. PLAT - - LA L1; ?-V- =L4 \ 5. - L . I TJI JOIST PER PLAN , \\ DECK JSTS. 2x LKG. N/ (5) PER PLAN Id INTO 5EAM SHEAR PANEL\ I-lu l44NGE5 PER PLAN - SHEAR TRANSFER DETAIL . TFSØaSSE L LOVELACE 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 Fax JOB o°yU SHEET NO. '1 OF ho - CALCULATED BY ________________________ DATE CHECKED BY DATE SCALE SHEAR PANEL PER PLAN E.N.— S.N. - 2x LCKC NI IScI Is SOC. STAGGERED E.N. - 2x JOIST SHEAR PANEL PER PLAN 3x STUDS a IO.C. 3x BOT. PLATE NI LAGS PER 5I-IEARNALL SCI-IED. PLYND. SHEATHING ,—PER PLAN + + + + + + + + + + + + —TJI JOIST P 4x P-LAM SLCKG LTP4 PER S.W. 5 2x NAILED TO SIDI , WOOD SACKER. NAIL TI-IROUC-I-1 THE TJI JOIST 4 WOOD SACKER INTO THE 2x N/ (3) ROWS OF loci NAILED 0 I2O.C. 4 CLINCH. CANT. ENO SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING Structural Design and Title 24 Ener' Analysis J 6496 Weathers. Place • Suite 200 Sari Diego. California 92121 619.535.9111 Phone 619.535.1989 Par JOB SHE ET NO. OF CALCULATED BY -DATE CHECKED BY DATE SCALE - SHEAR PANEL PER PLAN 2x STUDS a I(oO.C. A 2x SOT. PLATE NI I PER S1EARNALL Sc4ED. ,,- E N PLYND. SHEATHING ,-PER PLAN MICROLLAM A3!' PER RIM JOIST SWEARNALL SCI.4ED. E.N. 1)1 JOIST PER PLAN DOUBLE TOP PLATES SPEAR PANEL SPEAR PANEL PER PLAN PER PLAN SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING 5CtUt D and Title 24 Mmmu P.G3 J 6496 Weather Place • Sidle 200 San Diego. CaWarr4a 92121 619.535.9111 F''w 619.535.1989 1'bx JOB F SIIEETNO. 4L OF_________ CALCULATED BY __________________________ OATE CHECKED BY ___________________ DATE SCALE 2x C7. FLAE 4/ PER IA!I e. -- sri/i_'- - A3 F WALL CECLE' DEL. TG P—A=— 5-4EAA4.LL FE PLAN SHEARTRANSFERDETAIL F=LAN L__ LOVELACE ENGINEERING Structural Design and Title 24 FneW Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 i"a JOB SHEET NO. CALCULATED BY - CHECKED BY SCALE OF (4 DATE - DATE - IJI JOIST ER PLAN A35 PER SPEAR- WALL 5CkED. 1-3/4" NICOLAM R111 JOIST PER ELAN 51.4E4R4ALL PER ELAN SHEAR TRANSFER DETAIL Jo L LOVELACE smeum — ENGINEERING CF - -, .ad iza Z4 ________________ OA1Z___________ _J 6496 Wet Ptac • Sum 2CC CHECXE13 By San DtcgD. C.lifcrna 9211 OA1•E 619.535.9111 619.535.1989 .r SCALE .i.,, • • i - • : I • E-N I-3/4 i1CL 3lc:G. FE FLM rf J1T .==R F!_4 SHEAR TRANSFER DETAI L DET-2- L LOVELACE ENGINEERING StructurI Design and TiUe 24 En, Mlaiyll3 ] 6496 Weathers Place • Suite 200 Sari Diego. California 92122 619.535.9111 prwnr 619.535.l989 FtLv JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE BEAM FER FLAN—.- FLCC S;-INC .—FER PLAN TJI J01515 / PER PLAN\ \ .N. / of Irl A \,~TJI HANGERS SHEAR TRANSFER DETAIL 1F50058 L LOVELACE ENGINEERING Structural D=tgm and Mile 24 Ea' AnalymM 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 P?cn, 619.535.1989 Fax JOB SHEET NO. _________________________ OF 1O CALCULATED BY _______________________ DATE - CHECKED BY _________________________ DATE SCALE TJI J0151 j LA9 SHEAR TRANSFER DETAIL 2,0 750081 L LOVELACE ENGINEERING Suctuxa& 0CMISM mdnUe 4 M=V MaLy5s J 6496 Wenth=m Place • Suite 200 San Diego. CalifornLa 9211 619.535.911 pp 619.535.19S9 x 409 CA 0 SHEEr NO.___________________________ OF LO CALCULATED GY _________________________ DATE CHECKED By DATE SCALE 5.LEA 2x 5TL5 c FE L44 - 2x 307. FLAE NI - E.X. E.N. TJI JC(51 PER LA%4 FLOOR JSTS. FER PLAN FER L.'4 ' '-2x SLK'C. NI (4:1 Id INTO -SEAM 4u SHEAR TRANSFER DETAIL_____ L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 P?wne 619.535.1989 Fax JOB SHEET NO. ?) . OF () CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR JOIST PER PLAN ) TJI HANGERS PER PLAN 2x JOISTS PER PLAN SEAM PER PLAN I IMP5ON HANGERS NI 2x SLCKG BETWEEN 2x JOISTS N/ (3) Id PER BLOCK SHEAR TRANSFER DETAIL TF5ØI34b !S L LOVELACE ENGINEERING SLr.zctwj o-,4p gn4 Title 24 TI 6496 Weather, Place - Suite 200 San Diego. CalIfornia 92121 619.535.9111 PPtone 619.535.1959 Ftm JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE — .9 — —I ç4\ ( I ( I ' p-LI \ ( _ ....:.:::: 1' ____................... .......T .• W. :1 I Hi LU UA Ul UL x Ix J e IL I .. ... ............................ . U W h. I1I ..... : __ ...L 1:1 ....... I II \ 1 •.. . ... :1: .•.•• \ __jl. .....• ..... .L..................... I I i ( 17 25 / I uu L LOVELACE ENGINEERING Sucnirui Deigu and TILIc 24 I1 6496 Weathers Place • Suite 200 San Diego. CaUfornIa9212 619.535.9111 m 619.535.1989 Thx JOB SHEET NO. - CALCULATED BY CHECKED BY - SCALE OF DATE DATE i e- ------ LU Al V. \ / : \ / .•i / \ Cn . . —w / I' o HA —I _____________ _________ -- 1— _________ I \ I LI_I • - - 2 - • - - I - - - -_ - - - 2 ---- ____ / z LU I I / di 2—i - LU Page 3 016 [,. led PAILS ; H =VIATICAL I IT(lPICM.I H Outside view 3ut " 221GARAGEfii.4 In LOVELACE JOB ENGINEERING SHEET NO. OF__________ L__ SUucluzul Design and TIUc 24 Energy iiinadystls L CALCULATED BY _______ DATE 11 6496 Weathers Place • Suite 200 San Diego. California 92121 CIE(iED BY DATE 619.535.9111 Phone 610.535.1989 Fa.t SCALE ECO IMiN. Inside view . 'ORT.Sl. .•/ 7 i.. IQAAGERTAL ,__ I I 1 .L tho 1Et1i .ld'jiliofl 0):nA w,: -a; vial is in firooniVi 16 . r lam" .. — ns...d ... ............... -, 3 Oulside .•_ Inside view view Outside garage corner1 . ....III requires a minimum 01 , concrete to the edge : of Ill., Strong 'Wall I I •;; mil GARAGE PORTAL' Naming Scheme: SW16x7-4H0 Slmn.WaII JT I Width 40iwi,i W,il (in) ?iOh'ii'i HCqnt (.n (ft I l - Allowable If Numn Ifoldown Holdown u RC1CiIOfl ii ) Reaction it N;;All000laole Model l fl Load jib) Slates jib, I I stems SWI IS, 743 16j 79 i 4 tISOS.<.S 2.y, 1 13590 1780 2.57110145W 3020 .346 '32 I S71Iiu?.4110 16 78 4 8•S03,:ai 2• 17600 3900 2•SSI828 1 2800 .367 i)Oi) • V) S'Il56u?.6110 (6 78 5 6-303 .'6 2• (7600 3900 2-35T828 2800 367 1)SO SW22eF•4 22 78 4 IO•SO.,6 2• 16350 3200 2-3TB28 4820 368 )35 I 35 5/1221-6 22 78 6 I0-303'.e6 2-i, (6350 3200 2-5ST928 4820 .369 1315 j II? I Fsr 3i5r*008 -fl-a, panel. too -P- to model narn- to, 11 'W244.4P) lea rn'illili7 5!O conditiOn. Oiti.rw,e We minimum end distance -S t U019 000, by 088. Rallar .100 comet requeernenn air as Per slanilaril 3THD14 • 2.Fer mu-sour uolleii anllcs;iun;. use tile S37834 C.99 is, me,, min,malion 3. 7H0 I 4SW inquires 25'minimum embndmCsi c.r.I,c r.linhd,ont -ensue 4 Recommended tirade, moisture content is 16'l. or 1045 .11 'litre ii unuallaiion F',r mile Soar conutlii000. (tin minimum em1411 ,..uui, us 5.A (lunsi system conutlo u(2 return mliii w,lIl a neuter ,our.nuno i,iet •.iC For Ito-pour Coehiui,ofll. Pin IOwa, 14 maSt ne cinrirullied unto a 10i111n1( at Ida ion and connecled it ammo 6 mile (tie IOD portion Cl Ii'. Pour must IIq at t.il 6 .iule. 6.SWI6 and SWfl tuft may In combined. (lii cnacdV of IS' 11m3in..l Fat an d u,n.wait. 112 end dulljnce a allow-it tuineilu a corn,, ilium ,.onul,ni,n. System mall be laNe as till turn olin, 'Single Pu,t11 c3SacuI:ei Ftc a 8 olomwlil. 1/2' minimum end distance i1uii'• A cairo, return I The building designer shell verity that these details are coneintent with the complete load path requirements of the structure. National Toll Free Number: 1-800-999-5099 v CoSy,nt ittq stmnaun Shunt-fe Co. Inc. (nun. F.STR0Nr,WaLL4 CJ7( top A/CO Web Site: www.strongtie.com ) 5LA CR RAE ER PLAN -.. It CONCRETE SLAB J/ ,--PER PLAN / L LOVELACE ENGINEERING Structural Design and TIUc 24 EncnpAnal)-49 1] 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 P?wno 619.535.1989 FUx JOB SHEET NO. ____________________________ 3k,) _______ OF ___ _______________ CALCULATED BY _______________________ DATE CHECKED BY _____________________________ 01/12/435 DATE _______________ SCALE 2x STUDS I6'O.C. (u..4.c.) SHEAR PANEL PER PLAN 2x P.T. SOT. PLATE (y.N.o.) NI A.B. PER PLAN I SHEAR WALL 5C14E (2)05 RE NF. EARS TOP 4 BOTTOM CONTINUOUS FOOTING FF012& L LOVELACE ENGINEERING Structural Designand Me 24 Energy Analysis __ 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 phone 619.535.1989 Px JOB -'7 SHEET NO. OF _______________ CALCULATED BY ____________________________ DATE CHECKED BY DATE 01/I2/ SCALE 0-4EAR PANEL 2* STUD5IO.C. (i,.i.o) PER PLAN - 2* P.T. 601. PLATE • WI A.B. PER PLAN 4 SHEAR WALL 5C14E CONCRETE AS EN ,—P EIR PLAN (2) 45 REINF. 5ARS TOP 4 50TTOM CONTINUOUS FOOTING FF0121 L LOVELACE ENGINEERING Structural Dc*i wul TItle 24 Energy AnZyL J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phorw 619.535.1989 Fox c&vi2() JOB (9 SHEET NO. _________________________ ____________ _______ CALCULATED BY _____________________________ DATE CHECKED BY __________________________ DATE SCALE P051 PER PLAN SiMPSON 'SC' 2x F.T. SOT. PLATE NI A.S. PER PLAN 54-;E4 N4LL. 5C-4W '...:.._ INTERIORPAD FOOTING FFOO4 L LOVELACE ENGINEERING Suctirni Dci and TIUc 24 Enery Analy,b 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 619.535.1989 JOB SHEET NO. CALCULATED BY DATE CHECKED BY DATE lØ/30/5 SCALE CCNC. LAS PER PLAN .ALL 2x 5-iUDS • IWO.C. PER PLAN (•- cccu5 2x P.T. PLATE W1 A.B. PER 3EAR4LL CJ4FtiI = CCNC. 5L4 PLAN .-(I) '5CNT. BAR * 4(V4) e (2) 5 CNT. BAR TOP 45C1CN CONTINUOUS FOOTING FISø L LOVELACE ENGINEERING Sbuctural Desigm ad Thlc 24 Earr Azuiysb ] 6496 Weathem Place • Suite 200 San Diego, California 92121 619.535.9111 Thai. 619.535.1989x Joe o\c\e) SHEET NO. 57 OF 1pO -ii CALCULATED BY DATE CHECKED BY DATE OS/2 8iE' SCALE 2x P.T. PLATE I.*1/ A.S. PER 5C4ED. CCNC. SLAB CONC. 5LA FER PLAN PER PLAN (z)s CONT. BAR TOF 4 50770M CONTINUOUS GARAGE L LOVELACE ENGINEERING Scflu1 Ocal6m and Tilic 14 Es' AnaZyaa I] 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Thaw 619.535.1989 FUr JO9 SHEET NO. 69 OF -i CALCULATED BY DATE CHECKED BY _______________________________ DATE Ø8/I1/'5 SCALE SI4EAR PANEL 2* 51JD5 * PER PLAN 2* P.T. 801. PLATE J A.3. PER PLAN 4 54EAR WALL 5CE. CONCRETE SLAB PER PLAN (',. ()5 RE 1W. BAR ---- CONT. TOP 4 601. CONTINUOUS FOOTING FFCI34 L LOVELACE ENGINEERING SructwL O& .4 flU. 24 Ent AiaLy&. 1 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 P?cn. 619.535.1989 Fbx Joe v ii SHEET NO. (¼D OF LC) - CALCULATED BY OAT! CHECKED BY OAT! SCALE _______ I'...- I 'v I CCL. I - I-- -- kCc A7C F ARC. •-- I- - - - 1 - - CS, CCNC. LA 16, 4 A4 L 4 4 4 44 4 44 4 4 4 4 4 4 4 4 4 4 4 4 PER ARC- Dk4. W. PER ELAN FOOTING DETAIL I1 10/5/99 Scale, 2/8 - is 1 JobName: LARSON BLOOM Truss ID: hA Qty: I Drwg: C099278225-013 - X-1 JF Sim IQD it b4 [TI. Ill 11;d:iirj F4=: NllfII'1 - 1995 1 0- 7- 0 1175 3.50•• 1.50" B: ll 2x4 I. (It 11U5 [151(14 IS lIE (CIIIUSFIE R1IF CF 2 33-10- 4 1175 3.50" 1.50" IEB 2x4 ITt SRD t'IIiliIIE ION) CASES. EliOt W4J.1S IEB IEW l7dJl I]r1r 111607. I17lRDL IXJJT1l1l4NIS nlra.i, are lxvmd (NJi C FIERCE SUIt. 00 CS! L1xI 1cr 10 1SF ,rix-cnruamt WL. at [lie (pJe0 ,wd:ethnl all: end, I.xrlL,lej. -2819 .08 .63 .70 111911N WtSEfl(]4 (.VE1.•I1 II}IItIi V7UJES. -2554 .09 .28 .37 -1879 .03 .31 .34 -1878 .03 .27 .30 -2596 .06 .27 .33 -2675 .08 .20 .28 -2997 .12 .25 .36 3C EUKE SUIt. 00 (SI 1 2609 .39 .35 .74 ' 2 2234 .25 .37 .62 3 2279 .25 .37 .63 4 2797 .42 .11 .53 2-10 -282 .06 5-11 -674 .54 • 3-10 257 06 5-12 369 .11 3-11 -618 .49 7-12 -380 .10 4-11 848 .26 MX 1fliZ1icl4 (: (999 IN 1-174 10-U (1-lw) .-.39"D.-.22"1-41" - Ltia Jobt 1 0- 0- 0 8 33- 6-12 594 , 5-4.12 5-9-4 Il-i-P 5-I-I2 5-4.12 , 5-4-I2 6-2-8 16-6-12 21-1I-8 27-4.4 33-6-I2 2 5- 9- 4 9 0- 0- 0 16.6-I2 17-0-0 3 11-2-0 4 16- 6-12 10 11 16- 8-5-10 6-12 I 2 3 '4 5 6 7 8' S 21-21- 8 12 24- 7-14 6 23- 3-U 7 27- 4- 4 13 33- 6-12 . 400 _4.001 3-5-4 a 33-6-12 0-5-4 s-run 9 10 II Il 13 8-5-Ill 8-1-2 . - 8-10--14 - I 8-5-1111 16-6-12 24-7-14 33-6-12 Tpewal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "(16 ga), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. DIXIELINE LUMBER T,v,ul Sut.mi - Ill) Nnnb,L I),.. Cola Springs. Cl) W)J7 Tp5.0 Version 06.05.99 YV/II(IVIIV(i Read all ,wle.c on this sheet and give a copy of it (a the Erecting Contractor. This design is for an individual building component. It has been based out ipcciftcaiinna prtwided by the cunupnodnl manufacturer and diane in accurd:mnce will, the ctirrenl yerSitull of TI'I and AlilA design niandaids. No responsibility ix :us.ctumed for ditnensiutnal avclucxey. I)irricusiolls arc to be verified by the cnmnpouient manimlariurer ;,ndlnr building designer prior its fahrir:uti,x,. 11w building designer shall awelmill that the lustdn utilized ott this design meet or exceed the heading iunpsrsed by the heal building code. It is :ussuttned unit the lop chord in isieluhly btatced by the r,we or flier sheathijig and the bottom chord is laterally braced by a rigid sheathing tnateu'iai directly attached. 1,111CM. othrwisc tinted. fltariiug xlu,,wtt is (or Intei;ut suppoti of cuumpooeotn members only to reduce buckling length. Thin cntnp.uutcnt slull 11111 be placed in any eovituutlnent that will cause the moisture content of the wood exceed 194. anther canine connector plate corinxi.nt. I:;thtrir:te. hauidle m.siahl and huare [his inns iii accordance with the (nuinwing standards: TRI 'SI OM MANI tAh_. by Tni,wat. (.)l IM.ury ( tINTIUtl. STANI tAill) FOR hIlTAl. PLATE ONNlClul WHIPI, TNt t'tsis - (QST-sx). llANl)l.INI; INSTAI.I.IN11 AND BRAVING MlflAl. PlATI I i,NNlt TlI) Mull) IRI tSSlS• - tlllII.UI) and Illht.Ul SI 'MMAKY SI Illl by III. The Titiss Ilate liustituile (III) is 111r41ted .ut W lit 1,1,11 in Drive. Madiuuit. Wistututsimi 53711). •liteAtiieui.a,, Futcnl and Paper Atsitriation (AilA) 6 located at I 1.IP .nutieilietut Are. NW Sic 2111. Wasitiuitoti IIV N111 4h. TSP, 747 WOt -LARSONB thic, EL Cu.tr Names Dngnrt OK UL.0 - 2 TC Live 16.0 psI DuwF&ca L-1.25 P-125 TC Dead 14.0 pa1 Rep Ir Bed i_is BC Live V.-I j 0 ci imliss -0 BC Dead a a At TOTAL 11240 I U-li (Z3IW) -.14" Ta -.25" - ft L.tia = 3. 0-0-0 8 30-0-0 2 2-2-8 9 0-0-0 3 7- 7- 4 10 4-10-14 4 3.3- 0-0 11 13- 0- 0 5 18-4-12 12 21-1-2 6 19-8-15 13 30-0-0 1 23- 9- 8 TBF: 74.0 chk, EL. Dngnrt OK 11w - 2 TC Live 16.0 pa! TC Dead 14.0 pa! BC Live .0 pa! BC Dead 5.0 pa! TOTPcL. 35.0 pa! WO, LARS4B Cuatr Name, DurFaoe L.1.25 P.1.25 Rep I&r End 1.15 O.C.Spaaing 2- 0- 0 Design Spec UBC-97 Ilfl Ratio: If240 it: 1/240 Job Name: LARSON BLOOM Truss ID: TIC Qty: I Drwg:C099278225-015 in x-iix RUCr SIZE IQD it 2X4 rn IS) Matiicj cp : PI4!I/IIiI - 1995 1 4- 1-12 1050 3.50" 1.50" BC 2M M. #1 uriS fESTQl IS ME (flhl(3311E F8I3J3' c 2 33-10- 4 1050 3.50" 1.50" VEB 2M [FL 91W liEn lIE iJYd) C1cSI$. RE WiU15 IFER 100 RUFARCH iRr 111607. MARIM IHR!?4!4IS di ace IxiroI (141)1 p10.. ao Cs! 1mr fez- 10 VSF ni-wrrot lxi!... ai the trcenj nctezia.l at earii beacmj. 1 34 .00 .18 .18 D v c1 ertic]e oigtui for a,dal Icedu oily. nwniin NUSai cm-34 IL?41:R UNJES. 2 -1483 .02 .29- .31 LId vetticale that are edeóxI alx,ve Cr 3 -1487 .02 .29 .31 belo, the txtae profile Of any) nay ceqlixe 4 -1487 .02 .27 .29 allitiaal ckteign caideraticai (by dJaa) S -2218 • .04 .27 .32 fcr lateral (cice,, dip to Willi Cr oeiuiiic 6 -2297 .04 .23 .28 1aicL oi tie b.iildiig. 7 -2623 .09 .25 .34 C -_ Ala4 lit Cs! 1 947 11 .18 .28 2 1523 .17 .35 .53 3 1913 .22 .35 .57 4 2444 .37 .11 .48 lED CSI lED FUICE CS! 1-9. .00 4-11 599 .18 2-9 -1389' .30 5-11 -681 .54 2-10 511 .16 5-12 380 .12 3-10 -283 32 7-12 -387 .10 3-11 -200 .16 2-2-9 , 5.4-12 411_.._ 5-4-12 5-4-12 , 6-2-8 2-2-8 7-7-4 13.9.1) 18-4-12 23-9.8 39.0.0 13-0-I1 I . Il-p.o I 2 3 4 56 7 8 4.00 -4.00' 3.5.4 .1.5.4 12/31/02 CNIL 311.0-0 4011 '9 s.uuu 10 II Ii 13 4-10.14 , 8-1-2 N-I-i 8-10-14 4-10-14 13-0.0 21-I-2 30-0-0 Tpnwal Systems Platen are 20 ga. unless shown by "18(18 ga.) or "(16 ga), positioned per Joint Report. Circled platen and fame frame platen are poeitioned an shown above. '.i'A RATING Read all notes on this sheet and gil'e a copy of it to the Erecting Contractor. Thih deign ii for an individual building cuinpnueiu. it he been bend on upcciflcaii.iiis punvudcd by lie eninpuncuil utiattufaciurer and dine in D ix IE LI N E accurituice with the current vcriiu.n, of TPI and Aii'A design ciautdards. Norccp.ntiihiliiy in aetimed for ditneutsitmal accitlacy. l)iincniinii, arc to be vcriligd by the component unatitifannurer andhur building designer print in f:ihrkation. The building desiguier shall :usccuiaiui lieu the heidi uililizd in thisdcuign mccl or exceed the loading iinpuucd by the local building cnde. II is assumed ihat lime top cimurd in laterally binned by the until or fliuiur LUMBER uhealbing amid die bunion chord is kitcr.illy braced by a rigid sheniluimig ,ucmterkml direculy :mliaclmed utile,, otherwise ummulcd. ilnmcing uhnwn is for ialer.iI support of culunpulncnta unninbent silly to reduce buckling Insight. This c.umnpuuimenl shall not he Iskiced in any cuiviutuninent thai will cause the uitnisiurc Tn.,,l Snt.m, . i L.unl,.esnuient s.f the ausud meted 19% autdlnr entice cumuttecluir plain cii, i,usi,um,. Fabricate. hau,dle. iuusu.mhl aiml biuce 1111% uu,i itt aec,m,dauicc with Ihic fnhl.uwiuig uiii N.uiLp.,I lit.. CO. sprig.. 431 iiii7 si..uda,ds: II1I INC OM MANI iAl.. by Inuwal. QI tAl.lIY I 'JNrwil. STANDARD 14 I MirAl . I'i.Ahl ti lNNtrTI:l) Wii(H) Till i1SIS - (IJSTitx,. hlANlhl .INi; INSTAI.Ilfdt; AND lINAC INl ; MtTAh . lI..VIl I i)NNlC TFO WCJm)l P Till hS.sIS - (lIIIh.Jh) .slid UIII.91 SI tMMAKy SI lI:Ii by II'h. 'Ilse 1 untie itult liuslitumie (114) ii husnatud ii cxl I it hiumfu hi Iii ire. hl.iuhisuqi. Wisv.umicimi 5)19. Ilue Auuierirati Pot chi amid Paper 75 0 Version 06 05 99 - escu.limmi(hI hus Ave. NW %i ml 'A hiuumplul ill 11111 10/5/99 Scales 5/32" • V _ 5-4-12 5.4-Il , 5.4.12 5.4.12 6.2.8 5-241 10.7-4 16.0-0 21-4.12 26.9.8 33-0.0 16.0.0 17-0-0 2 3 4 5 6 7 8 4.00 3.5-4 .d" IJob Name: LARSON BLOOM Truss ID: lID - Qty: I Drwg:C099Z78225-016 W x-Mc REAcr si D 1 1-1-12 1155 3.50" 1.50" 2 33-10- 4 1155 3.50" 1.50- r FOM AXE. B17 CS1 1 -320 .00 .79 .79 2 -2487 .06 .79 .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 ._ AXE. 20 CS1 2285 .34 .30 .64 2 2129 .24 .37 .61 3 2222 .25 .37 .62 4 2741 .41 .11 .53 WED FCPCE ! ',B .-_ CSI 2-10 -101 .03 5-1.1 -677 .54 3-10 154 .05 5-12 370 .11 3-11 -562 .45 7-12 -380 .10 4-11 816 .25 S1.. -2274 .24 x rOjRMGN (swiall /999 US Ifl4 10-il (LIW) -.18" D. -.21" T- -.40 - Joint Itia = 1 0-0-0 8 33-0-0 2 5-2-8 9 0-0-0 3 10- 7- 4 10 7-10-14 4 16-0-0 U 16-0-0 5 21-4-12 12 24-1-2 6 2 -8-15 13 33-0-0 . I 5-Ill-Is 74 J_ 10-7-15 1'Iatn qxr N'StflPI - 1995 UfIS LSIW IS 11€ CZJIKSFIE RESLLT ci' RU [IRE UYID (7. I17'.Rnr. JuSEriw1s cda are )eserJ (1'ILY a the tiuss neterial at eaii (xari,j. Lcon%jd for 10 113F irn-wtsusmi: IXIL. Est JA 0. 902 j *( xi 12131,02 2 CML ic 2X4 rFL Ill EIC c4 tfl, Ill IEB 2x4 flL SlID SLIM 4 [FL Ill RA7E *J1..U.EZ EER IC113 REWMI REB]TF 111607 aian•r BASED at t3S U.M%R WU1. 334)4) I.O.0 STUU 9 . 10 II 12 13 7.10-14 11.1-i , 8.1.2 8.10-14 7.10-14 16-0-0 24-I-2 33-0-0 10/5/99 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale, 5/32" - 1' "(("(16 ga). positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend all notes on this sheet and give a copy of it In the Erecting (..n1,irnctor. ' WOi LARSOtW 'this design is fur an individual building cwnpuilcnl. It has been based urn specilivauion.s puovidcd by hue cumpurneni tnainufachturer and done in D IX I E L I 't'4 E accordance with the current versions of Til and AFI'A design siantkirds. No rcsponsihilhuy is :ueuined for dimensional accutr.ey. Dimensions are to be vcrificd by the component manufacturer and/or building designer prior mu lab.ic;uuinu. The building designer shall :uace.taiul lieu, the luuIs tuIiIieiI Chki EL. Degnr i DK NL - 2 CUater Nantes , ibis design mcci or exceed the loading imposed by mite lumcml building code. Ills aisiutned lien the lop chord is Laterally braced by the lou,! or floor TC Live 16.0 pet DurPaoB L-1.25 P-17- LUMBER hiuhiutg and the buuouiun chord is laterally braced by a rigid sheathing in.utetial ilimeculy aItaritLmJ uuiilss uuthciwi.c minted. ilr.uviuig showi, is fur Lateral siuppohl of cnmnplrncutms members only to reduce buckling leutguh. This ciuumupurneutu sloll imumu be placed in my cuivirumiiuncu,m IlCul will cause d.c mttm,j%uumc TC Dead 14 .0 peE Rep lr Bnd 1.15 Tnumsl S,n.rn, .Vol.ratalla 1111 Nan pmk Dr.. tal,, Spring.. CO 515)1 content lit the wnu.ul exceed 19% and/or cause curnuiecm.ur 1uLute cuurrmuxiu.n. V.,bmkat. handle, loscuhl and hu.mce uhuis thIn. in :iccomdance with time luiiiowiiug sm.mndjrds.....RI 'SC *0.%lNIANI iM.. Iu. Tniswal. Q1 t.%ljIy C '( INERt II. STANI )ARI) FOR hilTAI . II.ATh ( •f mNNh( ml I Will III Till iSShS - ac Live .0 pa C 0. C. Spacing 2- 0- 0 cIsT411) ilANh)l .INI; INSTALLINO AND 101Am 'INU Nil flAl . II A II I I,NNku TkI WI H),) •I RI 1çSlSl . (ltlll.'li) :,utd 11111•91 SI 'kIMAICY BC Dead 5.0 pa C Design Spec UBC-97 Tp5 .0 Version 06.05.99 SI Il:II by Tl'l. Ike [inn. l'kutc Institiute ill'hi is iu.utd mm 5111 I Ii iui,,I, i,, I), ise kI.,uhismuui Win,mosjut Si/lU tii Auncu k.muu Fumms'I :mtid I'..pei .Sssus i.mtimmui (AIl',Si is lx:mt.d at 11) I m5,neeui. Iii Ave. NW Ste 'ill W.ohiut1-im.n lit ,1X)TM, Mn it lo: (1210 '1: 1,1240 35.0 gin ( 3 4 9-Il-I 33-0-U 8-0-0 6 '7 8 ' 7-0-I5 4-8-10 13-7-I1 18-4-5 23-0-15 - Joist 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 3.2 16-0-0 S 18-4-5 13 20-8-10 6 23- 0-15 14 25- 5- 4 725-5-4 15 33-0-0 8 33- 0- 0 6-6-12 12-11 UVE) 6-6-li - 32" T -.58" 7-0-U Lctia ____ . II 4'. 00 I 18-0-U _400I 3-6 Job Name: LARSON BLOOM Truss ID: H IA Qty: I Drwg: CO9YZiZZ -UU4 X-113 REXT SI2E I8Q0 1156 3.50" 1.50 1C 2.4 Ifl,. 111 A Ix4 c.r,S.i,,ri, 1:II(anl 1+11 l,iv:iiij ((iII) fla1aj dasiapi I.ux,I cii clrzi iawiuiij sp1Itsi 1 1- 112 IC 271 III, III Vi usailul w/2-IrkI. ii i t ucicilU. u uiJaat1e: 2 33-10 4 3153 3.50" 3.50" 1IJI 27.4 IlL Sill) Ui lxi 1"' ln;sm irijirel flat: to es.1ja of w-4i ii U.C. Iloit Lo ILIJ8R 2XII (IL Ill W/ Oil a): 8 o.c. (Ii a uc.aal, (nate as sni)) 1C 24.0" 8- 0- 0 26- 0- 0 Ala. LID CSI Platitg cp : IdS1/ii'L - 1995 tinilecl to fe of th w/1(kl at 8" o.c. If 1 -679 .00 .32 .32 FIJOE VNJ.SS FIR IO3 I1I IR1iI ff1607. 2 are secyiired. aLtndi 'P to Ix.th ecijna ca- 2 -750 .00 .15 .16 Ikaiiwrja nLust lie p idad to a'.v3d txiii1ini. ixasj, to IxL1i faces. If 3 en nr*e are scJ.. 3 -2456 .11 .15 .26 IM mm. CXat1ILKV, lateral laaciiy at:t.wJsd ui.e Ult. 'P en- ecal,, aunt Ie 9U of tnj, 4 -3454 .22 .22 .44 to flat 'IC u,leee iir1jcaJ:es WI 2-Intl 'si.i 1ci.jtl., awl 2x15 if s5d is 14'-011. uu 5 -3e60 .27 .18 .45 e.ali. i.ualxtr uiemt be m,truc.turai grad• .ucpi is ixar I ]dtig cnquitr. 6 -3593 .24 .23 .46 024" o.c. tsslnae Janwimne. liF(I'lIIl flNI, (14 C]14 hulk W6IEs. 7 -2766 .14 .18 .32 8 -2865 .16 .49 .65 3C FCFXE PlO.. Bi) (Si 1 2340 .35 .12 .47 2 3059 .46 .06 .52 3 3801 .57 .06 .63 4 3871 .58 .07 .65 5 3279 49 .06 .55 6 2660 AO .14 .55 Cs! l'EB ___ Cs! 2-10 656 .20 5-1.3 -396 .10 3-10 -853 .22 6-13 447 .14 3-12 563 .17 6-14 -724 .19 4-31 -494 .13 7-14 602 .19 4-3.2 83 .03 S1I.. -1893 .53 5-12 -16 .00 T 2-11-IS X:031A_ swi' tj'C.V45902 33()() I-U-U CNIV \1v3:o2* siun '9 JO II 12 Ii 14 IS 6-6-12 4-8-Ill 4-8-iL, 7-6-12 CFC 6-6-12 11-3-6 16-0-Il 20-8-Ill 25-5-4 33-0-0 -. . 10/5/99 Truawal Systems Plates are 20 ga. unless shown by "18"(18 ga) or Scales 5/32" - 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are poeitioned as shown above. NARNING Read all iwle.c on (isis sheet and give a copy of it to the Erecting Contractor. 78.7 s LhRSGNB This desi1n is For an individiol building colnpmicnt. It has been based on speciluctuiluos provided by abc callnpamcnl uiiauaulacmuurcr and done in CI'Jc: Et. CUetr Naat accordance with the corteul versiarna ur ni and AFI'A design situtidards. Na, resp.uanihilily is :usonned Fair dhpiiuisiaausul accaar.ucy. I)iunensinuui are to be Degnr a DK I#LC - 0 by verified the cnunpalucm mntumufaemtarer andh,.r building dcsiguaer puluar iii F:uh,ienuiuuai. lIe building desiguac. hsli tu5cc11:uiui that alas ad, tulili,ed on D IX lE LI t E ibis aka11,, ailed air exceed the lauding hnpmcd by the local hnildhiig cavis. It is assuuuncd thai the top huaad is tuaerally biased by alas rasaf air Iluwar 'ic Live 16.0 pa C rPaoa L.1. 25 P1 • 25 LUMBE - slactailting tuna) abc bratluatu h,aad is LaaciuIy braced by a tigid slacnlhtiaug aas,te,ital alilesuly •all.atitcal. tutuless arllacawise narld. lIuaiaig aharwia is F,,r bacual R suppuai tat v.alnparndatus uncunbeis aruly I,, reduce buckling Ieaugah. •lIuis sauualprauucuaa aI,Il tin he pLaced it, .•uty cltvilnaullncall aba will e.nuse thus tuanislutac TIC Dead 14.0 pa! Rep r Diel 1. 15 Tiurash S5iii - (anIn,,sn. sarnicuta of tile wood csrced I'J% taidIaar canoe catuuucculur pitnac vaartnoinuuu. ltut,aicat, ln;nuuulhc, i!lsl.nlI arid taa;ncc this ilnusS but tatc,nraLntuvc with the following ISIS Usmibp.sk Di.. iolu Spying,. ('Il jiO)7 sbntLnrds: 'iki IN(•i iM MANI tAt.', by Tnnswat, mjI 'Ai.ITY ft INilla II.STANDARDIi ill hlll.i . IlAl t at iNNl( ilti) Wf till) Till lS'fIN' BC Live .0 pa C 0,C Spacing 2- 0- 0 muNI.,, llANI)I IN(i INS rAIJINt AMP BRAt 'INl; MkTAt. I'IArI ratNNI 11:1) %Vf till) •llll . (I 1111.1)1) anual 11111.91 M uMMARy BC Dead 5.0 pa! Design Spec UBC-97 SliitIl" by Ill. The Ttauss i'Lnt iausaiuuule ITil) is huctatral ..l 5N tin tauaattio I)uisc Ish.,alisn,ui, Wissunusini 3? 19. flint Alulcuictnn (natal and l'.apcu tisfi Rato- 1/240 'IC' 1/240 15 .0 Version 06.05.99 a5sai.,ainani (.5ti,i is tn,ulcal tat t 1.41 (,nuiaaxuicauu Ave. N'A'. it,' 'ill. W:ualuiau1'a,uua lit' Ilit(u. 'IT)TPT. 35.0 pa! -, !. fjob Name: LARSON BLOOM Truss ID: T I B 1 Drwg: C09 KI X-110C REACI SIZE I'D 1 2- 1-12 1.120 3.50" 1.50- 2 33-10- 4 1120 3.50" 1.50" C FIORCE A,X6 RD CST -• 1 46 .01 .18 .19 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 __ AXL flD CS! 1 1904 .21 .17 .38 2 1922 .22 .35 .57 3 2118 .24 .35 .59 4 2643 .40 .11 .51 WEB __ CS! i FCRCE CST 1-9 -106 .02 4-1.1 734 .23 2-9 -2143 .83 5-12 -678 .54 2-10 135 .04 5-12 376 .12 3-10 101 .03 7-32 -383 .10 3-11 -436 .35 .X tmmnai (ui): 099 IN 11,11" 11-22 112W) -.13" Die -.16"1-.30" -JC&t Ltia 1 0-0-0 8 32-0-0 2 4-2-8 9 0-0-0 3 9- 7- 4 10 6-10-14 S 35-0-0 1.1 15-0-0 S 20-4-12 12 23-1-2 5 21-8-15 U 32-0-0 7 25- 9- 8 4-2A___, 5-4-I2 5-4-1.2... 5-4-I2... 5-4-12 , 6-2-8 448 9.7.4 15-0-0 20.4-12 25-9-8 32.0-0 15.0.0 17.0.0 2 3 4 56 7 8 4.00 _400I 3.5.4 .1-it 32-0-0•1 2-0-0 siui; '9 lU II 12 13 6-10-14 8-1-2 11-1-2 8-10.14 I - I 6-10-14 15-0-0 234.2 32.0-0 Truewal Systems Plates are 20 ga. unless shown by "18"(18 ga) or H11 (16ga.). positioned Report. Circled platen and false 1t 2X4 [IL Ill EC cui [IT.. II bIB 2K4 EEL Sill) flJCiE VPJJIS iTS 1(10 lu.I!]l iar 11607 I. for 10 1SF mi-caxtarset 11L. Platiicj t : i*iflPf - 1995 lifts usic is nE CflUSYIE IIjr CS ii 1.17 FIE 1(Yi) C1 S. 14N1flfl tjJ1i8ltiIIS drsas are 1xw,x1 (N.Y C21 Use tnuiso uinLerial at exit Lsaati,rj. iUIliG BAD (14 Ci1I U)UR VALt5S. 10/5/99 Scales 5/32" • 1'- - WAKIVI/VU Read all iiolec on this sheet and give n copy of lift, the &eciillg Contractor. - This design is fur an individual building cnunpuuneuuu. II Wis been based ha slieciricainns provided by the cnunu,uusenI unauuu,f:ucuutrer and dune in accordance with the current versiurns iii Tl'i and A11A di:sign Manui,,ds. Ni, respuuuusihlliiy is :nsu,,uued fur ,liiuueiusiuunal :ivcur.icy. I )iuluensiuua :,re In he DIXIELINE vcrifleiJ by the cuuunpirncuul •nauuuf;uciu,rer ;uuudlu,r building designer prim- in lab, ILahuiulu. 1luc building desiguier skull :uuceul&ui,l that the: heads uuuiliscd en this design unccu ur exceed liii: leading iunpuucd by she t.ui:..I i,uulldiuug conic. II is :ussui,ucd 11call liii: lilie rluuu,d is Lutenully hr.,ccd by liii: riuu,l or floor SlueSuhing .-tied uhc linemen ch,urd is Literally be-aced by a rigid shcuuluiuug ,naue,ial diuccily, :uulaclued_ uu,uless ii:lue.cisc utuuted. IIuuriuig siu.uw h uu is . Liter_ui LUMBER istillporl 1,1 euuunpu.uueuuo unc,usher uuuuly, to reduce huukliuig l:nglti. This vuuunhuiiuueuit shall uuuut hi: placed ii, sit>' cits'Iiuiiuuuie,ti ulusu situ r_uuise the uut.uisuuure 1',siu,uI Ss,ueua, - eol.,sii.. rI,tuuc,uu of liii: we'd i:uvred 19% :uuudl,ir cautse c4millecille'llkile e,uruisiuuuu. I_h. kale. kutudie. instill and tuusre lids uulusS in avtu,iutauucc cult liii: lu,Ihiwiitg liii lonLp..L I),.. (uIo Springs. (*it 117 stsuud.uuds: •TRI •SI .1 PSI M,Nl 'AL. by Inussial. '01 IALI IT II )NI RI 'I .SIANI PARt I Fl PR Nil-TAI. PLATE II )NNll TFIJ We tulip Iki ISSFS' 'iIANIII.lNI; INSIAl.t.INIl AND IIKAIINI; hll:lAl. l'l.Vll IIINPIFI lll) WuutIII Ikl'5SIS .111111 91) situ •lllIi9I SI'MMAIiY MEET' by Ill. liii: 1,suss l'L,te institute lI111 is luu..ut5d ..0 l4% III tunut ii.. I Pu is•e . h i.udls,uiu_ Wis, ,uuusiut %5 I I') The Auuu.:, ii .ui. I',uucsi neil 1..per TpS .0 Version 06 . 05 - 99 ,ss,uui.uiu.uu (Air, I is Isateul at I' SI' I uuuuluus ui.,,, Ave. NS'.', Sue jiliel. W,511i1u1'u,uuu hr 21111f, TSP, 72.3 chkt EL Dngnru DK #L.0 2 TC Live 16.0 pof TC Dead 14.0 pelf BC Live .0 pof BC Dead 5.0 pof TOTM. 35.0 pat WDu IARSCSIB Qa.tair Nans DurFace L-1.25 P-1.25 Rep bOar Sad 1.15 O.C.spaalng 2- 0- 0 Design Spec IJBC-97 i>fl kd.in: 1/240 it:: i/NC P.X iutiiai (ei): UI I'4 12-13 (LIVE) - Jolat Itiae 1 0-0-0 9 0-0-0 2 6- 6-12 10 6- 6-12 3 8-11- 1 U 1.1- 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- 4 725-5-4 1533-0-0 B 33- 0- 0 IobName: LARSON BLOOM Truss ID: H I Qty: 2 Drwg: C099278225-00- Jr. X40r IVCr s12E 1 .1- 1-12 2602 3.50" 1.50" 2 33-jO- 4 2473 3.50" 1.50" R12 AX6 20 CS! 1 -1236 .00 .27 .28 2 -2124 .01 .14 .15 3 -6059 .09 .23 .32 4 -8635 .21 .27 .48 5 -9541 .25 .25 .51 6 -8866 .23 .28 .51 7 -6606 .10 .19 .29 8 -6728 .19 .23 .42 C AM EIND CS! 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 1B CS! bEE __ CS! 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 -13.31 .11 7-14 1614 .25 4-12 160 .02 SM -5051 .48 5-12 -7 .00 It 20 Ut Ill 20 tEl. 81 EB 2X4 Lit SlID _qr J= 2X4 Lit 91 Drainage nust be prwiclecl to aid podirg. 1t )rcirg is reg.dx (by de) to prevt rdatiatqp1ina. See 1118-91 JuST/IN 1-1995; 10.3.4.5 ard 10.3.4.6. ]x4 mm. ceatmøje lateral Izirg attariaxi to flat it sJe irdicatec) w/ 2-1Id nails eath. LiutLer nLlst be s nr.tmra1 gr. Braom iii 24" o.c. unless rn±ed dberwise. PJatiij E : iiNSI/IPI - 1995 IIJOE ¶iNIES FiR 1(11) JUI ]IF 81607. I 4+4+4+4+4+4+4+4+444 + + .il pattern thn is for I&6 Icerla oily. Cbxaa*ratec1 1cLa IIBr be distributed to mxli Iy . eqially. Qi nulti-ply with hagers. toe 3 • nails mm. lito Uia carry irj nester. Fcz mitre lIen 2 pLy, acti nail cluster fruit aiilitiaial ply(s) aild/or Ix,lta if cha.n, or tee aiOy diier rpred ctai1 (by Were). + +4 4$ +44+44 + 4+4 f + +4+4 II tCIlPfl LIASLT3 Cr4 (J1N 1I118R VNIES. 2-IT,Y! NMI w/1l C. staied (N.76-97Sect. 32) in: IC- 2/ft 1- 2/ft bE1- 2/ft ilaiS Cpa lawed at dim-3 )xacbig R12lied per tie foflo.ilrg sclt.thle: rant O.C.fran to it 24.0" 8- 0- 0 26- 0-0 ICrID aLqE 81 EESIGN lrlits ---------------- Dir L.1'lf L.Loc R.Plf R.is U./n. it Vert 60.0 1- 0- 0 600 8- 0- 0 .53 it Vert 145.6 8- 0- 0 145.6 26- 0- 0 33 ItVect 60.0 26- 0- 0 60.0 34- 0- 0 .53 RVett 24.3 1- 0- 0 243 34- 0-0 00 .Impe... Iha X.Icc 11/IL iCVezt 225.2 8- 0- 0 1.00 itt/eat 397.0 8- 0- 0 .00 IC Veit 176.0 26-0-0 1.00 iCVett 154.0 26- 0- 0 .00 6-6-12 4-8-I11 4-8-I1) 9-I I-I 6-6-12 13-7.11 18-4-5 23-0.15 33-0.0 I i 7-0-0 8-0-0 2-PI.YS 2' 3 4 5 6 7 8 ILEQUlItEl) 4.00 42213 (89-0 3 .4.001 I 2-I1-I5 7-8 110-7-15 7 lip ME ((q,1A59B2 I 33.0-lI . siun 9 10 II Il I) 14 IS JL !L! iLiL, 4iL!L JWI1_ ZA:LL.1 6-6.12 11-3-6 16-0-1) 20-8-10 25-5-4 33-9-0 Truawal Systems Plates are 20 ga unless shown by "18"(18 ga.) or "H(16 ga:), positioned per Joint Report. Circled plates and false 10/5/99 Scales 5/32" - is WA RNING Read all isolex on this sheet and give a copy of it to the Ireciiusg Contractor. 1B1 78.7 WO: LARSOIIB Ilili design it 1,., an individual building cwnpmnmcimi. I, kit been hated on tlltcilic;iiiiini pi.sviilcd by the m:snnpi.:lcimu inaiiiif;icmmncr and dint in CM m EL Chzatceier Plant.: D IX I EL I 11 E accordance wimli the clirremim itusisins ii! •lll and .SIPA design al;s,id.sudt. Ni. 1ct1sis11aih11i5y it isussined (iii dillltllilsilLit :icclsr.svy. I )iunrnsinnt are lithe vcrilicd by sh ln e c.slnpscnl snamnufacimurer :smmdlsu building d.uigumer psimur Is. f.sbiit.,slun. Ihe bumihdiumg designer tlufl :s c.iaius 111;11 [he lusuds muujii,td on Dogrurt OK l#Lc • 0 slut dtugsu maccm or ctcctd she hmudisig isuipsncd by the istid building siuilt. It is.somiincd lint the limp chord it Liser.ihly hmiuced by the rimimlor Ilsior TC Live 16.0 pa! DurFace L-1.25 P.1.25 ILUMBER - ahcamlming imsid site bsslmummn chord is IsmesisIly braced by :11 igid slutasimisug ssuseriul mlisecsly :smsaclucd. sumuhess olhcmwitc iuolcd. IIi.sciumg tuusuwsi it fin Islemal . Ii t1 BE R ItIppmiIt of vlummipsmnciuss umucmnhesmi only Is. ,tduurt bimciliumg Iemmgml.. Ilsis vuuiiipimmw.ii dull not lie imLstxsl in any tssviumrnumselus licti will nw55 slut mnoismuurt TC Dead 14.0 pa! Rep PSir Bed 1.00 Tmi..I Simons, . r.i....j, tsrntesmi of misc w,mimd canted 19% :u,idh,s caine c,wisicti,il pmLume aim. .m.si.im. Fuss irate. lm..nslle. in.s5.shl ansi ims.stc lint limist in :siassusliswe with the Isihisiwing BC Live .0 pa! 0. C. Spaoi, 2- 0- 0 IllS U.-alip.4 Ile..rmil.. p.iogu 11 1111119117 snismd.,mds: Tki l5 (IN-I NIAN 'Al:. by I.uusw:il. Ql 'Al .1 lY I., sN I in ii. STANDARD 155k ftullAl. Fl I IINNFI 11:1) tN'S 11111 lIlt 'NSIS tl).SI.lilll. IJANIHINI, INSrAl.i.IN(i AND 1111,51 INS; t.II: rAl. Fl .511: i 'INNI:' -iii, 5vmlmil) rin 1551:5 (11111 VI) ..uid 1111191 SI IMMARY BC Dead 5.0 pa! Design Spec UBC-97 SI 11:1: I by Ill. liuc lutist ILile Iumsliuiiue (Ill is i,iaiitui .ml Sill II, hush ii, lii jar. hI.miiissmi Wist sisishum SI1l). hit Awe. ii sum Iiistsl amid F.s1uer Tp5 .0 Version 06.05.99 As.iai,sjsms (AIl'.%) is l..s.sm.sl u Icii rsiasumei u.s., Ave. NW. Sic lb.fl R.t ii,: 1/210 1C: 1/24! ,ns W..511im51i,,ui. III ..ustr,. iT)TAI. 350 psf FJM:SPECLRLTY STEEL 29003-1 14:44 #leg P.01/01 I SDeclaltg Steel 7291 Garden Grove Blvd., Suite #H Garden Grove, CA 92841 (714) 379-3790 PAX (714) 379-3794 License #268584 March 31, 2000 Re: La Costa 4 plex in Carlsbad,Meadow Vista Corp. plan check correction response- plan review CARLSBAD 00.311 March 22, 2000. Dear David: - Please receive the responses to the plan check correction list for the above reference project. The pertinent items are attached. Item S. We based pad sizes on loading information provided by Lovelace Engineering dated 2/2.5/00. The post-tentioning plans are based on soils report and loading by Lovelace and overwrite the conventional design. ItemlO. Developer to hire special inspector. If you have any questions please feel free to call. Sincerely, Specialty Steel George Castro A k N E T EN G I N F 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" PIT FOUNDATION SLAB FOR SPECIALTY STEEL La Costa 4-Plex Lot 57 05-6 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 La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Soils Eng.: Geotek Project: La Costa 4-Plex Developer: 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 Structural Engineer: Lovelace Architect: Robin Franklin lm= -20 El = I Medium I Emc= 5 feet Eme= 2.7 feet Ymc= 2.5 inches Yme = 0.8 inches Allowable soil pressure Oa = 1250 psf Slab thickness: t = 5.0 inches Concrete strength: (at 28 days) Pc = 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.) Jr Neutral Axis Yt 100 If applicable 90.0 24 24 2 5.0 2 15 Area = Yt= Yb= 4,380 in2 5.62 in 18.38 in 54.0 24 24 5 5.0 2 15 7,395 in2 5.74 in 18.26 in I = 162,478 281,045 jflA4 Sb= 8,842 15,389 inA3 St= 28,894 48,985 inA3 1 Arpet 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 = 0.8x2704.153=33.05 Kips P Anchor=70% GUTS=0.7x270x0. 153=28.9 Kips Peffective= 60% GUTS=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 PTI method and as presented here as the method of minimizing the effects of expansive.soils and settlement. 2 Arçiet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Deflection Calculation For Slab-on-Grade by P11 (UBC97 - Section 1816.4.9) 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 D = Beam Depth in inches e = eccentricity of PT in inches Building 202 (short direction) Relative Stiffness Length Beta= 1/12*(Ec*I/Es)A0.25 = 12.06 ft Smaller of 6*Beta of effective Length 6Beta = 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 L1800= 0.81 inches edge Actual Deflection 0.93 OK 0.25 OK 2 Exterior Beam(s) at 2 4 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 &Beta = I 63.10'ft 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 CENTER LIFT 0.32 EDGE LIFT Deflection Requirement: L/450= 1.68 inches center L/800= 0.95 inches edge Actual Deflection 1.18 OK 0.32 OK 2 Exterior Beam(s) at 2 4 inches overall 2 Interior Beam(s) at 2 4 inches overall Delta o = (YmcxL)AO.205xsA1 .059xPA0.523xEmcA1 .296/380xdA1 .214 Center Lift Delta p = (pexexBetaA2)/2Ec*l Reduction due to PT Center Lift Delta o = LAO. 35xSA0.88xEmeA0.74xYmeA0.76/15.9xdl0.85xP%0.01 Edge Lift Delta p = (pexexBetaA2)/2Ec*l Reduction due to PT Edge Lift 3 Ar,)et 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 VcAO.5 + 0.2 tp = I 110 psi I * fp = 90% of smallest of long and short direction forces at edge of slab Center Lift Short Direction: Vs= 1/135O[LAO.19xSAO.45xdA0.20xPA0.54xy MAO. 04xe MAO. 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[LAO.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 = iii psi NOT OK Edge Lift Long Direction: VI =( LA0.07*dA0.40*PA0.03*emA0.16*ymA0.67)/(3.0*S0.015) = 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*emAO.16*ymAO.67)/(3.0*SI0.015) = 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 V Arnet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Maximum Applied Seruice 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 = 0.45f'c = 1350 psi Center Lift Long Direction: Ml = Ao [B(Emc)fll.238 + C] = 11.05 ft-kips/ft Ao = 1/727[LAO.013* SAO. 306*hAO.688*PAO.534*YmcAO.193] = 1.86 B = (Ymc-l)/3 < or = 1 0.50 C = [8-(P-613)/255][(4-Ymc)/3] > or = 0 2.26 If Emc<5ftuse B=1 and C=0 For LI/Ls > 1.1 For LI/Ls < 1.1 use Ms =MI Short Direction: Ms = ((58+Emc)/60)*Ml = 11.60 ft-kips/ft Edge Lift Long Direction: Ml=((SAO.1*hEme)0.78*YmeAO.66)/(7.2(L)AO.0065*PAO.04) = 3.00 ft-kips/ft Short Direction: For LI/Ls > 1.1 For LI/Ls < 1.1 use Ms =MI Ms = (hA0.35((19+Eme)/57.75))*MI = 3.43 ft-kips/ft 5 Arnet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Number of Strands in Each Direction Slab Strands 2.5 inches from top (approx.) 21 Long Direction Beam Strands 3 inches from bottom (approx.) 0 Long Direction Average Strand Spacing 2.65 Long Direction Slab Strands 2.5 inches from top (approx.) 28 Short Direction Beam Strands 3 inches from bottom (approx.) 0 Short Direction Average Strand Spacing 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: Force Loss long = weight x 1-1/2 x 1.0 = 205.31 k Subgrade friction in Short Direction: Force Loss short = weight x Ls/2 x 1.0 = 207.98 k Stress at Edge of Slab in Long Direction: 119 psi Force at Edge: 520:8 k Stress at Midlength of slab in Long Direction: 72 psi Force at Midslab: 315 k Stress at Edge of Slab in Short Direction: 94 psi Force at Edge: 694.4 k Stress at Midlength of Slab in Short Direction: 66 psi Force at Midslab: 486 k Maximum Allowable Service Moments Long Direction Short Direction Tensile Cracking Moments: fcr= 410.8 psi Negative Bending Moment=nMcr= St(P/A+fcr)+Pxe= 26.13 ft-kips/ft 24.97 ft-kips/ft Positive Bending Moment=pMcr= Sb(fcr-P/A)+Pxe= 6.49 ft-kips/ft 6.60 r ft-kips/ft Negative Bending Moment: e= 3.12 inches 3.24 inches Mtop(tension in top fiber)= St(P/A+ft)+Pxe= 22.47 ft-kips/ft 21.25 ft-kips/ft Mbot(compression in bottom fiber)= Sb(fc-P/A)+Pxe= 19.31 ft-kips/ft 19.98 ft-kips/ft Positive Bending Moment: e= 3.12 inches 3.24 inches Mtop(tension in bottom fiber)= Sb(P/A+ft)-Pxe= 3.60 ft-kips/ft 3.94 ft-kips/ft Mbot(compression in top fiber)= St(fc-P/A)-Pxe= 52.38 ft-kips/ft 54.89 ft-kips/ft Actual Bending Moments: Center Lift= Edge Lift= 11 .05 ft-kips/ft 11.60 1 ft-kips/ft 3.00 ft-kips/ft 3.43j 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 left. 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 OF Oo 11111 liii I Mm. OF 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 L effective= 1.58 feet Arnet Engineering Inc. 3/7/00, 246 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/1n3 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. If 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 Anchor Boils Embed as per Supplier Cataloque & USC I I I 1 10- .w=30" Aeff.=(2.5+2xLeff/4)A2 4. L efl. J., W L eli. J,. 3 dr. w=36" Aeff.=(3+2xLeff/4)A2 Leff (1,500 psf) = 1.43 feet w=42" Aeff.=(3.5+2xLeff/4)A2 Leff (2,000 -psf) = 1.24 feet w=48" Aeff.=(4+2xLeff/4)A2 Leff (2,500 psf) = 1.11 feet 8 Arnet Engineering Inc. 3/7/00, 2:46 PM La Costa 4-Plex Carlsbad, CA Meadow Vista, CA Pad Sizes and Reinforcement (minimums) Size Reint. 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 31#4 Bot.E.W. 20.7 k 26.2 k 31.6 k 42" sq.02"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 14.5" 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 Ec: Modulus of Elasticity of concrete I: Moment of Inertia . • • K: Soil Modulus • b: • Width • • relative stiffness length [in] 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 Wdead P uplift Assume vertical reaction - /at hinge support = zero Sb = St = 12 x 5A2 / 6 = 50 inA3 / ft I=125inA4/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=wx(2L)A2 (0.5P/2L x (2L)/4 - 0.5w(2L)A2/8 = 1.46 ft-kips /ft 0.125P - 0.5 x 0.05x0.5LA2 = 1.46 0.03125LA2 - 0.01563LA2 = 1.46 L=9.67ft 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 <2LJ360 = 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 capcity Wdead P uplift Assume vertical reaction at hinge support = zero L L Sb = 9,178 / 11.75 = 781.1 inA3 St = 9,178 I 6.25 = 1,468.5 jflA3 -M (max) = (6f'cA(1/2) + P/A ) St +M (max) = (6fcA(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=Wx2L 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)A3148E1) - (5W(2L)A4/384E1) = 0.10 in < 2LJ360 = 0.81 in ok .11 C LOVELACE ENGINEERING SHEET NO Stiaciurai Delp IndtIc 24 ncgM&y*ia _ CALCi)I.ATW 5v DATE _ 6496 Weathers Mace • Suite 200 San Diego. Cailfbrnia 92121 CHECKED BY - .. AT L5 619515.9131 PTIna 619.33.I585 P SCALE 0 39d EJNI33NIE1N3 33fl3AIJ1 686 E88 LC:58 ø2/Et/E0 '7A / L-/ '--i-p:-, JOB L LOVELACE ENGINEERING SHEET NO _ ( srxw1 Eksigmnd tulc 24 &Wff An 1 DATE _________________ 1 6496 71kathov Place • Sufle 200 ChECKEO By CAN San Diego. Callforria 92121 619.535,9111 P'i 6l9.35.l989Fi SCALE !' - LEVEL; C, MEMBERS; I NA(; L.5PAN. lot., K. UNIFORM LOAD r 4! (..... 1:1..PLF Tf k12.-.-....... ____• PLF jf fr-I. '7 L5 1 .. TIL.... PL eh/) • LS I 8-4 - ..... ....--..-...._,.. ....-......_. I2.11. •LS 1" 'LB6 '- vmax _____.._._.._. .• LB Ncix: 1!P FT-LBS Iraq: r-----------—' ...____. ( . .... . IN A USE:. -- i±...........GR4DE C1R: HhR4ME, OR -- - - - cR4E - cAh1DER 14A44AE -- .._SPAN: . .IPT. UNIFORM LOAD ________ PLF .. ..........PLF FESS/ P1 Lo P2' .........-..-------.- ..... LBS Mir IWIJq,39d LB LB Vrnax: : LBS Mma: FT-L5 -- - -- GRADE; CAMBER: . -..... -. OR .GRADE,. -4ARCk4RE: MA ....-SPAN; .....FT UNIFORM LOAD His PLF _____ LF P1: LBS LBS LBS ...- LBS V'na> LBS FT.LE35 IN" 6PAOE - - CArBER - - HARDWARE OR ORADE:. . . . -- . CAMBER. HARDWARE: t ?d 9N1?j33Nt9N3 3313NJ1 6E61988 /..E:sØ /Ftf2G LEVEL! 1EMBER5- . MARK- 1 5PAN. t, FT. 0 UNIFORM LOAD ' .................. ¶1.2—PLF N2 PLF )L/'r•'") L5 . 1=2- ..Li iL __.._ --------_..., ..............—. i2-1i.. ••LS LB6 142.7 iN' i-- PE.9 2 ., J. .__:..._ LL k ....—. LE—ENGINEERING S*DJ1! ck!"& cmd t18c 24 McrW& An LOVELACE I 6498 Weathem Race a- State 200 Sx Diego. Califorria 92121 619.535,9111 ,w 619.535.989 joa_ •:''" / I.O4'! •.-j--~ SHEET NO. _____________________ OF CALGULAIED BY 1' OATE CHECKED BY SCAI.E 'x - I !U GRADE-CAM kA4RE OR ••._.._•,,._R4E;CAMDER: •... I4A#NAE: .....__SPAN e ....- IT. j UNIFORM LOAD wim PLF .f d ._ ......-. .. ... .................L5 - . Rh a Rr . . : LEIS Vrnôx: - L Mmax; FT-L5 USE; GRADE; CAMBER: HA4RE OR CR4C) . CAME: ARNE:I MARK : SPAN; ......FT. - 0 UNIFORM LOAD NI; Z ..PLF N?: PLF Fl? s - LBS ................... . . LS Vmax- = L5 mm, dx= . . F1-LE5 . = . USE; IOR CRA. CAMBER:- CAMBER: HARDWARE: tt 3EJ1d 9NT.33NIEN3 3Ofl3A01 686188 4ES9 0/E1.fEt3 Number of HP? I ____ Yes No _____ Yes No Yes No '1 - Install __)( Repair No. of Size Potable Irrigation City of Carlsbad Plumbing - Electrical - Mechanical Worksheet Project Address 2S/3S ts/r Vkft4 D. Permit No. I Questions below refer to work being done for this permit only. PlumbinR - Number of new or relocated fixtures, traps: or floor drains? New building sewer line? Number of roof drains? Install/alter water line? Number of water heaters? Number of hose bibs? Gas piping system - Number of new or relocated gas outlets New water meter - Electrical Number of new panels or subpanels? Single Phase Three Phase 0 'Three Phase - 480 Remodel (relocate existing outlets/switches or add outlets/switches 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? Or relocated duct work? Size of New Service An 09 y Size Number of amperes /0 Number of amperes Number of amperes 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 S. S. 1384 Poinsettia Ave., Suite A, Vista, CA 92083 Geotechnical (760) 599-0509 FAX (760) 599-0593 Environmental 117 IVNSITE Materials 1t, INC. March 30, 2000 GeoTek Project No.: C 1077 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:: Foundation Recommendations Lot5 ta 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 Sierra Linda Investments March 30, 2000 Review of Plans GeoTek Project No. C1077 La Costa 4-Plex, Carlsbad Page —2- We appreciate the opportunity to be of service on this project. If you should have any questions concerning this letter please do not hesitate to contact us at your convenience. Respectfully Submitted, GeoTek Insite Inc. 1384 Poinsettia Ave., Suite A, Vista, CA 92083 (760) 599-0509 FAX (760) 599-0593 KINSITE 9 NC. Geotechnical Environmental Materials Final Report of Earthwork Construction Lots 56 and 57, La Costa Viejo Project For BARRATT AMERICAN Project No.: 2021-SD300 December 14, 2000 ARIZONA CALIFORNIA NEVADA fi:14/ D,9JTA TABLE OF CONTENTS Final Report of Earthwork Construction Lots 56 and 57, La Costa Viejo Project SITE GRADING AND TESTING .................................................................................... 1 Preparation of Existing Ground and Fill Placement ...................................................... 1 FieldTesting..................................................................................................................2 LaboratoryTesting........................................................................................................ Moisture-Density Relations ..............................................................................3 Expansion Index................................................................................................3 Sulfate Content ................................................................................................... 3 FOUNDATION RECOMMENDATIONS.......................................................................3 Foundation Design ............................................................................................ Foundation Set Backs........................................................................................4 Subgrade Moisture: ...........................................................................................5 Vapor Barrier .....................................................................................................5 Foundation Observation ...................................................................... .......................... 6 ConcreteConstruction ......................................................................... .......................... 6 CementType .....................................................................................................6 Concrete Cracking ................................................................... .......................... 6 UTILITY TRENCH CONSTRUCTION AND BACKFILL ............... .......................... 7 POST GRADING CRITERIA ..........................................................................................8 AdditionalGrading .............................................................................. .......................... 8 Landscape Maintenance and Planting ................................................. ........................ ..8 Drainage.............................................................................................. .......................... 8 _4 EX,ThT 1384 Poinsettia Ave., Suite A, Vista, CA 92083 (760) 599-0509 FAX (760) 599-0593 KINS1TE , NC. Geotechnical Environmental Materials. December 14, 2000 Project 2021-SD300 BARRATT AMERICAN 2035 Corte del Nogal, Suite 160 Carlsbad, California 92009 Attention: Mr. Richard Sanchez Subject: Final Report of Earthwork Construction Lots 56 and 57, La Costa Viejo Project Carlsbad, California GeoTek Insite, Inc. is pleased to present the results of our testing and observation during earthwork construction associated with Lots 56 and 57, La Costa Viejo Project on Navarra Drive in the City of Carlsbad, California. This report summarizes our testing during site grading and a brief sunimary of overall site conditions observed and provides finalized foundation design recommendations. The purpose of earthwork was to grade pads and drive areas on the site for the development of two single-family four-unit town homes. TNT Grading performed earthwork for the site. SITE GRADING AND TESTING Preparation of Existing Ground and Fill Placement The lots were brushed and cleared as necessary. Site clearing was relatively limited as minimal grasses were present. Deleterious material such as concentrated organic matter, roots and miscellaneous debris was removed. Following clearing in a given area loose surficial soils were removed and recompacted. The lots Were generally over excavated to an approximate depth of three feet below previous site grades and materials recompacted. ARIZONA CALIFORNIA NEVADA UTAH BRRATT AMERICAN December 14,2000 Lots 56 and 57, La Costa Viejo Project 202 l-SD3 00 Carlsbad, California Page 2 Fill materials consisted of onsite soil materials. Soils were placed in thin lifts, approximately six to eight inches in thickness, brought to near optimum moisture content and compacted to a minimum relative compaction of 90% of the laboratory standard. Low expansive materials are present on the site. Slope restoration was performed on the existing rear slope to remove the loose material in the upper portion and repair the erosional gullies. Approximately the upper 10 feet of the slope materials were removed and recompacted. A bench was excavated a minimum of 8 feet wide into existing firm fill materials. The gullies were cleaned out, filled and track walked with a dozer. The lots are underlain by approximately 35 feet of fill near the rear slope area. Slope tests and observation of the building of slopes were performed as they were graded. Based upon this testing and observation, the slope faces have been adequately compacted and are suitable for the intended use. Field Testing Field density tests were performed using a nuclear gauge (ASTM D-2922). Field density tests were taken at periodic intervals and random locations to check the compaction efforts by the contractor. Testing procedures are, by their nature, specific to the location of the tests taken; variable results could be obtained in other locations. Based on the grading operations observed, the test results presented herein are considered representative of the overall level of compactive effort used during grading. Visual classification of the soils in the field, compared to soil descriptions from laboratory testing was the basis for determining the maximum dry density value and optimum moisture content applied to each density test. On .JL-rJ, INC BARRATT AMERICAN December 14, 2000 Lots 56 and 57, La Costa Viejo Project 202 1-SD3 00 Carlsbad, California Page 3 Laboratory Testing Moisture-Density Relations The laboratory maximum dry density and optimum moisture content for representative soil types were determined in general accordance with test method ASTM D- 1557. Soil Type Description Maximum Dry Optimum Moisture Density (PCF) Content (%) A Red-brown, clayey, medium 126.6 10.5 SAND _with _gravel B Brown, clayey SAND 123.2 11.9 C Yellow-brown, silty SAND 119.4 14.2 Expansion Index Expansion index testing was performed on representative sample a of near surface pad grade soils in general . accordance with Standard 29-2 of the Uniform Building Code. The test results classified the soils as Low expansion potential. The Expansion Index (El). result was <5. Sulfate Content Sulfate testing was performed on representative samples of near surface soils. Test results indicated 0.011 percent water-soluble sulfate. Based upon the test results, type H cement or an equivalent may be used. FOUNDATION RECOMMENDATIONS Foundation Setbacks from Drainage Drainage swales may be placed within 3 feet of the structure. We should specifically review this condition where present. If the ground surface slopes down'ward away from the footing at more than 10 percent the foundation may need to be deepened. Foundation Design and Construction Our office should be contacted prior to construction to review finalized foundation design and construction parameters. Due to the existing site conditions, we are providing BARRATT AMERICAN December 14,2000 Lots 56 and 57, La Costa Viejo Project 202 1SD300 Carlsbad, California Page 4 recommendations for post tensioned foundation system as specified in Section 1819 of the 1997 Uniform Building code. The following parameters maybe used for preliminary design purposes. Foundation Design The following foundation design parameters have been developed based the expansion characteristics, underlying conditions, and on the assumption that footings are founded entirely in properly compacted fill and that the prescribed setbacks from descending slopes are maintained. It has also been assumed that the primary loads on the foundations are applied vertically. Structural loads are anticipated to be on the order of 2 kips per lineal foot and up to 25 kip for continuous and concentrated loads respectively. It should be noted that these values vary from prior recommendations based on actual soil conditions. The recommended bearing material is properly compacted fill earth material. Footings may be designed for a bearing value of 1,250 pounds per square feet. Exterior Grade Beam Embedment Allowable Bearing Value (qa,,ow) Modulus of Subgrade Reaction Passive Pressure Coefficient of Friction (select sand) Coefficient of Friction (native soils) Soil Suction Depth to Constant Soil Suction Em - Edge Moisture Variation Em - Center Ym - Edge Ym - Center Angular Distortion 5 (inches) Foundation Set Backs 18 inches 1250 psf 125 psi/inch 300 psf/ft 0.55 0.35 3.6 6.0 2.7 5.0 0.8 2.5 1/450 2 The following foundation set backs should apply to all foundations: The outside bottom edge of all footings for settlement sensitive structures should be set back a minimum of H/3 (where H is the slope height) from the face of any descending JLthx, iKr BARRATT AMERICAN December 14,2000 Lots 56 and 57, La Costa Viejo Project 202 1-SD3 00 - Carlsbad, California Page 5 slope. The setback should be at least seven (7) feet and need not exceed 20 feet for conventional foundations or 12 feet for post tensioned foundations. The bottom of all footings for structures near retaining walls should be deepened so as to extend below a 1:1 projection upward from the bottom inside edge of the wall stem. Any improvements not conforming to these setbacks may be subject to lateral movements and/or differential settlements. Subgrade Moisture No specific Moisture conditioning is recommended prior to placing concrete. Subgrade soils should be well wetted prior to placing concrete. This can require an extended period of time to achieve. Our representative prior to placing visqueen or reinforcing steel should verify moisture content. If the vapor barrier is not placed within 24 hours and/or concrete is not poured within 96 hours of testing, the moisture tests should be considered invalid unless evaluated otherwise by this, office. The foundation contractor should be responsible to request additional verification/testing. Additional presoaking may be necessary. Vapor Barrier A vapor barrier should be placed beneath all slabs where moisture condensation is undesirable. The barrier should consist of a minimum 6 mil plastic sheeting sandwiched in two 2-inch layers of clean coarse sand or a minimum 10 mil plastic sheeting underlain by 2-inches and overlaid by one inch of clean coarse sand. The sand should be sufficiently thick to protect the plastic. The sand should be proof rolled prior to pouring concrete. It should be realized that the intent of the vapor barrier is to reduce not eliminate slab moisture. If additional protection is warranted a waterproofing contractor or consultant should be consulted. Ki EEO 'W'.1mor BARRATT AMERICAN December 14,2000 Lots 56 and 57, La Costa Viejo Project 202 1SD300 Carlsbad, California Page 6 Foundation Observation All footing excavations should be observed by a representative of this office to check for compliance with the recommendations prior to the placement of reinforcement. It would likely be necessary to perform this observation following compaction of the interior utility trenches. Concrete Construction The concrete contractor should follow UBC and ACI guidelines regarding design, mix, placement, and curing of the concrete. Cement Type Sulfate testing provided results of 0.01 ipercent by weight. Type II cement may be used based upon these results. Concrete Cracking Concrete cracks should be expected. These cracks can vary from sizes that are essentially unnoticed to more than 1/8 inch in width. Most cracks in concrete while unsightly do not significantly impact long-term performance. While it is possible to take measures (proper concrete mix, placement, curing, control joints, etc.) to reduce the extent and size of cracks that occur. Some cracking will occur despite the best efforts to minimize it. Concrete undergoes chemical processes that are dependent on a wide range of variables, which are difficult, at best, to control. Concrete, while seemingly a stable material, is also subject to internal expansion and contraction due toexternal changes over time. One of the simplest means to control cracking is to provide weakened joints for cracking to occur along. These do not prevent cracks from developing; they simply provide a relief point for the stresses that develop. These joints are widely accepted means to control cracks but are not always effective. Control joints are more effective the more closely spaced. We would suggest that control joints be placed in two direction spaced the numeric equivalent of two times thickness of the slab in inches changed to feet (e.g. a 4 inch slab would have control joints at 8 feet centers). As a practical matter this is not always possible nor is it a widely applied standard. BARRATT AMERICAN December 14, 2000 Lots 56 and 57, La Costa Viejo Project 202 i-SD300 Carlsbad, California Page 7 UTILITY TRENCH CONSTRUCTION AND BACKFILL Utility trench excavation and backfill is the contractor responsibility. The geotechnical consultant typically provides periodic observation and testing of these operations. While, efforts are made to make sufficient observations and tests to verify that the contractors' methods and procedures are adequate to achieve proper compaction, it is typically impractical to observe all backfill procedures. As such, it is critical that the contractor use consistent backfill procedures. Trenches for all utilities should be excavated in accordance with CAL-OSHA and any other applicable safety standards. Safe conditions will be required to enable compaction testing of the trench backfill. All utility trench backfill in slopes, structural areas, streets and beneath all flat work or hardscape should be brought to near optimum moisture and compacted to at least 90 percent of the laboratory standard. Neither flooding nor jetting is recommended for native soils. Flooding or jetting may be used with select sand having Sand Equivalent (S.E.) of 30 or higher in shallow (12± inches) under slab interior trenches. The water should be allowed to dissipate prior to pouring slabs. Sand backfill should not be allowed in exterior trenches adjacent to and within an area extending below a 1:1 projection from the outside bottom edge of a footing, unless it is similar to the surrounding soil. Where expansive soil is present care should be taken to prevent the possible intrusion of water along the utility trenches from exterior sources. Care should be taken not to place soils at high moisture content within the upper three feet of the trench backfill in street areas, as overly wet soils may impact subgrade preparation. BARRATT AMERICAN December 14, 2000 Lots 56 and 57, La Costa Viejo Project 2021 -SD3 00 Carlsbad, California Page 8 POST GRADING CRITERIA Additional Grading This office should be notified in advance of any additional fill placement, regrading of the site, or trench backfihling after rough grading has been completed. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site. Landscape Maintenance and Planting Water has been shown to weaken the inherent strength of soil, and slope stability is significantly reduced by overly wet conditions. Positive surface drainage away from graded slopes should be maintained and only the amount of irrigation necessary to sustain plant life should be provided for planted slopes. Overwatering should be avoided. Care should be taken when adding soil amendments to avoid excessive watering. Leaching as a method of soil preparation prior to planting is not recommended. Graded slopes constructed within and utilizing onsite materials are considered erosive. Eroded debris may be minimized and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover soon after construction. Plants selected for landscaping should be lightweight, deep-rooted types, which require little water and are capable of surviving the prevailing climate. An abatement program to control ground-burrowing rodents should be implemented and maintained. This is critical as burrowing rodents can decrease the long-term performance of slopes. Drainage The need to maintain proper surface drainage and subsurface systems cannot be overly emphasized. Positive site drainage should be maintained at all times. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond or seep into the ground. Pad drainage should be directed toward approved area(s). .EK, lr.c - y _.A 0- 4ON \, NE ANDERSON No. C26820 Exp. 3-31-2001 q CIVIL j*A BARRATT AMERICAN December 14, 2000 Lots 56 and 57, La Costa Viejo Project 202 LSD300 Carlsbad, California Page 9 REGULATORY COMPLIANCE Cuts, fills, and processing of original ground under the purview of this report, have been completed under the observation of, and with selective testing by GeoTek Insite, Inc. and are found to be in compliance with the Grading Ordinance of the City of Carlsbad, California. Our findings were made, and recommendations prepared in conformance with generally accepted professional engineering practices and no further warranty is implied nor made. .This report is subject to review by the controlling authorities for this project. GeoTek Insite, Inc. accepts neither responsibility nor liability for work, testing or recommendations performed or provided by others. We appreciate the opportunity to be of service on this project. If you should have any questions, please do not hesitate to call our office. Respectfully submitted, GeoTek Insite, Inc., rdn Wayne Anderson, R.C.E Project Engineer Blake Project Geologist Enclosures: Appendix A Field Density Test Results Plate 1 Density Test Location Map Distribution: (4) Addressee * La Costa Viejo GeoTek Insite, Inc. Project No.: 2021-S0300 Navarra Drive FIELD DENSITY TESTS Barratt American Carlsbad, California I Test iDensityCompactionDATE I Moisture I Dry I Maximum Test I Relative I No. Location Elev. I Content Density (%) PSoil ype Type (pcf) (pcf) 11129/00 1 Lot 56. West Side 57.1 7.9 114.5 R io.o rd 2 Lot 56- North Side 55.2 9.2 114.1 A 126.6 N 90.1 3 Lot 56. East Side 56.3 8.4 116.0 A 126.6 N 91.6 4 Lot 56- South Side 57.0 7.6 114.8 A 126.6 N 90.7 5 Lot 56. Slope Section Area 46.9 9.2 116.7 A 126.6 N 92.2 6 Lot 56. Slope Section Area 46.2 8.8 116.2 A 126.6 N 91.8 7 Lot 56 . Lot Centre 57.4 9.8 117.1 A 126.6 N 92.5 11/30/00 8 Lot 56 Slope Area 55.0 9.5 115.2 A 126.6 N 91.0 9 Lot 56 Slope Area 49.0 10.2 114.3 A 126.6 N 90.3 10 Lot 57 Slope Area 43.0 10.7 116.8 A 126.6 N 92.3 11 Lot 57 Slope Area 45.0 9.4 116.0 A 126.6 N 91.6 12' Lot 56-West Side FG 8.7 114.1 A 126.6 N 90.1 13 Lot 56-South Side FG 9.9 116.7 A 126.6 N 92.2 14 Lot 56- East Side FG 11.3 116.0 A 126.6 N 91.6 15 Lot 56 - North Side FG 10.8 114.6 A 126.6 N 90.5 12/01/00 16 Lot 56- South FG 11.4 114.8 A 126.6 N 90.7 17 Lot 57 - North Side Slope Area 46.0 9.4 113.9 A 126.6 N 90.0 18 Lot 57 - North Side Slope Area 46.0 8.6 114.5 A 126.6 N 90.4 19 Lot 57- North Side Slope Area 48.0 10.8 114.2 A 126.6 N 90.2 20 Lot 57 - North Side Slope Area 48.5 9.7 111.2 A 126.6 N 87.8 20A Lot 57 - North Side Slope Area retest #20 48.5 9.9 114.2 A 126.6 N 90.2 21 Lot 57 Driveway 56.0 9.2 114.2 A 126.6 N 90.2 22 Lot 57 - North Side Slope 52.0 9.7 112.0 A 126.6 N 88.5 22A Lot 57 - North Side Slope -retest 11 22 52.0 1.4 114.3 A 126.6 N 90.3 12/04/00 23 Lot 57 - North Side Slope 49.0 10.2 114.1 A 126.6 N 90.1 24 Lot 57- North Side Slope 51.0 10.0 114.5 A 126.6 N 90.4 25 Lot 57 - North Side Slope 54.0 10.9 115.5 A 126.6 N 91.2 26 Lot 56 East side 57.6 9.2 113.9 A 126.6 N 90.0 27 Lot 57 North side 55.5 10.6 116.7 A 126.6 N 92.2 28 Lot 57 Northeast side 54.3 9.8 114.8 A 126.6 N 90.7 29 Lot 57 North side 56.0 11.5 116.2 A 126.6 N 91.8 30 Lot 57 West side 54.0 11.4 113.9 A 126.6 N 90.0 31 Lot 57 Southwest side 55.2 11.3 114.8 A 126.6 N 90.7 32 Lot 57 Center 56.1 13.4 114.3 A 126.6 N 90.3 33 Lot 57 Southeast side 58.0 13.8 112.8 A 126.6 N 89.1 12/05/00 33A Lot 57 retest #33 58.0 11.9 114.8 A 126.6 N 90.7 34 Lot 57 East side 55.0 12.8 114.2 A 126.6 N 90.2 35 Lot 57 North side 55.0 13.3 115.6 A 126.6 N 91.3 36 Lot 57 North side 58.0 11.7 114.7 A 126.6 N 90.6 37 Lot 57 South side 56.0 11.5 111.2 A 126.6 N 90.2 38 Face of Side Slope Lot 57 51.0 . 11.4 109.1 A 126.6 N 86.2 39 Face of Side Slope Lot 57 51.5 10.8 107.2 A 126.6 N 84.7 40 Face of Side Slope Lot 56 54.0 10.6 105.0 A 126.6 N 82.9 41 Lot 57 Garage South side 55.0 10.3 114.3 A 126.6 N 90.3 12/06/00 39A Face of side slope retest #39 49.5 10.4 114.1 A 126.6 N 90.1 40A Face of Side sloperetest #40 54.0 10.3 113.9 A 126.6 N 90.0 38A Face of Side slope retest #38 51.0 10.9 113.9 A 126.6 N 90.0 42 Lot 57 North side 58.1 8.8 108.9 C 119.4 N 91.2 43 Lot 57 Garage-West side FG 9.3 108.3 C 119.4 N 90.7 44 Lot 57 Garage-East side FG 10.2 107.7 C 119.4 N 90.2 45 Lot 57 Garage - South side FG 9.1 108.2 C 119.4 N 90.6 46 Lot 57 Norhiwest side FG 9.3 108.2 C 119.4 N 90.6 N = Nuclear Gauge Testing FG = Finished Grade 130 120 110 100 90 80 70 140 MAXIMUM DENSITY REPORT Curve No.: A Project No.: C2021-SD300 Project: LA COSTA/NA VARRA DR. Location: Elev./Depth: 0-3' Remarks: Date: 11/29/00 MATERIAL DESCRIPTION Description: Reddish brown, medium grain sands, clayey, w/gravel. Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit Plasticity Index = %>No.4= % %<No.200 L TEST RESULTS Maximum dry density = 126.6 pcf [Optimum moisture = 10.5 % Water content, % Plate GeoTek, Inc. 100 90 80 70 140 130 120 Ia 110 MAXIMUM DENSITY REPORT Curve No.: B Project No.: C2021-SD300 Project: LA COSTA/NA VARRA DR. Location: Elev./Depth: Remarks: Date: 12/4/00 MATERIAL DESCRIPTION Description: Olive brown clayey sand Classifications USCS: Nat. Moist. = Liquid Limit %>No.4 % AASHTO: Sp.G. = Plasticity Index = % c No.200 = L TEST RESULTS Maximum dry density = 123.2 pcf LOptimum moisture = 11.9 % Water content, % Plate 140 130 120 90 80 70 MAXIMUM DENSITY REPORT Curve No.: C Project No.: 202 1-SD300 Project: LA COSTA/NAVARRA DR. Location: Elev./Depth: Remarks: Date: 12/6/00 MATERIAL DESCRIPTION Description: YELLOW BROWN SILTY SAND Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>No.4 % %cNo.200= [ TEST RESULTS Maximum dry density = 319.4 pcf [ptimum moisture = 12.2 % Water content, % Plate 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: ' A%v,-je,e4 Building Permit Plan Check Number: Project Address: 2SJ4 A.P.N.: - /7- Js_ Project Applicant (Owner'(s') Name(s) ,lI.c,'e') I4J7-4 Ic Project Description: Building Type: Residential: Number of New Dwelling Units 4 Square Feet of Living Area in New Dwelling z Z3 SIC ZS-77S . i.,. Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area Comerc./ Ind.: Square FEket Floor Area City Certification: Date: Z,1-2 01M 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 wner is tte owner/'dveloper of the above described project(s), or that the person executing this declaration is aut ized t , in on b,a!fner. Sian Date: lo, 9.4c) 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 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 -659 6(#Sf Code 53311 Mitigation Agreement fee (AB 181) (SB 201)d2* (Méllo - Roos) Note: requirements tdCoJe I7LO flndicate Date and Number or name of Agreement) Total amount of (new) floor area within the building 9 619 Fee Amount per Square Foot Cr Amount Collected 'k/O J? V, 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- 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 completed other applicable school mitigation determined by the information presented above and due to the School Djsfrict. The City may issue building permits for this project. 0// J. Hall SIGNATURE OF SCHOOL DISTRICT OFFICIAL 1 ' st. S endent, Business DATE TITLE PHONE NUMBER 7(o -753 -, Y'Wx SS3 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 t h o s e 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 Uni f i e d a n d the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the s c h o o l fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protes t p e r i o d r e g a r d t o such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other a p p l i c a b l e l a w , commences with such payment or performance of any other requirement as described in Section 66020 of th e G o v e r n m e n t Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. T. 3 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: t' c'cz// Project Address: -2-5-34 c c2,4 A.P.N.: 2/ -/7o-s- Project Applicant (Owner'(s') Name(s) ) t4- Project Description: 4 Building Type: If Residential: Number of New Dwelling Units 4 Square Feet of Living Area in New Dwelling 2.23 z.c77s, ffl, za5S s.? Z-- —L4 Second Dwelling Unit: Square Feet of Living Area in SDU z Res. Additions: Net Square Feet New Area Comerc./ Ind.: Square Feet Floor Area City Certification: A A Date: 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 Owners 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 kwner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized o sign on b$iaIf of the Owner. Date: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576. (760) 438-1161 • FAX (760) 438-0894 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) (Mello - Roos) Note: requirements 1(Indicate Date and Number or name of Agreement) I Total amount of (new) floor area within the building q I (a) 0 Fee Amount per Square Foot Amount Collected ' 9,649.0 -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 ' N /A 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 ' J f 4 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 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 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 for that fiscal year shall be collected on the tax roll in the same manneras propertytaxes. The full sewer service 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 notifythe District, on forms provided bythe 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 applicant's 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 ATTHETIME 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 RESERVESTHE 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 TOTHEAPPLICANTAND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO -A TAX LIEN. OWNER'S NAME 13 4- American 2035 corte del no gal MAILING ADDRESS PHONE NUMBER 431-0800 Carlsbad CA, 92009 SERVICE ADDRESS 2534 Navarra Rd. Carlsbad CA. TRACT NAME/NO._La Costa LOT# 56 CONNECTION FEE: $_/S_ ASSESSOR'S PARCEL NO. 216-170-3500 PRORATED SEWER SERV. FEE: TOTAL $_/f,.tOo TYPE/BUILDING_$-plex —*/UNITS PAIDBY: DCASH ECHECK# 165271 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. WA 10/16/00 FR 22195-198 Owner Signature - Date Redd by Account No. Ref: 15BS.PERMIT1 City of Carlsbad Plumbing - Electrical - Mechanical Worksheet Project Address Fs/lr Vkt~44 D Permit No. Questions below refer to work being done for this permit only. Plumbing Number of new or relocated fixtures, traps, or floor drains? . I. New building sewer line? Yes No Number of roof drains? Install/alter water line? Yes C No Number of water heaters? Number of hose bibs? /1 Gas piping system - Install 4 Repair Number of new or relocated gas outlets New water meter - No. of Size 2 Potable Irrigation ç Electrical 0 Number of new panels or subpanels? Single Phase Three Phase 0 Three Phase - 480 Remodel (relocate existing outlets/switches or add outlets/switches 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? r relocated duct work? Size of New Service .DM7i1a9 1 Size Number of amperes Cf Number of amperes Number of amperes Yes No Number of HP? IIII 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 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCROI040 Building Inspection Request Line (760) 602-2725 03/05/2001 Job Address Permit Type: Parcel No: Valuation: Reference #: Project Title: 2534 NAVARRA DR CBAD PCR Lot #: 0 $0.00 Construction Type: VN PCRO1004 LA COSTA 4-PLEX,REV HVAC SYST Status: ISSUED Applied: 02/06/2001 Entered By: RMA Plan Approved: 03/05/2001 Issued: 03/05/2001 Inspect Area: 31j__~68 03/05/01 0002 01 02 Applicant: Owner: BARRAT AMERICAN INCORPORATED 2035 CORTE DEL NOGAL COP 32700 CARLSBAD, CA 92009 619-929-6420 Total Fees: $32700 Total Pa'ymets-Tó' Date: c$000 \. Baln&Due:\ $327.00 /LfJ Plan Check Revision FeT'—. $32700 INCORPORATED 1852 FINAL APPROVAL Inspector: Date: _____________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cadsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. O(/ coO?b>J,(1204 Pi0OOZ(I PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 S . ___________ FOR OFFICE USE ON PLAN CHECK NO. /PeA EST. VAL. Plan Ck. Deposit Validated By I #A_ Date 0,16,14 9 Address (include' Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Description of Work SQ. FT. #f Stories # of Bedrooms # of Bathrooms t41/ A, r P i c c Ib bOZIO IOoZU Name Address I City State/Zip Telephone # ' Fax # Name 'jt.t Address City State/Zip Telephone if gn..... Name -R."v Address City State/Zip Telephone if (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section7031.5 by any applicant for a permit subjects the applicant to a civil pen,y of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone if State License if License Class City Business License if Designer Name Address City State/Zip Telephone State License if - Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: o 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. X 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 d. My worker's compensation insurance carrier and policy number are: Insurance Company FIZEPSIC'AIT ç•'s-c.'.J Policy No. WW 00 61 0 Expiration Date '? t 0 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) O CERTIFICATE OF EXEMPTION: 'I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition to e c of ompensation, damages as provided for in Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE ' DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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 Xon 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 ractor'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. / 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 work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number I type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quility 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 SERVICM AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a constru tion lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME J\1/'k' 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 Citt' 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 a period of 0 d (Sectipn 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE . . -. DATE WHITE: File YELLOW: Applicant PINK: Finance . . . EsGil Corporation 2n Partnership with government for fBui(Iing Safety DATE: Feb. 27, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV3 (PCR 01040) SET: II APPLICANT O PLAN REVIEWER O FILE PROJECT ADDRESS: 2534 & 2538 Navarra PROJECT NAME: La Costa 4-Plex; Delta 3 Revisions The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. - The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person Lni REMARKS: # 3): Please callout FD's at penetrations of garage & Unit B common walls and floor (above the garage) on sheet # 2. [This is a full 1-hr. occupancy separation assembly]. By: AL! SADRE Enclosures: Previously-approved Esgil Corporation plans 0 GA MB J EJ J PC 2/21 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 4 EsGil Corporation 1n Partnership with government for Bui(ing Safety DATE: Feb. 12, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV3(PCR01040) SET:I U LICANT JURIS. U PLAN REVIEWER U FILE- PROJECT ADDRESS: 2534 & 2538 Navarra PROJECT NAME: La Costa 4-Plex; Delta 3 Revisions The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LI 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 Jj 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: Lou Ochoa 2035 CORTE DEL NOGAL, # 160, CB, CA 92009 LI 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: Lou (s.,i Telephone #: 760-802-8614 Date contacted: 2,1 )6 loi (by: 10- Fax #: (-,Co b) 930. Mail .._-elephoneI ,1 Fax.,-(n Person REMARKS: # 1): Each sheet of the revised plans must be signed by the designer. # 2): Show details & references for one-hour HVAC shafts penetrating floor & roof. # 3): Please show Fire Dampers at the penetration of garage walls as well as the return air ducts on plan. # 4): Please submit 3-sets of signed approved plans to the Building Department for back-check. By: ALl SADRE Enclosures: Previously-approved Esgil Corporation plans 0 GA 0 MB J EJ 0 Pc 2/7 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 00-210/211 REV3 (PCR 01040) Feb. 12, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV3 (PCR 01040) PREPARED BY: ALl SADRE DATE: Feb. 12, 2001 BUILDING ADDRESS: 2534 & 2538 Navarra BUILDING OCCUPANCY: Ri TYPE OF CONSTRUCTION: V-1HR. UlLDlN(i PORTION AF(EA (Sq. Ft.) Valuation Multiplier F<eg. Mod. VALUE () Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance V P I I Plan Check Fee by Ordinance I $326.81] Type of Review: D complete Review Structural Only Repetitive Fee MOther I I 'v]Repeats El Hourly Hours * Esgil Plan Review Fee $261.45 * Based on hourly rate Comments: Mechanical plan revisions: Esgil fee = 3 hrs. @ $87.15/hr. Sheet I of I macvalue.doc JI V jO 04/27/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCROI 098 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: 2534 NAVARRA DR CBAD PCR Lot #: 0 $0.00 Construction Type: NEW Status: ISSUED Applied: 04/25/2001 Entered By: RMA Plan Approved: 04/27/2001 Issued: 04/27/2001 Inspect Area: Project Title: LA COSTA VIEJA-REV FIRE DAMPER CB002I0 & CB002I I Applicant: RCR COMPANIES Owner: 49 04/27/01 0002 01 COP 12620 MAGNOLIA AV RIVERSIDE CA 92503 909 371-5000 109-00 Total Fees: $109.00 _- \. Total PaymentiTó Date: $Ô.00 N Bálanc Du& $109.00 / 7 \ - / Plan Check Revision FT - Additional Fees ( ç $109.00 '$0.00 - INCORPORATED ku p FINAL APPROVAL Inspector: Date: _____________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the 51mp051ti0n5 of fees, dedications, reservations, or other exactions hereafter collectively referred to as feesIexactions." 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 Cadsbad 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 cápactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. o&o ;~, .. PERMIT APPLICATION (71L7 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE O,JQ.Y PLAN CHECK NO./Je/p//q EST. VAL. I Plan Ck. Deposit Validated By_ Address (in'blu'de Bldg/Suite #1 Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use of Work SO. FT. #of Stories # of Bedrooms # of Bathrooms e Ptth?iQLuLO2S rZ 4k)LC. Name Address City Sfate/Zip Telephone l# Fax # 3' ,'PPL'II5A1T K A WN, Name Address City State/Zip Telephone # in 4 Name Address City State/Zip Telephone # CONTRcIDQMANY " - (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 IChapter 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 hundnA dollars ($5001). 146ine Address City State/Zip - Telephol State License #1~15 License Class "Z-ø City Business License I Designer Name Address City State/Zip Telephone State License I ORSPNATI0P( , .1 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. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($ 100.000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code. interest and attorney's fees. SIGNATURE DATE __________________________________ ____________________ I heieby 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 wageq 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 Coda: 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). 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 I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name 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 I 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 I phone number I type of work): PROPERTY OWNER SIGNATURE DATE COBTETESfS?1bPOR ?IOESIDENL1bI1NbPER WdAJWJP? 1W 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? Cl 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 feat 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. 8.jONSTRUcTlONLENDlNGfAGENCY - 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________________________________________________________ 9APPI.lCANTcERTlFlCATtON 4' V, ..Afflftm -4 •ç I W. 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 Cite' 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 UABILITIES, 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 J conce vations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permi uildlng 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 it n ys Ira 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 p of1 0d Uniform Building Code). I APPLICANT'S SIGNATURE '. DATE __________er ________________ WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation 2n Partnership with government for fBui(i(ing Safety DATE: APRIL 25, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV4 (PCR 01-098) SET: I PROJECT ADDRESS: 2534 & 2538 Navarra PROJECT NAME: La Costa 4-Plex; O APPLICANT r-prJi REVIEWER U FILE LIII 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. - LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Li 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. LI 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: # 1): Each sheet of the revised plans must be signed by the designer. By: ALl SADRE Enclosures: Previously-approved Esgil Corporation plans 0 GA j MB EJ F1 PC LOG trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 00-210/211 REV4 (PCR 01-098) APRIL 25, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV4 (PCR 01-098) PREPARED BY: ALl SADRE DATE: APRIL 259 2001 BUILDING ADDRESS: 2534 & 2538 Navarra BUILDING OCCUPANCY: Ri TYPE OF CONSTRUCTION: V-1HR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. J VALUE ($) F.D. changes Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance v $108.941 Type of Review: 0 complete Review 0 Structural Only O Repetitive Fee 0 Other [jRepeats P1 Hourly I if Hour(s) * Esgil Plan Review Fee I $87.15f * Based on hourly rate Comments: Mechanical plan revisions: Esgil fee = 3 hrs. @ $87.15/hr. Sheet 1 of 1 01/19/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCROI004 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Parcel No: Lot #: 0 Valuation: $0.00 Construction Type: NEW Reference #: CP99001 3 Project Title: LA COSTA 4 PLEX-REV TO PARTY WALLS-REPLACES CB002I0 & CB002II Status: PENDING Applied: 01/09/2001 Entered By: RMA Plan Approved: Issued: Inspect Area: Applicant: BARRATT AMERICAN INCORPORA 2035 CORTE DEL NOGAL CARLSBAD, CA 92009 619-929-6420 Owner: 9440 01/19/01 0002 01 02 1-1 C6P 327.00 7' Total Fees: $327.00 Total Payments-To Date: $0.00 \.. Balance Due: $327.00 Plan Check Revision Feé $327:00 INCORPORATED 1952 FINAL APPROVAL Inspector: Date: ______________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. fA Of O() CITY OF CARLSBAD BUILDING DEPARTMENT I. VAL. 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit PA Date t ed 7 AL /ô 1PROiECT..INFOR1 IIATION ..... lS3'1 Iff-rvo 258 PJThI&W2/t Address (include Bldg/Suite #) . Business Nam 9 (at this address) LA C0sT4 Uvv- j j S7 j. COSTA-..4p(EX j Lot No. Subdivision Name/Number ' Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Li'r. 4' lô1 ijiit frPP 3 o j PIvq& Description of Work SO. FT #of Stories # of Bedrooms # of Bathrooms UJMt 1404-C U. 2 CONTACT PERSON (if different from applicant) .. . ,, ,.ip; .. .. I • L.ou. OC R '3j- 1 ei..J O3S Ccrti DE/ Ah*I 'O cIstn CA 720e' - Name Address City State/Zip Telephone # f Fax # :3!APPLICANT :. Dc rac.t& :.: Name Address City State/Zip Telephone # hl 4 PROPERTY OWNER - . 7' -. . Name Address City State/Zip Telephone # 15 CONTRACTOR, COMPANY Ni ME r-1r (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars I$50011. il-fzr2rr ?4sv c.AJ i M7A1 160 ci-eIsg*p ( q Name Address City State/Zip Telephone # State License # 40'7 S'i 'Z' %License Class City Business License # ci.%J frfrpJCI1,, bE;j( e,50 sv.iw C ii?øi Designer Name Address City State/Zip Telephone State license # 6 WORKERS COMPENSATION 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. A 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 iss ed. My worker's compensation insurance carrier and policy number are: Insurance Company FZ)%*e1U'T criV1.peU41flor.J Policy No. LfJ&I W a 9 Z'Z..ITO I •Expiration Date ? I O I (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 subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' corn eneation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition t t e Co of 4mpensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE — DATE 7B I -"j I heieby 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 Cont ctor'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). 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 I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I 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 / address I phone number / type of work): f"t A PROPERTY OWNER SIGNATURE "±._LkL..... DATE I_"00 coMETrHIS.SEcTiONFoRNoI-REs/DEN. 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. 8 CON ONSTRUCTI LENDINGAGENCY -. I hereby affirm that there is a construction,Iending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. 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 50' 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 a period o 80 days (Sction 106.4.4 Uniform Building Code). 49-01 APPLICANT'S SIGNATURE — _. DATE I *I WHITE: File YELLOW: Applicant PINK: Finance B A R R A T T 1-08-01 City of Carlsbad Mr. Mike Peterson 1635 Faraday Ave. Carlsbad CA 92008 Re; Plan Revisions Building permit #CB000210 and CB00021 1 Dear Mike, As part of a review of plans and details for our building permits at 2534 and 2538 Navarra Drive, we have chosen to upgrade some of the details within the plans. The changes have been noted on the plans as DELTA 3. Revise the framing on the party wall to two separate 2x4 stud walls with a continuous air space. Add a fill 1 1/2" gyperete at plan A Revise the party wall details for better sound attenuation levels. Add "SOLO TUBE" lighting to replace skylights. Revise the master bath shower in the plan C Revise the master Bath Entry in Plans A and B Lighting plans now to reflect the HOA common area lighting. Revisions to the T-24, now meeting SDG&E efficiency programs. Please call me if you have any questions at 760-930-0356. Thanks for your help. Sincerely Lou Ochoa Project Manager Barratt American Barratt American Incorporated 2035 Corte Del Nogal, Suite 160, Carlsbad, CA 92009 (760) 431-0800 Contractor's License No. 407512 - EsGil Corporation 1n Partnersacip With qoziernmeitt for Bui(iing Safety DATE: January 17, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV 2 (PCR 01004) PROJECT ADDRESS: 2534 & 2538 Navarra PROJECT NAME: La Costa 4-Plex; Delta 3 Revisions O JURIS. ANT U PLAN REVIEWER U FILE SET:I 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. LI 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. LI 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 LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: (by: ) Fax #: T Fax In Person EMARKS: ch sheet of the plans must be signed by the designer. urt Culver Enclosures: Previously-approved Esgil Corporation plans D GA 0 MB 0 EJ 0 Pc 1/9101 tmsmtl.dot I 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 4 - Carlsbad 00-210/211 REV 2 (PCR 01004) January 17, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-210/211 REV 2 (PCR 01004) PREPARED BY: Kurt Culver DATE: January 17, 2001 BUILDING ADDRESS: 2534 & 2538 Navarra BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBy Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V I I I $326.811 Type of Review: 0 complete Review 0 Structural Only E] Repetitive Fee 0 Other I v Repeats El Hourly. I 31 Hours * Esgil Plan Review Fee * Based on hourly rate Comments: Delta 3 revisions: Esgil fee = 3 hrs. @ $87.15/hr. Sheet I of I macvalue.doc L LOVELACE. ENGINEERING - Structural Engineering Services STRUCTURAL CALCULATIONS DATE: DECEMBER 18, 2000 PROJECT: LA COSTA 4-PLEX NAVARRA DRIVE LA COSTA, CA OWNER: BARRATT AMERICAN INCORPORATED 2035 CORTE DEL NOGAL, STE. 160 CARLSBAD, CA 92009 DESIGNER: FRANKLIN DESIGN 6070 MISSION GORGE RD., STE. 4 SAN DIEGO, CA 92120 JOB: 99230B NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE 6496 Weathers Place • Suite 200 San Diego, California 92121-2958 www.lovelaceeng.com • phone 858.535.9111 fax 858.535.1989 LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 CHECKED BY Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. OF_ CALCULATED BY DATE DATE SCALE / 5TLIC1URAL CAL CULAfl QN.JS SCOPE OF WORK WE HAVE REVIEWED AND REVISED OUR STRUCTURAL CALCUALTIONS PER THE CONSULTANT. THE FLOOR SHEATHING WAS BEEN STOPPED AT THE PARTY WALLS. I1/2" GYPCRETE IS USED AT THE FLOOR OF PLAN A ONLY. (NOWHERE ELSE) DRAG TRUSSES ARE USED AT THE ROOF IN LIEU OF EXTENDING THE SHEATHING. SEE THE FOLLONING REVISED CALCULATIONS AND PLANS. ROOF DEAD LOAD: ROOFING (Ti L — ) .......................................................... par SHEATHING ...................................................................................1.5 RAFTER/CEILING JOISTS OR TRUSSES .....................................4.0 INSULATION ...................................................................................1.5 DRYWALL .....................................................................................2.5 OTHER (ELEC.. MECH., MISC.) .....................................................0.5 TOTAL DEAD LOAD: 7-0 .0 par LIVE LOAD: 1(0.0 poP TOTAL LOAD: %.0 per om JOB L LOVELACE SHEET NO. OF (9\ ENGINEERING ________________ Sthictur1De.tgn and Tale 24 CALCULATED BY _______________________ DATE ] 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY ___________________________ DATE 619.535.9111 Tha.e 619.535.1989 Am SCALE FLOOR DEAD LOAD: FLOORING ( ) .............................................2.0 par .!, cMPJ1) 2.0 JOISTS ...........................................................................................3.5 DRYWALL .... J. ... i.W-' ..................................................2.5 OTHER (ELEC., MECH., MISC.) ....................................................3.0 TOTAL DEAD LOAD: i6.0 per LIVE LOAD: (RESIDENTIAL USE PER U6C CHAPTER I) 40.0 12s TOTAL LOAD: (.&.0 per Po.i . — .O p EXTERIOR HALL STUDS.............................................. .................................. ........ .....1.0 par DRYWALL .....................................................................................25 INSULATION ...................................................................................1.5 EXTERIOR FINISH ( 1vL4-' ) .....................................................10.0 OTHER (MISC.) .............................................................................1.0 TOTAL LOAD: Ito .0 per INTERIOR HALL STUDS.............................................................................................1.0 par DRYWALL .....................................................................................5.0 OTHER (MISC.) .............................................................................1.0 TOTAL LOAD: 1.0 per DECK/OTHER Z'. par .0 2.0 3.5 1 0 .0 1.5 .oØ par 60.0 poP 60. per c 4TiL (#0.0 pf. V pq.c: .i,.:,,,j •c ri;: ri L LOVELACE ENGINEERING Structural Design and TItle 24 Ener, Analysis _i 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. __________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE LEVEL: _____ MEMBERS: ._,'r'13 MARK: j_SPAN: 171 FT. UNIFORM LOAD =. S PLF N2: : PLF : Las RI: Rr: "LBS Vn,ax: Mtna X: . - FT-L55 Ire: 1.PID!J2..__. .........5)J IN4 USE: 5Y4.IC I'F GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MAR . SPAN: ..L~ FT. J UNIFORM LOAD :jPLF PLF Pt: P2: = LBS RI: = a Ø LBS Rr: : Las Vniax: = MbO LBS Mn,ax: Irc1: cs-- . FT-Las ... IN' USE: /4*%4 GRADE: P-.ør1 CAMBER: HARDWARE: . - OR GRADE: CAMBER: -,.,HARDWARE: MA RIO . L AN: FT. KI UNIFORM LOAD NI: ii..t'P4) 2J±2_. : 4%? PLF N2: : PLF Pt: : LBS P2: : Las RI: :'.4f,D Las Rr=I' Las Vntax: - : 4I.b Las Mmax= : 3c) FT-L55 Ireq: : 160 IN JSE: 'Yf2-' I'F GRADE: ?-11 CAMBER: HARDWARE: OR GRADE: CAMBER: kARDNARE: L LOVE LACE ENGINEERING Structural Design and Title 24 Energy Analysis _i 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Plane 619.535.1989 Thx JOB 1 SHEET NO. _________________________________ O CALCULATED BY _____________________________ DATE CHECKED BY ___________________________ DATE SCALE LEVEL: MEMBERS: _4 MARK: 6*J SPAN: I( FT. UNIFORM LOAD NI: L"t-)t"C)_48/()] cLu) Le)k PLF N2: : PLF P2:_ : LBS RI: ____________•__[o .q •1-155 Rr _LBS Vniax: Minax: :6I& FT-LBS Ireq: L.1a ,(eL') :35IN USE: GRADE: ?-L.1 CAMBER: HARDWARE: OR GRADE: CAMBER: HARDNARE: MARK: SPAN: FT NI: O UNIFORM LOAD PLF = PLF LBS LBS LBS LBS FT-LBS Minax: IN USE: GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: ---SPAN---- W2= RI: Vmax: Mrnax: Ireci: FT. Fj UNIFORM LOAD PLF PLF LBS LBS LBS LBS FT-1-155 IN4 USE: - GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE- LEM LOVELACE ENGINEERING JOB 992-20 <7 SHEET NO. _________________________________ OF Structwul Des and TItle 24 Encrgy CALCULATED BY DATE 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY DATE 619.535.9111 Phone 619.535.1989 Fux SCALE FCLWM1QNS ALLOWABLE SEARING PRESSURE, cj I5O PSF (PER DESIGN CRITERIA) V61- j4' T'1IP4 OTh ¶ ADS. ),e t' •.400)i..u) t 1 60 pr, CONTINUOUS PERIMETER 4 SEARING HALL FOOTINGS: LOCATION: ç4g rqt,- f9wristi. w PLAN C Ci..,r VLk to"I 1k, 1.5V PLF WIDTH REQD= (N1/q x 12) = Ii- IN USE: 5 "NIDE)( 7.4 "DEEP WITH i ' 5 TOP 4 SOTTOM LOC N1 : WIDTH REQD= (1,41 f x 12) = U5E:--Lg,"NIDE>( Z4 DEEP WITH TOP 4 SOTTOM LOCATION:____________ N: PLF WIDTH REQD: (N/n x 12) IN USE: 0 WIDE X 0 DEEP N1114 $____ TOP 4 SOTTOM ISOLATED SPREAD FOOTINGS: MARK: F- ( p_) ' = 1,4 LSS Areqo : P/cj x 144: . : 71 o SQ IN iiE P "SQUARE>< Z4 "DEEP NITI-I ' EA WAY (3" CLEAR FROM SOIL) F- cOD LSS = 144: : 944 SQ IN USE: 5 "SQUARE>( Z4 "DEEP WITH 5 EA NAY (3" CLEAR FROM SOIL) PLF IN L LOVE LACE ENGINEERING Structural Design and Title 24 Energy Analysis _i 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 P?wne 619.535.1989 FUx JOB SHEET NO. _________________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE a MARK: F - ' : •__(_v-) ________ LBS Araqo = P/q x 144= !'° SQ IN USE: So" SQUARE X Z4.' DEEP kill-i ', EA NAY (3" CLEAR FROM SOIL )I MARK: F- 15 119iZ L55 Araqo : P/q x144: ..._,_..___._.Jft_5QIN I USE: 4V SQUARE )< 2-k "DEEP WITH 4 EA NAY (3" CLEAR FROM SOIL)I MARK: F- Araq o : P/q x 144: : 141 SQ IN USE: Ili, SQUAREX 14 "DEEP kIll-I 0 15 EA NAY (3" CLEAR FROM SOIL)I MARK: F- , :I4L55 P/q xI44: ... ..........--..-.----.—:$j_SQIN USE: ." SQUARE X ." DEEP NITl-I 4 * EA NAY (3" CLEAR FROM SOIL) Are00 = P/q x 144: IN USE: 4L")< 4"L.")< 2* "DEEP kIll-i 4 0 '5 . 4 4 0 '5 (3" CLEAR FROM SOIL) MARK: F- Areqo : P/q x 144: ._ USE: " >< X "DEEP kIll-I 0 (3" CLEAR FROM 50 L) MARK: F- LBS : P/q x 144: USE: )< " X DEEP kIll-I (3" CLEAR FROM 5OIL)I LOVELACE ENGINEERING Structural Design and Title 24 Engy AnalysIs 6496 Weathers Place • Suite 200 San Diego, CalifornIa 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. <7 OF CALCULATED BY ___________________________ DATE CHECKED BY _________________________ DATE _________________ SCALE AREA: SEISMIC LOAD: SEISMIC ZONE: 4 SEISMIC SOURCE TYPE: SOIL. TYPE: ..'?.!.... Na: L° Ca: .4+(Na) = Nv: 11— C: &I (N,) = .103 I = 1.0, STANDARD OCCUPANCY -_* 1.4 =11 Ct: 0.020 h: T: (C)(Ii)314 = — N: TOTAL SEISMIC DEAD LOAD WIND LOAD: (T'1L( tDVft.tc P17 SP4v4) EXPOSURE: BASIC WIND SPEED: 10 mph C: _.,TABLE I-C3 Cq 1.3, TABLE 11-1 q5= I2.6 psf I: 1.0, NON-ESSENTIAL FACILITY P: (OeXCqXqs XI) _____ psf l.a wi IN4P1'WPJ ROOF WEIGHT: DIAPHRAGM: A z Ii - LBS EXTERIOR WALL NGT. (TRIB. TO DIAPHRAGM) q'/ ( %c') ( i& rir') i Z.° LBS INTERIOR WALL NGT. (TRIB. TO DIAPHRAGM): 1 i (I 110 LB TOTAL NEIGI-41 TRIB. TO DIAPHRAGM: 55, #°Io LBS ft FLOOR WEIGHT: sire oMfr1) DIAPHRAGM: 'Z1Z" Cra, per) t 45j(7 z914 "`(V, 12 b.2.00 LBS EXTERIOR WALL NGT. (TRIB. TO DIAPHRAGM): %d/(&o(%(+ z4/o I LBS INTERIOR WALL NGT. (TRIB. TO DIAPHRAGM): Df.zj1'e Q')L, ?'*) 4 II I , iiO LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM: I c03, S' LBS SUMMARY: TOTAL DEAD LOAD, .*4: $4) ,° LBS BASE SHEAR, V= C-1 (N): — LBS RT BUT NEED NOT EXCEED: BASE SHEAR, V: 2.CaI (N): .lk, (N): IS )I 1) LBS BUT NOT LESS THAN: BASE SHEAR, V:0.1ICaI(N): ______ (N): BUT NOT LESS THAN (SEISMIC ZONE 4 ONLY): BASE SHEAR, V: 0.8NJ (N): (N): LBS A# •,n: '. 74 - L JOB ENGINEERING SHEET NO. OF Structural DesIgn and Title 24 Eii CALCULATED BY _________________________ DATE i 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 CHECKED BY ____________________________ DATE 619.535.9111Thone 619.535.1989Thx SCALE a a a --.,.t;.-'. a a 5 -• LOAD DISTRISUTION± LEVEL hx W, u&h F A V,1 :(F/A) R ft (5541 kips I 10 kip-ft sO.14 kips 61,690 ft2 'W par Ist 10 ft i13_kips 40 kip-ft 0 .V1kips obS Ft2 par TOTALS: -34,% kipe 13260 kJp-ft 4t'I kips 5WEAALL DESIGN: ROOF DIAPHRAGM:. WIND TRIBUTARY AREA, TA-- = — Ft2 (N-5) TA= — ft2 (E-N) SEISMIC (vu ) WIND, V: (PxTA)/A N-S: .W par psf 51&4"i-_GOVERNS E-N:',W par —par GOVERNS 15t FLOOR DIAPHRAGM: WIND TRIBUTARY AREA, TA: TA: SEISMIC (vs ) WIND, V: (PxTA)/A N-S: 'S, 115 par —par E-N: 5.16 par - psi' — ft2 (N-S) — ft2 (E-N) GOVERNS 'I GOVERNS tj '99 7~ 0 \11 JOB _________________________________ LOVELACE ________________ ENGINEERING SHEET NO. _________________ OF Structural Design and TItle 24 EncrV Analysis CALCULATED BY DATE 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 CHECKED BY DATE 619.535.9111 Phone 619.535.1989 Fax SCALE p.10 FLOOR 5I-IEARALLS $'S DIRECTION LATERAL LOAD.._PSF ( ,( LuJi- 11 IRIS. AREA, TA: . = pooFT2 LOAD 6 11-115 LEVEL: (v5 x TA): 3,64 cp L55 LOAD. LEVEL: : LBS TOTAL LOAD: :4O LBS SHEAR NALL LENGTH, L: G't ''tC.' = 2.' FT vz (TL/L): : 144 PLF USE: PER SHEAR WALL SCHEDULE OVERTURN ING: SHEAR PANEL LENGTH: FT, X O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT-LBS FT-LBS FT-LBS LBS LINE •-- £ LMJP.- q IRIS. AREA. TA: = 44 FT2 LOAD G THIS LEVEL: (v5 x TA): : LOAD. LEVEL: : LBS TOTAL LOAD: LBS .61-lEAR WALL LENGTH. L: : t4 FT v:(TL/L): ..-. ,. :%PLF USE: () PER 5HEARALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, 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 Title 24 Ener, Analysis 1 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. Ii) OF CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SI-IEARHALLS DIRECTION LATERAL LOAD ..PSF LINE LiW 7 IRIS. AREA. TA: . : 1765 FT2 LOAD Q TI-IlS LEVEL: (V5 x TA): z 9z87-LSS LOAD. LEVEL: : LSS TOTAL LOAD: :2B2L55 SHEAR WALL LENGTH, L: j : 3 FT (TL/L): --.-----.-.--,----- ZPLF USE: PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH:FT. $J O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT-LBS FT-LBS = FT-LBS LBS LINE TRIS. AREA, TA: : FT2 LOAD a THIS LEVEL: (v5 x TA): : LBS LOAD. LEVEL: : LBS TOTAL LOAD: : LBS SHEAR WALL LENGTH, L: : FT (TL/L): : PLF USE:Q PER SHEARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT, O.K. BY INSPECTION FT-LBS FT-1-55 FT-LBS LBS JOB LL LOVELACE _______________ OF _/ V SHEET NO. _______________________________ ENGINEERING Structural Design and Title 24 Energy Analysis CALCULATED BY ___________________________ DATE J 6496 Weathers Place • Suite 200 CHECKED BY ____________________________ DATE San Diego. Califoi-nla 92121 619.535.9111 Phone 619.535.1989 Fx SCALE FLOOR 5I-4EARHALL5 DIRECTION LATERAL LOAD SF LINE A1., 3. TRIB. AREA. TA: : F T 2 LOAD 10 THIS LEVEL: (V5 x TA):•_____ :tI,b4 LBS LOAD, LEVEL: : LBS TOTAL LOAD: ....____ !J1..i,4..L55 SHEAR HALL LENGTH. L: L 4 2k,6 FT (TL/L): 1!_.i&1._ PLF USE: ® PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: ,(FT, O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: ,Cqii1z.o) ] V. : FT-LBS NET MOMENT: : to41- FT-LBS UPLIFT: USE:r14T4 ' IC / Wd LINE &- TRIB. AREA, TA: : 4FT2 LOAD Q THIS LEVEL: (v x TA): : _____LBS LOAD LEVEL: : LBS TOTAL LOAD:. .................--------.- LBS SHEAR HALL LENGTH. L: . FT (TL/L): : 31W PLF USE: PER SHEARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, n O.K. BY INSPECTION 01 MOMENT: . FT-LBS RES. MOMENT: - t f')i NET MOMENT: UPLIFT: USE: r',5r43'1 sm. .t;1r4__1 L LOVELACE ENGINEERING Structural Dcslgyi and Title 24 Energy Analysis 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB ~ik SHEET NO. ___________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SHEARHALLS DIRECTION LATERAL LOAD. V: .._P6F LINE IRIS. AREA, TA: a &415'FT2 LOAD e 11-115 LEVEL: (v x TA):•a 3i4_LBS LOAD, LEVEL: : LBS TOTAL LOAD S 614, LBS SHEAR HALL LENGTH, L: 7'4'*')' +1' - :'23 FT (TL/L): _j1._PLF USE: UD PER SHEAR HALL SCHEDULE OVERTURNING.- SHEAR PANEL LENGTH: FT, V4 O.K. BY INSPECTION OT MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT-1-55 FT-1-55 FT-LBS LBS LINE :r IRIS. AREA, TA: : 4FT2 LOAD 6 THIS LEVEL: (v x TA): : 2.361. LBS LOAD. LEVEL: LBS TOTAL LOAD: SHEAR HALL LENGTH. La fIX P: i4ç' FT (TL/L): : 13 PLF USE: (j PER SI-IEARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, X O.K. BY INSPECTION OT MOMENT: a FT-LBS RES. MOMENT: a FT-LBS NET MOMENT: : FT-LBS UPLIFT: LBS USE: qdt JOB ____________________________________ LOVELACE _______________ OF___________ ENGINEERING SHEET NO. _________________ Structun1 Design and TItle 24 Energy AnalysW CALCULATED BY 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY 619.535.9111 Thane 619.535.1989 Fax SCALE - DATE DATE .FLOOR SkEARHALLS '4..DIRECTION LATERAL LOAD, E ...PSF LINE .1 C wwrrs I7 It IRIS. AREA, TA: : FT2 LOAD THIS LEVEL: (V5 x TA): :2.CO LBS LOAD, 9ov? LEVEL: :°LBS TOTAL LOAD: LBS SHEAR HALL LENGTH L: .~!S + I' : z FT v: (TL/L): : PLF USE: T PER SHEAR HALL 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: LINE k. - C I.Awt, 6 IRIS. AREA, TA: -. : 15al,_FT2 LOAD 0 THIS LEVEL: (v5 x TA): : % LBS LOAD. T-o ..LEVEL= •. : 10 LBS TOTAL LOAD: - ---------- j-.---, _LBS SI-lEAR HALL LENGTH L: : *—FT (TL/L): : PLF USE: Q PER SI-IEARHALL SCI-IEDULE ',r1?. 6i1'.o14- DL .'1ST OVERTURNING: SHEAR PANEL LENGTH= FT. J O.K. BY INSPECTION ' OT MOMENT: : FT-LBS RES. MOMENT: : FT-LBS NET MOMENT: FT-LBS UPLIFT: : LBS USE:______________________________________ L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fkx JOB SHEET NO. _______________________________ OF CALCULATED BY CHECKED BY SCALE DATE DATE IST FLOOR SI-IEARHALLS DIRECTION LATERAL LOAD SF LINE -7 TRIS. AREA. TA: LOAD im TI-415 LEVEL: (V5 x TA): LOAD. çoc -- LEVEL: TOTAL LOAD: SHEAR HALL LENGTH, L: - (TL/L): USE: (ij PER SHEAR HALL SCHEDULE OVERTURNING: r30 FT2 ooj- too LBS . LBS :,DO_LBS r2.,445 1.0 FT 36 I52 PLF '5 SMEAR PANEL LENGTH= _F1, LA f O.K. BY INSPECTION 01 MOMENT: - : FT-1-55 RES. MOMENT: : FT-LBS NET MOMENT: _____ : FT-LBS UPLIFT: USE: LINE TRIB. AREA, TA: LOAD 6 THIS LEVEL: (V5 x TA): LOAD, LEVEL: TOTAL LOAD: SHEAR HALL LENGTH, L: V: (TL/L): USE:@ PER SHEARALL SCHEDULE 4dr1 FT2 l FT PLF OVERTURNING: SHEAR PANEL LENGTH= 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT, X O.K. BY INSPECTION FT-LBS FT-LBS FT-LBS LBS L LOVELACE ENGINEERING Structural Design and TItle 24 Ener, Analysis ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 mane 619.535.1989 Fax JOB SHEET NO. _________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SI-1EAR4ALLS DIRECTION LATERAL LOA SF LINE IRIS. AREA, TA: 192. Fl? LOAD im TI-ItS LEVEL: (v x TA): z 191141s LBS LOAD. eo LEVEL: LBS TOTAL LOAD: LBS SHEAR HALL LENGTH, L: •_ (TL/L): : 960. PLF USE: J PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: SFT, U O.K. ST INSPECTION 01 MOMENT=. ____ 1W*' )(4.9) = )FT LBS RES. MOMENT: L 3 :41&FT -LBS NET MOMENT: FTL85 UPLIFT: 1.01c_1c. :gi.LBS USE: ______•44Th13 ' LINE P.. IRIS. AREA, TA: : 4cFT2 LOAD a THIS LEVEL: (v x TA): : LBS LOAD LEVEL: : LBS TOTAL LOAD: : -%4O LBS SHEAR HALL LENGTH, L: : 1, FT v:(TL/L): PLF --.-...---..-.-.--..----..---- USE: UJ PER SI-1EARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT, XJ O.K. BY INSPECTION FT-1-56 FT-1-55 FT-LBS LBS EJ JOB '7'zo 1 LOVELACE ________________ SHEET NO. 7 OF(/ENGINEERING Structural Design and Title 24 Energy Analysis CALCULATED BY ___________________________ DATE 6496 Weathers Place • Suite 200 San Diego, CalIfornia 92121 CHECKED BY _____________________________ DATE 619.535.9111 Phone 619.535.1989 Fox SCALE FLOOR SI-IEARHALLS DIRECTION LATERAL LOAD .PSF LINE -. TRIS. AREA. TA: .. . : FT2 £M 51U), LOAD 0 TI4I5 LEVEL: (V5 x TA): . : 4 LSS LOAD. LEVEL: = LSS TOTAL LOAD: SPEAR HALL LENGTH L: = FT (TL/L): jj_FLF USE: 01 PER SPEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= FT.)1 § O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT-L-55 FT-L55 FT-L.SS LSS LINE Fa-i-! TRIS. AREA, TA: : FT2 LOAD Q THIS LEVEL: (v5 x TA): :41bbzLSS LOAD. o. LEVEL: :tL5S TOTAL LOAD: -............- ..........- L55 SHEAR SI-lEAR HALL LENGTH L: FT (TL/L):--.---..-... ---. QZ PLF USE: ® PER SI-IEARHALL SCHEDULE 5kJflx1 ' &fJ114- 11Il.11 (' OVERTURNING: SHEAR PANEL LENGTH: FT, O.K. BY INSPECTION 01 MOMENT: 1,401FT-L55 RE'S. MOMENT :---..--- .-- :36&FTLS5 NET MOMENT: FT-L55 UPLIFT: . 7,150 L55 USE: 05A __s4ccyz. L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis i 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Phone 619.535.1989 Fax JOB 9101 107 00, SHEET NO. Ii ____________________________ OF CALCULATED BY - DATE CHECKED BY DATE SCALE ..FLOOR 5I-IEARHALL5 'DIRECTION LATERAL LOA !.PSF LINE L IRIS. AREA, TA: : 6,v FT2 LOAD 10 11-415 LEVEL: (v x TA): : LBS LOAD, O_ LEVEL: TOTAL LOAD: 4? LBS SHEAR HALL LENGTH, L - 14- 8+5 : .b FT (TL/L): ----.-_____ USE: ( PER SHEAR HALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: 'FT, r7j O.K. BY INSPECTION 01 MOMENT: : FT-LBS RES. MOMENT: = FT-LBS NET MOMENT: : FT-LBS UPLIFT: 1160- L55 USE: LINE i'.. IRIS. AREA, TA-- LOAD is THIS LEVEL: (v * TA): LOAD. LEVEL: TOTAL LOAD= SHEAR HALL LENGTH, L: v: (IL/L): U5E:() PER SHEARHALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH: FT, O.K. BY INSPECTION 01 MOMENT: RES. MOMENT: NET MOMENT: UPLIFT: USE: FT2 =jL6N LBS LSS LBS Z.O FT PLF FT-LBS FT-LBS LBS LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 CHECKED BY DATE Phone (858) 535.9111 Fax (858) 535-1989 SCALE B.N. LSTA18 STRAP 2x BLKG. ACROSS TRUSS BETWEEN TRUSSES ._- STUB TRUSSES <> ' PER PLAN / 2x SLK'& k/ A3E' a 240.C.__-\ \J0 STUD TRUSSES PER PLAN - SHEAR TRANSFER DETAIL k1RSøIDI 2A JOB SHEET NO. OF CALCULATED BY DATE k jI LOVELACE I ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 i Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. — OF CALCULATED BY DATE CHECKED BY DATE SCALE ROOF PLThD. PER PLAN -- DRAG TRUSS (ALIGN NI -1EARNALL) E .N. A35 PER SHEAR- WALL SCHED. --' 1SHEAR PANEL PER PLAN 2x STUD WALL SHEAR TRANSFER DETAIL h LOVELACE I I ENGINEERING, INC. Structural Engineering Services - -6496 Weathers Place • Suite 200 San DIego, California 92121 i Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. - OF— CALCULATED BY____________________________ DATE CHECKED BY DATE SCALE ROOF PLThD. PER PLAN ROOF TRUES -- DRAG TRUSS PER PLAN E.N. A35 0 24'0.C. -" SHEAR PANEL PER PLAN 2x STUD WALL 2x STUD MALL --- SHEAR TRANSFER DETAIL Alk NR50331 JOB ______________ LOVELACE ,\ (6' ENGINEERING, INC. SHEETNO._ Structural Engineering Services CALCULATED BY_____________________________ DATE 6496 Weathers Place • Suite 200 San Diego, California 92121 CHECKED BY DATE Phone (858) 535.9111 Fax (858) 535-1989 SCALE PLThD. SHEATHING PER PLAN- A35 PER 5HEAR1ALL SCHEDULE (INSTALL 24O.C. WHERE SHEAR- WALL DOES NOT OCCUR) TRUSSES PER PLI SIMPSON 'STC CLIP EA. TRUSS TO NON-BEARING MALL SHEAR PANEL PER PLAN (EXTEND TO ROOF SHEATHING) SHEAR TRANSFER DETAIL LOVELACE Ll ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. (7 OF CALCULATED BY DATE CHECKED BY DATE SCALE 2x STUDS 8 IO.C. SHEAR PANEL 2x P.T. SOT. PLATE PER PLAN kI/ Id PER EARI.4ALL Sd-lED. PL'rND. SHEATHING PER PLAN NI I1/2 LTNT. CONC. .4ev. L r (OR GYPCRETE) B.N. MICROLLAM RIM JOIST - E .N. —TJI JOIST PER PLAN A35 PER S.W. Sd-lED. DOUBLE TOP PLATES 2x STUDS a Io"O.d. SHEAR PANEL PER PLAN- SHEAR TRANSFER DETAIL• i LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO.______ OF CALCULATED BY DATE CHECKED BY DATE SCALE 2x STUDS @ IO.C. ,- 2x P.T. 8OT. PLATE SWEAR PANEL N/ Id PER PER PLAN - SHEARNALL 9C4-IED. PLYND. SHEATHING PER PLAN E.N. B.N. N/ P'2° LTNT. CONC.. AV. (OR GPCTETE) RIM JOIST 6N= -- MICROLLAM MICROLLAM 6LK'G N/ ___ A35 0 S"O.C. Ni 'ITT HANGER SLK'& Ni MICROLLAM BEAM PER PLAN (2) Id 1"O.G. SHEAR TRANSFER DETAIL ILOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB 7Z7 97 SHEET NO. OF.. CALCULATED BY DATE CHECKED BY DATE SCALE 2x STUDS a I°O.C. SWEAR PANEL PER PLAN PLYND. SHEATHING PER PLAN 'U' HANGER NI 2x BLKG BTNN. JOISTS N/ (3) Id 6 S"O.C. 2x P.T. SOT. PLATE N/ 16d STAGGERED / PER SI-IEARNALL SCHED. PLYND. SHEATHING N I PER PLAN H / / N/ 11'21' LTNT. CONC. AV. (ORCaYPCRETE) .. •• . . .• . .. MICROLLAM RIM JOIST WI LTP4 PER S.W. SCHED. DECK JOISTS E.N. 7' —TJI BLK'G 45"O.C. "TJI JOIST PER PER PLAN (I) BAY MIN. DOUBLE TOP PLATES SWEAR PANEL PER PLAN- SHEAR TRANSFER DETAIL. SThø-DET24 2x STUDS a I"OC. c FI , LOVELACE II H ENGINEERING, INC. F1 Structural Engineering Services I 6496 Weathers Place • Suite 200 IL San DIego, California 92121 i Phone (858) 535.9111 Fax (858) 535.1989 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY, DATE SCALE SHEAR PANEL - PER PLAN DBL 2x P.T. 501. PLATES ( N/ Id STAGGERED PER SI-IEARNALL SCI-IED. L.- (OR PLThD. SWEATWING PER PLAN N/ '2 LINT. CONC. ASv. 41 MICROLLAM I\ I I I MICROLLAM RIM JOIST N/ 'V I -f BLK'G N/ A3 PER A I A35 PER S.N. SCWED. Il I S.W. Sd-lED. E.N. TJI JOIST PER PLAN DOUBLE TOP PLATES SWEAR PANEL )II I I PER PLAN I I 2x STUDS a IO.C. SHEAR TRANSFER DETAIL I FI LOVELACE I I J ENGINEERING, INC. P Structural Engineering Services - _- 6496 Weathers Place • Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB CA a SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 2x P.T. SOT. PLATE PLThD. SHEATHING I I / PER PLAN I I / '2 LTNT. CONC. ASV. (ORGYPCRETE) MICROLLAM SLK'G WI A35 PER S.W. Sd-lED. E.N. TJI JOIST PER PLAN DOUBLE TOP PLATES SHEAR PANEL II I I PER PLAN I I 2x STUDS ID I'O.C. SHEAR TRANSFER DETAIL 2 1 iI LOVELACE Ii I ENGINEERING, INC. F 1 Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 -p Phone (858) 535.9111 Fax (858) 535-1989 JOB ________ SHEET NO._ CALCULATED BY CHECKED BY_ SCALE _______ / OF.! DATE DATE 2x STUDS a I"O.C. SHEAR PANEL DL 2x P.T. 601. PLATES PER PLAN N/ Id STAGGERED N PER 51-IEARNALL CI-1ED. PLThD. SHEATHING E.N. PER PLAN 1,4/11/2 " LINT. CONC. A6v. (OR CYPCRETE) MICROLLAM RIM JOIST - 'I E .N TJI JOIST PER PLAN DOUBLE 10P5 . A3 PER S.N. 5CI-1E. SHEAR PANEL 2x STUDS a 1OC. PER PLAN -J 1 SHEAR TRANSFER DETAIL LOVELAQE I I ENGINEERING, INC. - - Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB. SHEET NO. OF I9 (:2' CALCULATED BY DATE CHECKED BY DATE. SCALE SHEAR PANEL PER PLAN DL 2x F.T. SOT. PLATES / NI Id STAGGERED (4 PER S)-IEARNALL SCI-1ED. E.N. PLThD. SHEATHING PER PLAN NI LTNT. CONC. OR _YPCRT) MICROLLAM.—.j\ I /L—MICROLLAM RIM JOIST NI \/ \/-f RIM JOIST N/ A35 PER A A A35 PER S.W. SC)-IED. /t I\ S.N. Sd-lED. E .N. TJI JOIST PER PLAN I SWEAR PANEL PER PLAN 2x STUDS Io.c. DOUBLE TOP PLATES ...—SHEAR PANEL PER PLAN SHEARTRANSFERDETAIL a LOVELACE Ll ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, CalIfornia 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. 3QI OF CALCULATED BY DATE CHECKED BY DATE SCALE PER ARCH. 5HEARNALL PER PLAN ------STUDS a VoO.C. P.T. PLATE NI CONG. SLAB E.N.-- A.B. PER SPEAR- PER PLANTh -WALL SCI-IED. j • _ 4 4- (2) CONT. 05 BAR 'I TOP 4 BOTTOM N . c -.---- - 1I11 '1 MIN. CONTINUOUSFOOTING A. S2Ø-DETØ md k---m LOVELACE I Structural Engineering Services ENGINEERING, INC. 6496 Weathers Place • Suite 200 San Diego, California 92121 I Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. . OF— CALCULATED BY DATE CHECKED BY DATE SCALE JOB____________________ ENGINEERING, INC. SHEET NO. OF____________ Structural Engineering Services L LOVELACE CALCULATED BY DATE 6496 Weathers Place • Suite 200 San DIego,. California 92121 CHECKED BY DATE Phone (858) 535.9111 Fax (858) 535-1989 SCALE ep 41IL jhL you ZI, st T4 - 4uCp 1I%ll. PLANC RE €1 ,., .: r1 (flIJ. . T-1 I 4'/4,i 14- L LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place • Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB SHEET NO. OF _74 CALCULATED BY DATE CHECKED BY DATE SCALE PL N B 9_0 M_ V' '1 I,9z ' ." ..---I.Af- LOVELACE JOB_______________________________ ENGINEERING, INC. SHEET NO. OF____________ L4 Structural Engineering Services CALCULATED BY - DATE 6496 Weathers Place • Suite 200 San DIego, California 92121 CHECKED BY DATE Phone (858) 535.9111 Fax (858) 535-1989 SCALE___________________________________________________________ • .- ... • .• / (1iPi& • _ 4 i I 1 15- P!L% : IL c40 - I / ) -. . • _J I 1 -H ••- i \fI _L ........ I V • -=-- -_1 I Mpg ., — JOB _Ci71joQ2 LOVELACE ENGINEERING, INC. SHEET NO. OF____________ Structural Engineering Services CALCULATED BY - DATE 6496 Weathers Place • Suite 200 San DIego, California 92121 CHECKED BY DATE Phone (858) 535.9111 Fax (858) 535-1989 SCALE CALCULATED BY CHECKED BY DATE DATE L LOVELACE ENGINEERING, INC. - Structural Engineering Services 6496 Weathers Place • Suite 200 San Diego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB CtCQ7iO2 • OF _ SHEET NO._________________________________ ' mzoo JOB LOVELACE ENGINEERING, INC. SHEETNO. OF__________ L Structural Engineering Services CALCULATED BY DATE 6496 Weathers Place • Suite 200 San DIego, California 92121 CHECKED BY DATE Phone (858) 535.9111 Fax (858) 535-1989 SCALE 51zv1 Z)c 41-0 /fl7 ' '------.: 'IL a - - I_'T4f i . DATE CALCULATED BY JOB 6496 Weathers Place • Suite 200 San DIego, California 92121 CHECKED BY Phone (858) 535.9111 Fax (858) 535.1989 DATE SCALE LOVELACE ENGINEERING, INC. Structural Engineering Services SHEET NO. OF E ARN ET EN GIN EER IN (. NC. s'1TI(ucThR2LDESlGN AND COt LING 7291 Garden Grove Blvd., Suite #G, Garden Grove, LA FAX (714) 379-8024 March 6, 2000 STRUCTURAL CALCULATIONS FOR 5" PIT FOUNDATION SLAB FOR SPECIALTY STEEL Exp. 3/31/03 ) La Costa 4-Flex Lot 57 Carlsbad, CA Meadow Vista Corp. By Arnet Engineering tnc. 7291 Garden Grove Blvd., Suite (3 Garden Grove, CA 92841 (714) 379-3789 fJ'pi ov7' Arnet Engineering, Inc. 5.0 " Post-Tensioned Slab-on-Grade Calculations On Expansive Son. per U8C97 Section 18 16 La Costa 4-Plex Carlsbad, CA Meadow Vista Corp Soils Eng.: Geotek Project: La Costa 4-Plex Developer: Meadow Vista Corp Thornthwalte Moisture Index: Classification of Expansive Soil Table 18+B ggMotsture Variation Distance Center Lift Edge Lift 0fffgentLai Sell Mavement Center Lift Edge Lift Structural Engineer: Lovelace Architect; Robin Franklin im= -20 Eh I Mediwiiiiii Emo= 8 feet Ems 2.7 feet Ymc= 2.5 inches Yme= 0.8 inches Allowable soil pressure Qa = 1 250 pat Slab thickness: t = 6.0 inrhai Concrete strength: (at 28 days) tc a 3000 psi Design Perimeter Load: 1 500 p11 SecttanPrpDprtles of Posi-Tensic3nd SIb SulleM Building 202 1 Long Direction ort Direction Parameters: 90.0 54.0 L = S!ab width in feet 24 24 V = Ext. overall bean depth in inches (set to zero for mat) 24 24 X = Interior overall beam depth in inches 2 5 N = Number of interior beams 5.0 5.0 S Slab thickness in inches 2 2 N = Number of ext. beams (set zero only for mat foundation) is is W = Width of beams (avg.) Area = 4,380 in2 7.395 1n2 Vt = 5.62 in 5.74 in Yb = 1 8.38 in 1 8.26 Neutral Axis = 162,478 281,045 iflA4 Sb= 8,842 15,389 1A3 St= 28,894 48,985 1A3 -. apphabIe La Costa 4-Plex Arnet Engineering, Inc. Carlsbad, CA Meadow Vista Corp Post-Tensioning Hardware 1/2' dia. 7 wlrestrands; 270 ksi GUTS; ASTM 416; As= 0.15 3 I n 3 Pjack=80% GUTS = 0.84704.153=33.05 Kips P Anchor=70% GUTS4,74704.15328.9 Kips Peffective= 60% GUT8=0.60x270x0.153=24 .78 Kips for low-relaxation strand Es= 28 x 10A6 psi Notes to Post-Tensioned Slab-on-Grade Design The design method used in the design is called the P11 met h o d P o s t - T e n s i o n i n g S l a b - o n - G r a d e m e t h o d ) and is part of the U8097 - Section 1818. Limitations Arnet Engineering Inc. assumes no responsibility for future d e t e c t s r e s u l t i n g f r o m u n r e p o r t e d conditions and poor maintenance of landscaping surrounding the b u i l d i n g m i t i g a t i n g t h e general design, material design and/or soil design criterias. Alt h o u g h t h e r e i s n o e c o n o m i c a l method of totally preventing movements due to expansive s o i l s a n d s e t t l e m e n t , c u r r e n t s t a t e - o f -the-art- practice in Southern California area dictates Post-Tensioning Sl a b -on-Grade designs In accordance with the P11 method and as presented here as the method of minimizi n g t h e e f f e c t s o f e x p a n s i v e s o i l s a n d s e t t l e m e n t . Relative Stiffness Length Beta= 1/12(Eci/Es)AO.25 = 10.52 it Smaller of 63eta of effective Length 6*881a L• 83.101ft L Ym S P Em 0 a delta a 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 btegticnReaIramanj L/450= 1.68 inches center L/800= 0.95 Actual Deflection 1.18 OK 0.32 2 Exterior Beam(s) at 2 4 inches overall 2 Interior Beam(s) at 24 inches overall Delta o = (VmcxL)AO.205xsA1 ,059xP40,523xEmcA1,296/3e0xdA1.214 Center Lift Delta p Reduction due to PT Center Lift Delta o LAO .35xSAO.88xEmeAO. 74xYmeAO.761 1 5.9xdA0.85xpA0.0 1 Edge Lift Delta p = (pexexBetaA2)/2E0*f Reduction due to PT Edge Lift delta 1.18 CENTERUFT 0.32 EDGELIFT inches edge OK La Costa 4-Plex Arnet Engineering, Inc. Carlsbad, CA Meadow Vista Corp Deflection Calculation For Slab-on-Grade bg PTI (LJBC9I - SBctiOtt 18 16.4-9) Parameters: L = Stab length in feet Ym = Differential soil movement in inches S = Stiffening beam spacing in feet P = Perimeter loading in lbs per feet Em a Edge moisture variation distance in feet = Beam Depth in Inches = eccentricity of PT in inches Building 202 (short direction) Relative Stiffness Length Beta= 1i12*(Ecl/E8)AO.25 Smaller of 6'Beta of effective Length 8Beta = L Ym $ P Em D e 54.0 2.5 15 1500 5 24 3.24 54.0 0.8 15 1500 2.7 24 3.24 flellection Rgulrement 1-/450= 1.44 inches center Actual Deflection 0.93 OK 12.06 ft delta 0 delta p delta 0.99 0.06 0.93 CENTER LIFT 0.30 0.06 0.25 EDGE LIFT L/800= 0.81 inches edge 0.25 OK 2 Exterior Beam(s) at 24 inches overall S interior Beam(s) at 2 4 inches overall Building 202 (long direction) .3 La Costa 4-Plex Arnot Enginoering, Inc. Carlsbad CA Meadow Vista Corp Shear Calculation per P11 method (UHC97 - Section 18 16.4.101 Allowable service shear stress: vo = 1.7 t'cA0.5 + 0.2 fp = C 110 psLJ Ip = 90% of smallest of long and short direction forces at edge of slab Center Lift Short Direction: Vsw 1/1350(LAO. 19xSA0.45xdA0.20xP0.54xymA0.O4XGmI%O.97 ) 2.59 k/ft Service shear (only grade beams used and PT contribution negle c t e d v e r y c o n s e r v a t i v e ) : v = VslWlnhd*b 92 psi OK Long Direction: VI = 1/1940(LA0.09xSAO.71xhA0.43xFA0.44xymAO.16xemAO.93' 1 2.95 k/ft Service shear (only grade beams used and PT contribution neglected - very conservative); v = Vl*W/n*d*b ill psi NOT OK Edge Lilt Long Direction: VI =( 1.96 k/ft Service shear (only grade beams usea and PT contribut i o n n e g l e c t e d v e r y c o n s e r v a t i v e ) : v = VseW/n d*b 7 4 psi OK Short Direction: V =( LAO .O7dAQ.40pAoo3emAo16ymAo6.,),(3o.S A O Q l S . = 1.90 k/ft Service shear (only grade beams used and PT contributio n n e g l e c t e d v e r y c o n s e r v a t i v e ) : V a Vs'W/nd'b a 68 psi OK S Arnet Engineering, Inc. La Costa 4-Plex Carlsbad, CA Meadow Vista Corp - MaHimum fiPplied Seruice Moments for S1at3-on-Firade bPTl m e t h o d ( U R C 9 7 - Section 1016.4.7) Allowable Concrete Flexural Tensile Stress: It = 6't'CA0.5 328.63 psi Allowable Concrete Flexural Compressive Stress: It = 0.451c 1 350 psi Center Lift Long Direction: Ml Ao IS(EMC)Al .238 + C) = 11.05 ft-kips/fl Ao a 1/727[LA0.013*SA0.305*hA0.888Pio.5341ymcA0.193] = 1.86' $ a (Ymc.1)/3 < or = 1 . 0.50 C [8..(p.613)/2551*L(4..ymc)/3 > or 0 2.26 ItEmcc5ftuse B=1 and C=O For LI/Ls > 1.1 For Ll/Ls < 1,1 use Ms =M1 Short Direction: Ms = ((58+Emc)/60)1M1 = 11.60 ft-kips/ft Edge Lift Long Direction: M=((S"O.l thEme0.78*YmeAQ.66)/(7.2(L)AO.0085.pAO.04) 3.00 ft-kips/ti Short Direction: For LJILs > 1.1 For L!/Ls < 1.1 use Ms =Ml Ms = (hA0.35((194Erne)/5775))IMI 3.43 ft-kips/ft La Costa 4.Plex Arnet Engineering, Inc. Carlsbad, CA Meadow Vista Corp Number of Strands In Each Direction Slab Strands 2.5 inches from top (approx.) 21 Long Direction Beam Strands 3 Inches from bottom (approx.) U Long Direction Average Strand Spacing 2.5 Long Direction Slab Strands 2.5 inches from top (approx.) 28 Short Direction Beam Strands 3 Inches from bottom (approx.) S Short Direction Average Strand Spacing 3O Short Direction Use Subgrade Friction Coefficient of 1.0 for slab on Sand over Visquse n a n d m a i n t a i n at least 50 psi compression: Subgrade friction in Long Direction: Force Loss long = weight x Ll/2 x 1.0 = 20531 k Subgrade friction in Short Direction: Force Loss short weight x Ls/2 x 1 .0 = 207.98 k Stress at Edge of Slab in Long Direction: 119 psi Force at Edge: 520.8 k Stress at Micilength of slab In Long Direction: 72 psi Force at Midslab: 315 k Stress at Edge of Slab in Short Direction: 94 psi Force at Edge: 694.4 K Stress at Midlength of Slab in Short Direction: 66 psi Force at Midsiab: 486 k Maximum Allowable Service Moments Long Direction Short Direction Tensile Cracking Moments: fcrz 410.8 psi Negative Sending Moment=nMcr= St(P/A+fcr)..Pxe= 26.13 ft-kips/ft 24.97 ft-kips/ft Positive Sending Moment=pMcr= Sb(fcrP/A)+Pxe 6.49 ft-kips/ft 6.60 ft-kips/ft Negative Bending Moment: e= 3.12 inches 3.24 Inches Mtop(tansior, in top fiber)= St(P/A+ft)i.Pxe= 22.47 tt.kips/ft 21-25 ft-kips/ft Mbot(compression in bottom fiber) Sb(fc-P/A)+Pxe= 19.31 ft-kips/ft 19.98 ft-kips/ft Positive Bending Moment: e= 3.12 inches 3.24 inches Mtop(tenion in bottom fiber)= Sb(P/A+ff)-Pxø 3.60 ft-kips/ft 3.94 ft-kips/ft Mbot(comprsssion in top fiber)= St(fcP P/A). 52.38 ft-kips/ft 54.89 ft-kips/ft Center t.ift= Edge Lift= 1 1.0ift.kips/ft r 11 -60J ft-kips/ft 3.jft.kips/ft L 3.43J ft-kips/ft 6 Arnet Engineering Inc. ::/,u. La Costa 4-PDX Carlsbad, CA Meadow Vista, CA Moment Capacity of slab M=Stress x Sx where Stress = (6 Vc+P/A) = 370 psi -- Sx=(bXdA2)/6 =(1 2x5A2)/6=50 In3 M Flange=(0.37x50)/12=1.54 ft-k Since the Moment at stab intersection Is also equal to (wlA2)/2 where Weft. Solve for 18ff. using maximum allow soil pressure of 1,000 psf leff.=((1.84x2)/1.0)AO.5 = 1.75 feet Equivalent footing strip = 1.75 ft # 1 it = 2.75 fast Total allowable bearIng capacity for exterior beam 2.75 feet x 1,000 pat = 2.75 kit b-> 'Load of 2-Story Building. lnt!!!Ct Footings - Miii. 7jLeft. J# 12' 4 L eft. Je Equivalent footing strip 12/12 + 2x 1.75 feet = 4.5 fear Allowable load on interior footing/foot = 4.8 Kips 7 L effective 1.58 feet Arriet Engineering Inc. Maximum Concentrated Load without Pad Required La Costa 4-Plex Carlsbad, CA Meadow Vista. CA Load (DL+LL+EQ) 14° slab 4.5' slab K-Value=50 lbs/1n3 2,900 lbs 3.600 The 4.400 lbs K-Value=1 00 lbs/1n3 3,000 lbs 3,600 lbs 4,600 lbs K-Value=200 lbs/in3 3,300 lbs 4,100 lbs 4,900 lbs Fb a 0.316 (P/hA2) log hA3 - 4 log ((1.6aA2)+l1A2)A0.5 -0.875hj log k+8,4 Notes: 1. 4" square post assumed. 2. If 5" square post is used add 200 ls to tabulated loads h: Slab thickness a: Area of load application K: Soil modulus P: Concentrated load Footings w=18" Aeff.=(1.5"l.2xL5ff/4)A2 w=24 Aeff.(2.j.2xL9ff/4)A2 W =30" Aeff. (2.5+2xLetfI4)A2 W=36" Aeff.(3+2xLoff/4)A2 w42" Aeff.=(3.5+2xLeff/4)A2 W=48" AruriCr Boub Emma as pa' S.apaiiar Ca(alpaua & USC Am 16. 1. W L i. efl. L 3' CK. Left (1,500 psI) = 1.43 feet Left (2,000 pat) = 1.24 feet Left (2,500 psI) = 1.11 feel a Arnet Engineering Inc. ::'r• IM La Costa 4-Plex Carlsbad, CA Meadow Vista CA Pad Sizes and Reinforcement ( minimums) - Size ReInf.L 11500 ad at pst 12000 pal__ 2500 p sf 18" sq.x12"deep N/A 7.4 k 9.0 k 105 k 116.3 24' sq.02"deep 2#4 Bot.E.W. 11.1 k 13.7 k k 30" sq.x12"deep 2#4 Bot.E.W. 15.5 It 19.5 It 1 23.3 k 36" sq.02"deep 3#4 Bot.E.W. 20.7 It 26.2 It 1316 It 42" sq.x12"deep 34 Bot.E.W. 26.6 k 33.9 K ,4 1.1 It 48" sq.x12"deep 4#4 Bot.E.W. 33.3 It 42.7 k 151.8 It Notes: 1. Use 16' sq. x 12' deep foundation pads for loads in the range batweer "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 45'Slab 5" $lab K-Value=50 lbs/in3 .550 lbs/ft 650 lbs/ft 750 lbs/ft K-Value=100 lbs/1n3 700 lbs/ft 800 lbs/ft 900 lbs/ft K-Vaiue200 lbs/1n3 800 lbs/ft 950 lbs/ft 1,100 lbs/ft Note: I. Allowable Stress 150 psi M max, = Pxbeta/4 Beta = (4EcxJ/Kxb)AO.25 Ec: Modulus of Elasticity of concrete Moment of Inertia K: Soil Modulus b : Width 1' 9 relative stiffness length Arnet Engineering Inc. :'. La Costa 4-Plex Carlsbad, CA Meadow Vista. CA Maximum aflowable uplift loads on 5" SOG based on the tw o - w a y b e n d i n g c a p a c i t y o f t h e slab Wdead P uplift Assume vertical reaction 46 - - /at hinge support = zero SbSt=12 x5"2/6=50in"311t I = 125 jA4 / ft M (Max.) = ( 6 f'c A(1/2) + P/A ) Sb = M (max.) =( 0.3 kal + 0.05) x 50/12 1.46 ft-kips / It w 0.0825 ksf ( weight of slab P = w x (2L)A2 (0.5P/2L x (2[)/4 • 0.5w(2L)A2/8 = 1.48 ft-kips /ft 0.125P 0.5 x 0.054.502 = 1.46 0.03125LA2 - 0.01563LA2 = 1.46 L = 9.87 ft P (uPlift) = 0.0625x (24.67)A2 = 23,37 kip 15.31 kips (HD1) Ok Deflection = (0.5P/2LX(2L)A3/48E1) 2.5w(2L4/364Ej 0.33in Deflection = 0.33 in <21-/360 = 0.64 In ok Hence, the slab is adequate for all interior hoidowns, 10 Arriet Engineering Inc. ,' .... I'M La Costa 4-Pex Carlsoad, CA Meadow Vista, CA Maximum uplift load on edge footing on f ooting bending çCIty .P uplift Wdead Assume vertical reaction at hinge support = zero L L - Sb = 9.178 I 11.75 = 781.1 in"3 St = 9,178 I 6.25 = 1,468.5 inA3 M (Max) (61'04(1/2) + P/A ) St +M (max) (61'cA(1/2) + P/A ) Sb M (max) = (0.2 +0.0827 ) 1,468 = 562 k-in = 46.6 K•tt Top fiber + M (max) a (0.388 ) 781.1 = 299 kn = 24.9 k.ft Bottom fiber W (Beam Weight + superimposed Dead Load ) 324 x 0.15/144 & 0.3 0.64 kips/ft P z w x 2L P(2L) / 4 W(2L)A2/8 = •M (max) = 45.8 ftk L ( 2xM max/W)A(1/2) = 12.1 ft P (Uplift) = Wx2L = 15.5 kips > 15.3 kips (HD15) Deflection = (P(2L)'3/48EI) (W(2L)A4/284Ei) = 0.10 in < 2L'360 = 0.81 in Ok \\\\ 4 : I hi MI I ' 2X\ Y V I I Ai t I I IT! PNG)N son CD ocZ. •o I iN.. a & i-- lb 9. Lb R IV i S I 8'PVC' -\--j. 0. Al 28' 10 :. .. __ /< __ — ) PzC M. k >i P1 —24 N 039 P Al 18,--6 OF .i 0 0 rn XC 1" 0 Mbi MC :•- •i.i/• > 0 •. . .. ... , •L107 . - -— - b - 61 Cb - .. ... ... ©. . .. • IA . . ... .. . I -44i/ IP r1I 51~000~ Mtn MCI _iIIIIIIiIIIII ---------- I mill .1. 0 LEGEND 46 • 10 0 10 20 I GRAPHIC SCALE (IN FEET ) 1 INCH = 10 FEET Approximate location of field density tests DENSITY TEST LOCATION MAP Plate lb La Costa Viejo L—Ex, INC. Carlsbad, California 1384 Poinsettia Avenue, Suite GeoTek Project Number: 202 1 -SD300 Vista, California92083 / I / / I I I I / o ii I I I / \.\ ( DENSITY TEST LOCATION MAP Plate Is La Costa Viejo IWFI—K, INC. Carlsbad, California 1384 Poinsettia Avenue, Suite / GeoTek Project Number: 2021 SD300 Vista, California 92093 / ,J S F M 01 Cb ...• :'..::'. i'©. '. .. . .... 0 0 Cb 0. 28' m / - / F 0 00, MA i p O; 2 CoC.9/. . .. / N' I • 0. : cf — :7\. :o : •I o / . I f ..&...:0, t= CA [ _ A 12) W r. 387 \6\01 119 A SC LEGEND -7--- _ Approximate location of field density tests 46 • 10 0 10 20 I - GRAPHIC SCALE IN FEET ) 1 INCH = 10 FEET