Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2732 ARLAND RD; ; CB131836; Permit
09-12-2013 Job Address: Permit Type: Parcel No; Valuation: Occupancy Group: # Dw/elling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Residential Permit Permit No: CBI31836 Building Inspection Request Line (760) 602-2725 2732 ARLAND RD CBAD RESDNTL Sub Type: SFD 1561425400 Lot#; 0 $206,612,00 Constuction Type: 5B Reference #: 0 Structure Type: 0 Bathrooms: 0 Orig PC#: LIN RESIDENCE: 1,657 SF LV//467 SF GARAGE//259 SF DECK Status: ISSUED Applied: 07/31/2013 Entered By: JMA Plan Approved: 09/12/2013 Issued: 09/12/2013 Inspect Area: Plan Check #: Applicant: MICHELLE LIN 2732 ARLAND RD CARLSBADCA 92008-1501 760-717-6749 Owner: LIN HSHING-LUNG&CHENG-MEI 2740 ARLAND RD CARLSBAD CA 92008 Building Permit $1,115.06 Meter Size FSI Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $780.54 Meter Fee $414.00 Add'l Plan Check Fee $86.00 SDCWA Fee $4,492.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $20.66 PFF (3105540) $3,760.34 Park in Lieu Fee $0.00 PFF (4305540) $3,471.08 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $2,870.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0,00 BTD #3 Fee $0.00 PLUMBING TOTAL $115,00 Renewal Fee $0,00 ELECTRICAL TOTAL $57.00 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $71,08 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0,00 Housing InLieu Fee $4,515,00 Pot Water Con. Fee $3,549.00 Housing Credit Fee $0,00 Meter Size FSI Master Drainage Fee $0.00 Add'l Pot Water Con, Fee $0,00 Sewer Fee $842.00 Red. Water Con. Fee $0.00 Additional Fees ($97.00) Green Bldg Stands (SB1473) Fee $8.00 Fire Sprinkler Fees $0.00 Green Bidg Stands Plan Chk Fee $0,00 TOTAL PERMIT FEES $26,069,76 Total Fees: $26,069.76 Total Payments to Date $26,069.76 Balance Due: $0.00 Inspector: L APPROVAI FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your pnaject includes the "Imposition'' of fees, dedications, reservations, or ottier exactions tiereafter collectively referred to as "fees/exactions," You tiave 90 days from ttie date ttiis permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accondance with Carlsbad Municipal Code Section 3,32,030, Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIEO that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of (imitations has previously othgn/vige expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMFT ISSUANCE: • PLANNING • ENGINEERING • BUILDING • HRE • HEALTH ! HAZMAT/APCD •A, CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildlng@carlsbadca.gov wyvw. ca risba d ca. eov Plan Check No. Est. Value Plan Ck. Deposit Date JOBADDRESS , , _ _ . SUITE#/SPACE#/UNIT# APN (56 - (4^ - 5^ -CT/PROJECT tt LOT # PHASE # #0F UNITS # BEDROOIulS # BATHROOr^lS TENANT BUSINESS NAK/IE COr^TR, TYPE OCC, GROUP DESCRIPTION OFWORK: IncluHe Square Feat at Mfactad Araa(a) t EXISTING USE PROPOSED USE \/ACA^ U?r 'TlliSfieFTSMIiyfi GARAGE (SF) PATIOS (SF) DECKS (SF) RREPLACE AIR COtJDITIONING FIRE SPRINKLERS 'XZ,^^ 'Z-^^ YESD # NO^ YES • NO)^ '^^^jS^ ° APPLICANT NAME (Primary Contact) „ APPLIUNT NAME (Secon(fa£y Contacf) ADDRESS . ^ CITY ^ . ^. , STATE ZIP CITY ^ J ' . _ . STATE ZIP PHONE -AX • FAX """MAMlTAKi.1 J/.)<«S)4b/'.A/«fck^. n/t EMAIt ' ' CONTHACTORBUS. NAME . ^^.v—^A ^ ADDRESS • ^ , ADDRESS CITY ,1 , ^ STATE ZIP CITY ' ^ ' STATE ZIP PHONE ' /O AX I ^ PHONE FAX EMAIL ARUH/DtSIGNhR NAfflfi. AUUHtSS ' ( - > . SWE Lie, « STATE LIC,# CLASS CITY BUS, LIC.S (Sec. 7031.5 Business and Professions Code: Any City or County wnich 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 ttiat he is licensed pursuant to the provisions ofthe Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code} or that he is exempt therefrom, and Uie basis forthe 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 {1500}). ORKERS' COMPENSATION Workers' Compensation Declaration: / hereby affirm under pen^ of perjury one of (te following declarations: n I have and will maintain a certificate of consent to self-Insure forwarders' compensation as provided by Sectkin 3700 of Ihe Labor Code, forthe performance of the work lor which this permii is issued, • I have and will maintain workers' compensation, as required tiy Section 3700 of the Labor Code, for the perfomnance ot the work for whidi this pennit is issued. My worlters' compensalion insurance carrier and policy numtier are: Insurance Co, Policy No. Expiration Date This section need nol be completed if the pennit is for one hundred dollars ($100) or less, n Certificate of Exemption: I certify that in the perfomianceof the work for which this pemiit is issued, I shall not employ any person ir any manner so as to tiecome subject to the Woriters' Compensalion Laws of Califomia, WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and dvil fines up to one hundred thousand dollars (&10O,O0O), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attomey's fees. JSS CONTRACTOR SIGNATURE •AGENT DATE OWN£li-BUll.0£lt DECLARATION / hereby affirm that I am exempt from Contractor's Ucense Law for tt]6 Allowing reason: ^ I, as owner of lhe property or my employees with wages as their sole compensation, will do lhe work and the structure is not intended or offered tor sale (Sec, 7044, Business and Prafessions Code: Ttie Contractor's License Law does not apply to an owner of property who builds or impraves thereon, and who does such wori( himself or through his own employees, provided that such improvemenis are nol iniended or oflered for sale. If, however, the building or improvemenl is sold within one year of complelion, the owner-builder will have the burden of proving that he did not build or imprave for the purpose of sale), <i I, as owner of the property, am exclusively contractng wilh licensed contractors lo conslruct tiie pmject {Sec, 7044, Business and Professions Code: The Contractor's Ucense Law ctoes nol apply lo an owner of property who builds or improves tliereon, and conlracts for such projects with conlractor(E) licensed pursuant to the Contractor's License Law), • I am exempi under Section Business and Professions Code for this reason: 1,1 personally piar\ lo provide ttie major labor and materials for conslruclion of the proposed property improvement, ^^t^ss • No 2.1 (have/have not) signed an application lor a building pemiit for lhe proposed wor1(, 3,1 have contracted with the followng person (firni) to provide the proposed conslruction (include name address/phone/contractors' license number): 4,1 plan lo provide portions of the work, bul I have hired the following person to coordinate, supen/ise and pnavide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the wory, but I have contracted (hired) Ihe following persons lo provide lhe work indicaled (include name / address / phone / lype of work): >£!'PROPERTY OWNER SIGNATURE •AGENT DATE ""T COMPtETE THIS SECTION FOR N O N - R E S i D E N T t A t BUILOING PERMITS ONLY Is the applk^ant or future buiUing occupant required lo 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 Accounl Act? • Yes • No is the aFvlicantorfuturebuikjingoccupant required to otitain a permrt fram the air pdluttoncontnsldislTH^t or a^ • Yes • No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes • No IF ANY 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 perfomiance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION IcertiVthatI have lead the applkattonafKl state thatthe alxmifilbnTiation is conBctandthattt^ City ordinances ami Stale laws lelatirig to btrilding constniction. I hef^ aultiorize representative of ttie City of Carisbad to enter upon ttie above mentioned property fcr sispecfon puiposes. I ALSO AGF^EE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST AU UABIUTIES, JUDGMEt^TS, COSTS AND EXPENSES WHICH MAY IN ANY WAYACCRUE AGAINST SAID CfTY IN CONSEQUENCE OF THE GRANTING OF T>tlS PERMIT, OSHA An OSHA pennit is recpjired for excavations over deep and demolition or constnjction of stnjctufes over 3 stories in height, EXPIRATION: Every pemiit issued by ttie Building Official under Ihe provisions of this Code shall expire by imitation and become null and void if ttie building or wri< authorized by such pemiit is not commenced wthin 180 days from the date of such pennit or if ttie building or writ auttiorized by such permit B,5usp3>fed or abandoned at any lime after ttie writ is commenced for a period of 180 days {Section 106.4.4 Unifonn Building Code), APPLICANT'S SIGNATURE Inspection List Permit*: CB131836 Type: RESDNTL SFD LIN RESIDENCE: 1,657 SF LV//467 SF GARAGE//259 SF DE Date inspection Item Inspector Act Comments 03/31/2014 89 Final Combo PD AP 03/28/2014 89 Final Combo -Rl AM PLS COF 03/28/2014 89 Final Combo PD CO 02/20/2014 22 Sewer/Water Service MC AP METER TO MAIN UNIT, STUB TO 2ND UNIT 02/19/2014 22 Sewer/Water Service MC PA 4 INCH SEWER FROM MAIN/2ND UNIT TO P.O.C. 02/12/2014 23 Gas/Test/Repairs MC AP 02/11/2014 17 Interior Lath/Drywall MC AP 02/04/2014 16 Insulation MC AP 01/31/2014 84 Rough Combo PD AP 01/17/2014 24 Rouglr/Topout PD AP 01/03/2014 13 Shear Panels/HD's PD AP 12/27/2013 17 Interior Lath/Drywall MC WC 12/27/2013 18 Exterior Latli/Drywall MC PA EXT. COLUMNS ONLY 12/23/2013 15 Roof/Reroof MC AP 12/20/2013 11 Ftg/Foundation/Piers PY PA 12/17/2013 83 Roof Sheathing/Ext Shear MC CO 12/16/2013 15 Roof/Reroof MC CO NEED APPROVED TRUSS CALCS 12/16/2013 32 Const, Service/Agricultural MC AP TSPB, F/WED IN TO SDGE 12/16/2013 83 Roof Sheathing/Ext Shear MC WC 11/25/2013 13 Shear Panels/HD's MC PA PRE-LIM, SEE CARD 11/20/2013 13 Shear Panels/HD's MC CO 10/04/2013 11 Ftg/Foundation/Piers MC AP 10/04/2013 31 • Underground/Conduit-Wirin MC AP UFER 10/03/2013 11 Ftg/Foundation/Piers MC CO 2ND STOP 10/03/2013 11 Ftg/Foundation/Piers MC CO 1ST STOP 09/24/2013 21 Underground/Under Floor MC PA WASTE ONLY TO OUTSIDE OF BUILDING LINE. 09/23/2013 21 Underground/Under Floor MC CO Tuesday, April 01, 2014 Page 1 of 1 Carlsbad 13-1836 August 12, 2013 SPECIAL INSPECTION Develooment Services BiM«DMsUm CITY OF AGREEMENT 1635 firjdsy Avenue CARLSBAD B-45 760-602-2719 www.carlstH<lci.gov In MSDRtone* writh Chapter 17 of llw CalMomii BuHding Coda itm MIowing mint bt eamplatid whwi work baing parformad raquloaa ipaaW Inapoctien. alriKitural obaarvatton and eoiwtni ction matertal tasting. Profad AddnMs: A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWHBVAUTHOIUZED ASENT. Please check if you are Owner-Builder U. (If you checked as owner-buildar you must also complete Sodion 3 of this asroemenL) Name: iPlaaat prtnt) MaHIng Address I am; ^^nveily Ovtw •Property Owner's Agent of Record ^Architect of Record QEngineer ol Record Stale of Alifomia RegtotraOon Nunrtec— to/A Expiration Dale:_ AOREEMOIT: I, ffw undersigned, dectare under penalty of perjury under the laws ofthe State (4 Califivnfa, that I have read, imderstand. acknowledge and promise to comply with the Cfty of Carl8t»d requirements for special inspections, structural obcttrrationB: construct materials testing and off-^ite tebricatkm of butting omponenls, as prescnbed in Ihe statemert of special inspections noted on ttie apprawed (3ia.m and, as required by the CalVomia BuikMng Code. Signature •ate; B. CONTRACTOR'S STATEMOIT OF RESPONSIBIUTy (07 CBC. Ch 17, Section 1706/ This section must be compteted by Ihe contractcr / txjBdef / owner-buitder . Gontractars Company Name | — I ><AX\4j )^ ^ PfnMchtckif>niar«OwnBr^Buii<iirn Narm (PIMM print) MaHing Addresa Bnaii State of Cattfomla Contractor's Ucense Ninnb^ Exptratfon Date: I acknowladlgie and, am aware: of special requtremerrtB contained in the statement d special inspections noted on ttie approved plans; I actoiowledge that oontR^ wilt tw exercised to obtain oor^rmanoe witti Itv constructiDn documents approved tiy the building ofDctal; 1 wilt twve in-plKx prooecfcires for exerciBirig control witin our (the ocxitractor s) organization, for the method and frequency of reporting and the distribution of ^ reports; and I certify tttat I will have a quaHHed person wtthin our (the oontradors) organization to exercise such control. /wMflnawfc<>jSWffBDOff/rt«ar/hcamn«afM»t^ Signature Rigel of 1 GEOTECHNICAL FIELD DAILY REPORT TKE Job No. Date ^ob Name • • •^^ ^ ^ — - ZTTl Job PhoH' Type of Observation Fax Compaction Equipment Used Architect Watering Equipment ^"^'"^^^ 3'f(^S^ Q-^MHt^o^ S^/n^^HA r / Inspector (s) Name Contractor Weather Subcontractor TESTS PERFORMED TYPE OF SAMPLE DESCRIPTION REMARKS OBSERVATION SUMMARY - LOCATIONS OF WORK OBSERVED, TEST OF SOIL TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, SUNNARY OF TEST RESULT, REMARKS, ETC. > CONTINUED ON NEXT PAGE Cl PAGE 0F_ SIGNATURE TIMEIN TIME OUT REG.HOURS O.T. HOURS Approved By Approved By Project Superintendent WHITE - OFFICE COPY • CANARY - INSPECTOR'S COPY » PINK - JOB SITE COPY EsGil Corporation In Partnersfiip witli government for (BuiCding Safety DATE: August 28, 2013 OAPPLICANT dJURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: 13-1836 SET: II PROJECT ADDRESS: 2732 Arland Rd. PROJECT NAME: Lin Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fon/vard to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone*: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ^ REMARKS: The applicant shall submit to the city the Carlsbad Special Inspection form (for the field welding shown at detail 2/S-3, etc.). By: Kurt Culver Enclosures: EsGil Corporation • GA • EJ • PC 8/23/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witli Qovemment for (BuiCtfing Safety DATE: August 12, 2013 •..APPLICANT JURIS>-) JURISDICTION: Carlsbad a^tAttR^IEWER • FILE PLANCHECKNO.: 13-1836 SET: I PROJECTADDRESS: 2732 Arland Rd. PROJECT NAME: Lin Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Frank Lin I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. XI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Frank Lin Telephone #: 760-717-3456 Date contacted: S^fl^/;^ (by: Email: mamitakalin(gsbcglobal.net Fax #: ^ Mail Telephone ^ Fax In Person • REMARKS: By: Kurt Culver Enclosures: EsGil Corporation • GA • EJ • PC 8/5/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 13-1836 August 12, 2013 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLANCHECKNO.: 13-1836 JURISDICTION: Carlsbad PROJECT ADDRESS: 2732 Arland Rd. FLOOR AREA: 2349 STORIES: 2 HEIGHT: -20' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 7/31/13 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/5/13 DATE INITIAL PLAN REVIEW COMPLETED: August 12, 2013 PLAN REVIEWER: Kurt Culver FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International 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 construction comply with the 2010 edition ofthe California Code of Regulations (Title 24), which adopts the following model codes: 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless ofthe 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. 105.4 of the 2009 International 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 COPV) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when vou submit the revised plans. Carlsbad 13-1836 August 12, 2013 • PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed bythe City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • GENERAL RESIDENTIAL REQUIREMENTS 2. Show tempered glazing for Windows 5 and 6. Also, Window 8. Section R308.4 3. Specify on the plans the following information for the roof materials, per Section R106.1.1: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. 4. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area (if over 30 sq. ft.), shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section R807.1. 5. Show on the plans a wall receptacle within 36" of each lavatory in the bathroom. CEC 210.52(D) & E3801.6. (See the master bathroom on A2.02) 6. An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. • STRUCTURAL 7. Carlsbad requires that their Special Inspection form be completed (see attached). Please provide. Carlsbad 13-1836 August 12, 2013 8. Please see the attached excerpt from the calculations. I shaded in some bearing walls around the stainwell: Those bearing walls have no footings shown below them on S-2. 9. Please see Lines 3 and 4 in that calculation excerpt: Please show on the plans the missing header sizes along those lines on S-2. 10. No calculation was provided for the Prim beam at the 16' garage door. 11. Please recheck all detail referencing. For example, 14/S5 is referenced on the floor framing plan at the stainwell, but the detail doesn't apply there. See also 17/S-6 referenced at the post/beam connection at the floor framing plan, etc., etc. 12. Also, the shear wall length there is shown as 4' on one side of the wall, but 5' on the other side (on the foundation plan). 13. There are no pad footings shown below the reactions from FB5. • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. The Green Building Standards apply only to newly constructed buildings throughout California. These standards do not apply to additions, remodels, repairs or tenant improvements unless the improvement is the first within a new building. CGC 101.3 14. Note on the site plan that the site shall be planned and developed to keep surface water away from buildings. Plans shall be provided and approved by the City Engineer that show site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 4.106.3. 15. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 4.408.1. 16. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. 17. Note on the plans that VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. Carlsbad 13-1836 August 12, 2013 18. Note on the plans that interior moisture control at slab on grade floors shall be provided by the soil engineer responsible for the project soil report per CGC Section 4.505.2.1, item 3. If a soil engineer has not prepared a soil report for this project, the following is required: A 4" thick base of 14" or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete, with a concrete mix design which will address bleeding, shrinkage and curling shall be used. 19. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one ofthe methods listed in CGC Section 4.505.3. 20. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 21. Note on the plans that if provided, whole house exhaust fans shall have insulated covers or louvers which close when the fan is off. The covers or louvers shall have minimum R4.2 insulation. CGC 5.507.1. 22. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. 23. Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption listed in Table 4.303.1. In lieu of providing the calculations, imprint on the plans the attached Table 4.303.2 listing fixtures that meet the 20% reduction. CGC 4.303.1. Carlsbad 13-1836 August 12, 2013 TABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT > 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets, residential 1.5 gpm @ 60 psi Kitchen faucets 1.8 gpm @ 60 psi Gravity tank-typewater closets 1.28 gallons/flush^ Flushometer tankwater closets 1.28 gallons/flush^ Flushometer valvewater closets 1.28 gallons/flush' Electromechanical hydraulic water closets 1.28 gallons/flush* Urinals .5 gallon/flush 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME Al 12.19.233.2. Dual flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME Al 12.19.2 and ASME Al 12.19.14. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 24. Note on the plans that landscape Irrigation water use shall have weather based controllers. CGC 4.304.1. Carlsbad 13-1836 August 12, 2013 • MISCELLANEOUS 25. Please specify on the plans that the building will be provided with an automatic fire sprinkler system. 26. The foundation plan shows steps leading up to the front porch. If applicable, show rise/run, handrails, etc. 27. 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. 28. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • No • 29. 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 Kurt Culver at EsGil Corporation. Thank you. Carlsbad 13-1836 August 12, 2013 Carlsbad 13-1836 August 12, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: 13-1836 PREPARED BY: Kurt Culver DATE: August 12, 2013 BUILDING ADDRESS: 2732 Arland Rd. BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA ( Sq. Ft) Valuation Multiplier Reg. Mod. VALUE ($) Dwelling 1657 110.17 182,552 Garage 467 28.74 13,422 Patio 259 15.57 4,033 Air Conditioning Fire Sprinklers TOTAL VALUE 200,006 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee Repeats HI Complete Review • Other |--| Hourly EsGil Fee • Structural Only Mr. @ $1,091.54 $709.50 $611.26 Comments: Sheet 1 of 1 macvalue.doc + NJ!^ CITY OF PLAN CHECK Community & Economic NJ!^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE:08/26/13 PROJECTNAME: UN RESIDENCE PLANCHECKNO: 1 SET#: 1 ADDRESS: 2732 ARLAND DR VALUATIONi^i206,612 1657 SF 2 STORY SINGLE FAIVIILY RESIDENCE PROJECT ID: CB13-1836 APN: his plan check review is complete and has been APPROVED by the ENGINEERING Division. By: on. If A Final Inspection by the Division is required Yes / No This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required. ONLY ITEMS MARKED 'X' NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: IVIAIVIITAKALIN@SBCGLOBALNET yow may a/so have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris.Sexton@carlsbadca.fiov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov Greg Ryan 760*-602^4663 Grefiorv.Rvan@carlsbadca.gov 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760^602-2773 Llnda.Ontiveros@carlsbadca.gov Cindy Wong 760-602^4662 Cvnthia.Wonfi@carlsbadca.gov Oomiriic Fieri 7607502-4664 Dominic.Fieri@carlsbadca.gov Remarks: Set# i STOP! Please Read Any outstanding issues will be marked with X • Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: / / / / / North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets / Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Show on site plan: / 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". ^ Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / Legal description/lot number 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. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/IVlap No.: MS 08-06 Subdivision/Tract: PARCEL A Reference No(s): E-36 Page 2 of 6 REV 6/01/12 Set# 2. DISCRETIONARY APPROVAL COMPLIANCE N/A Project does not comply with the following engineering conditions of approval for project no. 3. DEDICATION REQUIREMENTS SEE IMS 08-06 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 ali new buildings and for remodels with a value at or exceeding $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carisbad, cost $605.00. Dedication required as follows: 4- IMPROVEMENT REQUIREMENTS NIA ON FILE All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must 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 nf $ 441 nn so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: E-36 Page 3 of 6 REV6«o;io Set# 1 5- GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" i Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained priorto issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. / : No grading permit required. Minor Grading Permit required. See attached marl<ed-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS NOTE ONLY: ANV WORK IN CITY ROW REQUIRES A RIGHT OF WAY PERMIT. RIGHT-OF-WAY PERIVIIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: E-36 Page 4 of 6 REV 6/01/12 Set# 1 7. STORM WATER Construction Compliance / j Project Threat Assessment Form complete. ] Enclosed Project Threat Assessment Form incomplete. / Requires Tier 1 Storm Water Pollution Prevention Plan. Please compiete attached form and return (SW sw 13-209 ) ; Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance / : Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) I Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales i Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Set# 1 9. WATER METER REVIEW Domestic (potable) Use What size meter is required? FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. FYI For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 8. FEES / Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade yes No fees required ; yes •yes yes yes no no ; no no no (is addition over 150' from center line) no 10. Additional Comments 1. Please label cut and fill sid^^daylight line shown across new proposed dwelling. 103 CY'S shpwfi as fill should be shown as import, le CitjKjfCarlsbad standard GS-15 (copy attached), "finish grading shall rovide a^fffmimum positive drainage of 2% to swale 5' away from the building..." How^l drainage be addressed? Please provide letter from soils engineer faressing drainage away from the building. Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 RIght-of-Way Applicatlon/lnfo. Reference Documents • REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 08/26/13 Date: 08/26/13 GEO DATA: LFMZ: / B&T: Address: 2732 ARLAND DR Bldg. Permit #: CB13-1836 Fees Update by: KML Date: 08/26/13 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFD Sq.Fl/Units 1 EDU's 1 Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFD Sq.Ft./Units 1 ADTs 1 Types of Use: Sq.Ft./Units ADTs Types of Use: Sq.Ft./Units ADTs Types of Use: Sq,Ft./Units ADTs FEES REQUIRED: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1, PARK-IN-LIEU FEE:; NW QUADRANT • iNE QUADRANT 1 JSE QUADARANT SW QUADRANT ADTS/UNITS: X FEE/ADT: =$ PDONMS • 2.TRAFFIC IMPACT FEE: • ADT'S/UNITS 1 UNIT X FEE/ADT: 2870 =$ 2870 • 3, BRIDGE & THOROUGHFARE FEE: DIST#1 DIST.#2 DIST.#3 ADTS/UNITS: < FEE/ADT: =$ N/A • 4. FACILITIES MANAGEMENT FEE ZONE: 1 • ADT'S/UNITS: X FEE/SQ.FT./UNIT: =$ N/A • 5. SEWER FEE • EDU's 1 X FEE/EDU: 842 =$ 842 • BENEFIT AREA: EDU's X FEE/EDU: =$ N/A • 6. DRAINAGE FEES: PLDA: HIGH MED UM LOW ACRES: X FEE/AC: =$ • 7. POTABLE WATER FEES: • UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 FS1 NOTES 1) . DRAINAGE SHALL BE CONDUCTED TO STREET AS SURFACE FLOW WHENEVER POSSIBLE. 2) . NON-EROSIVE DRAINAGE SURFACE REQUIRED WHERE FLOW IS COLLECTED. 3) . FINISH GRADING SHALL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO SWALE 5' AWAY FROM THE BUILDING UNLESS SPECIFICALLY APPROVED OTHERWISE BY THE CITY ENGINEER.(SEE SHEET 2) 4) . DRIVEWAYS BETWEEN 14% AND 20% MUST RECEIVE SPECIAL APPROVAL OF THE CITY ENGINEER. SUBMIT ENGINEERED PROFILE AND LETTER OF REQUEST TO THE ENGINEERING DEPARTMENT SHEET 1 OF 2 REV. APPROVED DATE CITY OF CARLSBAD TYPICAL FINISHED LOT GRADING aiY ENGINEER DATE TYPICAL FINISHED LOT GRADING SUPPLEMENTAL /^Q AC STANDARD NO. OO" 1 vJ TYPICAL FINISHED LOT GRADING SUPPLEMENTAL /^Q AC STANDARD NO. OO" 1 vJ FACE OF DWELLING H (IN FEET) S LESS THAN 10 5' 10-30 (H/2)' OVER 30 15' DWELLING SETBACK FROM SLOPE CISE1 ^ ^ ^ CA9E2 DRAINAGE SWALE DETAIL SHEET 2 OF 2 CITY OF CARLSBAD TYPICAL FINISHED LOT GRADING CITY ENQNEER DATE TYPICAL FINISHED LOT GRADING SUPPLEMENTAL PQ HC STANDARD NO. OO" 1 U TYPICAL FINISHED LOT GRADING SUPPLEMENTAL PQ HC STANDARD NO. OO" 1 U ML A- f L^.. •IJ}!".- Lf^ ^o^'' fn 3t f'*\' rfh'-' j;,^f. f 0 I3.S <is ^ structural Calculations for New Residence at 2732 Arland Rd., Carlsbad, CA 92008 RECEIVED JUL 31 2013 SIT CARLSBAD BUILDING DIVISION July 24, 2013 Index Page(s) i. Loadmg Criteria & Material Spec. 3,4 2. Key Maps for Framing Plan 5,6 3. Design Roof Framing Members 7 4. Design Floor Framing Members 8-10 5. Design Studs 11 - 13 6. Design Foundation & Pads 14-16 7. Seismic & Site Parameters, and Lateral Loads 17-19 8. Wind Load Analysis 20 9. Design Shear Walls 21-24 10. Design Steel Moment Frame 24-30 27ai Arland Rd., Carisbad, CA PAGE: 3 DATE: 2/4/2013 JOB No: Loading Criteria: ROOF: Tile CEIUNG FLOOR: 3/4" PLYWOOD N/A. PITCH (X: 12): 5.0 DEAD LOADS: psf psf psf psf Pitch Acl= 1.2 Rfg Mtl. = 5.0 Fin/Fir = 5.0 Fin/Fir = 0.0 Sheath = 2.0 Sheathing = 2.9 Sheathing = 0.0 Roof/Jst= 2.8 1.7 FIr/Jsts = 3.3 Jsts = 0.0 Misc = 5.0 0.2 Misc.= 0.5 Misc. = 0.0 Drywall = 0.0 2.8 Drywall= 2.8 Drywall = 0.0 Insul. = 0.0 0.8 lnsul= 0.0 Insul = 0.0 n Dead Load= 16.0 5.5 Dead Load= 14.5 Dead Load= u 0.0 LIVE LOADS: Live Load = 20 10 Live Load= 40.0 Live Load= 0.0 TOTAL LOADS: Total Load = 36.0 15.S Total Load= 54.5 Total Load= 0.0 WALLS: Exterior Wall = Interior Wall = 14 10 PAGE: 4 DATE: 2/3/2013 JOB No: Material Criteria: (Unless Otherwise Noted) Timber: (West Coast Douglas Fir; WCDF) Studs: 2X: DF # 2 Fb= Fv= 180 E= 1.6XE6 psi Rafters-Ceiiina-Floor Joists: 2 X & 4X: DF#1&BETTER, Fb= Fv= 180 E= 1.8xE6 psi DF #1 Fb= Fv= 180 E= 1.7xE6 psi DF #2 Fb= Fv= 180 E= I.SxES psi Beams: 6 X or Greater: DF # 1 Fb= Fv= 170 E= 1.6xE6 psi Glue Laminated Beams:(WCDF- Industrial Appearance Grade-1 1/2" ply) (24F-V4) Fb= Fv= 165 E= 1.8xE6 psi Parallam Beams: Concrete: (Strength at 28 days) Slab on Grade f c= Foundations fc= Precast fc= Columns fc= Struct. Slabs f c= Masonry: (Hollow concrete units:ASTM C-90) Grade N (solid grouted) f m= Type S Mortar Grout REINFORCING STEEL: (ASTM A615) Concrete: Main Rebar :Ties Masonry:All Rebar Structural Steel: Beams: Fy= Columns Fy= Pipes: Fy= Tubes: Fy= Fv= 290 E= 2.0xE6 2500 psi 2500 psi 2500 psi 2500 psi 2500 psi 1500 psi 2000 psi 50 ksLASTM GR 50 50 ksi, ASTM GR 50 35 ksi,ASTM A-53 Grade "B" 46 ksi, ASTM A-501 psi I I •^X^/? f^'i'^ff fJan _ A ma X -z> ^2 - hf^.,is a/fpM: cCc^^ Sef^i>/f'>>p 1 pBP"""!"! ""I. »i,iiiiip.ii. 1,11111 i.iinii"II III 1.1111 I l.ll I I "'"^ "mmmwKimim- '.Ji't'WMBBiiWui',"'-.' • ' ' • • ^ h-ivm-.vim^wiimmmrr.'^fv'' 8 / 4 Js— ^ 4^ f i-/ / A lb '2 ^ Qfl^i^OitfiJJ - {/fJ ^SJ2JP^f • i fu ^H'//a^rf s^-cc'^-/^ .^c . 0, ,^2(Uff-r4s)^ f4i^- 3^ 7^ ? " * •iMIiiilii MiiilBaailiiillHliilli -f: /i3-f- - (? Deck, -jy/-"/ p^-^i aiPi/e, lo V -2 u H 5. rB6 ^ <f-,4^7 ''' '' PAGE: DATE: 2/4^013 JOB No: 1 STUD OR COLUMN DESIGN: f j.nd 7^ ) 1 DESCRIPT "ION: most critical sTud (perimeter wall @ north & south elevations) LOADING: DL(psO LL(psO W OR H/2 DL(plf) LL(plf) AXIAL LOAD: ROOF: 51.50 30.00 13.00 669.5 390 DEAD: 0.00 WALL: 14.00 8.00 112 LIVE: 0.00 FLOOR: 0.00 0.00 0.00 0 0 TL(plf): 781.5 390 WIND LOAD: P= 17.40 psf 1 Fp= 4.45 psf Hx= 8.00 ft Hy= 0.00 ft SPACING: 16.00 in SELECT A TRIAL SIZ 2X4 • NUMBER: 1 SIZE dy(in) dxfin) A(in'^2) SCin'^3) ICmM) 2X4 1.5 3.5 5.25 3.0625 5.359 CM= 1.00 Ct= 1.00 CL= 1.00 Kf= 1 Cr = 1.15 CT= 1.00 K= 1 PIN:PIN DOUGLAS FIR GRAD E# 2 Fb Fv E Fc Fen 875.00 95.00 1600000 1300 625 (le/d)y= 0 in Cb=(Lb+0.375)/Lb= 1.25 (le/d)x= 27.43 in FOR VISUALLY GRADED SAWN LUMBER: Kce= 0.3 c= 0.8 CHECK STUD FOR VERTICAL LOADS ONLY: CD= 1.25 CF= 1.1 Fb E' F'c F'cn Fce= 638.02 psi Fce/F*c= 0.357 2007.47 1600000 581.8584 781.25 F*c= 1787.5 psi Cp= 0.326 PDL= 1042 PLL= 520 Rotal= 1562 fc=P/A= 297.52 OKAY CHECK SI "UDS FOR VERTICAL AND LATE RAL LOADS: CD= ^.33 CF= 1.5 Pb E' Pc F'cn Fce= 638.02 psi Fce/F*c= 0.335 2007.47 1600000 585.8596 781.25 F*c= 1901.9 psi Cp= 0.308 w= 23.20 plf M=wh'^2/8 2227.20 in-lb psi fc=P/A= 297.52 OKAY fb=M/S= 727.25 OKAY CHECK COMBINED STRESSES: check (fc/F'c)'^2+(1/(1-fc/Fc6' ))*fb/F'b <=' .0 (fc/Pc)'^2+(1/(1-fc/Fce ))*fb/F'b = 0.94 OKAY CHECK DEFLECTION: DEFLECTION CRITERIA: 240 M/5^IMUM ALLOWED DEFLECTION: 0.40 in ACTUAL DEFLECTION DUE TO LATERAL LOADS: 0.25 in ADDITiONAL DEFLECTION DUE TO P-DELTA: 0.03 in TOTAL ACTUAL DEFLECTION: 0.28 in USE 1 2X4 DF# 2 AT 16 INCHES o/c // -PAGE: -DATE: 2/4/2013 JOB No: STUD OR COLUMN DESIGN: >M Jftrj^. ) DESCRIPTION: most critical stud (perimeter wail @ north & south elevations) LOADING: DL(psO LL(psO W OR H/2 DL(plO LL(plO AXIAL LOAD: ROOF: 51.50 20.00 13.00 669.5 260 DEAD: 0.00 WALL: 14.00 12.50 175 LIVE: 0.00 FLOOR: 14.50 40.00 2.00 29 80 TL(plO: 873.5 340 1 WIND LOAD: P= 17.40 psf Fp= 4.45 psf j Hx= 8.00 ft Hy= 0.00 ft i i 1 SPACING: 16.00 in 1 ' SELECT A TRIAL SIZ 2X4 NUMBER: 1 SIZE dy(in) dx(in) A(in^2) S(in'^3) l(inM) 2X4 1.5 3.5 5.25 3.0625 5.359 CM= 1.00 Ct= 1.00 CL= 1.00 Kf= 1 Cr = 1.15 CT= 1.00 K= 1 PIN:PIN DOUGLAS FIR GRAD E# 2 Fb Fv E Fc Fen 875.00 95.00 1600000 1300 625 (le/d)y= 0 in Cb=(Lb+0.375)/Lb= 1.25 (le/d)x= 27.43 lin ! 1 FOR VISUALLY GRADED SAWN LUMBER: Kce= 0.3 i c= 0.8 i CHECK STUD FOR VERTICAL LOADS ONLY; CD= 1.25 CF= 1.1 Pb E' F'c F'cn Fce= 638.02 psi Fce/F*c= 0.357 2007.47 1600000 581.8584 781.25 F*c= 1787.5 psi Cp= 0.326 PDL= 1164.667 PLL= 453.3333 Rotal= 1618 fc=P/A= 308.19 OKAY 1 1 CHECK SI •UDS FOR VERTICAL AND LATERAL LOADS: CD= 1.33 CF= Pb E' F'c F'cn Fce= 638.02 psi Fce/F*c= 0.335 2007.47 1600000 585.8596 781.25 F*c= 1901.9 psi Cp= 0.308 w= 23.20 plf M=wh'^2/8 2227.20 in-lb psi fc=P/A= 308.19 OKAY fb=M/S= 727.25 OKAY CHECK COMBINED STRESSES: i check (fc/Pc)'^2+(1/(1-fc/Fce))*fb/Pb <= .0 (fc/F'c)'^2+(1/(1-fc/Fce))*fb/F'b = 0.98 OKAY 1 CHECK DEFLECTION: i DEFLECTION CRITERIA: 240 MAXIMUM ALLOWED DEFLECTION: 0.40 in ACTUAL DEFLECTION DUE TO LATERAL LOADS: 0.25 in ADDITIONAL DEFLECTION DUE TO P-DELTA: 0.03 in TOTAL ACTUAL DEFLECTION: r 0.28 in USE 1 2X4 DF# 2 AT 16 INCHES o/c 1 1^ j PAGE: DATE: 2/4/2013 JOB No: STUD OR COLUMN DESIGN: DESCRIPTION: most critical stud (perimeter wall g east & west elevations) LOADING: DL(psO LL(psf) W OR H/2 DL(pll) LL(plf) /VdAL LOAD: ROOF: 51.50 20.00 2.00 103 40 DEAD: 0.00 WALL: 14.00 12.50 175 LIVE: 0.00 FLOOR: 14.50 40.00 13.00 188.5 520 TL(plf): 466.5 560 WIND LOAD: P= 17.40 psf Fp= 4.45 psf Hx= 8.00 ft Hy= 0.00 ft SPACING: 16.00 in SELECT A TRIAL SIZ 2X4 • NUMBER: 1 SIZE dy(in) dx(in) A(in'^2) SOn'^S) ICmM) 2X4 1.5 3.5 5.25 3.0625 5.359 CM= 1.00 Ct= 1.00 CL= 1.00 Kf= 1 Cr = 1.15 CT= 1.00 K= 1 PIN:PIN DOUGLAS FIR GRAD E# 2 Fb Fv E Fc Fen 875.00 95.00 1600000 1300 625 (le/d)y= 0 in Cb=(Lb+0.375)/Lb= 1.25 (le/d)x= 27.43 in \ \ : i FOR VISUALLY GRADED SAWN LUMBER: ; 1 Kce= 0.3 c= 0.8 CHECK STUD FOR V ERTICAL LOADS ONLY: CD= 1.25 CF= 1.1 Pb E' F'c F'cn Fce= 638.02 psi ] Fee/F*c= 0.357 2007.47 1600000 581.8584 781.25 F*c= 1787.5 psi Cp= 0.326 PDL= 622 PLL= 746.6667 Rotal= 1368.667 fc=P/A= 260.70 OKAY 1 CHECK STUDS FOR VERTICAL AND LATERAL LOADS: CD= 1.33 CF= 1.5 Pb E' Pc F'cn Fce= 638.02 psi Fce/F*c= 0.335 2007.47 1600000 585.8596 781.25 F*c= 1901.9 psi Cp= 0.308 w= 23.20 plf M=wh'^2/8 2227.20 in-lb psi fc=P/A= 260.70 OKAY fl3=M/S= 727.25 OKAY CHECK COMBINED STRESSES: check (fc/F'c)'^2+(1/(1-fc/Fce ))*fb/F'b <=• .0 (fc/F'c)'^2+(1/(1-fc/Fce ))*fb/F'b = 0.81 OKAY CHECK DEFLECTION: DEFLECTION CRITERIA: 240 MAXIMUM ALLOWED DEFLECTION: 0.40 in ACTUAL DEFLECTION DUE TO LATERAL LOADS: 0.25 in ADDITIONAL DEFLECTION DUE TO P-DELTA: 0.02 in TOTAL ACTUAL DEFLECTION: 0.27 in USE 1 2X4 DF# 2 AT 16 INCHES o/c 1 /3 PAGE: U DATE: 2/4/2013 JOB No: Carlsbad SOIL ENGI NEER: 2010 CBC Sbp= 1500 PSF REPORT: N/A DATED: CONTINUOUS WALL FOOTING DESIGN: AT perimeter wall @ south & north elevations AT perimeter wall @ east & west elevations ROOF 36.00 13.00 468.00 PLF ROOF 36.00 13.00 468.00 Ceiling 15.50 13,00 201.50 PLF ceiling 15.50 13.00 201.50 WALL 14.00 19.00 266.00 PLF WALL 14.00 25.00 350.00 WALL 0.00 0.00 0.00 PLF WALL 10.00 8.00 80.00 FLOOR 54.50 4.00 218.00 PLF FLOOR 54.50 12.00 654.00 DECK 0.00 0.00 0.00 PLF DECK 0.00 0.00 0.00 TOTAL 1153.50 PLF TOTPJ. 1753.50 WIDTH= Q 23 WIDTH= 'I f AT 0 AT 0 ROOF 0.00 0.00 0.00 PLF ROOF 0.00 0.00 0.00 ceiling 0.00 0.00 0.00 PLF ceiling 0.00 0.00 0.00 WALL 0,00 0.00 0.00 PLF WALL 0.00 0.00 0.00 WALL 0.00 0.00 0.00 PLF WALL 0.00 0.00 0.00 FLOOR 0.00 6.00 0.00 PLF FLOOR 0.00 8.00 0.00 DECK 0.00 0.00 0.00 PLF DECK 0,00 0.00 0.00 TOTAL 0.00 PLF TOTAL 0.00 WIDTH= WIDTH= AT AT ROOF 0.00 0.00 0.00 PLF ROOF 0.00 0.00 0.00 ROOF 0.00 0.00 0.00 PLF ROOF 0.00 0.00 0.00 WALL 0.00 0.00 0.00 PLF WALL 0.00 0.00 0.00 WALL 0,00 0.00 0.00 PLF WALL 0.00 0.00 0.00 FLOOR O.OC 0.00 0.00 PLF FLOOR 0.00 0.00 0.00 DECK 0.00 0.00 0.00 PLF DECK 0.00 0.00 0.00 TOTAL 0.00 PLF TOTAL 0.00 WIDTH= U,Uvi WIDTH= USE 1S" 5 REBARA ' :'2; ?: 5 RE roM com CAPACITY OF CONTINUOUS FOOTING: B= 15,00 D= 24.00 L= ((D+6in)*2)+4in= ^ 64.00 UNREINFORCED FOOTING: P= L*B*Sbp/144= LBS REINFORCED FOOTING: USING (2) #4 REBAR As= 0.40 M= As*1.48*(B+6in-3.5in)= 15.69 L= 2*SQRT((2*M)/(B*Sbp/12000))= 8.18 P= L*(B/12)*Sbp= LBS USING (2) #5 REBARS As= 0.61 M= As*1.48*(B+6in-3.5in)= 23.92 L= 2*SQRT((2*M)/(B*Sbp/12000))= 10.10 P= L*(B/12)*S bp= LBS PAGE: DATE: 2/4/2013 JOB No: Cadsbad ISOLATED PAD DESIGN: Sbp= 1500 psf PAD PAD DEPTH Pm THICK REINFORCEMENT S(SQRT(A)] AREA # SIZE d(in) (kips) t(in) each viray altemate ft (ft'^2) A 2'-0" 12 6 12 2 #4 2 #5 2 4 B 2"-6" 12 9.375 12 3 #4 3 #5 2.5 6.25 C 3'-0" 12 13.5 12 3 #4 3 #5 3 9 D 3'-6" 12 18.38 12 4 #4 3 #5 3.5 12.25 E 4'-0" 12 24 12 6 #4 4 #5 4 16 F 4'-6" 12 30.38 12 8 #4 5 #5 4.5 20.25 G 5'-0" 12 37.5 12 10 #4 7 #5 5 25 H 5'-6" 12 45.38 12 14 #4 8 #5 5.5 30.25 REINFORCING: As=(((Sbp/1000)*SQ RT(AREA)'^3)/8*1.48*(t-3.5)) Pm= Sbp*AREA/1000 PAD LOCA" riON: 1 AT: floor beam FB4 eft Rl R2 R3 R4 SUM COMMENTS: P= 7.89 0.00 0,00 0,00 7.89 USE i 2 AT: 0 ! P= 0.00 0.00 O.OO 0,00 0.00 USE 3 AT: 0 P= 0.00 0,00 0,00 0.00 0.00 USE 4 AT: 0 P= 0.00 0,00 0,00 0,00 0.00 USE 1 5 AT: i i P= 0.00 0,00 0,00 0,00 0.00 USE 6 AT: P= O.OO 0.00 0,00 0.00 0.00 USE 7 AT: P= 0.00 0.00 0.00 0,00 0.00 USE 8 AT: P= 0.00 0.00 0.00 0,00 0.00 USE A 9 P= AT: i 9 P= 0.00 0.00 0,00 0.00 0.00 USE 10 AT: P= 0.00 0,00 0,00 0,00 0.00 USE ! 1 i 1 i 1 1 t SOIL ENGINEER: 2010 CBC REPORT: N/A DATED: ALLOWABLE BEARING PRESSURE: 1500 psf ALLOWABLE BEARING PRESSURE: 1500 psf PAD PAD DEPTH THICK REINFORCEMENT # SIZE d(in) t(in) each way altemate A 2'-0" 12 12 2 #4 2 #5 B 2'-6" 12 12 3 #4 3 #5 C 3'-0" 12 12 3 #4 3 #5 D 3'-6" 12 12 4 #4 3 #5 E 4'-0" 12 12 6#4 4 #5 F 4'-6" 12 12 8 #4 5 #5 G S'-O" 12 12 10 #4 7 #5 H 5'-6" 12 12 14 #4 8 #5 01/00/00 USE 15" WIDE BY 24" DEEP FOOTING, TYPICAL tt il ii il USE (2) # 5 REBAR AT TOP AND (2) # 5 REBAR AT BOTTOM CONTINUOUS ANCHOR BOLT SCHEDULE: 5/8" DIAM. THREADED RODS WITH 5" EMBEDMENT WITH SIMPSON ET EPOXY TIE ICBO# 4945 WITH SPECIAL INSPECTION MAY BE SUBSTITUTED FOR 5/8" A.B. WITH THE SAME SPACING- EACH BOLT TO BE SECURED TO THE SILL WITH 2.5"X2.S"X1/4" WASHER. A] 5/8" DIAM. ANCHOR BOLTS AT 72" O/C BY 7" EMBEDMENT 5/8" DIAM. ANCHOR BOLTS AT 48" O/C BY 7" EMBEDMENT 5/8" DIAM. ANCHOR BOLTS AT 32" 0/C BY 7" EMBEDMENT 5/8" DIAM. ANCHOR BOLTS AT 24" O/C BY 7" EMBEDMENT 5/8" DIAM. ANCHOR BOLTS AT 16" O/C BY 7" EMBEDMENT 5/8" DIAM. ANCHOR BOLTS AT 8" O/C BY 7" EMBEDMENT (2) 5/8" DIAM. ANCHOR BOLTS PER PANEL (3) 5/8" DIAM. ANCHOR BOLTS PER PANEL B D H IJ Address 2740 Arland Rd Carlsbad CA 92008 (33.169933, -117.339606) 33.169933 ° Latitude N 33 ° 10' 11.8" 33 ° 10.1960' (degree m.mmmm) -117.339606 ° Longitude W 117 ° 20' 22.6" -117 ° 20.3764' (degree m.mmmm) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.169933 Longitude = -117.339606 Spectral Response Accelerations Ss and S1 Ss and SI = IVIapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.268 (Ss, Site Class B) 1.0 0.479 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.169933 Longitude = -117.339606 Spectral Response Accelerations SMs and SM1 SIVIs = Fa X Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 1.268 (SMs, Site Class D) 1.0 0.728 (SIVil, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.169933 Longitude = -117.339606 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 X SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 0.845 (SDs, Site Class D) 1.0 0.485 (SDI, Site Class D) Project: 2732^rland Rd., Carlsbad, CA 92008 Determine Storv Welaht for Seismic Force Dead Load, w (nsf) Area rtl2) ext. waB 1 = 14 psf roof = 16 psf Ar = 1705ft2 w = unit weight (psO ext wal 2 = 0 psf ceiling = 5.5 psf Ac = 1350 ta A = area for roof, ceiiing or floor (ft2) int wal! = 10 psf floor = 14.5 psf Af = 1405 fl2 Hw = wall height (ft) int. waB = 0 psf Lw = wall length (ft) MEP = 0 Ibs N = 0 N = number of MEP unif w A Hw Lw lbs Roof: root = w*A = 16 1705 0 0 = 27280 cej8ng = w"A = 5,5 1350 0 0 = 7425 exlvraU 1= w*Hw'Lw = 14 0 4.5 142 = 8946 exlwaa2= W'Hw'Lw = 0 0 0 0 = 0 int wa! 1 = w"Hw'Lw = 10 0 4 113 4520 int, wal 2 = w*Hw*Lw = 0 0 0 0 = 0 MEP = 0 Total = Floor/Mez: floor/mez = W*A = 14,5 1405 0 0 20373 ext wal 1= w"Hw*Lw = 14 0 8 142 = 15904 ext above= w"Hwn.w = 0 0 0 0 = 8946 int, waM 1 = W'Hw'Lw = 10 0 8 85 = 6800 window = w'iHw'Lw s 0 0 0 0 = 0 Interior waii (above) = -4520 Total tbs Seismic Parameters Occupancy Category: Seismic Category: Site Class: Ss = SI = For site class D Fa = Fv = Thus, Sms = Sm1 = Sds = Sdi = 1 1.521 Ss*Fa = S1*Fv = Sms'(2/3)= Sm1'(2ra)= il 0 0 1.268 0.479 1,268 0,729 0.845 0,486 For tieaTing^wall system with wood pan^ shear watte R= 6,5 Omega = 3 Cd= 4 1= 1 Determine Seismic Base Shear & Vertical Distribution Ta = C,*h„'' = V = Cs*W Cs =Sds/(R/l) = C.,™ = Sd1/(T'R/l)= C - C,,™=0,5*S1/(R/I) = Thus, Cs (govern) = V = Cs* W = Q.189 sec 0,130 ;;: V. 0,395 0,010 0,037 0.130 ifSI 0,6 X = 0,02 20 ft 0,75 Ibs Level W, (Ibs) hx(fl) Cvx FxOtra) Fx(psO Roof 48171 24,0 1156104 0.650 5 1 Floor 56543 11,0 621967.5 0.350 Sum 104714 1778072 1,000 k= 1 (if T «0,5 sec) Determine Diaphragm Desian Forces C = sum(Fi)/sum(Wi) C™ = 0,4"S**I = C™, = 0.2*S-,*I = 0,338 0.169 Level Wpx (lbs) Fi (lbs) sum(Fi) C Cmax Cniin C (used) Fpx (Ibs) Fpx (psf) Roof 48171 8855 8855 0,184 0.338 0.169 5 13 Floor 56543 4764 4764 0,045 --- Sum 104714 13618 Project: 273aArland Rd., Cartsbad, CA 92008 Wind Force Analysis (Section 6.4 of ASCE 7 - 05) Main Wind-Force Resisting Svstem Ps = lamda*Kzt*l*Ps3o 1. Basic wind speed: 2. Important factor: 3. Exposure category: 4. Adjustment coefficient: 5. Topograpliic factor: Horizontal Projecaon Lamda • V= 85 1= 1 B 1 1 mph Roof angle = 23 degree zone P.M(0-30) Pao (10) Ps(psf) min. Ps (psf) used Ps (psf) A 12.9 -12.9 12.9 10 B 8.8 -8,8 8,8 10 c 10.2 -10,2 10,2 10 D 7 -7,0 7,0 10 Vertical Projection zone PsM (0 -30) Pat, (10) Ps30 Ps (psf) min. Ps (psf) used Ps (psf) E 5 -5,0 5.0 0 F -?.8 --7.8 -7.8 0 G L 4,3 -4,3 4,3 0 H -5,7 --6,7 -6,7 0 Eoh -4.5 --4,5 -4.5 0 Goh -5.2 --5,2 -5.2 0 Comoonents and Claddinq P„e, = lamda*Ka*l*P„e,3o minimum pressures design pressure Location zone Eff. Wind A, Pnet30 ("*•) PnelM (-) Pne.(+) Pnet(-) PnetW Pnel(-) P™*W Pnet(-) Roof 1 100 5.3 -10,8 5.3 -10.8 10 -10 2 100 5.3 -15.2 5.3 -15.2 10 -10 3 100 5,3 -24 5.3 -24.0 10 -10 Wall 4 10 13 -14.1 13.0 -14.1 10 -10 5 10 13 -17.4 13.0 -17.4 10 -10 Roof 2 10 0 -27.2 J 0.0 -27.2 10 -10 overtiang 3 10 0 -45.7 0.0 -45.7 10 -10 nf^f'^^i^ ^^^^ '4 r 4 A LO It 3_ A/Z^f w!? •—=>' :/i' V^y/) '^fhAr ^a/s Ci>e^ ^^•^ ^f""^!'^ <''"'i ; * /;??r^/'^/^^^Plf / - ' / c I- 6ipf P rj t/A./' fjf V. ^^^^^^ '• i I i 10 ///) ^/jtfyi^^/i'S'/^^' tj- 4K 4. r c f . -f ff J,Wejf» CaHf'fei^ec a^rw. (^ cduMs ^ x9t>i/z. * 0 ^ 3,1^0^ U)) ^ api ^) ^ /2' - (^^/l^ f f<f»)/'^' 3. C/,rf jZ)Pi/,36k+l ^A36fDH.'>l-i/'^^- -f. Co.'j^a, ././i^ #,73/^ /- /i/ <• •"0 ID <ri Ml 8- CD O O -J w CO i o 2W -f I 0) o o _j CO ew CM -f m o >- N -' i5 tn c i».2 •"3 3 JJ CO Joint Coordinates and Temoemtures N1 0 0 0 0 N2 21 0 0 0 N3 0 11 0 0 N4 21 11 0 0 N5 0 19 0 0 N6 21 19 0 0 Member Primary Data M1 Nl N3 col Tube Column A500 46 TyDicai M2 N3 N5 coi Tube Column A500 46 Typical MS N2 N4 col Tube Column A500 46 Typical M4 N4 N6 col Tube Column A500 46 Typical M5 N3 N4 beam Tube Column A500 46 Typical M6 N5 N6 beam Tube Column A500 46 Tvpical Member Distributed Loads Memtier Latiei Directicsn start Magnitude[k/ft... End Magnltudefk/ft... start Location[fL%l End Location[ft.%l M6 Y -.096 -.096 0 0 M5 Y -.174 -.174 0 0 Hot Rolled Steel Section Sets Ubel Shape Desian List Tyoe Material Desian Rules lwrin41 I22fin41 Jnn41 HR1A W5X16 Wide Flange Beam A36 Typical 4.68 7.51 21.3 .19 col HSS8X6X10 Tube Column A500 46 Typical 14.054 72.254 113.992 150.399 beam HSS10X6X10 Tube Column A500 46 Typical 16.379 89.386 200.97 209.468 Basic Load Cases DL DL 2 LL LL 2 E EL 4 Load Combinations 14D Yes Y 1 1.4 12D16L Yes Y 1 1.2 2 1.6 13D10L13E Yes Y 1 1.369 2 1 3 1.3 07D13E Yes Y 1 .731 3 1.3 Envelope Joint Reactions Joint xrki Ic Y[k] lc Z[k] lc MX [k-ft] Ic MY fk-ft] Ic MZ[k-ft] lc Nl max 1.681 2 13.482 2 0 1 0 1 0 1 40.392 4 min -6.001 4 -3.613 4 0 1 0 1 0 1 -6.101 2 N2 max -.381 1 15.888 3 • 0 •| 0 1 0 1 45.775 3 min -7.368 3 3.969 1 0 1 0 1 0 1 1.386 1 Totals: max 0 2 26.964 2 0 •J min -12.35 3 4.145 4 0 1 RISA-3D Version 5.0 [C:\...\...\...\...\...\Engineering\Risa\moment frame.rSd] Page 4 5^7 Envelope Joint Displacements Joint X[in] lc Ypn] lc zpn] Ic X Rotation [... Ic Y Rotation \... Ic Z Rotation fr.. . lc Nl max 0 4 0 4 0 •j 0 1 0 i 0 2 min 0 2 0 2 0 1 0 1 0 1 0 4 N2 max 0 3 0 1 0 1 0 1 0 1 0 1 min 0 1 0 3 0 1 0 1 0 1 0 3 N3 max .595 3 .001 4 0 1 0 1 0 1 -3.402e-4 1 min 0 2 -.004 2 0 1 0 1 0 1 -4.51 e-3 3 N4 max .596 3 -.001 1 0 1 0 1 0 1 1.506e-3 2 min 0 1 -.005 3 0 1 0 1 0 1 -3.226e-3 4 N5 max .945 3 .001 4 0 1 0 1 0 1 -2.144e-4 1 min 0 1 -.005 2 0 1 0 •\ 0 1 -2.086e-3 3 N6 max .943 3 -.002 1 0 1 0 1 0 -| 2.32564 2 min 0 2 -.006 3 0 1 0 1 0 1 -1.729e-3 4 Member Sec /Vxialfkl Ic vShearfkl Ic zShearlkl Ic Torauefk-ft] Ic v-vMome... Ic z-z Momentfk-fti Ic M1 1 max 13.482 2 5.985 4 0 1 0 1 0 •\ 40.392 4 min -3.613 4 -1.681 2 0 1 0 1 0 1 -6.101 2 2 max 13.482 2 5.985 4 0 1 0 1 0 1 23.933 4 min -3.613 4 -1.681 2 0 1 0 1 0 1 -1.479 2 3 max 13.482 2 5.985 4 0 1 0 1 0 1 9.412 3 min -3.613 4 -1.681 2 0 1 0 1 0 1 .71 1 4 max 13.482 2 5.985 4 0 •\ 0 i 0 1 7.766 2 min -3.613 4 -1.681 2 0 1 0 •f 0 •j -8.986 4 5 max 13.482 2 5.985 4 0 1 0 1 0 1 12.388 2 min -3.613 4 -1.681 2 0 1 0 1 0 1 -25.446 4 M2 1 max 3.226 2 3.514 4 0 1 0 1 0 1 9.382 4 min -1.251 4 -3.512 2 0 •\ 0 "1 0 i -17.703 2 2 max 3.226 2 3.514 4 0 1 0 1 0 1 2.355 4 min -1.251 4 -3.512 2 0 1 0 1 0 1 -10.679 2 3 max 3.226 2 3.514 4 0 1 0 1 0 1 -.361 1 min -1.251 4 -3.512 2 0 1 0 1 0 1 -6.956 3 4 max 3.226 2 3.514 4 0 1 0 1 0 1 3.369 2 min -1.251 4 -3.512 2 0 1 0 1 0 1 -11.7 4 5 max 3.226 2 3.514 4 0 i 0 1 0 1 10.393 2 min -1.251 4 -3.512 2 0 1 0 i 0 •\ -18.727 4 M3 1 max 15.888 3 7.44 .381 3 1 0 1 0 i 0 1 45.775 3 min 3.969 1 7.44 .381 3 1 0 i 0 1 0 1 1.386 1 2 max 15.888 3 7.44 3 0 1 0 1 0 1 25.315 3 min 3.969 1 .381 1 0 1 0 1 0 1 .338 1 3 max 15.888 3 7.44 3 0 1 0 1 0 1 6.732 4 min 3.969 1 .381 1 0 1 0 1 0 1 -3.143 2 4 max 15.888 3 7.44 3 0 1 0 i 0 1 -1.758 1 min 3.969 1 .381 1 0 1 0 1 0 1 -15.605 3 5 max 15.888 3 7.44 3 0 1 0 1 0 1 -2.806 1 min 3.969 1 .381 1 0 1 0 1 0 1 -36.065 3 M4 1 max 4.633 3 6.794 3 0 1 0 1 0 1 25.108 3 min 1.411 1 1.118 1 0 1 0 1 0 1 4.835 1 2 max 4.633 3 6.794 3 0 i 0 "1 0 "1 11.52 3 min 1.411 1 1.118 1 0 1 0 1 0 1 2.598 1 3 max 4.633 3 6.794 3 0 "l 0 •1 0 1 3.655 2 min 1.411 1 1.118 1 0 1 0 1 0 1 -4.296 4 4 max 4.633 3 6.794 3 0 1 0 1 0 1 -1.876 1 min 1.411 1 1.118 1 0 1 0 1 0 1 -15.657 3 5 max 4.633 3 6.794 3 0 0 1 0 -l -4.113 1 min 1.411 1 1.118 1 0 1 0 1 0 i -29.245 3 M5 1 max -.403 4 10.256 2 0 1 0 1 0 1 30.092 2 min -1.831 2 -2.361 4 0 1 0 1 0 1 -34.828 4 2 max -.403 4 5.128 2 0 1 0 1 0 1 -2.43 1 min -1.831 2 -3.029 4 0 LL 0 LL 0 LL -27.001 3 RISA-SD Version 5.0 [C:\...\...\...\...\...\Engineering\Risa\moment frame.rSd] Page 5 Envelope Member Section Forces (Continued) Memtier Sec Axlalfk] Ic y Shearfk] Ic z Stiearfk] Ic Torque[k-ft] lc y-yMome... lc z-z Momentfk-ft] Ic max -.403 0 1 -3.022 mm -1.831 -3.713 -23.755 max -.403 -1.279 18.14 mm -1.831 -7.484 -10.293 max -.403 -2.558 61.173 mm -1.831 -11.254 7.641 M6 max 3.512 3.226 10.393 mm .577 -1.251 -18.727 max 3.512 1.613 -1.444 mm .577 -1.62 -12.546 max 3.512 -1.721 mm .577 -1.993 -6.541 max 3.512 -.706 9.683 mm .577 -3.313 -2.307 max 3.512 -1.411 29.245 mm .577 -4.633 4.113 Envelope LRFD Steel Code Checks Member Shape Code Check Lo... Ic She...Lo... lc phl*P..j3hl*P.. phl*Mn v-y [k-ft] phi*... LRF... Ml HSS8X6X10 .328 0 4 .026 0 y 4 437.... 581.... 101.717 124.... 1 HI-... M2 HSS8X6X10 .152 8 4 .015 0 Y 4 487.... 581.... 101.717 124.... 1 HI-... M3 HSS8X6X10 .386 0 3 .032 0 y 3 437.... 581.... 101.717 124.... 1 H1-.,. M4 HSS8X6X10 .240 8 3 .029 0 y 3 487.... 581.... 101.717 124.... 1 H1-... M5 HSS10X6X... .347 21 3 .039 21 y 3 292.... 678.... 123.449 176.... 1 H1-... M6 HSS10X6X... .170 21 3 .016 21 y 3 292.... 678.... 123.449 176.... 1 HI-... RISA-3D Version 5.0 [C:\...\...\...\...\...\Engineering\Risa\moment frame.r3d] Page 6 SOIL REPORT FOR PEOPOSED BUILDING CONSTRUCTION ON 2732 ARLAND ROAD CARLSBAD, CALIFORNIA MS 08-06 PREPARED FOR MICHELLE LIN 2732 ARLAND ROAD CALRSBAD, CA 92008 PREPARED BY S.H. SHU, GE 4025 HARBOR DRIVE CARLSBAD, CALIFORNIA 92008 July 8,2013 ''*»ll*' SOIL RE[PORT FOR 2732 ARLAND ROAD CARLSBAD, CALIFORNIA I. INTRODUCTION This report presents the results of a geotechnical evaluation of the site located at 2732 Arland road, Carlsbad, Califomia. The site is legally known as Parcel A, Parcel Map No. 20908, in the City of Carlsbad, County of San Diego, State of California, recorded on 18* day of August, 2011 in the office of County Recorder of San Diego County, State of California, (APN-156-142-56). The general location of the site is shown on Figure 1. The purpose of this study was to provide geotechnical input to the appropriate govemmental authorities that control the issuance of necessary permits or approval of the planned subdivision. The geotechnical evaluation was based on the followings: (a) Observation of existing site conditions. (b) Observation of the exposed soil conditions in two of the test pits explored within the proposed new lot. (c) Logging, sampling and test of representative soil samples from the pits. (d) Review of published geological and soil conditions data at or near the site, and (e) Preparation of this report presenting my findings, conclusions and recommendations. II. SITE DESCRIPTION AND PROPOSED SUBDIVISION The subject site is located along of and fronts Arland Road to the west that intersects Highland Drive to the north and Buena Vista Way to the south, in the City of Carlsbad, Califomia. Access to the site is via Arland Road to the west. An existing single-family residence currently occupies the southerly portion of the site and a detached storage structure in the northwest comer of the site. Easterly area of the site is mostly used for farming. The site slopes down gently to the east. The existing site is approximately 8,500.00 sf with an Rl-7500 zoning. The storage structure in the northwest comer of the site will be demolished for new construction. The new lot created will be approximately 149.73 foot deep and 62.84 foot wide in the northwest comer of the site. (See Figure 1). III. FIELD EXPLORATION & LABORATORY SOIL TESTING Two test pits(see Figure 1) were explored manually within the planned subdivision lot in the northwesterly portion of the site (Parcel 1). The test pits were excavated to depths ranging from 24 to 28 inches below existing ground surface where hard formational soils have prevented excavation below these depths. The soil layers encountered are described below: Test Pit 1; 0-12": Top soils, silty fine to medium sand, dry to moderately moist with some wet spots, brown to dark brown in color, moderately compact with some loosely cultivated loose spots. Bag Sample 1 @ 6-12". 12-24": Formational materials, also silty fine to medium sand, but compact, moist, reddish brown to brown. End of excavation at 24". Test Pit 2; 0-12": Top soils, same as Pit 1, dark brown, graded into brown with depth, some root lets, organic, slightly moist to moist, loose. W 12-28": Formational materials, reddish brown to brown silty fine to medium sand, compact. End of excavation at 28". Bag Sample 2 @ 28". Bulky Bag samples were obtained for laboratory test. The test programs consist of maximum dry density determination and consolidation test of remolded soil samples. The purpose of the maximum dry density test is to establish criteria for future soil compaction use. The consolidation test is to determine the volume changed potential of the formational materials compacted to different dry densities and subjected to various surcharge loads with or without water influence. The results of these tests are presented below: Maximum Dry Densitv Test (per ASTM D1557 Method D of compaction) Maximum dry density Pit 1 @ 5-12" (Bulky Soil Sample) — 122 pcf Optimum moisture content — 11% of dry soil weight. Consoiidatioii Test; The results of consolidation test performed on two remolded soil samples from representative top soil from Test Pit 1. The purpose of the test is to establish criteria for future compaction confrol. The results of the tests are presented below and also graphically plotted on Figure 3. Volume Change Under Different Surcharge Loads (Vertical Displacement in % Measured From Original Soil Height) Surcharge load in (psf) 144 644 844 1644 2644 4144 Volume Change Test Sample 1 (Remolded to 110.0 pcf) Field Moisture Condition 0.04%-0.3% -0.4% Saturated Condition -0.85%-1.40% -1.88%-2.65% Test Sample 2 (Remolded to 100.00 pcf) Field Moisture Condition 0.4% -1.09%-1.27% Saturated Condition -1.97%-2.64% -3.8% -6.3% IV. GENERAL SOIL CONDITIONS Based on the results of field excavations and the research of the published geological and soil literatures, the subject site is covered with shallow top soils (slope wash material) to a depth of approximately 12 inches below existing groimd surface. The top soil layer is underlain by firm formational materials consisting essentially of reddish brown to brown silty fine to medium sand to the end of exactions. Because of imiformity in soil profile, the excavation was terminated at relatively shallow depth. Geologically, both top soils and the formational materials are known locally as Pleistocene-aged marine terrace deposit. The US Department of Agriculture has classified and grouped the deposit into Marina loamy sand, 2 to 9 percent slope series with a description symbol of MIC. (See Reference: "Soil Sxirvey" By USDA Soil Conservation and Forest Service in cooperation with UC Agricultural Experiment Station, US Department of the Interior, Bureau of Indian Affairs, Department of the Navy, and the USA Marine Corps, 1973). This series of soil spreads widely along the coastal area of North San Diego area. The MIC series of deposit consists essentially of somewhat excessively drained soils derived from weakly consolidated to non-coherent ferruginous loamy sand. The representative profile of the surface layer is brown and dark yellowish brown, medium acid to slightly acidic loamy sand about 10-inchin thickness. The subsoil is brown and neutral to mild alkaline loamy sand deposit of approximately 47 inches in thickness. It is uniformly non-expansive, non-sticky with non-to low plasticity. The deposit is permeable and erosive. The available water holding capacity is approximately 4 to 5 inches. The average particle size of MIC series is 2.0 to 0.005 millimeter and it typically has less than 35 percent of fine particles passing US 200 standard sieve sizes (74 microns or 0.0029 inch). The above soil characteristics have been confirmed by our field explorations and visual classification. V. SEISMIC GEOLOGIC SETTINGS The westem San Diego region has historically been an area of low seismic activities (Allen et all, 1969, page 753). All of San Diego county, the northwestem tip of Baja Califomia and much of the peripheral offshore areas have been devoid of large earthquake epicenters since 1932. Smaller earthquakes with a magnitude (Richter scale) of 3.9 or less have occurred within this area, but they have been scattered both spatially and temporarily. On the whole, very little damage, if any, occurred as the results of these small earthquakes. The largest recent earthquakes were the low-magnitude of 3.7 and 3.6 events on June 21 and 22,1964 with epicenters near southeast San Diego. Both of the local events had the maximimi Modified Mercalli intensities of VI and caused only slight damage. In San Diego region, future earthquakes are most likely to associate with the prominent local faults, such as Rose Canyon fault, the La Nacion fault or the Sweetwater fault. Among these, the Rose canyon fault is the closest to the job site and would probably govem the selection of the required earthquake design criteria for the proposed project. However, this fault is still considered to be only "potentially active to low potential" category fault rather than an "active" fault. Elliot has studied this fault, and concluded that the Rose Canyon fault might produce an earthquake having a magnitude of 4.8 in a 100 years recurrence time. In the absence of known active fault in the vicinity of the site as well as within the Alquist-Priolo Earthquake Fault Zone, the most likely place for these damaging earthquakes to occur in future is along the known active faults that lie within the Southem Califomia region outside San Diego area. This is because most of the large earthquakes in Califomia are related to movements along active faults that lie within the Southem Califomia region outside San Diego area. This is because most of the large earthquakes in Califomia are related to movements along active faults. The closest active fault known to exist outside San Diego area is the Newport-lnglewood fault located approximately 5.6 miles west of the site. Earthquake design of future building at the new subdivision lot may be based on the design parameters listed on the Uniform Building Code that are selected from this geologic setting. The specific earthquake design parameters recommended are presented in the RECOMMENDATIONS section of this report. In addition, liquefaction potential on the site during earthquake shaking is nil due to dense nature of the formational materials and the absence of ground water body nearby. IV. CONCLUSIONS Based on the results of field investigations and study, it is the writer's opinion that the existing site is feasible for subdividing to facilitate new constmction as long as the subdivision conforms to the local zoning ordinance. There will be no geologic or soil constraints that would prevent the new subdivision lot from new constmction. The integrity of the existing owner's building at the site is exemplary to the favorable geology and soil conditions. In addition, the subject is neither in the vicinity of a lake or a natural water body nor in amidst of a natural water course. The subsurface materials consist mainly of firm formational deposit. Therefore, the site should be devoid of soil liquefaction during earthquake shaking. RECOMMENDATIONS General; Depending on planned final elevation of the subdivided lot, minor site grading would be required. If a cut will be made to bring the subdivision lot to final elevation, all future building stmctures, such as concrete slab on grade and building foundation can be supported on the firm formational silty fine to medium sand approximately 12 inches below existing ground surface. If a cut-fill operation will be made to bring the final surface to a uniform elevation, certain precautionary grading procedures would be required to assure uniform stmcture performance in the future. Precautionary grading procedures are described in the Site Grading section that follows. Site Grading; When cut and filling operations are to be made to bring the final ground surface to the planned elevation, tfie upper existing top soils should be completely excavated to expose the firm formational deposit. The clean excavated on site soil, devoid of roots or rootlets or any organic matters, may be used as compacted fills. The horizontal limit of removing existing top soils is the equivalent depth of removal beyond perimeter footing of future building. Before placement of fill materials for compaction, the exposed surface should be scarified to a depth of 6 inches, moistened as needed, and uniformly compacted to at least 90 percent of the maximum dry density as obtained by the ASTM Dl 557 Method D of compaction. Subsequent to surface preparation, the clean excavated on site soils may be placed for compaction. The minimum required compaction for the fill material is also 90 percent relative to its maximum dry density described above. Foundation Design and Construction; Conventional spread footing and continuous perimeter footing may be used to support future building at new subdivided lot. The footings may either be founded on the firm native formational soils or on the compacted fill. The required minimum depth for footings founded on both formational and compacted fill is 12 inches below the lowest adjacent undisturbed ground surface. The presence or absence of gopher holes or lateral force design requirement may govem the required footing depth. The recommended minimum width for continuous footing is 12 inches, and 18 inches for both square footing. All footings so designed and placed at the recommended minimum depth may be loaded to a maximum unit foundation pressure of 2500 pounds per square foot. This value is for dead and live loads only. It may be increased one third for combined dead, live and transient seismic or wind load. After footing trench excavations, the exposed soils in the trench should be observed by a Geotechnical Engineer before pouring concrete. If loose soil or detrimental organic or debris is exposed, the footing depth may be deepened or these should be removed or be properly compacted to at least 90 percent of the maximum dry density. Where unexpected gopher turmel is encountered, the turmel should be grouted or be removed for compaction. Lateral Resistance Design; The lateral force may be resisted by the combinations of (a) the friction developed between the footings and the bearing soils and (b) the passive pressure developed on the side faces of the footings. To estimate frictional resistance component, a frictional coefficient of 0.4 may be used. To estimate passive resistance of the soil on the sides of footing, 300 pounds per square foot per foot of depth is recommended for those footings completely surrounded and confined by a level ground. The recommended maximum passive pressure is 3000 pounds per square foot for the combined total of dead, live and seismic loads. Earthquake Resistant Design The most likely place for potentially damaging earthquakes to occur in the future is along the known active Newport-lnglewood Fault located approximately 5.6 miles west of the site in the Southem Califomia region. Based on these findings, the recommended soil parameters that may be used for earthquake design, per 1997 Uniform Building Code (also 2001 Califomia Building Code Division 4 and 5 Chapter 16) is as follows: 1. Seismic Zone Factor, Z= 0.4 per figure 16-2 of UBC. 2. Soil Profile Type per Table 16-J of UBC: Sc (Standard Penetration Blow Counts Criterion > 50 category) 3. Seismic Source: Type A 4. Closest Distance to Known Seismic Source: =< 10 km 5. Using above selected factors to determine the Near Source Factor, the Na and Nv of Table 16-S and 16-T of UBC, respectively, should be 1:1 6. Seismic Coefficient Ca per Table 16-Q is 0.4 Na. Concrete Slab on Grade; Both compacted fill or on site formational sub-grade soils can be considered non- expansive. Slab reinforcement, per local building ordinance, can be used. The suggested minimum slab reinforcement is one later of 6x6-10x10 welded wire fabrics at the middle height of the slab. The slabs to be covered with flooring should be protected by an acceptable vapor barrier, such as 10 mil thick plastic sheet. To prevent punctures and aid in concrete cure, slab should be covered with and underlain by clean sand later at least 1 Oinch in thickness. The sand later can serve to equalize intmded moisture and support a moisture vapor barrier sandwiched in the sand layer. Site Drainage; As onsite soils are erosive, it is necessary to confine both footing and slab bearing soils at all times. To accomplish this, an efficient site drainage system should be installed to drain away or to minimize surface run-off from adversely influencing the bearing soils. The efficient site drainage system should be maintained at all times. Construction Observation and Testing; The conclusions and recommendations presented in this report are based on the information obtained from field explorations, laboratory testing of soils as well as research of available geo-technical publications pertinent to the site. As subsurface materials may vary from place to place, it is pmdent to have exposed soils checked from time to time during construction and grading. The suggested phases of soil observation by a Geo-technical Engineer during grading and constmction are listed below: 1. After removal of top soils and before placing excavated soils for compaction. 2. After foundation trench excavation before setting steels and pouring concrete. 3. Before and after backfilling of utility trench, is any. 4. Testing of compacted fill after placement. 5. Temporary excavations in the vicinity of any existing stmcture, if any. % o U! ii! « r S Q o rs S fn _ 'ul -{ < > ti - n ' D i tl •ft If you have any questions regarding the information presented in this report, please feel fiiee to call. Respectfully submitted. S.H. Shu, CE 19913, GE 772, Date ^ PDDMBCNnD Development Services . •••CID [CAm Building Division ""•^ CITY OF MnCnANaCAn 1535 Faraday Avenue r^Ani CD APN WDDDSDnnT 760-602-2719 CAKLODAU B-18 wwwcarlsbacJcagov Project Address: Permit No.: Information provideci below refers to worb being done on the above mentioned permit only. This form must be completed und returned to the Buildinq Division before the permii can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line? Ves \/^ No Number of new roof drains? "Z—- Install/alter water line? ^^^^ Number of new water heaters? "2^ Number of new, relocated or replaced gas outlets? Number of new hose bibs? •4 Residential Permits: New/expanded service: Number of new amps: _ Minor Remodel ortijl* Ves No'>C Commercial/Industrial: NJ^/^ Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase Number of new amperes Three Phase Number of new amperes 2^ Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps? , M New or relocated duct worb? Ves No ><. Number of new fireplaces? Number of new exhaust fans? ^ Relocate/install vent? Number of new exhaust hoods? 2^ Number of new boilers or compressors? Number of HP KV7 B-18 Page 1 of 1 Rev, 03/09 Development Services CERTIFICATION OF Development Services CITY OF SCHOOL FEES PAID Building Department 1635 Faraday Avenue CARLSBAD B-34 760-602-2719 w/vi/w.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Lln Residence Project Name Building Permit Plan Check Number: CB131836 Proiect ID: CT/MS: Project Address: A.P.N Project Applicant (Owner Name): Project Description: Building Type Residential: Second Dwelling Unit: Residential Additions: Commercial/Industrial: 2732 Arland Rd. 156-142-56-00 Michelle Lin Single Family Home Residential NEW DWELLING UNIT(S) 1,657 Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDU Net Square Feet New Area Net Square Feet New Area City Certification of Applicant Information.- Jcunj>trAltisur natP ns/9?/?ni?t SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD 1^ Carlsbad Unified School District 6225 El Camino Real Carisbad CA 92009 (760-331-5000) O Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (760-726-2170) 1 1 San Marcos Unified School District 255 Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 x1166) 1 1 San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 (760-753-6491 X 5514) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorreeti and that (2) the Owner is the owner/developer of the above described project(s), or thatthe person executing tMfsjfeclaration is authorized to sign on behalfofthe Owner. Signature: B-34 Date: Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be connpleted by the school district(s)) ************************************************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE ctoBADUMIFiaSCHOOLUISiHlCi 6225aCAM]NOREAL CARLSBADICA 92009 PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 City of Carlsbad Permit No: Address VALUATION WORKSHEET Assessor Parcel No. Date Building Division By Type of Work Area of Work Multiplier VALUE SFD and Duplexes 1,657 $110.17 $182,551.69 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums 467 $28.74 $13,421.58 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs 259 $15.57 $4,032.63 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System 2,124 $3.11 $6,605.64 Air Conditioning - commercial $5.03 $0.00 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL Valuation: $206,612 Comm/Res (C/R): C Building Fee $1,115.06 Plan Check Fee $780.54 Strong Motion Fee $43.00 Green Bldg. Stand. Fee $8.00 Green Bldg PC Fee $0.00 License Tax/PFF $7,231.40 License Tax/PFF (in CFD) $3,760.33 CFD 1st hour of Plan CheckFire Expedite Plumbing TBD Mechanical TBD Electrical TBD $206,611.54 CFD 0 Yes (PFF= 1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/orCFD Explanation: 5 oo r' 0' r I (A O XI c m o) 2 w tj; ^ Cl S z M rn -I Tl Co 1 m 00 XI IO g > Ol > cn n o a m o o o o 3 V)3 I 2 9 Jo 09-12-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Plan Check Revision Permit No:PCRl31l8 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2732 ARLAND RD CBAD PCR 1561425400 Lot#: $0,00 Construction Type: CB131836 LIN RES- FOUNDATION REVISION & SOME WINDOW REVISIONS 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 09/04/2013 LSM 09/12/2013 09/12/2013 Applicant: LIN HSHING-LUNG&CHENG-MEI Owner: LIN HSHING-LUNG&CHENG-MEI 2740 ARLAND RD CARLSBAD CA 92008 760-717-3456 2740 ARLAND RD CARLSBAD CA 92008 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $290.00 $0,00 $0,00 Total Fees: $290,00 Total Payments To Date: $290,00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please tal<e NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed 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 attacl<, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. ^ CITY OF PLAN CHECK REVISION APPLICATION Development Services Building Division 1635 Faraday Avenue CARLSBAD B-15 760-602-2719 www.carlsbadca.gov Plan Check Revision No. I ^ ll ^ Origin;^)! Plan Check No. ^*?3?^ Project Address ^"/^Z A^LAVlP • Date ^/^ /^^ '> Contact. Email _ Contact Address ^74 O AR/Ak\D TO. City ^/4RU SAP Zip ^ ^^^^ General Scope of Work ^K'Lp(4^ ^^Ml]" Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: Plans [^Calculations • Soils • Energy • Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets p^lAViPAT\Ols^ ^TWte ^\^^P^c^^ i^T(^Ni/f \N/AU/5 a,53, 54 (Ki^TAUU 4|M?<oiC^ ^Wt^6| WAU/ , WiO-b^JW <l2/^'^ee WiKiDni 5 • Does this revision, in any way, alter the exterior of the project? • Yes 6. Does this revision add ANY new floor area(s)? G Yes No 7 m Does this revision affect any fire related issues? • Yes ]^ No 8. Is this a complete set? ^^^Yes jjb^o ^Signature. C^^-^ [2. No 1635 Faraday Avenue, Carlsbad, CA 92008 Eh: 760-602-2719 EaX'760-602-8558 Email: building@carlsbadca.gov wwwxarl5t?adca.gpv EsGil Corporation In (PartnersHip witfi government for (BuiCcCing Safety DATE: SEPT. 11, 2013 • AEELKJANT • (JURI^ JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-1836 (REV. #1) - NEW PCR #13-118 SET: II PROJECTADDRESS: 2732 ARLAND RD. PROJECT NAME: LIN RESIDENCE XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Frank Lin 1X1 EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Frank Lin Telephone #: 760-717-3456 Date contacted: fI/li (by: iii»^ ) Email: mamitakalin@sbcglobal.net Fax #: Mail Telephone ^ Fax In Personr^ XI REMARKS: Replacing the SMF with Strong Walls are under this permit. [Total of 4-panels. Selected sheets have been revised]. By: ALI SADRE, S.E. (FOR K.C.) Enclosures: EsGil Corporation • GA • EJ • PC 9/10 9320 Chesapealce Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In PartnersHip witii government for (BuiCding Safety DATE: SEPT. 11, 2013 • APPLICANT • JURIS. JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLANCHECKNO.: 13-1836 (REV. #1) - NEW PCR #13-118 SET: II PROJECT ADDRESS: 2732 ARLAND RD. PROJECT NAME: LIN RESIDENCE X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Frank Lin EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Frank Lin Telephone #: 760-717-3456 Date contacted: (by: ) Email: mamitakalin(gsbcglobal.net Fax #: Mail Telephone Fax In Person XI REMARKS: Replacing the SMF with Strong Walls are under this permit. [Total of 4-panels. Selected sheets have been revised]. By: ALI SADRE, S.E. (FOR K.C.) Enclosures: EsGil Corporation • GA • EJ • PC 9/10 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD 13-1836 (REV. #1) - NEW PCR #13-118 SEPT. 09, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: 13-1836 (REV. #1) - NEW PCR #13-118 PREPARED BY: ALI SADRE, S.E. (FOR K.C.) DATE: SEPT. 09, 2013 BUILDING ADDRESS: 2732 ARLAND RD. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Plan Revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee ^ I Repeats • Complete Review • Other Q Hourly EsGil Fee $290.00 • structural Only $116.00 Hrs. @ $232.00 Based on hourly rate Comments: Sheet 1 of 1 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: SEPT. 09, 2013 • APPUi^ANT JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLAN CHECK NO.: 13-1836 (REV. #1) - NEW PCR #13-118 SET: I PROJECTADDRESS: 2732 ARLAND RD. PROJECT NAME: LIN RESIDENCE I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X 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 I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X The applicant's copy of the check list has been sent to: Frank Lin I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IX EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Frank Lin Telephone #: 760-717-3456 Date contacted: <^ liofj3 (by: ^ ) Email: mamitakalin(gsbcglobal.net Fax #: ^ MailTelephone Fax In Person X CORRECTIONS: #1): Provide revised floor plans, elevation plans, electrical plans, window schedule & updated T-24 to reflect the proposed changes due to Strong Walls (replacing SMF's); #2): Submit (3) revised, stamped & signed sets of plans to the city for reviews approval. By: ALI SADRE, S.E. (FOR K.C.) Enclosures: EsGil Corporation • GA • EJ • PC 9/6 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-1836 (REV, #1) - NEW PCR #13-118 SEPT. 09, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLANCHECKNO.: 13-1836 JURISDICTION: CARLSBAD (REV. #1) - NEW PCR #13-118 PREPARED BY: ALI SADRE, S.E. (FOR K.C.) BUILDING ADDRESS: 2732 ARLAND RD. DATE: SEPT. 09, 2013 BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Plan Revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Pernnit Fee by Ordinance • Plan Checi< Fee by Ordinance Type of Review: • • Repetitive Fee ! Repeats 3 Complete Review • Other 0 Hourly EsGil Fee $290.00 • Structural Only $116.00 Hrs. $232.00 Based on hourly rate Comments: Sheet 1 of 1 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.sov DATE:'*S€S^ PROJECT NAIVIE: PROJECTID: PLAN CHECK NO: CB 13-1836 SET#: 3 ADDRESS: 2732 Arland Dr APN: 156-142-54-00 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes ^ No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: mamltakalln@sbcglobal.net For questions or clarifications on the attached checklist please contact the following reviewer as marked: PUNNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov 1 Greg Ryan 760-602-4663 Grefiorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina. R uiz@ca risbadca .gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 13-1836 Address 2732 Arland Dr Date 9-4-13 Review # 3 Planner Chris Sexton Phone (760) 602-4624 Type of Project & Use: new sfr Net Project Density: .63 DU/AC Zoning: RJ. General Plan: RLM Facilities Management Zone: ^ CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: :) REVIEW #: 12 3 Legend: |^ Item Complete G Item Incomplete - Needs your action Kl • • Environmental Review Required: YES • NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: IEI • • Discretionary Action Required: YES • NO • TYPE MS 08-06 created the lot APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: n n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO M CA Coastal Commission Authority? YES Q NO • If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): • • Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • • Inclusionary Housing Fee required: YES • NO • (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A • p-28 Page 2 of 3 07/11 Site Plan: • • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Poiicy 44 - Neighborhood Architectural Design Guidelines IEI • • 1. Applicability: YES • NO • IEI • • 2. Project complies: YES • NO^ Zoning: • S • 1. Setbacks: Front: Required 201 Shown 20' Interior Side: Required gX Shown 9'9 72 Street Side: Required Shown Rear: Reauired 12'2" Shown 28'9 V2 Top of slope: Required Shown IEI • • 2. Accessory structure setbacks: N/A Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown El • • 3. Lot Coverage: Required <40% Shown 22.68% IEI • • 4. Height: Reauired <30' with min. 3:12 roof pitch Shown 25'1" IEI • • 5. Parking: Spaces Required 2 Shown 2 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown • • El Additional Comments 1) Please provide the correct parcel number on the site plan. 2) The existina garage and patio need to be removed. Has a demolition permit been pulled through the Building Division for the demolition of the existing garage? 3) On Sheet A-1 under the "Building Information" proiect description it states that the new two-storv house has a 3-car garage but the plans onlv show a 2-car garage - please change accordingly. 4) The lot dimensions are not the same as the approved final parcel map for Parcel A. 5) Please dimension the lot width twenty feet back from the front propertv line to determine the correct setbacks. 8-26-13 (1) The lot dimensions on the site plan are not the same lot dimensions that were approved on the final map, Please change accordingly. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chris Sexton DATE 9-4-13 p-28 Page 3 of 3 07/11 (fir 27^2 ^y^,;/ C^rfsfMcf. c/l) 0 fbr J?^>J -f^/inr 'B^.z^zpi ^ if6,j/^ 203s ^' f5r /sf jffa&L. -4^ i- ^/^ >A>^a/f ' i.j;ff^ C^,f;/ I'm^Q & ) ^1 :^! % • I O Z Z 3 3 c 2 Q 7- Q c o o mi ^ nil -J sir (0 4^ m 5^ K 2 ,,, § TJ m o -H - sii^ (0 Ul -» 00 H H r-l r= r- rr o c I o z -» ro o *. o s o Tl o cr H to u CO to s z H 0) I IO Ui o I ROOF TRUSS LAYOUT LIN RESIDENCE 2740 ARLAND ROAD CARLSBAD, CA 9 m < M O Z M ITW Building Components Group, Inc. (351 Rovnu Circle Swmnento. CA 9S82« (916)387.0116 Page 1 of 1 Document ID: 1UXS9054Z01101014S6 Trou Fabricator: Job Idcntificatioa: Model Code: Tnm Criteria: Engineering Software: Truss Design Loads: E lui M « Tms* mi— 2740 NHJMD MW CMLSMD, CN ciaoioaES/iFi-20o7(sn) Alpim pr«fri«tary tmM analysis softaii Rsof • M KF * 1.2S Buratien Floor . I/A •Ind - W m (ASCE 7-OS-Closod) iro. Vorsion 10.OS Notes: 1. Dotonrination as to tha siiitaiilllty of thoso tmss eaapanants for tho stnietMro is tho ros|wnslhility of tho bnlUInt 4osignor/oii|imor of 2. fP^nMM^JIlSAGBl] h. Dotal Is SiMttod $ % dnming OMlETII-ONMSrOS-AOISiaOS- 10:14:44 07-10-201S lovioMr: Is prsos<o4 by: C«ISn0S4 Garold W. Heal * lof DsserlptioM OnMingf •M O 1 •47S0-A6 CAKE 13101001 07/10/13 2 •47t1-A CM 1S10100S 07/10/13 S 047tt-A1 SCIS 1S101004 07/10/13 4 •47II..A20 MIILE 11111002 07/10/13 ( M7S4-N OAME 1S101000 07/10/13 • •47W--C0 CAME 11101007 07/10/13 7 047tS»C COH 1S10100S 07/10/13 ?. f m m nnhh km] I, ilfii sit!!! lm iiii! 1 lilfp III! r M V) b X </> Ol A M O g ^ S ^ i- p ? ? p o o ^ S OOOO •O TJ X "D (/>(/)</)(/)(/> r ¥_ •O•OTS•O'O•DTI roOroNJ-'Ororo rt •o-o •O'O •O-O-O 1 rtrtrtrtrtrtrt.„ o o (O i 3 I If ID ! C w P If 1^ .el ^1 III 8^ IP S 1- S rt I •1 s s f o — Cff 3 VI I 5 ^ is I' I nmiu Mk •''"l'i if sl ? ill illl » ili! li a I! 58 :|l[llp w ml Iiii ID (O 3 o o og 3 m c l/l 8 8 3 » ?j ?j o o ^ 8 b b b b "O "O TJ -o -o </)</)(/)«/)</) I o o X I sis • -o s 00 I s -•ids i to 5? =1 a 3 a I a' -»er i!tl II •111! mm fiiili m ill'!" • Si? s si P- o o o o r- o o ^ S ooooo IS •O TS (/> to IS IS I o Pi (O ro ro TS cn X Ol w CO illiijili 111 ll' m 'Sill I •'I Hi m 2 ? o n o p i ^ b b b b TS •»» -o -o -o (/) M M </> </> 2 If IIIIII a I m -o i 5 ?SS ^ ll 3. = f 8 <o i "is I ^ I I -mr IS IS IS i r « •T ? rt 2 It 1 r IM O I O L o CD C3 u X M X Illl if 8888i88|o 3 Q. _a a.^ I 'S.'E'H.'S'S'S'H. § rt niniHi^Hi^^a I Si a I 88^888^V .^^^«^a -o-o'OTB-O-O-O 1 X 3 III II I I I 1 I I ~-t SI 8888888ll fit — » K M 3 I ill 88888882 _A ^ ^ a -o-o•OTB-O-O-O n ^888Sk84S 5 pi S cn ? =1 f a o a& ol 11 00^8 o b b b b IS IS IS IS IS s 0 a > • 1 0 s 0 >s (D 1005 1 U ^5? H Ol 8S r T r -1 •o rt Ul L J_ 5? 5?!? O 3 — U 3 (II ,ii I li I 83? * I 5! « a S (n =1 a § ^§ Hia al 8_ ?2 MAX GABLE VERTICAL LENGTH 12" 0,0, 16" •,C, 24" D.C, T> D C Cl ? T 1 ru X Ik 1 7 1 > n n ? ^ oo -r CO T 1 ru X Ik 1 7 1 > n n \ STANDARD | (/) C * w ru st —1 > Z CJ > C o * w ru I/) > > o —1 cr * ru tt (/I > z > CJ a CJ tt * Ol 1 a > C3 e ts ru Jt > Z > C3 (/3 C o * CJ ac s. 4t ru I a ^ o / n / T 1 ru X Ik 1 7 1 > n n c; Ul Ul o (T; o UI JV cn Jk Ul Jk Ul <7^ Ul o cn Ul U| u; cn o O Jk o cn o Jk Jk Ul Jk Ul i^ CO Jk vD fr U Jk CJ ik CJ Jk Xk Cd ^_ > z m to CO m •fl Ul 'iD Ul sq Ul CD sD cn \D \0 Ul 00 -.J 00 -1 OD QD -vl Jk CO (T> OD VI Vi vi ru Vj 0^ (T O q; vl o vJ a c TP 3> X A> [- Qd J» n m x CO CD SD o ru rv 00 a- •q cn CT vD 00 OD CD cq •C W sO CO o; CD vl rv CQ CO o vl O CO tn X) u c Ti CO X A> [- Qd J» n m x nj nj ro ru ru ru ry nj ru sD o ru rv) o ru o ru 00 o ru o ru o aj 00 03 O CD O q -•^ CD o 00 o CD O tn • C "0 > ru td JO > n n K tn • C "0 > ru td JO > n n K Ul nj nj o ro rj nj cn NO S OD o CD o o 00 O ru o nj o cn 03 •J3 Jk •J) Jk vD Vj 00 o 05 q tn • c w ru td JO > n n K cn • > nj m X *. OJ X) J> n n x X .u ik Ul CJ Jk LJ Jk ru ru ru ru ru nj nj ru nj q q Vj q Vj q Vj q Vj q V) q vJ q Vj q vl cn • > nj m X *. OJ X) J> n n x X w CO o o o Jk o OJ Jk u Jk u Jk u 00 ro Ul fu fu so CJ o w o fu r5 fu ry Ul o o ik Jk o vl Vj t3 vj o cn a c Tl CD nj m X *. OJ X) J> n n x X cn a c > X 0- r^ us 3> n m X o o o o O o o o O o o o o o -(J - cn a c > X 0- r^ us 3> n m X cn a c > X 0- r^ us 3> n m X tn a c: •V w X 0- r^ us 3> n m X .tk. .b. Ik ik Jk Jk Jk Jk Jk ik Jk t. J:^ A J^ r\) Jk Jk Jk ro CJ Jk tn a c: •V w X 0- r^ us 3> n m X o o o o o o o o o o o O o o vl o CD o -•I? tn a c: •V w X 0- r^ us 3> n m X •I? tn a c: •V w X 0- r^ us 3> n m X cn a c Tl l> nj X (T (— QD 10 f, n 4^ Ik Ik Ik Ik Jk tk Jk Jk Jk .Ik ik Jk Jk Jk Jk & ik Jk .fr Jk Jk cn a c Tl l> nj X (T (— QD 10 f, n o o o o o o o o o o o o n n n n <-> n n <~> n c-> o cn a c Tl l> nj X (T (— QD 10 f, n cn a c Tl l> nj X (T (— QD 10 f, n tn a c "C nj X (T (— QD 10 f, n -t». *k Ik Jk Jk *. Ik Jk Jk Ik Jk Jk Jk Jk Jk Jk Jk Jk Jk Jk ik ik tn a c "C nj X (T (— QD 10 f, n a o o o o o o r> n o o r> o o o o CJ o o o o o o o o o o tn a c "C nj X (T (— QD 10 f, n tn a c "C nj X (T (— QD 10 f, n is ^5 "M c; CSS"';: a X -t u 5 « ru ruD 1 > 1X1 n n vl I o Ol CO Ol X C IX) T) n t=i> bd V) :—I nc >o xa X) n n m n X XJ • to c 70 m n N o o c=^cwttP fi* <: — 'II; X 9 CO O D -4 » B O T = t t n ^ * -nti I" > up nil i?M !« « w 9 3 - Is -H > O W ts < t3 5 -* > 2 P n r Er^gSSSS r > 5 n P „ g o £ r^ n g J >' > n 5 y > ^ o w ^ o n MAX GABLE VERTICAL LENGTH 12" 16" D.C, 24" Q.C. TJ > 1 1 Tru X ' Jk 1 1 1 td > n ^ C/) a CO •V < n - l/> r 1 1 Tru X ' Jk 1 1 1 td > n 1 STANDARD C C3 ro > Z u > tJ f/i -1 c CJ u ru > z o > o t/i -t C t) * CJ ro > > C3 c It tF ru (/I > z > t3 n —1 c a tt CJ tt ro tt i/i > Z > CO -1 c tt CJ tt tt nj 3 > m/ 1 1 Tru X ' Jk 1 1 1 td > n Ul sD cn c? a; ro fr cn •vi Ol vJ vJ Ul Ul w cn C/I Ul cn vl C/I cn cn cn Ul CJ Jk vl fr 00 00 cn O Jk Ul J^ cn Ji cr fr vl CO !> ^ oD r^ vl sD •q ^J^ v£ ••q 00 fr O o so o sD O \D O so o sD o sD vi o •vl Vj o; vj q VJ sD vl cn n c "0 > X fr JO T> O ri K vi 0- q o o sD Jk so sO o CJ (D ik SO 0^ so cr- so SO sD q SO c> sD W cr; sO o v4 CO CP' CD US (T; vJ vl q vl sD cp Ll X) a c CO X fr JO T> O ri K vi vl q vl sD cp Ll X) a c CO X fr JO T> O ri K 00 sO fr p • c "0 > ro X r^ t» x> > rt n K sD \D sD Ol 03 CD QD CO 0:1 W OD m — fr Jk •fr i^ fr fr sO fr p • c "0 > ro X r^ t» x> > rt n K p • c "0 > ro X r^ t» x> > rt n K nj ru cn fu Ul ru 03 nj CO •JD V0 sD fU o H W o; Q- q q q CD q CO o CO sq o q q CT 03 sD fr SO Jk sD Vj Ll • c T) CO ro X r^ t» x> > rt n K Jk fr fr fr Jk Jk ik fr fu ru ro ro fu fu ru fv fu tit ;=: tl cn • c nj ru X fr to 73 > n n M X o o o o o o o sD sD sf) sD ru ro ru nj ru fU ro nj ru cn • c nj ru X fr to 73 > n n M X cn • c nj ru X fr to 73 > n n M X D c -0 CO nj ru X fr to 73 > n n M X Jk o Jk o fr o J" o CT Jk o fr o ik o Jk CT CJ CJ CJ cn CJ s£ w sD ro ro sO ru sO CJ cn so ru o ry o ru ro ro cn D c -0 CO nj ru X fr to 73 > n n M X — Cl Q > ro X f~ w JO 3> n n Jk o Jk o Jk o fr ik c? Jk o fr CT Jk CT ik o fr CT O fr o fr o fr o CT fr fr a - J» <7> Jk CT fr U) fr rv fr Cl Q > ro X f~ w JO 3> n n tn a c "0 03 ro X f~ w JO 3> n n Ji i-Jk Jk ik 4-fr ik fr fr fr fr Jk fr .b Jk fr fr Jk fr u fr fr Jk tn a c "0 03 ro X f~ w JO 3> n n CT CT o o o CT o O o CT o CT o o CT CJ CT o O o r) n o o tn a c "0 03 ro X f~ w JO 3> n n tn a c "0 03 ro X f~ w JO 3> n n Cl n c > ru ru X ffs W 73 > n n X fr fr Jk fr fr fr fr fr Jk ik Jk fr .fr fr fr ik fr fr fr fr Jk Jk fr fr fr fr Cl n c > ru ru X ffs W 73 > n n X o o o o o o o o O o O o o O o O o o o o o o o o o Cl n c > ru ru X ffs W 73 > n n X Cl n c > ru ru X ffs W 73 > n n X cn a c "0 w ru ru X ffs W 73 > n n X lk Jk fr fr fr fr fr fr ik fr Jk fr fr fr fr fr fr ik Jk Jk fr Jk fr fr Jk fr cn a c "0 w ru ru X ffs W 73 > n n X o o o o o o o CJ o o o o CT CT o o o o o o r> o o r> o CT cn a c "0 w ru ru X ffs W 73 > n n X cn a c "0 w ru ru X ffs W 73 > n n X «• 3 C > 2 a -I n Cl • c TJ > CO o vl I o c/l 00 Ol Tl X C z t) CO "D m men tl > " tc) cn m (XI m x^ mLI a? 53 n mm z: 2 n m r~ z • -H CO mtd t3 m o o m X • (X) c TD m N O o • • 51^ , IU .. 3 Q •o U 3 o c o D o O • c o Q c o Q • C Cl E E o u I il CM CM 00 t-t T-l PO > « Q> I- LU D O O Q ^ ? cog 12-27-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRl3l62 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2732 ARLAND RD CBAD PCR 1561425400 Lot#: 0 $0.00 Construction Type: NEW CB131836 LIN RES- REVISIONS TO TRUSS Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 12/18/2013 LSM 12/27/2013 12/27/2013 Applicant: FRANK LIN 760-717-3456 Owner: LIN MICHELLE C/O FRANK LIN 2740 ARLAND RD CARLSBAD CA 92008 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $145.00 $0.00 $0.00 Total Fees: $145.00 Total Payments To Date: $145.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date; Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth In Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition, You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previousiv otherwise expired. ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. IS IQj^ Original Plan Check No. OA '^^3^ Project Address -27^ Z- AR/ A-K:^^ Date l^/5^/f-> Contact Erxjail Wl^lf>y)^ J l^(^^\p^ g^/? I . pit Contact Address ^L/^^ ARI AkXb PsP . City ^^R^< gAt> Zip ^ General Scope of Work. Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: "0 Plans ^ Calculations • Soils • Energy • Other__ 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets "^VVJ FAU ATn^ 5. Does this revision, in any way, alter the exterior of the project? • Yes 6. Does this revision add ANY new floor area(s) 7 O Yes • No 7. Does this revision affect any fire related issues? • Yes • No 8# Is this a complete set? • Yes • No ^Signature/ • No 1635 Faraday Avenue, Carlsbad, CA 92008 Eb: 760-602- 2719 Ea2t 760-602-8558 Email; building@carlsbadca.gov www.carisbadca.gov EsGil Corporation In PartnersHip witH government for (BuiCding Safety DATE: DEC. 20, 2013 • APPLICANT Gtf'jURIS. JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-1836 (REV. #2) - NEW PCR #13-162 SET: I PROJECT ADDRESS: 2732 ARLAND RD. PROJECT NAME: LIN RESIDENCE XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The pians transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Frank Lin EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Frank Lin Telephone #: 760-717-3456 Date contacted: (by: ) Email: mamitakalin@sbcglobal.net Fax #: Mail Telephone Fax In Person XI REMARKS: Revisions to the roof truss plans & calculations are under this permit only. By: ALI SADRE, S.E. (FOR K.C.) Enclosures: EsGil Corporation • GA • EJ • PC 12/18 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-1836 (REV. #2) - NEW PCR #13-162 DEC. 20, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD (REV. #2) - NEW PCR #13-162 PREPARED BY: ALI SADRE, S.E. (FOR K.C.) BUILDING ADDRESS: 2732 ARLAND RD. PLANCHECKNO.: 13-1836 DATE: DEC. 20, 2013 BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Plan Revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: By Ordinance • Complete Review $145.00 • Structural Only • Repetitive Fee Repeats Based on hourly rate • Other • Hourly EsGil Fee 1 $116.00 Hr. $116.00 Comments: Sheet 1 of 1 BUILDING PRODUCTS 909 W. Vista Way Vista, CA 92083 RECEIVED DEC 2 7 2013 CITY OF CARLSBAD BUILDING DIVISION City of Carlsbad Building Division DEC 2 7 2013/ APPROVED BY: {/C ftS ISSUED BY: <J^W\ RECEIVED DEC 2 3 2013 CITY OF CARLSBAD BUILDING DIVISION B U ILDING o t:; L» i) O s »• • • • •• •• • • • , •••••• • • • • »•••• • • • • • ••••• •••• ••••• • • • •••• •• » • • • • • > • • • DEC 1 8 2013 LIN RESIDENCE 2740 ARLAND RO AD OMELV^H^ CARLSBAD, CA w z O > Ul tc (0 (0 3 I- " SI > < SS « vo 'avasiuvo aVOH ONVIUV OPLZ 30N3aiS3U Nn inoAvi ssnui doou X o CO Ol c o> "(0 (U Q o CN CO CM LJ < ID O CO t- _a3 (0 o CJJ ro CM o IL o o z 5 < o o o ^ CM 1- •«- cc IJ Q O ID OOOO! I- I- m (0 U I- o lO H CO X X $ o X y ^ 5 -J fc Q: V UJ . Om CO (W z*^» U. Z $ O m § £ Q z Q ^ o o 2 o lU t i< -I ^ o LL o > o in 10 - 1-aia. in 0) ll 0) eto in £ £ •a-1 in O 4J 4-> W •o 10 — . O D) 0 1. 0 IDI— 0) C o I-TJ => »- 0) UCQ .c u L. >iU 0) — J3 o o u c O —Qi TJ -1 T3 E J: —LU _I C c E o io> l-z cn l_ o a oo 0)Z ~ CDS ,0 4-1 a — .Q in •a 4-4J 0) O TJI- E TJ 0) o O i_ 4J oo 3 01 "a ia 1-<« o> J3 o ~z — in u o O.I- I-L. a a r-4J 1 Li- QJO L. 10 0) LLl 13 O C -6 ot/) cxa HEX in C in 0) 10 1 a. £ 0 o . (0 O L. o CM 0) • 4J C 0 -ICO 1-U o TJ in 0 O 11 </) 1/1 3 4Jt 13 4J _l a: a: U 1. 3 3 1- £ 3 -a LL m c 10 0 TJ 4J O oo m s o 4J a.01: in 4J oo s s u 1 O a u in in o . 1 h-u 1 4J 3 O . C *J C — x: oB c . in X CO .- o 0) •a 4-> o< o ffi 1 C 4J C LLI c O cr-. CO O X 4J Ji O ID o — JO CM o .— 4J P o> c a in s 1— l|.(0 O Q.— 0 < c CJ Int-_l TJ C 0) Z O — • o el. 0) 0) 0) a 0) -o z c •a C — 13 > - 0) •D — o o c O)— 0 O . £ O o -10 . ~ 10= in jrx ifl LLi . tJ o in £ m 10 o OJ 1. LU _1 o u 0)0 0) in . 0 C i3 -J T- 0) > . TJ «- 10= O (O -m in - CM TJ fl)'* tJ O) a — in o O 10 -D l-CM O C E — c oo in O O 0) 10 C 10 o ll-T-o — — £ C £ cn 1 = O 0) 10 0- L-<!-< iJ o TJO <M TJ O OJP £ £ O 0) C_> u I— \ (0 - C O -P JJ > CO 10 o JiO -1 O - C = O m -a) m u CM 'D C L. CM . li-u 8 0} 1-in TJ 0) ~ 0) >- C en o 8 £ 0) +J -o p 10 ja in — t- 0 •D CO o 0) 10 10— >iO c C m 0) 0) o 1-<D 00 in TJ T3 E TJ TJ ID c o i: 0 13 C o L. IU E TJ fl) . E O -P c ~ in < c O — C 1-o in 0 - - — •o o .c — 0 0 ID 1- 'o - c 3 in 3 0) IS E U Q. — »-Q. 0 1. 0) 0) t-o S2 9) a. 4J in Ji o uiiti-a tJ C 01 — S L. E 10 U 1. 0 .c -C 0) 0) 10 a.£ 5 — 0 0) 0 in 0 u 01 .c 3 — E 3 13 3 P TJ — -p in — ooa >. «-C 9) -P 10 «- 0 3 P a ap — Ln c in U a o o 0) 10 1- 3 O 0 0 — P 00 eg a I/) 1-00 — O 4-1- Ol- P C ID ID o u ID 4- P u 3 TJ fl) X CO NO in O r- O O t- ) O CM in CO o m CO . +j P P P P +j +J I ID ID ID ID ID IQ ID . 4- 11- 4- 4- »- 4- V : aaaaaaa in 0) TJ 0)T p ID lOi-OO'^O'* * O) « "J- CM o o o o o o o . p 4J P P P 4-> P . T- o in O t— O O r- O CM irtT- O in p p p p p p p . 10 10 ID n ID ID ID > I 4- 4- V 4- 4- 4- 4- • aaaaaaa il ^ "A CM o o CO \ O i \ o Ui o X O 0) 0£ IA a < o LU EN 1-1 < Qf < o O o CO CO to to to a. 0. Q. Q. a. OOOO o o o rvj T- t- a o ooo ca CO \- in u O a a 3 to 0) > o o 1 <o CM CM .—\ CO So ca ' y c^ >• Ah- 1 "M CD Jl II -I =) a U. CO _i t-a. I 00 CO eg II II -I ot cc o c . C3) c — 3 in o <u r. C3 to ISI < 4-1 a v u »< UJ X N a) I ^ ^ l/l o c P c IS c in 1. TJ tl « XI O E — 3 E E E E E E E O O O O O O O U i 0) I Ci. I to 1 illllli ooooooo I-I-I-I-OQ CO OD 0) 4-) O ^ M S U D ^ - •- E • MCS It £S"'{Si*» 1>'*~ I. ' a • — 4|ooaS jaoc'B cu-t- ?£•»»#IS S S X*J UCr- — -Q 0.1^ » .1 ts -"C 'I \zjr»* I J-*?fl?|;^ ?^ ^«»;»< A^ika — c t-i. e« an X'DCA -ooarcai *- ^ * •> o o *J i5 6 *J n _ on c « — Ol — c— 4-0— — e ySg^fl a ^B^-DTli i.. e Sii?i = •- uo—g-ue Ol. — MoBO Eoo Mfl «Joa.4J— OCI i. » £0'- u.aiA Liii— no — LL.WI,0 Mwa — o.«- £-5."i' = iS 3 WZ«|S> — 30 DJJOC- I n-iBf — >i«*J««i«ctJ -o- 1 tn < 01 ywher X 01 g) actor c r c u ii-HI u — la 10 IA 4-d) •a • P 0 L. c tfl 01 4-tJ 0 .-.-^IDI^ a n in < BUJ i-too 0) 10 a HI 01 C'D u. . L I) u . i_ — I. wo U oo 0 ^ 10 0 QMIM c u . E -1 TIJ: HI z to Z 01 1- u C Ul . 11 L. Z — 0 a OI-I 0 W.D £ a 01 TJQ 4-10 U 0 L. 0) S £ tJ 3 L nu C) OUT: a O CD o l_ 4J 0 01 O a eo 0 au fll L UJ -D o c a.~ in ^in d] T3 IM C IA c 0 — 3 i-rotn — ffl o -O '- c I- a u. . 0) — 0 -1 i 1-— •am 01 win u tn *J -V C 1-ui a. OUU . — tm .1^ m U I- 01 c — < 3 0 m in < 0 JC u - P 0 4-1 o a 1 ts t. r u 01 0 U 10 c S 0) • 0 4-> 4J 01 u a in — TJ > O UJ 10 I) 0 — tn 1- 0 00 U II IM r p CD D)3 0 n Irt-I T— 0 0 t. — 0 (C \ <Q IM f U 0 I. — 01 _I <Q ON 0 0 0)£ > 0) -O ON c a»J u ,00 0 1/1 •0 a o 0 Vo J.-c 0> 1-0 0—0 0 Vo n s ffl r TJ UJ i) u ap in inz 1_ c -1 u — ffl— ^ 1/) 0) V c — _J 1- u 1. 0) wcMo-or > a X m Q 0 0 10 . 2 p H -ID C 3 X C U)0 CM L U me o Q 0 0 10 . 2 p H -ID C 3 X g-DZ Q.L — T- 0 0 £ u +J^ fll om OO u c o • u a> iflOO-— 3 1-0. o oin u 01 (0 uo. >xO CMO X • C C c r \ -ODLul o U fll — 3 0) fl) (/) -IN tn uu . am 4J O o u U 0 u 0 u n 0 tfl U) tf) 0) — o 0 0 fll 3 L. p tfl *J — n cc= aio >- .0 0) in 0 U<T 0 4J l/l — OT) -1-oo l/l N r 1-(fl > c c E ffl O 4J aa p 10 — 3 0 CL) < c 0 0 in 01 C — me P P fll C 0 0 (Dtroo i-o 0 s, -Ift me P 01 — l-Oi-DQ 30 .- "O ll-ts tl U'C 10 —D 3 a)x a 4-1 ffl C 0 3 L. ai fll — 10 U 4-tO U 0 ao O JC JC aoi £ — BJ 0) -o E L 3 U U 1 P u — (M 11 O' 10 Q dl 10 P a H- 1- ID c 11 0 P P 0 C 0 ap 0 0 CO -in 1-in in p ac — +J < Q o <^ X o ON CDO •t O X ffl - 4-) p .p p 4J O (0 ffl ffl ffl CO U. U. U-U. U. li. Q£ 0. Q.Q.Q. a 3 O. 0 O O 0 0 4J P p p p 13 T3 lfl r © U L no*-* 0 0 0 £ X9 P U U U 0 3r-cgd • p 4J 4-' 4-> 4-) ^ ffl ffl ffl Q fl) li. U. U. U. L. U. Q 'tOr-'d- O N CM rg rg (/) Q: t-T-r-1-OliJ <m 3^ f E E E E -10 0 0 0 0 -1 w i_ i_ i_ I. L < I LLU.lj_U.U. 0 0 KCD T) (A O Ot-0 I £0 UCQ O Tl L 1-O O £ a u 0 '-p — p a 0 a DO to T CO I tn, CM o I CM CO J J_ J JL to 10 to to to a. a. Q. Q. 0. OOOO o tr o o CM «- T- _j a a -J OOOO 1- 00 00 I- I-o a a 3 to u 0) > o o to I CM OJ .—^ a • "•o • • O)— o c . Ul C '- s VI O IU S. Q to in < a 0) u 1-X CM 9) 1. < tfl O P 10 0) — > 0. CD ID U O 0 *J • T) « U — « w o — 1. i ^ c ». 10 g « « - si" a#- L. £ p • ^ tr a a. I. y <g -nines — Si >!U 5. i 8 " " * • • • Jill I o XJ fl) p to TJ ID It fl) — TJ-1 P a 0)0 P l-ro 0 13 IOO u. . a 0) ooa WCM a 0 O CJ 3 ID -I TJ in z in u c C LU in tn3 o o •D L. r p 5 4-" nd ro 1 L. . in in 0) 1/1 Q a fl) L. 4- P iLl in /—. fl) 01 C to 3 1- m P CH fl) o • LL. T-ID E -100 O) •— . . 0) O II c t-o TJ in cn L. _l Q£ fl) fl) c — -a — «t 3 1- in '- 3 in — 1-O 0) in c tr oo fl) to P 3 O 01 1 1-u fl) . C 1-— L. r-. .O 01 0) P p TJ TJ -. > o - tn UJ C — in 1- 0 ro in c O -<7)3 o a P O '-to 3 — o ID - >> a c < L. — 111 C XJ o — > 0) 3 -o L. OO o in TJ 10 P p O 4-0 J3 .-HJ cna 10 S *J P o in £ X in inz I. — 1- fl) 0 LLl — ID-in 0) c o a a c OI ^o TJ J: 3 a in 10 -c intDCj u P a 01 — lOTJZi-o o r 3 fl) 10 E — a 1— £ u in 1- '-oo u c - 0 PK — 3 3 01 4-< ID u a o •• a O 1. to C £ 01 in CO 3 0) ID in 8=? i_ . -P u 8=? u . 4-U ID o in CM 00 ^ o o> o 3 1. P> 10 in 4-»- 0 1- .O 9) in .c 1-P m — pl P fl) in in >> c c 1- 13 p — TJ C ~ 3 O -ID — c — 4 Q a3 — n O IDQfO UO a ap 3 0) 1- OCQ 30 3 P 0) I-3 OIX a in -CJ TJ x: fl) fl) -PO c a£ — ID in 3 '^p E ? -— CM in • 0 >i4-a 3 .'- » — in c in C O ap l-O CO ID a — pl <: ID l-DQ < 00 I ro in u o 0 pl p o 0 OJ 10 ID > 4-4- c 0) in 0 TJ ID I-01 p O L. u X t) 3 o C TJ Z 0) E s 1-o a o p 0) o p 0) Q. o o L. < J3 o * \ o to 4J 1 o TJ c TJ z C fl) 10 m ID I-O o tn 1- o c to 3 Cl u at in IL. c 10 3 o p o o TJ 1 p < fl) £ c . u C P 0< o Ut 0 c r~ oo X) o a in 4_ (o \ < fl) c int--1 CO TJ o a I/) c 13 -1 TJ o o C o> tn fl) o -ID < Ifl . pl u w^>—'U ID O 0 0) . . L. t. XJ T- 0 > a P P ID 01 Ifl < fl) fl) .o in I-o oaoQ c E c oo oB oB ID 3 o 4- t-o . r- r- P 1 •<ro a =tfc*tO p TJO CMO z C u 0)00 . <; _l_l-l 0) ID JiO _ICJ H 1 1 1 fl) 0) u cc: LI.LI.Ll. I. 1. fl) 1. in in < OOO m x: fl) P '-TJ o a 01 o c C 01 TJ '* XXX ID TJ 13 E ID r~ CM CM CJ L. fl) O N in in o -c — TJ TJ in 1. T3 £ — 0 1 L. t. a 0 ID u a - TJ 1 0 0 fl) p o a 4J ID 1 £ x:s u E ID U 0) 0) o o fl) o fl) TJ CO c TJ P TJ CJ ap c C P 10 ip I. 1-0 0 0 0 0 fl) O i-eo o CQ — CJ 4- to X o tM J ll o OJ J JL J JL to tn CM (M O CO O t— T— la rt rt 1^ ^ o \ tM in O -) a> o 0£ —) (/) < o LU EN » 1 < IX. < O o o u. u. CO to 0. 0. o o d •» to to 0. a. o o (3 d _J _l -1 a DL -1 _i TC TC BC BC oc in 4-1 u o a a 3 to 1. > o o I to I CM CM o • 'COB • •iaif:i •••as L. o c CJ) in tS CJ O ll T- =3 1 in r-tn o CJ I- r- It l~i2S «"2 8-i*l iflnnaiAA an rufli_«.&_. V L. d • a t- « =" 5 ° 85 si "Sf *; ?" S • i S S« S i - ^ • !5S4»li lis-?!!-! o_ .J;.|| 3 3 J ' S° J j-S illli - 3 — 31.Iss J B S *' 5 B «B — UD — tLUi C9t. L — 4JBIO scES*- •*'-55i!i.BM iSO +JB *J«0.lJ-0£i 8-*. - ««J cj;a.o — »-wSB u S>ic S*^*^ >,ii- !.« Ofl«i tia— (Be O'C— L. c^k.(iaiJ.o«iift ..i" S tJcB — i-k.-au-'CQ — «g>> - 30 oxiBc- -i?j!?88:i 0) / UJ > / Z CD \ Q-\ _i \ < a. TY 1- -j Q. • * • • • 0) 3 TJ o 0 ro fl) > - tc 00 II d CO TJ_I fl)0 TJ 13 0 P C U. IOO 10 0 TJ UCD Sl c O XI u ID -1 TJ 10 c 0 E TJ 0 ID ens P 0 13 fl) P 0 > 0 X3 4-oB XJ fl) in 0 > a a P LU TJ 0 c cot C p fl) o • ID I-0 -1 CO fl) L-P O II to 3 3 -1 Q: TJ U fl) -a u. c 3 in £ 0 TJ oo S CJ u 1 1-1 r-x: c . Ol 13 p d o< LU C 0 cr~ o -X) in 0 d IO 3 4- CO < c in I-in 0 c a -o 0 c p TJ 0 0 c ma 01 P 0 — 0 x:x in u • p LU ID 0) 0 u pd C XJ »- 01 0 I 10 -c in Olro fl) — in fl) 1. E — on TJ 00 4-1- 4-r- 01 r- Pl-.— 1 TJ 4-'<t p 10 TJO II O 0 P 0100 o 10 c JiO lOX ° , -0) 0 u u . 4-I-N TJ 0) 1-'- p O O 10 .C 0) P 10 CJ 0 TJ L. 0 0 a 1_ 1-C B TJ -10 .C TJ TJ > ID TJ C T3 1- fl) 0 C -in TJ ID 0 -TJ — TJ fl) fl) £ — fl) 3 fl) 10 4J T3 u a P — L. 0 10 a ID ID £ 0) — 0 E 10 — P ax: 3 P 0 3 0 ^1.4: tn c n TJ 0 P TJ 0 P ^1.4: tn c n C fl) P ID ^1.4: tn c n ID 3 0 0 ID 0 00 10 a 3 0 TJ 00 — 0 P in L. 1-0 0 p p 0 u ID ID 4- 4- 0) C in 0 10 1- CJ 0) P tp . 1- u •^CJ u 3 OCM c TJ in z fl) c LU I-ep I-fl) O. 3 I-1- \ a in 0 to 01 0 in ^ fl> TJ z 3 I-t U_ CJ — oa cn tn . c c 1- 0 4- TJ 0) C O) in fl) •o Qi: 13 •• — in .?§ i_ — I- 00" 04-0 01 . XJ 0) > 1- o O XJ 10 fl) > fl) o in XI - ID 3 in mz — 10— in fl) fl) >.^i^ TJ x: c in o I- 1- p lO-OZi- o o a 1— JC 00 u c — .c< ID oa 1- to 3 fl) p o U 10 3 t. 1. n p in > >,5 c £ ID in o in p in fl) in — c c ~ 3 4 Q 0 IOQ:O UO uooo 30 3 fl) X a 01 P o = — ID >!•««• — — — CM a c o ap — P < ID ID p o p 0 . '* o IM O ^ . _ICJ in in p '- fl) 01 T) E 10 O c — o — 13 pl ID O fl) 11 -o- I in X in II il o <— o to to to to to a. a. a. o. a. OOOO d d o CM r- -I a O -I OOOOO I- I- OQ OQ I- m 4-1 u o a a 3 to ^ tM U 01 > o o I CO I rti c>j to : si oe—.flsncs — on — -tai-LBjs — » 4-1 u O c O) in ta a 3 OJ T— B S S — O Tl « 0» • < t • +J t> c S am u -I (O — £ * a u ti q '' V a. S a o a _£ -a a. 3HBM J9I. M - B jE S5|f' P 5»' 11* 8 = -?' * i i ?- ecx GOO *><] vaaw- g B '^S - 0 2cS5 -OB C • II — t »- 5 an 3 — _ -£ JC (0 — a la -- ,££= £ >,! 3 •= s - i a" i .. • • • •• tn c CJ ve u to ID II fl) U TJ_I in Xl TJ flJQ T) ID C P u 01 — 10 IOO 01 0 u OCO u u a 0) o g u c 3 P -I TJ g ID c E TJ — u 0 a c a 013 0 P 0) fl) TJ 4-4J 0) a 0 0 u - 0 XJ 4-oS o> J3 0 fl) p in 0 0 c 0 a T— P ID — UJ TJ 0 C TJ CO'* C 10 0) 10 a 10 0 . ID u 0 -1 CO 1-u tn 0 n to lO 3 c . —1 Of ot U ~ P -0 LU 00 c 10 — u . tn 3 < 0 p — 0 in op S 3 u 0 fl) a u I h-1 p u afl) IV .C c . 3 x: •a 4J o< 0 x: in P LU c 0 CIV CO P 0 0 -CM 0 t— .- fl) to 3 4- to '-V 3 P >< < c CM in r-_l 13?^ 0 0 a 13?^ -cJ c TJ fl) tro) p TJ 0 0 C c 0) c tna fl) 1-0 -ID . 0)-D -£X in LU . P 0 — 10 0 LU 10 _l 0 u fl)0 — ID C XJ -J r- 0) > . 10 0) u 10 -m in - CM U J3 a — in cs u P 3 E — c 00 in 0 in -o 0 4-»-0 -CCC a> 1 fl) .-4-< p 0 TJO eg -D in 3 0 u 0)00 \ ID - 0 I— 10 0 J£0 ° P T) 0> -fl) m U 0) u . 4-u 0 0) u in ~ P TJ 0 a> 0 0 x: 01 P TJ 10 fl) x: I- 0 TJ ro u a 0) 10 — TJ 0 u c in ffl 01 a~ ID 00 in TJ 13 E TJ > E TJ C 0 p u 01 a 0 0 C '-in < c g -C U OUP •D S £ — 0 0 P o.*J 3 fl) ID to E u a ~ 4-0 u 0 iS 0) a P — fl) XJ x: fl) m u E ID 0 u — XJ ax: a — 0 01 0 ID in E 3 TJ 3 P TJ — P 3 P in >> 4-C 0) tr P 10 4- 0 in 3 in c in fl) 0) 0 0 0) ID 4- 3 u 00 10 a to u CQ — Q 4-— E P o p u ID 4- P U 3 TJ 0) T3 0) c cn u u u u I 1 1 I O 1 OOOOO fl) I i-i-oaaaoQ a I CO I CO I ro vin o O O T- tn eg tn o in to CJ .«- CM o cj^ T- r- CM CM CM It . p p P p p U ID ID ID ID 10 ID U. 4- 4- 4- 4- 4- u a a a a a 3 Q T- O^ O^ OJ ^ CJ fl) «- I-P ID —ooooo a p p p p P -votnt-oo o CJ»- oin in CJ O T- CJ O CM I- 1 CM II p p p pi pl . ID 10 10 IQ ID U ID 4. 4- 4- 4- 4-U_ . a a a a a u 30»-^0^ Q ^ O) CM O § E E E e E — 3 O O O O O CJ 13 C u TJ fl) .- fl) P (D XJ in ID — >> O O >i •D ID C O fl) . E O u m o 10 u T3 - C aoua in Jf g 131 in o £ "o fl) in o u 0) x: in — o 3 p a ap u 3 o o o I- Ol- P c in 4-1 u O a a 3 CO 0) > o o I to I CM <V ta 1 1 OJ a 10 to • §0 to; ^ki is o LU 4J C • O) C '-3 lfl O 0) £ Q (O tfl < a. 01 o X LU ^ tM lu a _i a cn 1 CM \ CO a> I- 11 II -I at ot JZ o PJ 3 in 01 TJ P 01 a |a — 4-1 9) 4-1 O < a X 3 O o o z LU < o (O to to to CO Q. a. a. Q. o. OOOO tod _l -1 -J -J _l a a -j 0 0 0 0 1-00 OQ >i 0 B 0 4-1 a o i^St'S *S-^^-. il^, £—«£») fl id— «p — »• • • • fES ?£»«eff«6t ....... — ~E— so. at uc-L °§ i;ii|o f-£hj° tnurtJ Off- —^ a.u s F— Vl-tl iiHfliU— — O -BB(j«t. s < Q - — a. zin aiA— Bco ^— wOMjaiLU i«:>,-V ?SSIs,3t,- — CW— *><D <l. I L— 5— wt-iBBtfimo £S.|SS oSSi'S^B 00— Q.U0 Ot. I. — 4Jta*9 1f S°Si sill"SIT LfLft W«JJ< P Si l"i£ |, ? m-I 9a3ia>>.- B c ii i. B ouanii! •0B*'c"— "So -Lt-3L-C9~ — 30 o a • -OB F OBiS. o a IO > II 0) TJ-I Ift 0)0 /—.CTi TJ 10 P h- • U fl) IOO fl) tu 00 o u UOO u •—^ £ u o 0 Q U c -1 13 E in z c C IP E u O a tn 3 o P fl) TJ 4-u P 01 o 3 0 u XI 4-cn a XJ O in o o tfl o a fl) u p LU TJ o tfl .-s fl) c TJ c in 3 h-in 0) 10 o . 10 o lu «-u 0 -1 CO H-O) ^ . — u O II to to c I-o 4-3 _l ot Ot — Ot u -o UL. 00 — < 3 c 10 m i < - 1-O 0 p oo i o fl) CO u 0 1 1— U 0) . p r-. x: oa XJ 0) c . 13 p TJ •• > 0< o LU C o — in u 0 cr-00 o -X) CJ 13)3 O XJ o r- IO s T— — 0 ID IP to \ < c CJ u — 0) VI r-_l o o — > fl) a -o z u oo O VI c p TJ O 4-0 XJ '-o o c tna 01 1-10 3 o -ID . xx in lU Ul VIZ u . p o LU ID -1 — ID-VI fl) o u fl) o c XJ _l OI —^in TJ £ t- fl) > . 10 -00 c moo I0TJZ>- U p Ifl - CJ 0 — in (S c moo I0TJZ>-2 0 u E — c a u — £ o o in i^t: 0 oo u c 4- I-O '-i^t: a> — x:< 3 1 4-<; p o ID ua >iS TJO CJ TJ o u .— u to C £ OOO \ ID o ID o 3 0) 10 Ifl J£0 -1 0 o , -fl) tn 4-> U U . 4-U o U 10 O Ift C u tfl m o in 3 U P VI x: fl) P TJ r- 0 TJ U XJ 0) u a fl) ID U C in . P V) — 10 00 in tfl >1 c c TJ T3 •a c o P '- 3 U fl) c — VI < c 4 O 0 '-C u TJ 01 0 ioai:o UO £ — o o 3 0) ID to E uooo 30 u a — 4-u O O fl) 3 fl)X a a P x: fl) S u fl) PO E 10 U u ax: a — — ID >>'>a-0 0) o 6 3.-TJ 3 — CJ P TJ — pl C fl) CT a P ID 4- U tn c in fl) fl) c o ap Q O 0) 10 CO ID a 3 to u — p < ID (2 — a 4- lfl u 0 P u 0 • ID XJI- . 4-3 VI >iO a C OQ: p 0 EUI ID > — p T30 a u u 3 TJ 01- >, 13 u x:o c fll O uz 10 L. J: u ao X /TPI ^o ^ 00 in 00 CO u OJ— P o . 0 P . fl) c to m o in o t o Lu Ul a CJ oto TJ P z • o f a> I- (3) .— ^ 1 a fl) o o c tn II 1 o a c . pi p P p P CJr- O O O 10 10 ID 10 ID PO lfl < P T) 3 LULuLuluLuLU ._J_l_l_l—1 u fl) tn . O fl) C VI 13 oiaaaaa a u o — fl) =3 a X — 0 C Q ^ CO O t O 3 a ID c tn to t ^ CM VI ID tu t- T- «- t-p u a tfl 1-0 o\ fl) <: P c o — 13 _i a o 0 0 o o fl) TJ — = 01 .—. pj p p p p 0) — '<t £ tn C 10 CM O) 0)v^ toe* ooo mx: u v-'WXJ m ro o in o o - Vll- 0 . . u u CJ tfl < P P 10 0) . CJ O t OJ o 0) TJ VI 0) fl) TJ X) r- 1 TJ 10= tn CO CD C E II otn c 133 eS ID 3 . pl p p p p O — .10 T- t- P O ID ID 10 10 10 O ro £ =*t=tfctO < U) V- C LU LU lu LU tu LU = cx fl) _l_l-l fl) ._I_I_I-J_I '* ~ > 1 1 1 0) aaaaaaa CJ TJ a 0 Lu Lu LP u "u a> OOO tn Q t O ro ^ O ^ IO t CM P ID fl) C ID — TJ '- c inatv-r-T-r-O XXX otu TJ : £ CJ CM CJ <ca fl) . m 0 VI OS U VI . P 13 13 VI u -1=) E E E E E 10 U t- 0 U U XI 0 _l 0 0 o o o afl) c O 0 fl) P —u u u u u tfl JC TJ .C £3 u < 1 lULULuLulu O fl) w U u fl) — 1 V) o X o c O 1 1 I I I I tfl — o c ap c LU 1 3 P P O 0 0 a 1 OOOOO u 3 0 O i-eo o to 1 l-l-h-l-CQ 1- 0 CQ t o CO I Ctl -J ^ n o CO o CO in \ n m t- o rv n m t- t— \ ^ o Ctl in O —I ^— at o a in -) < CJ UJ Ul EN h-» 1 < tx < a a o to to to to a. a. Q. a. OOOO d o o t CM «- -I £3 O -J o o 00 OQ tfl 4-1 L. O O. a 3 CO u 0) > O CO • ••;r/-N ••••si" >.° II O, o; CM i "L 00 o 4-1 u o c . O) c ~ 3 tfl O 0) X o (O tf) < T- ro «- to T- II o CO I Ctl 4-1 a « u X LU t X N 0) u < tfl to tJ IS < a. pl o V«i »• .S£ g 3«^« '3 . ! .ill . E£"<?> 5't£* iSSj'Sff* £— «£»J fl io- «o-a(ki.4JB -aa.ai)«-o 51*-18-» r?c. i*£l £*4 * « • *•; IS i: i!. i •.— auc «i-oi-£«uo i>,Si !=• f ^£3 >,l^ £»j U£T- —^ a. n n HcviBtiiai iB.£Ni^—<-c *.l-4J .OI-SIU— -. K m * I- s < S a DM— Bco *i~moioa.u -gvoL.B — f * a 3 tA % S%mi.i I S ^ ? S * I .. -5-a fl BaCi-ct- c 9 0)0 o Q B -0 fj?— a — »j f^a*~onc«E fl~tj£-g j*i£iJ£|cO u~§— o" ^fiSBSawS" £S.|SS jisi'S,*! c - s, r- " It '.i'i ill J f • ofi fuo. ~* ffln-t^'i'o uSa*?£3-- 00- fluS I. — ti m o OC1.33— B" — itai-BB loo 'Pn ti f a. ti ~ o £ t i~ n i. a « t> ti < F iM>jC c ?fi>>o- — 0 •""82 BS— o » • -sll? S^SE^^JS.? 1- n ro— tJ a It vie— an — UUSLG If » 0 —a.*. CB— U C.pL.I)0P.O>l>l e— L-DBj - 4J— u eu L ae UB c — B'4'Q J ti 9 a — i.».3L— co-«g>> - 30 ojioc- -----iB-i : 8 a S .. - »i ?" c 1^ TJ-I t flJO ^vO> P 1- . IDO Lu 00 UOQ v^ o a -J TJ tfl z C c tu Uli S. TJ u o 3 S 4-' oa a tfl o Ifl Q a 0) u tu T3 V) 0) tot C 3 l-tn o • ID LU T-_I00 in O II CO c 1- O 4-_J at at -a LU < 3 tn 1-o oo S 0) co — 1 1-u fl) . rv X X fl) TJ P TJ > lU c o vi u 0 o — X ens O X to 3 — o ID < c u fl) 0 — ^v > fl) -o" u oo O VI p TJ 0 4-0 X -tna 01 ID 3 cx tfl tfl VIZ u UJ 10 10 — V) 0) c X fl) win TJ X ID -c vioo U P 01 — tfl 10 TJZT-0 o E — c a u — X o oo u c Pl-— x< 3 4-< p ID ua >iO O u U to C X O 10 3 0) 10 tfl o -0) P u . 4-u u ID 0 VI tn 0 3 u p tfl <- o 13 U X 0) u c P VI — ID tfl >1 c c TJ C — 3 c — VI 4-— Q TJ 0 IDQfO uo 3 01 ID UOOO 30 u 0 3 OIX a C 01 fl) PO -ax 10 >lt E 3 T3 — CJ >, 4-c a tn c tfl C o ap 00 10 a p < 10 VI U u O 0 P P u u fl) ID ID > 4-4-0) C V) o TJ ID U 0) p o U u X u 3 u c TJ 0) E z U o a no _ tt ee o CL. o u o ^-X o CJ \ CO p 1 o c TJ fl) 10 OO u O o cn u — o c 3 rj U 0) Ift C ID 0) 3 TJ -CO tot < 0) c . u c o< o 131 c rv 00 o d tfl 4- to \ < 01 tflT-_l CD •a a IO c TJ -1 .—. >—. O 0 c 0£ OJ o •-ID 4 tn o)v^ . . . p tJ WW 13 fl) . . u u > O P P ID fl) VI — < fl) 01 13 X u o OOOO c E oo ce oa oa ID 3 4-1-o • t- T- p 1 t o a *=tt!lO TJO CJO z C 01 00 \ . LA _i_i_i 1 1 1 J« o u _1CJ ct lULUlU U 0) u tfl VI < oao t31 X fl) u a et i o t tt C fl) 13 '«• xxx —. •u -a E ID rv CJ CJ CJ u 0) O CJ VI o -c — CJ 13 TJ VI u X — o 1 u u X 0 u a - TJ 1 OOO) p a P ID 1 XXS u E ID U 0) 0> U 0 fl) o 01 TJ ro c P TJ CJ ap c P 10 4- u 1-o o o o o fl) o i-aj o CQ — O 4- CM I CM O I CO O I O I CM T 00 I to 1 V 0 < o o X 3 o o z UJ < o to CO CO CO CO 0. 0. CL Q. Q. OOOO O t O O CM r- T- -I O O -I OOOOO I- H 00 00 I- U1 4J u o a. a. 3 to 0) > o • IB I I* to '••2i O o u o c CD tf) o t o CO CO m II il*' sii ^ ..'* ..^j* t-c'i?««-B ti ^ - O L j B U a Tn faBO-C-+J B>c» > £ > - o am 9 m — «r5 fl 5o— «o- dir ??, . i«£| £«4* t » •* = S S ^ 5 . i 3S«ff5 - l.^^t^. !;«3 Iz .•t i» »»• "41 !i#|«E£ §|v S'^S ?£*4£jisssJ^~li - c — BO. « gc-i. a— BUC B-Qucauo rw OXT- —-g aw « -aBWBk. < <u-— a ?v>— «co +J— «dB.aatJ — 0 q t/i ut IO BK- -5-a « " eSlPBH -c^Buu— a. = ! !E5"f Is,'; — — c— B«t — ofi.«r— Dl d3«-a — c V-u aJ fin £ -oin •OQBUCBI (-WBD— U UUSli B ti li am £ 0 — a -C— BU- — C » ~«C- -as" t »-s isis I BS fuasoav — S 8*-?***^ 23ai?*3-- iSS^'ti^ 5o^55 U~UB*B *"5<'''~ P ij-fSsic •00>i*- — xua--- gu aOt— 0 «a feu 5.— •+J50 1- §1 li o I o I Ctl • BDi f— yigo. — >B 34Jooaa ao3«t>>i-o'B— u ctii-bOfXitt £~a.fl** uo c" — ii*J o 4>BB — — eg •i£ng>> - 30 oxigc 5!t!8 = = ?• • •-^ fill -sl sl b 00 » • I • ft • a \ / Y A • /\ \/ ¥\ f\ c O QJ U u 4'' CD O 0) ° > a u d ^ e 1.0 OJ ci o <t s: o m o a. a. o >-OJ •.£1 <I O CJ -_l u LJ <I • <[ a_ 1— U. (/I X ft; x <E <L s; tt' (7) • CL X LJ <E h- f/'i h- • u u • X D Ql • Qi • B' QJ UT m <i: o • IT QJ QJ Q.^ > Q_ • nj • ai Q_ Q • Z _l !2 Ul <: ra <; • X '•J ct Li_ n Ql CK 1— LJ z. n CRI • UT DAD • Q] ^ OJ • X <t <: CK X Ql CI a. > DEF Q_ n CK > • 1 Q_ Q: • ra a a m • QJ • IZI ra a a <i > QJ > 3 Q3 in ^ L- LQ QO <i: / 5: u 1,0 ^ .> i OJ LJ QQ QQ // i7 c r- m Q in (QO LO •'•£> !•••/: ••••:• • • • * • • ••• • «•••• • • ,...•: » • • «•••• *,•••• »•••• *,•••• • • .••••• •.»•• 3 e < tn Ofi « tn «-i li)