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Home My WebLink About1008 CANVASBACK CT; ; CB061019; Permit07-19-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No: CB061019 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: GLORIA LU 858 759-0742 1008 CANVASBACK CT CBAD PATIO 2146434100 Lot #: $2,400.00 Construction Type: 0 NEW LU RES-160 SF DECK W/FRENCH DOORS-NO ELE/VAR.DOORS, WINDOWS & FENCE PER Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Owner: STANDARD PACIFIC CORP 5750 FLEET ST #200 CARLSBAD CA 92008 ISSUED 04/13/2006 RMA 04/13/2006 04/13/2006 MC Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $45.79 $0.00 $29.76 $0.00 $1.00 $0.00 $0.00 $90.00 $0.00 $166.55 Total Fees:$166.55 Total Payments To Date:$166.55 Balance Due:$0.00 BUILDING V} Inspector: FINAL APPROVAL Clearance: NOTICE: Please lake 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 you have previously been qiven_a_NOTiCE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date ' ^ ' f Business Name (at thjs address)Address (include Bids/Suite 9} Name Telephone #Fax# Name Address City State/Zip Telephone # Name Address ^ City State/Zip Telephone # 'i^^iwsi^ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars I $500]). Name State License # Address License Class City State/Zip Citv Business License ft Telephone # Designer Name State License ft Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) CD CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Kl l> as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. (2KY^ QNO 2. I Ufove f have not) signed an application for a building permit for the proposed work. 3. I K3ve contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): ,5. 1 will ppividfefaarne of the wark^but I have contracted (hired) the following persons to provide the work indicated (include name /address / phone number /type of work):S-^r~rif^*s*^TJr\/ JA s PROPERTY OWNW SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? C] YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 ,OOO feet of the outer boundary of a school site? D YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. B^feiglfll^ • ^v;;;;.;;,!-/;;.;-;^,-; - ; •" v v,;. -. ,,..;/; ,-^^r: :^^:^'^:^^: .$:•>: (•:' '"• •;-. •;-,. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. 1 agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned aj-any time after the work is comnjeno^afor a period of 180 day^(Section 106.4.4 Uniform Building Code). \/APPLICANT'S SIGNATURE—-*S ^\7WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 09/25/2006 Permit* CB061019 Title: LU RES-160 SF DECK W/FRENCH Inspector Assignment NIC Description: DOORS-NO ELE/VAR.DOORS, WINDOWS & FENCE PER DRAWINGS Sub Type: 1008 CANVASBACKCT Lot 0 Type: PATIO Job Address: Suite: Location: OWNER STANDARD PACIFIC CORP Owner: LU GLORIA Remark Phone: 8587616456 Inspector: Total Time: CD Description 19 Final Structural 4=1 Requested By: GLORIA LU Entered By: CHRISTINE Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date 09/13/2006 08/17/2006 08/14/2006 07/27/2006 07/27/2006 07/27/2006 07/26/2006 07/26/2006 07/26/2006 07/03/2006 07/03/2006 07/03/2006 06/27/2006 06/21/2006 Description 19 Final Structural 18 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Welding 11 Ftg/Foundation/Piers 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 11 Ftg/Foundation/Piers 13 Shear Panels/HD's 17 Interior Lath/Drywall 16 Insulation 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Welding 11 Ftg/Foundation/Piers Act CO AP AP AP AP AP CO we AP AP PA NR PA AP Insp MC MC MC MC MC MC MC MC MC MC MC MC MC MC Comments NOTICE AT DECK GUARDRAIL DECK COLUMN & SOFFIT OK TO WRAP & LATH REVISED FOOTING LOCATION & SIZE FOR DECK DWELLING INTERIOR FRAMING EXCEPT AT SHEAR WALLS, ONLY City of Carlsbad Bldg Inspection Request For: 09/13/2006 Permit# CB061019 Title: LU RES-160 SF DECK W/FRENCH Inspector Assignment: MC Description: DOORS-NO ELE/VAR. DOORS, WINDOWS & FENCE PER DRAWINGS Sub Type: 1008 CANVASBACKCT Lot 0 Type: PATIO Job Address: Suite: Location: OWNER STANDARD PACIFIC CORP Owner: LU GLORIA Remarks: Phone: Inspector: Total Time:Requested By: GLORIA LU Entered By: CHRISTINE CD Description 19 Final Structural Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Date 08/17/2006 08/14/2006 07/27/2006 07/27/2006 07/27/2006 07/26/2006 07/26/2006t 07/26/2006 07/03/2006 07/93/2006 07/03/2006 06/27/2006 06/21/2006 Inspection History Description 18 14 11 17 18 11 13 17 16 17 18 14 11 Exterior Lath/Drywall Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Interior Lath/Drywall Exterior Lath/Drywall Ftg/Foundation/Piers Shear Panels/HD's Interior Lath/Drywall Insulation Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Act AP AP AP AP AP CO we AP AP PA NR PA AP Insp MC MC MC MC MC MC MC MC MC MC MC MC MC Comments DECK COLUMN & SOFFIT OK TO WRAP & LATH REVISED FOOTING LOCATION & SIZE FOR DECK DWELLING INTERIOR FRAMING EXCEPT AT SHEAR WALLS, ONLY V NOTICECITY OF CARLSBAD ^ * . (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE &> 4&x*r *2S"><~ TIME LOCATION PERMIT NO. A- /. 4" FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? LJ YES FOR FURTHER INFORMATION, COTACT PHONE L BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 06/21/2006 Permit* CB061019 Title: LU RES-160SF DECK W/FRENCH Description: DOORS-NO ELECTRIC Sub Type: 1008 CANVASBACKCT Lot 0 Type: PATIO Job Address: Suite: Location: OWNER STANDARD PACIFIC CORP Owner: LU GLORIA Remarks: Inspector Assignment: Phone: Inspector: Total Time: CD Description 11 Ftg/Foundation/Piers Act Comment Requested By: GLORIA LU Entered By: CHRISTINE Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments CITY OF CARLSBAD BUILDING DEPARTMENT DATE 2-1 NOTICE LOCATION PERMIT NO. (760) 602-2700 1635 FARADAY AVENUE TIME AtrfVl ofcl &£ .ii — •( FOR INSPECTION CALL (760) 602-2725. RE-INS' FOR FURTHER INFORMATION, CONTACT FEE DUE?? LJ YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER TlIJ*3""B™S"~?rT^~~"'' " "*> •*'y*^ NOTICE_ _ CITY OF CARLSBAD — - (760)602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE'&I u<fe O TIME LOCATION. PERMIT NO, fa A- :. FOR INSPECTION CALL (760} 602-2725. RE-INSPECTION FEE DUE? I I YES FOR FURTHER INFORMATION, CONTACT b&2*:~..'^""7 It . PHONE BUILDING INSPECTOR CODE ENFOHCEMEMT OFFICER ALLOWABLE RESIDENTIAL DECK JOIST SPANS1.2 s SIZE 2X4 2X6^ 2X8 2X10 2X12 2X14 SPACING 12" 16" 24- 12" -ar 12" 16" 24" 12" 16" 24" 12* 16" 24" 12" 16" 24" DOUG. FIR FLOOR JOISTS 6'3" 5'6" 5*0" 0 tf j**^ 7*9" 12'9" 11-9" 10'2" 16'5" 15'0" 13'0" 20'0" 18'0" 15*10" 22'9" 19'9" 16'0" REDWOOD FLOOR JOISTS 6'3" 5'6" 5'0" 9'9" 8*9" 7'9" 12'9" 10'3" 16*5" 15'0" 13'0" 20'0" 18'0" 15'10" 22*6" 21 'On 17'0" 1. Assumes a live toad of 40 psf and a dead toad of 6 psf. 2. If foists are wttHn 16* of grade, use pressure treated Douglas Fir-Larch or Foundation Grade Redwood 3. Assume F(b)=825 psl. F9v}-90 psl. and E=1 ,200.000 psi for D.F. #2 4. Assume F(b)=S26 psi, F9v)=80 psi, and £=1,200.000 psl for Redwood Allowable Beam Spans Post Spacing (fwt) 4 6 V*^S 10 12 4 4x4 4x6 4x10 6x8 4x10 6x10 4x10 6x10 6 ( 4x6 4x8 4x10 6x8 4x14 6x12 4x14 6x12 P 4x6 4x8 4x12 \ 6x10J 4x14 6x12 4x14 6x12 Joist span (feet) 10 4x8 4x10 6x8 4x12 6x10 4x16 6x14 4x16 6x14 12 4x10 4x10 6x8 4x14 6x10 4x16 6x14 4x16 6x14 14 4x10 4x14 6x10 4x14 6x12 4x18 6x14 4x18 6x14 16 4x14 4x14 6x12 4x16 6x12 6x16 6x16 SETBACKS FOR R-1 PARCaS FRONT YARD - 20' from frort property line INTERIOR SDE YARD - 10% of tot width up to a maximum of 10' STREET SOE YARD-101 REAR YARD - 20% of tot width up to maximum of 20 feet MAX. LOT COVBWQE - 40% Contact the Planning Department for information on comer Ms or lots wth unusual configurations and for information on Planned Communtles, accessory structures, and butting heights. The telephone number for the Planning Department is 438-1161. 1 20% Of LOT WDTHTOA MAX.QF201 10%OF LOTVMDTH UPTOA MAX. OF 10- LOT VWDTH MEASURE) 201 FROM 201 BACK OF FRONT PROPERTY UNE PROPERTY UNE Minimum Square Footing Sizes (inches)1-2 Post Spacing 4 ^rfHb) &» 2 4 12 14 -16 — - 18 20 6 14 16 ,20- 22 24 &/ 16 20 ,_....-. r>2£) ..-. IWO 28 Joist Span (feet) 10 18 22 ^24— - 28 32 12 20 24 .26 — 30 32 14 20 24 .__ 28 32 36 16 22 28 -3Q .... 34 36 18 24 30 32 36 38 1. Assumes 1,000 psf soli bearing capacity 2. The minimum depth for all footings Is 12 inches into natural grade SEQUENCE SHEET THE BAY COLLECTION (Thompson-Tabata) PLEASANT BAY SERIES PHASE 4 MAPNO: 14841 Tract No.: 98-14-03 LOT NOS:166-176.206-212 DATE ISSUED: 11/30/2005 No. of Lots; 18 PLAN A B C TOTAL 1 2 0 3 5 2 1 1 1 3 3 2 3 0 5 4 3 1 1 5 TOTAL 8 5 5 18 Date Date LOT PLAN& ELEV. ADDRESS Phase 4A 212 211 210 209 208 207 206 176 175 1C 2A 4BR 1AR 3A 4CR 3BR 4AR 1CR 7077 Rose Drive 1002 Canvasback Court 1004 Canvasback Court 1008 Canvasback Court 1005 Canvasback Court 1001 Canvasback Court 7079 Rose Drive 1006 Sagebrush Road 1010 Sagebrush Road Phase 4B 166 167 168 169 170 171 172 173 174 3A 2C 4AR 3BR 1AR 3BR 1CR 2BR 4AR 7057 Crystalline Drive 7061 Crystalline Drive 7065 Crystalline Drive 7069 Crystalline Drive 7073 Crystalline Drive 7077 Crystalline Drive 7081 Crystalline Drive 7085 Crystalline Drive 7089 Crystalline Drive BACK FLOW NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO FOUND CAT. II 11 11 II 1 1 I 1 1 II II 11 11 I! II 11 11 I COLOR SCHEME 13 1 8 3 4 15 7 4 14 5 15 2 9 4 8 11 10 5 VENEER Stone None Slone None None None Stone None Stone Stone None None Stone None Stone Stone None None ROOF Flat "S" Tile Flat "S" Tile •S" Tile Flat Rat "S" Tile Flat "S" Tile Flat "S" Tile Flat "S" Tile Flat Flat Flat "S" Tile NOISE MIT. NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE PRE PLOTS Original Issue Date: 2/25/05 Revisions: 1 1/30/05: Split Phase 4 into 4A & 48, Phase 4B. we have changed the construction sequence (Lots 166-174) ENHCD ELEV. RIGHT RIGHT NONE NONE NONE LEFT NONE LEFT NONE RIGHT NONE NONE NONE NONE NONE NONE NONE LEFT COMMENTS Notes: 1. Reverse = Garage on right 2. RIGHT OR LEFT determined by looking at house from the street 4. All Lots include standard foam trim around windows on front & rear elevations 5. Optional Enhanced elevations will be used on side elevations of home only (noted in column above) 6. Noise Mitigation per Investigative Science & Engineering PRE-PLOTS 1. Office @ 1 Car Garage (Plan 1) 2.-Option a I Den @ 3rd Car Garage (Plan 2) 3. Optional Office @ 3rd Car Garage (Plan 2) 4. Optional Suite @ Standard Bedroom #5 & 3rd Car Tandem Garage (Plan 3) 5. Optional Bedroom 6 @ Tandem Garage (Plan 3) 6. Optional Suite @ 3rd Car tandem Garage (Plan 4) 7. Optional flex space @ 3rd Car Tandem Garage (Plan 4) EsGil Corporation In (Partnership witfi government for (Bui&fing Safety DATE: July 12, 2006 URIg JURISDICTION: Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: CB061019 SET: I PROJECT ADDRESS: 1008 Canvasback Ct. PROJECT NAME: Remodel for the Lu Residence 2<j The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Steve Sanders Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/5/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad CBO61019 July 12, 20O6 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: CBO61019 JURISDICTION: Carlsbad PROJECT ADDRESS: 1OO8 Canvasback Ct. FLOOR AREA: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/13/06 DATE INITIAL PLAN REVIEW COMPLETED: July 12, 2OO6 STORIES: HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/5/06 PLAN REVIEWER: Steve Sanders FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. \r* f ivy T5 UALC \_rnu» i iru w STRUQURAL ENGINEER. INC. CONSULTING & DESIGN 1748 \fcteiKateiia Avenue .Suite 206 Orange, CA 92867 714-997-IM5 BW 714-997-3857 Thompson II Standard Pacific - San Diego BY DM DATE 05/28/02 SH 1Lat-1 PLAN1 FLOOR LBEL T3 TZ L1 If /\ DALE CHRISTIAN/ WS STRUCTURAL ENGINEER. INC. Thompson II •X^ CONSULTING & DESIGN L\. 1748 \MJSI Kate«aA*nue Standard Pacific - San Diego ^\ SurteMS • ^T Orange. CA 92867 V 7K-997-II45 &X 714-997-3857 Derive Strip Loads: Longitudinal Direction Aft^; Va/w of C,«af mean roof ^ he^ht used for atifeewanj surfaces^ L1 2 Story condition d to ridge: 15.00 0.00 0.00 0.00 pitch: 6.0 712 19.00 w.trib: 28.00 0.00 0.00 0.00 h.avg* 26.50 ft for 28.00 h.top h.bot h.eff C.eavg C.q h.top h.bot h.eff C.eavg Roof: 26.50 40.00 7.50 1.1590 0.3 26.50 19.00 7.50 1.1590 Wall: 19.00 10.00 4.50 1.0880 0.8 19.00 10.00 4.50 1.0880 Wall: 9.00 0.00 1 0.00 1 .0600 0.8 9.00 0.00 1 0.00 1 .0600 Seismic Roof: 0.186 * (Roof DL*41+2*4.5*15+2*4.5*10) Rr1: 0.088 * (Floor DL*34+2*9*15*2*9*10) wx hx wx*hx factor Seismic Distribution R 1004 19.00 19076 0.186 F1 790 9.00 7110 0.088 " 1794 26186 L2 1 Story condition d to ridge: 2.50 0.00 0.00 0.00 pitch: 6.0 / 12 9.00 w.trib: 5.00 0.00 0.00 0.00 h,avg= 10.25 ft for 5.00 h.top h.bot h.eff C,e avg C.q h.top h.bot h.eff C,e avg Roof: 10.25 9.00 1.25 1.0600 0.3 10.25 9.00 1.25 1.0600 Wall: 9.00 0.00 4.50 1 .0600 0.8 9.00 0.00 4.50 1 .0600 Seismic Roof: 0.143 * (Roof DL*61+2*4.5*15+2*4,5'10) wx hx wx'hx factor Seismic Distribution R 1384 9.00 12456 0.143 1384 12456 L3 1 Story condition d to ridge: 6.00 0.00 0.00 0.00 pitch: 6.0 /12 9,00 w.trib: 12.33 0.00 0.00 0.00 h,avg= 12.00 ft for 12.33 h.top h.bot h.eff C,e avg C,q h.top h.bot h.eff C,e avg Roof: 12.00 9.00 3.00 1 .0600 0.3 12.00 9.00 3,00 1.0600 Wall: 9.00 0.00 4.50 1 .0600 0.8 9.00 0.00 4.50 1 .0600 Seismic Roof: 0.143 * (Roof DL*6+1*4.5*15) wx hx wx*hx factor Seismic Distribution R 182 9.00 1634 0.143 182 1634 JOB NO. 02042 BY DM DATE 05/28/02 SH. 1LaM ft pit from to ft 0.00 UOO C,q 0.7 0.5 192 plf 0.5 180 ptf 187 plf 70 plf ft pit from to ft 0.00 0.00 C.q 0.7 0.5 95 plf 198 plf ft pit from to rt 0.00 0.00 C,q 0.7 0.5 118 ptf 26 plf DALE CHRISTIAN/ STRUCTURAL ENGINEER, INC. CONSULTING & DESIGN r748VWKiKateita Avenue Suite 206 Orange. CA 92867 7K-997-II45 WX 714-907-3857 Thompson II Standard Pacific - San Diego Derivation of Lateral Strip Loads - Plan 1 Structure Geometry. Pitch: 6.0 /12 3rd story: 0.00 ft. plate 2nd story: 9.00 ft plate 1st story: 9.00 ft plate ' Wind Load-Method 1fNc>miaI Force Method) Fir depth: Fir depth: 0.00 ft 1.00 ft Exposure: q,s: C 1.06 1.13 1.19 1.23 12.6 1.00 Speed: at 20' at 25' atSO1 psf for Occupancy Category 4 70 mph 0.8 at windward wall elements 0.5 at leeward wall elements 0.3 at windward sloping roof 0.7 at leeward sloping roof P= C,e*C,q*q,s*l C,e interpolated for heights over 15' Seismic Source Type: B Seismic Load - Allowable Stress Design Zone: 4 Soil Profile Type: SD Z: 0.40 N,a= 1.00 Site is 9 km to known seismic source (minimum) N,v= 1.08 Factors Nta and N,vapply to SeismicZone 4 only C,a = 0.44 C.v • 0.69 1= 1.00 for Occupancy Category 4 Determine Structure Period: C.t= 0.020 for light-framed buildings T= 0.1820 = C.t (h,n)*3/4 Design Base Shear. ,n= 19.00 ft = [C,v*l/RT]W,DL V,max = [ 2.5 C,a "I / R J W.DL V,min = C,a*l*W,DL Seismic Zone 4 Only. V.min - [0.8 ZN,v * I/R ] W.DL V,s= [pj* V/ 1.4 Reliability/Redundancy Factor A.b= 2510 sq ft. ground floor Location of max loaded element: Maximum V,wall * Total Story Shear (Ibs): r.max (element-story shear ratio): p = 2 - 20 / (r.max * SQRT[A,b]) Longitudinal 5.5 2.8 0.690 0.200 0.048 Transverse 5.5 2.8 0.690 0.200 0.048 Vs=i 0.063 0.143 0.063 0.143 Use: Longitudinal Line 10 1700 9573 0.18 -O.248 1.000 Transverse Line 18 1856 11776 0.16 -0.533 1.000 C,e: Table 16-G C.q: Table 16-H Table 1&-F Table 16-K (20-1) TaWe16-U Table 16-1 Table 16-S Table 16-T Tabte16-Q Table 16-R Table 16-K Table 16-N Table 16-N (30-4) (30-5) (30-6) (30-7) (12-9) E= [p]* E.h + E.v (E.v = 0 for allowable stress design) (30-3) (30-1) STRUCTURAL ENGINEER, MC CONSULTING & DESIGN i 748 U^st (Catena Awue Suite 206 OrandtCA 92867 7W-977-IM5 ^714-997-3857 Thompson H Standard Pacific-San BY OATH SH. DM 05/2&02 T5 d to ridge: w.trib: WindV ••• •%4 Roof: Wan: Seismic 1 8.50 22.00 Story condition 9.50 0.00 28.00 0.00 0.00 0.00 pitch: h,avg = h.top 13.52 9.00 Roof: h.bot h.eff C.eavg 9.00 4.52 0.00 4.50 1.0600 1.0600 C,q 0.3 0.8 h.top 13.52 9.00 6.0 13.52 /12 ft for 9.00 48.00 ftptt ft from 0.00 to 0.00 h.bot h.eff C.eavg C,q 9.00 0.00 4.52 4:50 1.0600 1.0600 0.7 0.5 0.143 * (RoofDL*17+1*4.5*15) -•- Seismic Distribution T6 d to ridge: w.trib: Uflnrininu Roof: Wall: Seismic 1 9.50 14.50 Story condition 0.00 0.00 0.00 0.00 0.00 0.00 R wx 391 391 pitch: h,avg = VW«M"B^HW h,top 13.75 9.00 Roof: • VVIHUWVIM 0UIIVWV — — - h.bot h.eff C,e avg 9.00 4.75 0.00 4.50 1.0600 1.0600 C,q 0.3 0.8 h.top 13.75 9.00 hx 9.00 6.0 13.75 wx*hx 3515 3515 M2 ft for factor 0.143 9.00 14.50 ftptt ft 139 56 * from 0.00 Plf Plf to 0.00 1 Aowarri Surface ——„—••«•»" I*WWV1 VI will lOvv h.bot h.eff C,e avg 9.00 0.00 4.75 4.50 1.0600 1.0600 C,q 0.7 0.5 0.143 * (RoofOL*20+1*4.5'15>1*4.5*10) Seismic Distribution T7 d to ridge: w.trib: tttfE_ JWind Roof: Wall: Seismic 1 3.00 6.00 Story condition 0.00 0.00 0.00 0.00 0.00 0.00 R wx 493 493 pitch: h,avg = h.top 0.00 0.00 Root h.bot h,eff C,eavg 9.00 -9.00 0.00 0.00 1.0600 1.0600 C,q 0.3 0.8 Mop 0.00 9.00 hx 9.00 6.0 10.50 wx*hx 4433 4433 712 ft for factor 0.143 8.00 6.00 ftptt ft 142 70 from 0.00 ptf plf to 0.00 Laeward Surface — •• -'•^ ^•WWfllPv' ^f**n m9rw h,bof h,eff C,eavg 9.00 0,00 0.143 * (RoofDL*12.33*2*4.5*10) Seismic Distribution R wx 324 324 hx 9.00 -9.00 4.50 wx*hx 2918 2918 1.0600 1.0600 factor 0.143 C.q 0.7 0.5 -90 46 plf — > plf