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Home My WebLink About1950 CALLE BARCELONA; ; CB031631; Permitcp' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 08-1 1-2003 PatiolDeck Permit Permit No: CB031631 Job Address: Permit Type: PATIO Status: ISSUED Parcel No: 2550121 500 Lot #: 0 Applied: 06/12/2003 Valuation: $1,275.00 Construction Type: NEW Entered By: SB Reference #: Plan Approved: 0811 112003 Issued: 08/11/2003 Project Title: IACOSTA GLEN 100 SF GAZEBO Inspect Area: Plan Check#: 1950 CALLE BARCELONA CBAD Applicant: Owner: CONTINUING LIFE COMMUNITIES CHC L L C CONTINUING LIFE COMMUNITIES CHC L L C C/O RICHARD ASCHENBRENNER 800 MORNINGSIDE DR FULLERTON CA 92835 C/O RICHARD ASCHENBRENNER 800 MORNINGSIDE DR FULLERTON CA 92835 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 $26.37 $0.00 $17.14 $0.00 $1 .oo $0.00 $0.00 $0.00 $0.00 $44.51 Total Fees: $44.51 Total Payments To Date: $1 7.14 Balance Due: $27.37 protest and any other required information with the City Manag ly follow that procedure will bar any subsequent legal action to You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exac%ons DOES NOT APPLY to water and sewer connection fees and capacity nning, zoning, grading or other similar application processing or setvice fees in mnection with this project. NOR DOES If APPLY to any PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 APPLICANT'S SIGNATURE DATE b FOR OFFICE USE ONLY PLAN CHECK N0@3/63/ \7/iLl--L Plan Ck. Deposit Validated B Date ;- Phase No. Total # of units Legal Description Lot No. Subdivision NamelNumber Unit No. Assessor's Parcel # Existing Use Proposed Use ) Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged City iz City Business License # Name Address State License # License Class Designer Name Address City State/Zip Telephone State License # ers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance e work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for whic,h thislpermit is Expiration Date 11 10 fissued. My worker's compensation insurance carrier and policy number are: Insurance Company POrJ W\L JmlU5: Policy No. 1 b ob?q 7 D 3 EsGil Gorporation In !Partnership with ~oycrnmnt for Builiiing Sufety DATE: 8/6/03 J U RIS D I CT IO N : Carlsbad PLAN CHECK NO.: 03-1631 0 FILE SET: I1 PROJECT ADDRESS: 1950 Calle Barcelona PROJECT NAME: La Costa Health Center Gazebo 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant's copy of the check list has been sent to: contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Fax #: Date contacted: (by: ) / ed must be made to the city set Mail Telephone Fax In Person REMARKS: The item clouded in red of plans to make a 2"d set of approved plans. All else OK. By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA c] MB 0 EJ 0 PC mail in tmsmtl.dot EsGil Comoration m In Partnership with Government for 2hdding safety DATE: 6/23/03 JURIS D I CTI 0 N : Carlsbad PLAN CHECK NO.: 03-1631 SET: I PROJECT ADDRESS: 1950 Calle Barcelona PROJECT NAME: La Costa Health Center Gazebo 0 PLAN REVIEWER 0 FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 0 0 CI The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 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: Each sheet of the the engineer assuming By: Chuck Mendenhall Enclosures: plans must be signed and sealed by Esgil Corporation GA MB 0 EJ PC 6/16/03 trnsrntl.do1 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE JURIS D lCTl ON: Carlsbad PLAN CHECK NO.: 03-1631 PREPARED BY: Chuck Mendenhall DATE: 6/23/03 BUILDING ADDRESS: 1950 Calle Barcelona BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN Bldg. Permit Fee by Ordinance Plan Check Fee bv Ordinance I I Type of Review: Complete Review 0 Structural Only u Repetitive Fee Repeats Other Hourly I I Hour * Esgil Plan Review Fee 0 I $45.791 I $29.761 I $25.641 Comments: Sheet 1 of 1 L PLANNINWENGINEERINC APPROVALS PERMIT NUMBER CB 03 I DATE -RESIDENTIAL RESIDENTIAL ADDITION MINOR (< $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING ENGINEER DATE DOcVMisfOrmslPlanning Engineering Approvals .. c .. .. - .. .. PROTECH STRUCTURAL ENGINEERS, INC. 2601 AIRPORT DR., SUITE 250 TORRANCE, CA 90505 (31 0) 325-3425 July 23,2003 JOB # 3602 STRUCTURAL CALCULATION IO ft OCTAGONAL GAZEBO LA COSTA GLEN HEALTH CENTER 1950 CALLE BARCELONA CARLSBAD, CA 92009 TABLE OF CONTENT: APPROVED BY: AUG 11 2003 SHEET 01-04 FRAMING DESIGN SHEET 05-06 LATERAL ANALYSIS RESPONSIBILITY City of CARLSBAP BUILDING DEPT. IN MAKING USE OF THESE DOCUMENTS INCLUDING DRAWINGS, CONTRACTOR / OWNER AGREE TO HOLD PROTECH STRUCTURAL ENGINEERS HARMLESS FROM ALL COSTS OF LITIGATION THAT MAY ARISE OUT OF ALLEGED DAMAGES OR INJURIES ASSOCIATED WITH THE WORK DEFINED BY THESE DOCUMENTS AND DRAWINGS, INCLUDING ATTORNEY'S FEES AND JUDGMENTS, UNLESS IT IS PROVEN THAT SAID INJURIES OR DAMAGES RESULTED FROM ERRORS IN OR OMISSIONS FROM THE DOCUMENTS. BY: BEHZAD NEJAD, P.E.,S.E. PROTECH STRUCTURAL ENGINEERS, INC. / Project: LA '~0s~ &-fen 16 Date: &Do3 File No. 36 0 2 Address: &zebb Revision: Pacle: 1 10; ocTAaNAL) Gazebo __ +- Re. Date: - hiads: Rev. Da: In1Iials: Rev. Dare. hiads: Rev. Duc: [nldaiir Rev. Diu: !niri& Rev. Due: Lainid& Rrr. 3u: InlClak RN. Due: hnlualr: Rev. Dare: Lllrljls: M p-r s V' =a _. .4 "kcl I /' I I 5 I I I i I w - a' . PROTECH STRUCTURAL E Project: !q':< G 3 36-QG IEERS. INC. Date: File No. Page: 3 k Address: Revision: 13 2 h5 7 z Protech Structural Engineers Inc. 2601 Airport Drive, Suite 250 Torrance, CA 90505 Phone: (310) 3253425 Title : Dsgnr: Description : Scope : Job# 3Gb '22 Date: 1:55PM. 14 JUN 02 4 Description gazebo's hip _. - - __ - - . . - - __ _ - -- - . -. - __ 1 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements1 _.__ - Section Name 4x4 - -~ Center Span 7 OOft W??@LZ'Of-- 0.00 fl Beam Width 3.500 in Left Cantiever fl . . . . .Lu 0.00 fl Beam Depth 3.500 in Right Cantilever ft ..... Lu 0.00 fl Member Type Sawn Western Cedars, No.1 Bm Wt. Added to Loads Fb Base Allow 725.0 psi Load Dur. Factor 1.250 Fv Allow 75.0 psi Beam End Fixity Pin-Pin Fc Allow 425.0 psi Wood Density 50.000 pcf E 1,000.0 ksi #I DL @ Lefl #lfl LLQ Lefl #/ft Start LOC 0.000 ft DL Q Right 50.00 #lft LL @ Raht 80.00 #/ft End LOC 7.000 fl -- idth = 3.500in x Depth = 3.5in, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max Q Left Support Max Q Right Support Max. M allow 0.536 : 1 0.4 k-fl 0.8 k-fl Allowable Maximum Shear * 1.5 0.43 k-ft at 4.004 R Shear: Q Left -0.00 k-fl at 7.000 ft Q Right 0.00 k-fl Camber: Q Lefl 0.00 k-fl Q Center 0.81 Q Right Reactions ... Beam Design OK 0.5 k 1.1 k 0.17 k 0.32 k 0.000 in 0.190 in 0.000 in 728.97 psi fv 38.97 psi Lefl DL 0.07 k Max 0.17 k 1,359.38 psi FV 93.75 psi Right DL 0.13 k Max 0.32 k 1 Fb Dead Load Total Load Center Span ... Dead Load Total Load Left Cantilever ... 0.000 in Deflection -0.127 in -0.300 in Deflection 0.000 in ... Location 3.612 ft 3.640 ft . . . LengthlDefl 0.0 0.0 ... LengthlDefl 663.8 280.34 Right Cantilever ... 0.000 in 0.0 Deflection 0.000 in i - . . . LengthlDefl 0.0 . ~~. .. .. .. ~ ~ .... ~ . .. ~~ IlStresS Calcs Bending Analysis Ck 26.940 Le 0.000 ft SXX 7.146 in3 Area 12.250 in2 Cf 1.500 Rb 0.000 CI 1.454 Q Center 0.43 k-ft 3.83 in3 Q Left Support 0.00 k-ft 0.00 in3 Q Right Support 0.00 k-ft 0.00 in3 Shear Analysis QLeflSupport Q Right Support Design Shear 0.25 k Area Required 2.665 in2 5.092 in2 Fv: Allowable 93.75 psi Max Moment Sm Rea'd Bearing Length Req'd Bearing Length Req'd ~ . . .~ ~- __ . .. . ~ . ... ~ . __ . .. ~~ ~ M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 fl 0.00 k-fl 0.17 k 0.0000 in Q Right Cant. Location = 0.00 fl 0.00 k-R 0.00 k 0.0000 in Q Left Cant. Location = 0.00 fl 0.00 k-fl 0.00 k 0.0000 in PROTECH - PROTECH STRUCTURAL ENGINEERS, INC. Project: Q ' G~~ZB~O Date: 6/-3 FileNo. 3 6 p's Address: Revision: Page: 6 ’ io’ OCTAGON GAZEBO ROOF PLAN, TOP VIEW 4 1 145” I 1 x3 2x6 \ +. . 12” x 12” x 12” ’ FOOTING’ 132 E. 163rdSt. Gardens CA90248 3 10157.3-3778 Fax3 lOB24-8639 td3 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Specifications Refer to specifications for standards of materials and workmanship. All materials and construction shall conform to governing codes and ordinances. All wood shall be smooth (4) sides (S4S) unless otherwise noted. All nails shall be galvanized iron. Refer to uniform building code for nailing schedules. All straps, brackets, hangers, etc. shall be galvanized steel or painted with minimum 2 coats of zinc oxide primer. All bolts shall be cadmium plated, galvanized or primed. All construction shall be plumb and true. All lumber shall be set crown side up. All wood shall be Douglas Fir select grade 1, is treated with JASCO Copper Clear Wood Preservative unless otherwise noted. I I a 3