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Home My WebLink About2535 ABEDUL ST; ; CB003373; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 1 1 /22/2000 Residential Permit Permit No:CB003373 Job Address: 2535 ABEDUL ST CBAD Permit Type: RESDNTL Parcel No: 2152601900 Valuation: $303,556.00 Construction Type: VN Occupancy Group: 6 # Dwelling Units: 1 Bedrooms: 4 Project Title: SANCHEZ RESIDENCE SFD 3466 SF,GAR 682 SF, DK 248 SF Sub Type: SFD Status: PENDING Lot #: 85 Applied: 09/13/2000 Entered By: JM Reference #: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: Structure Type: SFD Bathrooms: 3 Applicant: Owner: SANCHEZ JORGE ELDER DEVELOPMENT L L C M210 CORONADO CA 921 18 1522 1 ST STREET 1343 MORNING VIEW DR #432 61 9-437-871 1 ESCONDIDO CA 92026 Total Fees: $1 1,278.96 Total Payments To Date: $867.80 Balance Due: $10,411.16 Add'l Building Permit Fee Building Permit Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee LFM Fee Park Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Add'l Pot. Water Con. Fee Meter Size Recl. Water Con. Fee $1,335.08 $0.00 $867.80 $0.00 $0.00 $30.36 $0.00 $310.00 $0.00 $530.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,400.00 $0.00 $0.00 D5l8 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax Traffic Impact Fee License Tax (CFD Fund) Traffic Impact (CFD Fund) Sidewalk Fee LFMZ Transportation Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage Fee: Sewer Fee: TOTAL PERMIT FEES $0.00 $1,871 .OO $80.00 $0.00 $0.00 $0.00 $0.00 $0.00 $432.00 $488.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,925.00 $0.00 $9.72 $1 1,278.96 $0.00 / /I i / FINAL APPROVAL I Innpectorys Date: /# Clearance: la .X& I - NOTICE: Please take XOTICE alapWwal of your project includes Uie'im$on'offees, dedications. reservatioos. or olher exadons hereafter wiledveiy referred to as "feeslexactans.' ou have 90 days from the dale this perm# was issued to prolast imposition of these feeslexactwns. If you protest them, you must follow the pmtesl procedures se1,folth in Government Code Won 66020(a), and Rle the protest and any other required information with the City Manager for pmsing in accordance wlh Carlsbad Municipal Code Section 3.32.030. Failure to timely foilow that pmcedure will bar any subsequent legal adion to attack, review. set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED mal your right to protest the specified feeslexactbns DOES NOT APPLY to water and sewer wnnection fees and capadiy changes, nwplanning, zoning. grading orolhersimilarappliwtwn pmssing Or Service fees in mnndon with this pmject NOR DOES IT APPLY lo any feeslexactions of which you have previouslv been given a NOTICE similar lo this. or as to which the statute of limilations has previouslv otherwise expired f ~~ ~~ ~~ J 94 City of Carlsbad 11/27/2000 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Residential Permit Permit No:CB003373 -. Job Address: Permit Type: 2535 ABEDUL ST CBAD RESDNTL Sub Type: SFD Parcel No: 2152601900 Valuation: $303,556.00 Construction Type: VN Lot#: 85 # Dwelling Units: 1 Occupancy Group: 6 Reference #: Bedrooms: 4 Bathrooms: 3 Project Title: SANCHEZ RESIDENCE SFD 3466 SF,GAR 682 SF, DK 248 SF Structure Type: SFD Applied: 09/13/2000 Status: ISSUED Plan Approved: 11/27/2000 Issued: 11/27/2000 Entered By: JM Inspect Area: Plan Check#: Orig PC#: Applicant: SANCHEZ JORGE M210 CORONADO CA 921 18 1522 1 ST STREET 619-437-871 1 Owner: ELDER DEVELOPMENT L L C 1343 MORNING VIEW DR #432 ESCONDIDO CA 92026 5193 L1/27/00 WOO2 01 02 Total Fees: $22,195.42 Total Payments To Date: $867.80 Balance Due: $2- 21327.&2 Add’l Building Permit Fee Building Permit Plan Check Add‘l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee LFM Fee Park Fee Other Bridge Fee Bridge Fee BTD #2 Fee BTD #3 Fee Add‘l Renewal Fee Renewal Fee Other Building Fee Pot. Water Con. Fee Add‘l Pot. Water Con. Fee Meter Size Recl. Water Con. Fee $1,335.08 $0.00 $867.80 $0.00 $0.00 $30.36 $0.00 $310.00 $0.00 $530.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,400.00 $0.00 $0.00 D5/8 Meter Size Add’l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax Traffic Impact Fee License Tax (CFD Fund) Traffic Impact (CFD Fund) LFMZ Transportation Fee Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Master Drainage Fee: Housing InLieu Fee Sewer Fee: TOTAL PERMIT FEES $80.00 $0.00 $1,871 .OO $0.00 $5,524.72 $5,099.74 $0.00 $0.00 $432.00 $488.00 $0.00 $0.00 $182.00 $60.00 $50.00 $2,925.00 $0.00 $9.72 $22,195.42 $0.00 FINAL APPROVAL Inspector: Date: Clearance: ~ ~ NOTICE Piease take NOTICE that approval of your project includes the‘Imposi8on’offees, dedications, reservations. or other exactions hereafter miledvely referred to as ‘feeslexactions.” You have 90 days from the date this permn was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set folth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in awrdance wlh 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 NOTiFlED that your mht to protest the specified feeslexations DOES NOT APPLY to water and sewer connection fees and CapactiY changes, nor planning, zoning, grading arothersimilarapplicatan pmzsskg orservice fees in connection with this pmiea NOR DOES IT APPLY toany feeslexactions of which you have previously been qiven a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. ~~ FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 2535 I ham 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. 0 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 ITHIS SECTION NEE0 NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IdlOOl OR LESS1 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 my 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 crimlnal penalties and civll fines up to one hundred thousand dollam 1$100.0001, in addition to the cost of compensation. damages as provided for in Section 3106 of the Labor code. lntemt and attorney's fees. SIGNATURE ,i,-~~o~i~~"[~a~:DEC~~~o"' . , ,' DATE ,. , , , .,. ,. , . , , .. . . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole COmPenSation, will do the work and the structure is not intended or offered for sale ISec. 7044. Business and Professions Code: The COntraCtOr'S License Law does not apply to an owner of pr~perty who builds or improves thereon. and who doer such work himself or through his own employees. provided that such improvements are not intended or Offered for sale. If, howsvsr, the building or improvement is I, as owner of the property. am excIusiveIy contracting with licensed Contractors to construct the project ISec. 7044. Business and Professions Cods: The Contractor's License Law does not apply to an owner Of property who builds or improves thereon, and Contracts for such projects with ~ontra~torl~l licensed pursuant to the Contractor's License Lawl. I am exempt under Section Business and Professions Coda for this reason: 2. I (ham I have not1 signed an application for a building permit for the proposed work. 1. I personally plan to provide the major labor and materials for construction Of the proposed property improvement. 0 YES ON0 3. I have contracted With the foilowing person (firm1 to provide the proposed construction linclvde name I address I phone number I contractors license number): . . ..., :,." ', ',. , i ,. . , ,,, ,L,,, ,, ,. .,,,,,I . ,j .,, , . , ,, ,,:.., ,, . , , , .,.,. ,. . . , . .. lthm one year of completion. the owner-builder will have the burden of proving that he did not build or improve for the purpos~ of 181e1. PROPERTY OWNER SIGNATURE 1s 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 Prssley-Tanner Hazardous Substance Account Act? YES 0 NO 15 the applicant or future building OECUpant required to obtain a permit from the air pOllUtion control district or air quality mansgsment district? 0 YES 0 NO 1s the facility to be constructed within 1,000 feet Of the Outer boundary of a school site? YES NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUE0 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AN0 THE AIR POLLUTION CONTROL DISTRICT. 8: .'. CONsTFfUCTiUN LENDiNG AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097lil Civil Codel. , ,i ,, . , , v < i Cenify that I have read the application and state that the above information is Collect and that the information on the plans is BCCUrate. I agree to comply with all City ordinances and State laws relatin to buildin construction. i hereby authorize IePlesBntatiYes of the City Of Carlsbad to enter upon the above mentioned JUDGMENTS, COSTS AND EXPENSES property for inspection purposes. I AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, OSHA An OSHA permit is required fo EXPIRATION Every permit issued uilding Official under the p is Code shall expire by limitation and become null and void if the building or work I construction Of StrUCtUres over 3 Stories in height. authorized by such permit is at any time after the work is mil or if the building or work authorized by such permit is suspended or abandoned nifarm Building Code). APPLICANT'S SiGNATURE DATE oFI& \&lo AlNST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, : Applicant PINK: Fins Inspection List ~ ~ ~~ ~ ~ ~~ ~~ ~ ~ Permit#: CEO03373 Type: RESDNTL SFD SANCHEZ RESIDENCE 3466 SF,GAR 682 SF, DK 248 SFKEMP P Date inspection item Inspector Act Comments 09/25/2001 89 09/25/2001 89 09/21/2001 89 09/19/2001 89 09/07/2001 89 08/03/2001 19 03/15/2001 18 03/15/2001 23 03/14/2001 17 03/14/2001 18 03/02/2001 14 03/02/2001 16 02/26/2001 14 02/26/2001 24 02/26/2001 34 02/26/2001 44 02/20/2001 84 02/09/2001 24 02/07/2001 13 02/07/2001 14 02/07/2001 31 02/07/2001 34 01/29/2001 15 01/09/2001 39 01/05/2001 32 12/1 5/2000 1 1 12/14/2000 1 1 12/11/2000 21 Final Combo Final Combo Final Combo Final Combo Final Combo Final Structural Exterior LathlDrywall GaslTesVRepairs Interior LathlDlywaii Exterior LathlDrywall Frame/SteeVBoltingANeldin Insulation FramelSteeVBoltingNVeldin Roughmopout Rough Electric RoughlDuctdDampers Rough Combo Roughmopout Shear PanelslHDs Frarne/SteeVBoltingNVeldin Underground/Conduit-Wirin Rough Electric Roof/Reroof Final Electrical Const. SeNice/Agricultural FtglFoundationlPiers FtglFoundationlPiers UndergroundlUnder Floor PY AP PY AP PY co PY co PY GO PY co PY AP PY AP PY AP PY GO PY AP PY AP PY PA PY AP PY AP PY AP PY NR PY NR PY AP PY WC PY wc PY wc PY AP PY PA PY NR PY AP PY PA PY AP NEED ALL DEPTS PRIOR TO GAS METER RELEASE CMWD? ENG? NEED ALL DEPTS. PRIOR TO GAS METER RELEASE SEE NOTICE AlTACHED- FUSE DOES NOTMATCHACBREAKER SEE LIST P.L. CLEAN OUT NO ONE HOME SEE NOTICE AlTACHED INCOMPLETE OK TO INSULATE NEED LATH EMR NEED SOILS REPORT Friday, January 18,2002 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 09/21/2001 Permit# CB003373 Inspector Assignment: PY Title: SANCHEZ RESIDENCE Description: 3466 SF,GAR 682 SF, DK 248 SF/TEMP POWER Type: RESDNTL Sub Type: SFD Job Address: 2535 ABEDUL ST Suite: Lot 85 Location: APPLICANT SANCHEZ JORGE Owner: Remarks: PHONE CUT OUT Phone: 0000000000 Inspector: Total Time: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 19 Flnal Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical z ALLdd##u " lnsDedionv Date Desuiption Act lnsp Comments 09/19/2001 08/03/2001 09/07/2001 03/15/2001 03/15/2001 03/14/2001 03/14/2001 03/02/2001 03/02/2001 02/26/2001 02/26/2001 02/26/2001 02/26/2001 02/20/2001 02/09/2001 02/07/2001 89 Final Combo 89 Final Combo I9 Final Structural 23 GaslTesVRepairs 18 Exterior LaMDrywall I8 Exterior LaWDrywall 17 Interior Lath/Diy.mIl 14 Frame/Steel/Boltinglding 16 Insulation 24 Rouph~oopout 14 Frame/Steel/Boltinglding 34 Rough Electtic 44 Rough/Ducts/Dampen 84 Rough Combo 24 Roug~opout 13 Shear PanelslHD's CO PY SEE LIST CO PY P.L. CLEAN OUT NO ONE HOME CO PY SEE NOTICE ATTACHED AP PY AP PY AP PY CO PY INCOMPLETE AP PY AP PY AP PY PA PY OKTO INSULATE AP PY AP PY NR PY NEEDLATH NR PY AP PY CITY OF CARLSBAD NOTICE- (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? n YES PHONE CODE ENFORCEMENT OFFICER @ 1 'UNSCHEDULED BUILDING INSPECTION DESCRIPTION CODE . DESCRIPTION ACT COMMENTS City of Carlsbad Bldg Inspection Request For: 08/03/2001 Permit# CB003373 Title: SANCHEZ RESIDENCE Inspector Assignment: PY Description: 3466 SF,GAR 682 SF, DK 248 SF/TEMP POWER Type: RESDNTL Sub Type: SFD Job Address: 2535 ABEDUL ST Suite: Lot Location: APPLICANT SANCHEZ JORGE Owner: Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical 85 Phone: 6195209620 Inspector: Requested By: NA Entered By: BARBARA Act Comments I. Associated PCRs I Date Description Act lnsp Comments InsDection History 03/15/2001 03/15/2001 03/14/2001 03/14/2001 03/02/2001 03/02/2001 02/26/2001 02/26/2001 02/26/2001 02/26/2001 02/20/2001 02/09/2001 02/07/2001 02/07/2001 02/07/2001 02/07/2001 18 Exterior LaWDtywall 23 GaflestlRepairs 17 Interior Lath/Drywall 18 Exterior LaVI/Drywail 14 Frame/Steel/BoltingNlding 16 Insulation 14 Frame/Steel/BoltingNlding 24 RoughlTopout 34 Rough Electric 44 Rough/Ducts/Dampers 84 Rough Combo 24 RoughlTopout 13Shear Panels/HD's 31 Underground/Conduit-Wiring 14 FramelSteelBoltingMIelding 34 Rough Electric AP PY AP PY AP PY AP PY CO PY INCOMPLETE AP PY PA PY OKTO INSULATE AP PY AP PY AP PY NR PY NEEDLATH AP PY NR PY wc PY wc PY wc PY CITY OF CARLSBAD NOTICE' (760) 602-2700 BUILDING DEP$RTMENT 1635 FARADAY AVENUE J ' City of Carlsbad Bldg Inspection Request For: 02/26/2001 Permit# CB003373 Title: SANCHEZ RESIDENCE Inspector Assignment: PY Description: 3466 SF,GAR 682 SF, DK 248 SFiTEMP POWER Type: RESDNTL Sub Type: SFD Job Address: 2535 ABEDUL ST Suite: Lot 85 Location: APPLICANT SANCHEZ JORGE I Owner: Remarks: Phone: 6195202987 Inspector: Total Time: Requested By: JORGE Entered By: CHRISTINE CD Description Act Comments - 14 FramelSteellBoltingMlding & o)c7&- Dc\& 24 RoughiTopout 2 34 Rough Electric PKP 44 RoughlDuctslDampers ;& Associated PCKs - InsDection History Date Description Act lnsp Comments I 02/20/2001 02/09/2001 02/07/2001 02/07/2001 02/07/2001 02/07/2001 01/29/2001 01/09/2001 01/05/2001 12/15/2000 12/14/2000 12/11/2000 84 Rough Combo 24 RoughiTopout 13 Shear PanelsIHD's 31 UndergroundIConduit-Wring 14 FramelSteellBoltingNlding 34 Rough Electric 15 RooflReroof 39 Final Electrical 32 Const. Service/Agricultural 11 FtgIFoundationlPiers 11 FtgIFoundationlPiers 21 Undergroundlunder Floor NR PY NEEDLATH AP PY NR PY wc PY wc PY wc PY AP PY PA PY EMR NR PY AP PY PA PY NEED SOILS REPORT AP PY CITY OF CARLSBAD NOTICE BUILDING DEPARTMENT 1635 FARADAY AVENUE, (760) 602-2700 DATE 2/&/& TIME LOCATION a535 &a%L ST PERMITNO. 00- 3 373 FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? n YES' ' PHONE 1 CODE ENFORCEMENT OFFICER @ 2535 A. &DUL ALLIED EARTH TECHNOLOGY P.0.30X 1932 EL CAJON, CA 92022-1932 Tel:( 6 19)447-4747 m ). T - b %&h0,=Y PermkType: RESDNTL. SubTyp: SFD 4) -& J90, 3466 SF,GAR 682 SF, DK 248 SF/TEMP POWER b*xb( Address: 2535 ABEDUL ST 6kiipGp-4 Contact Person: NA Phone: 6195209620 9 Sewer Dirt LC Water Dl& CA ................................................................................................................................. Inspected Date By: Inspected: Approved: - Inspected Date By: Inspected: Approved: - Disapproved: __ By: Inspected: ,Approved: __ Disapproved: - Inspected Date ........................................................................................................................................................... Dept: Bullding Plan Check Y: Dab: 08/03/2001 Pemn Y: CBO03373 pmn~ypa: RESDNTL Project Name: SANCHEZ RESIDENCE SubType: SFD Addrau: 2535 ABEDUL ST Lot 85 Contact Pmon: NA Phone: 6195209620 Sew Dht: LC Water Dkt: CA .. Plannlng CMWD St Llte Flre 3466 SF,GAR 682 SF, DK 248 SF/TEMP POWER Date Inspected: 8- 9, Approved: __ Disapproved: - Inspected Date By: Inspected: Approved: __ Disapproved: - By: Inspected: Approved: - Disapproved: - Inspected Date Comments: ho~ - Corporation In Partnership with Government for Building Safety DATE: 11/09/00 JURISDICTION: Carlsbad PLAN CHECK NO.: cb00-3373 SET: 111 0 APPLICANT 0 FILE PROJECT ADDRESS: 2535 Abedul St. PROJECT NAME: Sanchez SFD 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 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. :I ' ' The applicant's copy of the check list has been sent to: ,i ' 1 N 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: 1 Fax #: Mail Telephone Fax In Person REMARKS: Project engineer of record to stamp and sign sheet 9. By: Kal Tumalieh Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC Log bnsmtl.dot .i 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 EsGll - Corporation In Partnership with Government for Building Safety DATE: 11/01/00 JURISDICTION: Carlsbad PLAN CHECK NO.: cb00-3373 SET I1 FILE PROJECT ADDRESS: 2535 Abedul St. PROJECT NAME: Sanchez SFD 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 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. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IXI The applicant's copy of the check list has been sent to: Jorge Sanchez 1522 1 st. Street # M210, Coronado, CA 921 18 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: Jorge Sanchez Telephone #: (619) 437-871 1 Date contacted: 1 I-%& (by:&) Fax #: (61 9) 437-871 6 Mail e Telephone Fax 4 In Person REMARKS: By: Kal Tumalieh Esgil Corporation 0 GA 0 MB 0 EJ 0 PC Enclosures: 10126/00 tmsmtl.dot Carlsbad cb00-3373 11 IO1 IO0 NOTE: The item numbers listed below refer to the numbers from the previous list. These items have not been adequately addressed. The notes in bold at the end of each item are to emphasize the remaining problem. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculationsheports 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. b) Bring one corrected set of plans and calculationslreports 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 by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1 6. 14. 15. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Project engineer of record to stamp and sign all structural drawings. Decks exposed to the weather and sealed underneath shall be sloped a minimum of inch per foot for drainage. Section 1402.3. The requested information was not submitted. STRUCTURAL Revise foundation details shown on sheet 6. Revise the depth of foundation per soil report recommendations on page 5. Revise the width of foundation per soil report. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Roof truss drawing are not submitted. Please re-stamp roof truss file no. TRU43-4-40. Roof truss engineer licensee is expired. Carlsbad cb00-3373 22. It appears that you are using conventional light frame construction (UBC Section 11/01/00 2320.1 1.3 and Table 23-IV-C-1) on the second floor. But the proposed building does not satisfy the following requirement: a) Braced wall panels shall start at not more than 8' from each end of a braced wall line. At south wall of master bedroom, south wall of bedroom #3, east and west corners north wall at master bath & open area and the east corner at open area. I. Provide braced panel at open area. 2. Increase the width of braced panel to a minimum of 4 feet at rear wall of master bedroom and front of open area. Alternative bracing method can not be used on the second floor per UBC 2320.1 1.4. 3. Provide braced panel right side of living room ( between living and entry ) 23 In seismic Zone 4, aspect ratios are limited to 2:l for wood shear panels. Table 23-II-G. Check height to width ratio for all shear walls. For example for first floor shear segments at rear wall and at front of garage. Please provide detail at front of garage. 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. 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. 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 Kal Tumalieh at Esgil Corporation. Thank you E" - Corporation In Partnership with Government for Building DATE: 09/28/00 @L wrr ?b&( &w JURISDICTION: Carlsbad on P&""S & PLAN CHECK NO.: cb00-3373 0 FILE SET I PROJECT ADDRESS: 2wAbed PROJECT NAME: Sanchez SFD 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with th 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. (XI The check list transmitted herewith is for your information. The plans are being held at Esgil The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant Corporation until corrected plans are submitted for recheck. contact person. The applicant's copy of the check list has been sent to: Jorge Sanchez 1522 1st. Street # M210, Coronado, CA 92118 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: Jorge Sanchez Telephone #: (619) 437-871 1 Date contacted:%?4-ap (by: Fax #: (&M)~sw- g7/6 Mail Telephoned Fax - In Person REMARKS: By: Kal Tumalieh Enclosures: 0 GA 0 MB 0 EJ 0 PC 0911 8/00 Esgil Corporation trnsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fm (858) 560-1576 EX3l'Corporation _. In Partnership with Government for Building Safety DATE: 09/28] 00 JURISDICTION: Carlsbad PLAN CHECK NO.: cbW-3373 SSIf PROJECT ADDRESS: 2-bedul St. PROJECT NAME: Sanchez SFD SET I 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 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 and should be corrected and resubmitted for a complete recheck. IXI The check list transmitted herewith is for your information. The plans are being held at Esgil 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 contact person. The applicant's copy of the check list has been sent to: Jorge Sanchez 1522 1st. Street # M210, Coronado, CA 921 18 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. IXI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jorge Sanchez Telephone #: (619) 437-871 1 Date contacted:%aa (by: Fax #: (&9)437- 8716 Mail Telephoned Fax Y In Person 0 REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC 0911 8/00 bnsrnU.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (SSS) 560-1576 Carlsbad cbW-3373 og~as~oo PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES ROJECT ADDRESS: 2529Abedul St. LOOR AREA: Dwelling (3466) STORIES: Two wage (682), Covered Patio (248) HEIGHT: 27 Ft. (App. per UBC) ATE PLANS RECEIVED BY DATE PLANS RECEIVED BY URISDICTION: ESGIL CORPORATION: 09/18/00 ATE INITIAL PLAN REVIEW PLAN REVIEWER: Kal Tumalieh 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To s D eed UD the recheck Drocess. Dlease note on this list lor a CODV) where each correction item has been addressed. i.e.. Dlan sheet number. sDecification section, etc. Be sure to enclose the marked UD list when you submit the revised Dlans. Carlsbad cb00-3373 os/as/oo Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercialhndustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculationsheports directly to the Ci 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. b) Bring one corrected set of plans and calculationsheports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports 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 by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1 All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3 Show on plans the required building setback from tophoe of the slope per UBC (Section1806.5) and Figure 18-1-1. Where aodicable. Please specify height of slope on plans. 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. a REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 5 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 6 Decks exposed to the weather and sealed underneath shall be sloped a minimum of X inch per foot for drainage. Section 1402.3. Carlsbad cbW-3373 09/28/00 7 Garage requires one-hour fire protection on the garage ceiling common to the dwelling. Table 3-8, Section 302.4.a) Provide 2 layers of 1/2" of type "X" Gyp. Boards for TJI floor joists, per ICBO approval (NER 200) for TJI. Revise note on sheet 2. 8 9 10 11 12 13 14 All elements supporting floor above garage, including walls/beams/columns supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 302.2. ELECTRICAL (NATIONAL ELECTRICAL CODE) Omit all the reference to 93 electrical code on sheet I I. Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garage, & kitchen counters. PLUMBING (UNIFORM PLUMBING CODE) In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 113 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5 STRUCTURAL The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, e The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: e The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8 (and a maximum of 12"). Revise the anchor bolts size shown on foundation Dlan. Revise foundation details shown on sheet 6. Revise the depth of foundation per soil report recommendations on page 5. Carlsbad cbW-3373 0912a100 15 16 17 18 19 20 21 22 -. ~ ~ Revise the isolated pad foundation at front of deck. The minimum foundation depth is 18 per soil report. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Roof truss drawing are not submitted. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). Per UBC Section 2321.4, provide the following note on the plans if trusses are used: “Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses.” Revise submittal to include a complete truss design and revise note currently found on plans stating that roof truss drawings will be a deferred submittal. Because the city of Carlsbad does not allow deferred submittal of roof truss plans and calculations. Please submit two sets on manufacturer roof truss drawings. Specify all required floor joists (TJI)a on framing plans. Cross-reference all calculations to plans. show beam numbers of floor framing plan. allow me to Correctly check structural calculations. It appears that you are using conventional light frame construction (UBC Section 2320.1 1.3 and Table 23-IV-C-1) on the second floor. But the proposed building does not satisfy the following requirement: a) Braced wall panels shall start at not more than 8 from each end of a braced wall line. At south wall of master bedroom, south wall of bedroom #3, east and west comers north wall at master bath & open area and the east corner at open area, b) In all Seismic Zones, braced wall panels in one story structures (or the top story of a two story building) shall be installed at each end and not more than 25’ on center along the length of the braced wall line. Please revise plans to conform the above reauirement or Drovide lateral desian Der UBC section 1630.2. For examDle interior braced walls. 27 An approved hold down device fastened to the foundation and capable of of each panel end less than 4 feet. For example at bonus room. providing an uplift capacity of not less than 1,800 pounds is provided at 23 24 25 26 27 Carlsbad cbO0-3373 09/28/00 In seismic Zone 4, aspect ratios are limited to 2:l for wood shear panels. Table 23-II-G. Check height to width ratio for all shear walls. For example for first floor shear segments at rear wall and at front of garage. Plywood shear walls shall have 3x framing (stud and blocking) and 0 Plywood applied to both sides and nails at less than 6" o/c. (Footnote # 2). staggered nails per UBC Table 23A-11-1-1 For: For example at front of garage. Lateral design as submitted is incomplete. Please provide lateral design for first floor east -west walls and lateral design for dining area. The following are only sample corrections. Additional corrections mav follow. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3 nominal member. In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity. Table 23-11-1-1, footnote 3. Detail shear transfer connections floor diaphragms, to shear walls. Section 2315: Where floor joist (TJI) parallel to exterior shear wall. (Show the required nailing to transfer the shear). Where floor joist (TJI) parallel to anterior shear wall. 0 Where floor joist (TJI) perpendicular to interior shear wall. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., plan sheet, note or detail number, calculation page, etc. 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. 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 Kal Tumalieh at Esgil Corporation. Thank you Carlsbad cb00-3373 os/aa/oo SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER OWNER’S NAME: I, as the owner, or agent of the owner (contractors may employ the special inspector), certify that I, or the architecffengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineerlarchitect of record, certify that I have prepared the following special inwection Droaram as reauired by UBC Section 106.3.5 for the construction project located at the site listed ibove. Signed 1. List of work requiring special Inspection: 0 Soils Compliance Prior to Foundation Inspection 0 Field Welding 0 Structural Concrete Over 2500 PSI 0 High Strength Bolting 0 Prestressed Concrete 0 ExpansionlEpoxy Anchors 0 Structural Masonry 0 Sprayed-On Fireproofing 0 Designer Specifled 0 Other 2. Name(@ of indivlduai(s) or flrm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: A. B. C. Carlabad cbW-3373 o9/2s/oo VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: cbW-3373 PREPARED BY: Kal Tumalieh DATE: 09/28/00 BUILDING ADDRESS: 2529Abedul St. BUILDING OCCUPANCY: R-3/ U-1 TYPE OF CONSTRUCTION: VN Air Conditioning Fire Sprinklers TOTAL VALUE Bldg. Permit Fee by Ordinance 1 1,335.08 By Ordinance cb Jurisdiction Code 303,556 0 Hourly I 1 Eagii Plan Review Fee 694.241 Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST DATE: PLANCHECKNO.: CS&693?? BUILDING ADDRESS: - QslCrr f% PROJECT DESCRIPTION: 466 ASSESSORS PARCEL NUMBER: 3 1.q - &O f 4 EST. VALUE: -,.a - - 5 ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been marked wi 0. ake necessary corrections to plans approved. The approval is based on plans, Please see attached report of deficiencies information and/or specifications provided in your or specffi ons for compliance with applicable submittal; therefore any changes to these items after this date, including field modifications, must be codes and standards. Submit corrected plans andlor reviewed by this office to insure continued specifications to this office for review. conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in Q suspension of permit to build. 0 A Right-of-way permit is required prior to construction of the following improvements: I BY: Date: I ATTACHMEMS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: TANIYA WADE City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: BUILDING PLANCHECK CHECKLIST & $3- SITE PLAN & 2p @/ 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A.dNorth ANOW ./Right-of-way Width & Adjacent Streets B.’Existing & Proposed Structures dDriveway widths C/Existing Street Improvements c&roperty Lines - w ~Z(L?U @ Existing or proposed sewer lateral Existing or proposed water service easements- 8“r Ew 43. Existing or proposed irrigation service 0 2. Show on site plan: l.dQl4M &rainage Patterns ’ 5m //&?p;fl’k:L?lov “$/QbJ 1;”‘ 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positive drainage of 2% to swale 5’ away from building.” xisting & Proposed Slopes and Topography ze. type, location, alignment of existing or proposed sewer and water service )that serves the project. Each unit requires a separate service, however, ewer and water laterals should not be located within proposed driveways, per @ second dwelling units and apartment complexes are an exception. standards. 0 3. Include on title sheet: ad- &3c= &A.Qd ovl SQgl&Wln Legal Description &$pa- &m &j=- For commercialfindustrial buildings and tenant improvement projects, include: @ ite address sessor‘s Parcel Number Qkq. $Q d;m,bns total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, ad w;v w%&/- warehouse, office, etc.) previously approved. # 44 bus” Sf@i&kM E&& 4“ :+ is 9s- EXISTING PERMIT NUMBER DESCRIPTION 2 R. TIIYm BUILDING PLANCHECK CHECKLIST 1 ST 0 0 2ND 0 0 do 3m DISCRETIONARY APPROVAL COMPLIANCE 0 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS drain or utility easements on the building site is required for AI new buildings and for remodels with a value at or exceeding $ 150 0 , pursuant to Carlsbad Municipal Code Section 18.40.030. c3ec WA%U4 Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %” x 11” plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications mt be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 0 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of buil ing nstruction whenever the value of the construction exceeds $&d3 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the .on the attached checklist to the Engineering Department through a separate plan appropriate improvement plans and submit them together with the requirements check process. The completed application form and the requirements on the 3 BUILDING PLANCHECK CHECKLIST accepted. Improvement plans must be approved, appropriate securities posted checklist must be submitted in person. Applications by mail or fax are not and fees paid prior to issuance of building permit. Improvement Plans signed by: ,&%X&b’l Date: “l)-&’jd 1b4 - 7 8- 0 0 6b. Construction of the public impMts may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: <a 0 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS 0 0 0 The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Gradinq Permit must be issued and rouqh arading approval obtained prior to issuance of a Buildinu Permit. Grading Inspector sign off by: Date: 0 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) “cm” 4 m. 711.100 BUILDING PLANCHECK CHECKLIST 1" 0 0 % €3- on on no no 00 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: x, f J- a$n4 u.1 ,qAw .+- rrhh" tu&a(s W-PJU - _. U 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. CdRequired fees are attached 0 No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" I" service with 5/8" service. 5 w. ,,,m I 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST If owner/developer proposes a size other than the "standard". then owner/developer must provide potable water demand calculatlons, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to veriw the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2 meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 0 12b. Irrigation Use (where recycled water is not available) All irrigatlon meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled 'W. The irrigation service should look like: t-4"- STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigatlon calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivisionlproject are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water i BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation serviceslmeters to a new recycled water line in the future. 0 0 0 12c. Irrigation Use (where recycled water Is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD. then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 7 ,. . ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. ilding plancheck plan submittal. c Bldg. Permit No. @.&&3?3 Date: y/w@ Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: %% Sq. FtJUnits: 1 EDU's: / Types of Use: Sq. FtJUnits: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sfl Sq. Ft./Units: I ADT's: / Types of Use: Sq. FtJUnits: ADT's: FEES REQUIRED: - WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) a 1. PARK-IN-LIEU FEE PARK AREA & X: FEENNIT: X NO. UNITS / =$ &TRAFFIC IMPACT FEE ADT'slUNITS I ,X FEE/ADT: 4w =$ 9m - 6. BRIDGE AND THOROUGHFARE FEE IDIST. #1 r/ DIST. #2 __ DIST. #3 _. ) ADT'sNNITS: I x FEEIADT: SZO =$ 5'3 b - FACILITIES MANAGEMENT FEE ZONE: 6 UNIT/SQ.Fr.: 1 X FEE/SQ.Fr.NNtT 3/0 =$ 3/c> EDU's: X FEEEDU: =$ LeLALad4 - - JZ 6. SEWER FEE BENEFIT AREA: EDU's: X FEEEDU: -8 kccd,'ci - 8- 6. SEWER LATERAL ($2.500) =$ - d7. DRAINAGE FEES PLDAL: HIGH /LOW - ACRES . a7 X FEEIAC: 36 =$ .. d I&. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION acloc, $0 /$?I - 4 " " 1 of2 WaN)oaUldonrrYrC.*uWnWolMI..L Rev. 7/1uoO ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE ” ” ” TOTAL OF ABOVE FEES*: $ 6 / 20, y& +NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 20f2 Rev. 7l14100 /' PLNNING DEPARTMENT , BUILDING PLAN CHECK REVIEW CHECKLIST t. WsJ< 0. 0 Plan Check No. -7% AddressaFiM Ah&l SS.. qq Planner Paul Godwin Phone 1760) 602-4625 44 e APN: d\5 - i;7lor3 22619 Type of Project & Use: Net Project Density: DWAC Zoning: E- \ General Plan: RLWl Facilities Management Zone: b CFD linh~f~ #-Date of participation: Remaining net dev acres:- - Circle One , bsh. .. ,/' iii (For non-residential development: Type of land used creatyd by this permit: '1 2i!i Leaend: Item Complete 0 Item Incomplete - Needs your action, J $I 0 0 ,\Environmental Review RJiqbired: YES - NO x TYPE . '> DATE OF COMPLETION: --. .., ,. P ,'. c'ornpliance with conditiorkdf approval? If not, state conditions which require action. Conditions of Approval: .. 0 0 Discretionary Action Required: YES-NO .x TYPE APPROVALIRESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approvak , - DATE / 4 ', 1 , . .. ' p.. . .- . ' , ~., " I Coastal Zone AssessmentlCompliance i Project site located in Coastal Zone? YES- NOX I CA.Coastal Commission Autharity? YES If C&iiornia Coastal C6ihfTissior'iiuiRority: Contact them at - 31 11 Carnino Del Rio North, Guite 200, San Diego CA 92108-1,725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES- NO Coastal Permit Determination Log #: . i ~ ' J .. . . . "". 'I , - NO- ,I ,,: :' If N0,:complete Coastal:Perrnii DeterrninatidhForm nod.' I. . . , _I, : -. .I % . . ,., . -t i; '? ,' .I Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum 2) Complete Coastal Permit Determination Log as needed. Floor Plans). 4 H:\ADMIN\COUNTER\BldgPlnchkRevChkM lnclusionary Housing Fee required: YES x NO __ Data Entry C&pbted? YES x NO - (Effectivs date of lnclusionary Housing Ordinance - May 21, 1993.1 IAIPIOs, Activity Maintenance. enter CBX. toolbar. SCWnS. Housing Fees. Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: , -: . 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. . .. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required a$J ' Shown do ' Interior Side: Required Shown 7 . Street Side: Required d Shown Rear: Required 16' ' .. Shown I[ 'W ,. L .. Shown Interior Side: Required ..~ - Street Side: Required Rear: Required. Shown Structure separation: Required Shown .. I 3. Lot Coverage: Required ,c yo% Shown 0 0 4. Height: .I Required - 30 ' . Shown 5. i Parking: Spaces Required 2 Car 4111. Shown 3 Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPinchkRevChklSt STRUCTURAL DESIGN PAUL EXLEY, P.E. 34613 JOB NAME: Bucher JOB ADDRESS: Abedul St. 11 Allowable Stresses: (DOUGLAS FIR-LARCH) Framing (2 'I -4" ) #2 D.F.------Fb= 875, Fv=95, E=1.6X106 #1 D.F.------Fb=lOOO, Fv=95, Ez1.7~106 (6" &>) #1 D.F. ----- Fb=1350, Fv=85, E=1.6~106 SELECT D.F. ----- Fb=1600, FV=85, E=1.6X106 Loads : Exterior Wall ---- 16.0 #/s.f. Interior Part. --- 10.0 #/s.f. Roof Roof D.L. Tile ---------12.0 #/S.f. Shtlg. _______ 2.0 #/s.f. Framing ------ 2.5 #/s.f. Ceil. -------- 2.5 #/s.f. 20.0 #/s.f. L.L. -"""- 16.0 #/s.f. Mist, ________ 1.0 #/s.f. 36.0 #/s.f. Floor D.L. Sht'g. ------ 2.5 #/s.f. Cell. """" 2.5 #/s.f. 11.0 #/s.f. 1.2 #/s.f. Framing ----- 4.8 #/s.f. Mist. ___-__- Floor L.L. ------- 40.0 #/s.f. 51.0 #/s.f. 2.5xCaxNaxI Seismic: Zone 4 V= W Total Total Total 2.5x0.44xl.O 5.5x1.4 - - XW = 0.143W -1.4 (I=1.0, Ca = 0.44, Rw=5.5 Wind: p=CeCqqsI Ce-0.7 (Exp. "B" ), Cp1.3, q~=13, I=l.O p=0.7X1.3x12.6X1.0=11~5~#/s.f. PAUL EXLEY. PE 34613 STRUCTURAL DESIGN Wind: C. = 0.7 C, = 1.3 q. = 12.6 I, = 1.0 Seismic: Z = 0.40 C. = 0.44 Na N, = 1.00 C, = 0.56 NV N, = 1.00 I = 1.00 R = 5.50 h, = 20ft c, = 0.020 T = C,(h,)3’4 no = 2.80 p = 1.00 p= C.C,q,l, 11.5 psf Building V= C”NJ WDL RT(1.4) 2.5C N I R(1.4) 0.11C N I V-= a a WDL v MIN = (1.4) a a WDL = 0.8ZNvI R(1.4) wDL Diaphraclm 0.384 WDL 0.035 WDL = 0.042 WDI t ABEDUL ST. @Wind. Header Date: 9/03/98 BeamChek 2.2 4x 8 DF-L #2 BASE Fb = 875 ADJ Fb = 1422 Conditions '91 NDS Min Bearing Area R1= 2.9 in' R2= 2.9 in' DL Defl 0.06 in Beam Wt per ft 6.17 # Reaction 2 1800 # Reaction 2 LL 792 # Beam Weight 37 # Maximum V 1800 # Max Moment 2701 '# Max V (Reduced) 1438 # TL Max Defl L I240 TL Actual Defl L I733 LL Max Defl L I 360 LL Actual Defl L I >IO00 Attributes Section (inP) Shear (in? TL Defl (in) LL Defl && Beam Span 6.0 ft Reaction 1 1800# Reaction 1 LL 792 # Actual OK OK OK OK Status 22.79 18.16 0.30 0.20 Critical 30.66 25.38 0.10 0.04 Ratio 74% 72% 33% 22% Fb (psi) Fv (psi) E (psi x mil) Fcl (psi) - Cd Duration 1.25 1.25 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. UniformTL 594 =A Uniform LL: 264 Uniform Load A I I I 1 R1 = 1800 Rz = 1800 a n SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. ABEDUL ST. 4' Wind. Headel Q@& Condition$ - Data Attributes Actual Critical Status Ratio Adjustments - Loads Date: 9/03/88 BeamChek 2.2 4x 6 DF-L #2 BASE Fb = 875 ADJ Fb = 1422 '91 NDS Min Bearing Area R1= 1.9 in' R2= 1.9 in' DL Defl 0.02 in Beam Span 4.0 fl Reaction 1 1197 # Reaction 1 LL 528 # Beam Wt per fl 4.68 # Reaction 2 1197 # Reaction 2 LL 528 # Beam Weight 19 # Maximum V 1197# Max Moment 1 197 '# Max V (Reduced) 923 # TL Max Defl L I240 TL Actual Defl L I >I 000 LL Max Defl L I360 LL Actual Defl L I >IO00 Section (in') Shear (in? TL Defl (in) LL Defl I 17.65 10.11 19.25 0.04 11.66 0.02 0.20 0.13 OK OK OK OK 57% 61% 22% 15% Fb (psi) Fv (psi) E (psi x mil) Fcl (psi) Base Values 875 95 1.6 625 Base Adjusted 1422 119 1.6 625 CF Sbe Factor 1.300 Cd Duration I .25 1.25 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calCUlatiOns. Uniform TL: 594 =A Uniform LL: 284 Uniform Load A t I I I n n R1 = 1197 R2 = 1197 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal fl. ABEDUL ST. 8' Wind. Header Date: 9/03/98 BeamChek 2.2 Choice I 4x 10 DF-L #2 BASE Fb = 875 ADJ Fb = 1313 Conditions '91 NDS Min Bearing Area R1= 3.9 in' R2= 3.9 in' DL Defl 0.08 in - Data Beam Span 8.0 fi Reaction 1 2407# Reaction 1 LL 1056 # Beam Wt per ft 7.87 # Reaction 2 2407 # Reaction 2 LL 1056 # Beam Weight 63# MaximumV 2407 # TL Max Defl Max Moment L / 240 TL Actual Defl 4815'# MaxV(Reduced) 1944# L/WO LL Max Defl L I360 LL Actual Defl L / >lo00 Attributes Section (in') Shear (in? TL Defl (in) LL Defl Actual I 49.91 32.38 0.15 0.07 Critical 24.55 0.40 0.27 status OK OK OK Ratio 88% 76% 37% 25% I I Fb (psi) Fv (psi) E (psi x mil) Fcl. (psi) [Base Values 875 95 1.6 625 Base Adjusted 1313 119 1.6 625 Cd Duration 1.25 1.25 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Adjustments CF Sue Factor 1.200 - Loads Uniform TL: 594 =A Uniform LL: 264 Uniform Load A I I n n RI = 2407 R2 = 2407 SPAN = 6 FT Uniform and paltial uniform loads are Ibs per lineal R. ABEDUL ST. 6 Wind. Header Date: 9/03/98 BeamChek 2.2 Choice 4x 8 DF-L #2 BASE Fb = 875 ADJ Fb = 1422 Conditions '91 NDS - Data Beam Span 6.0 R Reaction 1 1800 # Reaction 1 LL 792 # Beam Wt per R 6.17 # Reaction 2 1800 # Reaction 2 LL 792 # Beam Weight 37 # Maximum V 1600 # Max Moment 2701 '# Max V (Reduced) 1438 # TL Max Defl L I240 TL Actual Defl L I733 Min Bearing Area R1= 2.9 in' R2= 2.9 in' DL Defl 0.06 in LL Max Defl L I360 LL Actual Defl L I >I 000 Attributes Section (in') Shear (in3 TL Defl (in) LL Defl Actual I 30.66 25.38 0.10 0.04 1 ~~ Critical 74% 72% 33% 22% Ratio OK OK OK OK Status 22.79 18.16 0.30 0.20 Fb (psi) Fv (psi) E (psi x mil) Fcl (psi) Values Base Values 875 95 1.6 625 Base Adjusted 1422 119 1.6 625 Cd Duration 1.25 1.25 Cr Repetitive Ch Shear Stress Adiustments CF Size Factor 1.300 Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Uniform TL: 594 =A Uniform LL: 264 Uniform Load A I I I I R1 = 1800 R2 = 1800 SPAN -6 FT A n Uniform and partial uniform loads are Ibs per lineal R. ABEDUL ST. Floor Joists Date: 9/03/98 BeamChek 2.2 choice 2x12 DF-L#2 al6in.o~ BASE Fb = 875 ADJ Fb = 1006 Conditions Repetitive Use, '91 NDS - Data Beam Wt per fl Beam Span 17.0 fl Reaction 1 613 # Reaction 1 LL 4.1 # Reaction 2 Beam Weight 453 # 613 # Reaction 2 LL 453 # 70 # Maximum V 613 # Max Moment 2605 '# Max V (Reduced) 545 # TL Max Defl LL Max Defl L I240 TL Actual Defl L I360 LL Actual Defl L I429 L I581 Aftributes Actual Section (in.) Shear (in3 TL Defl (in) LL Defl 31.64 Critical 16.88 31.06 0.48 8.61 0.35 0.85 Status OK OK OK 0.57 OK Ratio 98% 51 % 56% 62% Min Bearing Area R1= 1.0 in* R2= 1.0 in2 DL Defl 0.12 in Fb (psi) Fv (psi) E (psi x mil) FcL (psi) - Loads Cd Duration 1 .oo 1 .oo Cr Repetitive Ch Shear Stress 1.15 Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Uniform TL: 68 =A Uniform LL 53 I Uniform Load A I I n n R1 = 613 R2 = 613 SPAN = 17 FT Uniform and partial uniform loads are Ibs per lineal R. ABEDUL ST. Floor Beam (FB-1) Date: 9/03/98 BeamChek 2.2 Choice Conditions &.@ Attributes Actual Critical Status Ratio Adjustments 1 6x I2 DF-L #I BASE Fb = 1350 ADJ Fb = 1350 I No Splits, '91 NDS Min Bearing Area R1= 7.2 in' R2= 7.2 in' DL Defl 0.05 in Beam Span 10.5 fl Reaction 1 4499 # Reaction 1 LL 3465 # Beam Wt per ft 15.37 # Reaction 2 4499 # Reaction 2 LL Beam Weight 3465 # 161 # Maximum V Max Moment 4499 # 11809 '# Max V (Reduced) 3677 # TL Max Defl L / 240 TL Actual Defl L I601 LL Max Defl L I360 LL Actual Defl L / 780 Section (in') Shear (in? TL Defl (in) LL Defl I 121.23 63.25 0.21 0.16 104.97 32.45 0.52 OK 0.35 OK 67% 51% 40% 46% OK I I Fb (psi) Base Values Fv (psi) E (psi x mil) 1350 85 1.6 Fcl (psi) 625 Base Adjusted 1350 170 1.6 625 CF Size Factor 1.000 Cd Duration 1 .oo Cr Repetitive 1 .oo Ch Shear Stress 2.00 (No Splits) Crn Wet Use BeamChek has automatically added the beam self-weight into the calculations. UniformTL: 842 =A Uniform LL: 660 Uniform Load A I I I I n n R1 = 4499 SPAN = 10.5 FT R2 = 4499 Uniform and partial uniform loads are Ibs per lineal ft ABEDUL ST. Floor Beam (FB-2) Date: 9103198 BeamChek 2.2 choice I 3-112x 16 2.OE BC VERSA LAM Plus@ Conditions - Data Beam Wt per R 14.39 # Reaction 2 7332 # Reaction 2 LL Beam Weight 252 # Maximum V 7332 # Max Moment 32075 '# Max V (Reduced) 6214 # TL Max Defl L / 240 TL Actual Defl L I284 LL Max Defl L I360 LL Actual Defl L I 476 Attributes Section (in') Shear (in? TL Defl (in) LL Defl Actual 137.04 32.14 0.88 0.58 Critical 149.33 56.00 0.74 0.44 92% 57% 84% 76% Ratio status OK OK OK OK ~ ~~~ Fb (psi) Fv (psi) E (psi x mil) FcL (psi) values Base Values 2900 290 2.0 750 Base Adjusted 2809 290 2.0 750 Cd Duration 1 .oo 1 .oo Cr Repetitive Ch Shear Stress Adiusfments CF Sue Factor 0.969 Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Uniform TL 824 =A Uniform LL 500 A s n R1 = 7332 R2 = 7332 SPAN = 17.5 FT Uniform and partial uniform loads are Ibs per lineal fl. ABEDUL ST. Floor Beam (FB-3) Date: 9/03/96 BeamChek 2.2 choice 3-1/2x 11-718 Z.OE BC VERSA LAM Plus@ Conditions Min Bearing Area R1= 6.5 in' R2= 6.5 in' DL Defl 0.17 in Q& Beam Span 12.5 ft Reaction 1 4854# Reaction 1 LL 2925 # Beam Wt per ft 10.68 # Reaction 2 4854 # Reaction 2 LL 2925 # Beam Weight 133 # Maximum V 4854 # Max Moment 15168% MaxV (Reduced) 4085# TL Max Defl L I240 TL Actual Defl L/W LL Max Defl L I360 LL Actual Defl L / 571 Attributes Section (in? Shear (in') TL Defl (in) LL Defl Actual Critical 82.26 41.56 0.44 0.26 OK OK OK OK Status 62.69 21.13 0.63 0.42 Ratio 76% 51% 70% 63% Fb (psi) Fv (psi) E (psi x mil) FcL (psi) Cd Duration 1 .oo 1 .oo Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calCUlatiOnS. Uniform TL: 766 = A Uniform LL: 468 Uniform Load A I I I I R1 = 4854 R2 = 4854 SPAN = 12.5 FT n n Uniform and partial uniform loads are Ibs per lineal ft. J ABEDUL ST. Floor Beam (FB-4) Date: 9/03/98 BeamChek 2.2 Choice Conditions - Data Attributes llin Bearing Area R1= 14.3 inf R2= 8.5 in2 DL Defl 0.47 in Beam Span 21.5 ft Reaction 1 10753 # Reaction 1 LL 5874 # Beam Wt per R 25.44 # Reaction 2 6396 # Reaction 2 LL 3258 # Beam Weight 547 # Maximum V 10753 # Max Moment 63679 % Max V (Reduced) 10407 # TL Max Defl L / 240 TL Actual Defl L / 243 LL Max Defl L / 360 LL Actual Defl L I439 J Section (in? Shear (in? TL Defl (in) LL Defl Actual I 297.00 99.00 1.06 0.59 Critical 93% 54% 99% 82% Ratio OK OK OK OK Status 275.64 53.83 1.08 0.72 Fb (psi) Fv (psi) E (psi x mil) FcL (psi) I Base Values 2900 290 2.0 750 Cd Duration 1 .oo 1 .oo Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. UniformTL: 205 =A Uniform LL: 65 I Point LL Point TL Distance 2925 B = 4854 4.5 4375 C = 7332 8.5 Uniform Load A Pt loads: I n n R1 = 10753 R2 = 6396 SPAN = 21.5 FT Uniform and partial uniform loads are Ibs per lineal ft. ABEDUL ST. Floor Beam (DB-I) Date: 9/03/98 BeamChek 2.2 6x 14 DF-L #2 BASE Fb = 875 ADJ Fb = 864 Conditions '91 NDS Min Bearing Area R1= 4.1 in' R2= 4.1 in2 DL Defl 0.07 in Beam Span 16.0 R Reaction 1 2559# Reaction 1 LL Beam Wt per R 18.04 # Reaction 2 2040 # Beam Weight 2559 # Reaction 2 LL 289 # Maximum V 2040 # 2559 # Max Moment 10235 '# Max V (Reduced) 21 99 # TL Max Defl LL Max Defl L I240 TL Actual Defl L / 360 LL Actual Defl L / 598 L I750 I I Attributes Section (in') Shear (in7 TL Defl (in) LL Defl Actual 167.06 74.25 0.32 0.26 Criiical 142.21 38.80 0.80 0.53 Status OK OK OK Ratio 85% 52% 40% 48% Fb (psi) Fv (psi) E (psi x mil) FcL (psi) - Cr Repetitive Cd Duration 1 .oo 1 .oo Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. - Loads Uniform TL: 302 =A Uniform LL 255 I Uniform Load A n A R1 = 2559 SPAN = 16 FT RZ = 2559 Uniform and partial uniform loads are Ibs per lineal fl. ABEDUL ST. Floor Beam (DB-2) L&@ - Data Attributes Actual Critical Status Ratio Adiusfmenfs US Date: 9/03/98 BeamChek 2.2 4x 6 DF-L #2 '91 NDS BASE Fb = 875 ADJ Fb = 1138 Min Bearing Area R1= 1.1 in' R2= 1.1 in' DL Defl 0.04 in I Beam SDan 8.0 R Reaction 1 659# Reaction 1 LL 540# I Beam Wt per ft 4.68 # Reaction 2 659 # Reaction 2 LL 540 # Beam Weight 37 # Maximum V 659 # Max Moment TL Max Defl L / 240 TL Actual Defl 1317 YI Max V (Reduced) 583 # L I492 I LL Max Defl L I 360 LL Actual Defl L / 600 Section (in') Shear (in3 TL Defl (in) LL Defl 17.65 19.25 0.20 0.16 I 9.21 OK 0.40 OK 0.27 OK 79% 48% 49% 60% Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 CF Size Factor 1.300 Fb (psi) Fv (psi) E (psi x mil) Fcl (psi) Cd Duration 1 .oo Cr Repetitive 1 .oo Ch Shear Stress BeamChek has automatically added the beam self-weight into the calculations. Uniform TL: 160 = A Uniform LL: 135 i I Uniform Load A I n n R1 = 659 R2 = 659 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal R. UPDATE OF PRELIMINARY GEOTFiC!€€NICAL INVESTIGATION P BUILDING SITE SOUTH SIDE OF ABEDUL STREET . LA COSTA AREA, CARLDSBAD, CALIFORNIA FOR MR. JORGE SANCHEZ .. 053373 . La Costa. City of ,-." ~. .. - " IN. dated May 20. 1% ts; " .. . ' " ~. . ~"dseismic~ 'Factor dong with Table 16-Q and 16-R, the Seismic Coefficient ace Ca = 0.40 aluip-m xmqmWUW at fm90 percent of maximum dry density - Ea000 .. . .. . .. . N ..I . ... t I J I City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION 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. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercialllndustrial: Square Feet Floor Area City Certification of Applicant Information: Date: //'2+J/Cn, /I VI SC&OL DISTRICTS WITHIN P Carlsbad Unified School District 801 Pine Avc. Carlsbad CA 92009 (729-9291) Encinitas Union School District 101 South Rancho Santa Fc Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491) ~ ~~ ~~~ ~ ~~ declaration COwner') cerMes under penalty of perjury that (I) the the Owner's knowledge, and that the Owner will Rle an amended quests an increase in the number of dwelling units or square ed project(s), or that the person executing this declaration is SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) tt*.ttt**t*t**.tttt*****~**~~o*~~*********~********~~~~~~*~~*~****~~*~*****~~**~.***o**~*o*******.* ..~. ~~. ~ "" 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 A dm In -. :*+ NAME OF SCHOOL DISTRICT DATE 1 f -2 7-00 $3- r(lA v e sec rck cv . SQy\ kccar [Jd,A& t PHONE NUMBER I ! i 1 ! i ..Y