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Home My WebLink About2782 ARLAND RD; ; CB012068; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 03-06-2002 Residential Permit Permit No: CBO12068 Job Address: ‘Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2782 ARLAND RD CBAD RESDNTL SubType: SFD 1 561 424500 Lot #: 0 $375,759.00 Construction Type: VN 1 Structure Type: SFD 4 Bathrooms: 5 SINGLE FAMILY RESIDENCE SFD 4125 SF, GAR 750 SF, DECKS 236 SF Reference #: Applicant: KALICKA JAN 262 CAMINO CALAFIA SAN MARCOS CA 92069 Owner: Status: ISSUED Applied: 06/14/2001 Plan Approved: 08/09/2001 Issued: 03/06/2002 Entered By: JM Inspect Area: Orig PC#: Plan Check#: 760-497-7330 Total Fees: $31,138.10 Total Payments To Date: $907.82 Balance Due: $30,230.28 Building Permit Add’l Building Permit Fee Plan Check Add’l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM 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 Meter Size Add’l Pot. Water Con. Fee Recl. Water Con. Fee $1,396.64 $0.00 $907.82 $0.00 $0.00 $37.58 $3,251 .OO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,400.00 D5/8 Meter Size Add1 Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $140.00 $2,004.00 $0.00 $6,838.81 $6,312.75 $0.00 $0.00 $441.80 $498.20 $0.00 $224.00 $60.00 $91.50 $0.00 $4,515.00 $0.00 $2,019.00 $0.00 $31,138.10 FINAL APPROVAL Date: (5 , (J Clearance: NOTICE: Please take NOTICE 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. approval of your project includes the ‘Imposition” of fees, dedicadons, reservations, or other exactions hereafter collectively referred to as ‘feedexactions.” v ou have 90 days from the date this permit was issued to protest imposition of these feedexactions. If you protest them, you must FOR OFFICE USE ONLY CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 9 (Sec. 7031.5 Busines 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$5001). Name Address City Statelzip Telephone # State License # Designer Name Address city Statelzip Telephone License Class City Business License # 0 of the work for which this permit is issued 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS) 0 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 ($lOO,OOOL 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 have and wil maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance 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 J 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 x. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and material for construction of the proposed property improvement. 0 YES I (have I have not) signed an application for a buildin I have contracted with the following person (firm) o provide the pr pose construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: ON0 ermit for the proposed work. /+ PP number I contractors license number): PROPERTY OWNER SIGNATURE Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. DIN ac sued (Sec. 3097 LENDER'S NAME LENDER'S ADDRESS FY AND KEEP CARLSBAD AGAINST ALL LI AGAINST SAID UDGMENTS. COSTS AND EXPENSES WHI rovisions of this Code shall expire by limitation and become null and void if the building or work ate of such permit or if the building or work authorized by such permit IS suspended or abandoned at any time after the work is comm APPLICANT'S SIGNATUR ction 106.4.4 Uniform Building Code). Clty of Carlsbad Final Building Inspection Dept: Buildin Planning CMWD St Lite NTL Plan Check #: Permit #: CBO12068 Project Name: SINGLE FAMILY RESIDENCE Sw SFD Address: 2782 ARLAND RD Lot: 0 Contact Person: KALlCKl Phone: 7604977330 Sewer Dist: CA Water Dist: CA By: &/cJ 09r E> Date inspected: / c/Approved: &sap p r oved: Inspected Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: SFD 4125 SF, GAR 750 SF, DECKS 236 SF .......................................................................................................................................................... ........................................................................................................................................................... Comments: t Inspections 1st 2nd Approved ?t, PLANNING DEPARTMENT FINAL INSPECTION CHECKLIST Final Inspection Items All Items below Conform with Approved Site Plan 1. Project Planner confirms conditions are met ROUTING M BLACK * M. HARDY ‘xi BLDG ~ ~ 4. Building colors 5. Rooftop equipment screens 6. 7. Fence/wall height, location, and materials Size, number and location of parking spaces compact, regular, handicap 8. Outdoor recreation facilities 9. Employee eating areas 10. Trash enclosure and location J L 2. Building elevations 3. Building materials 1 1. Pavement treatment 12. Landscaping installed (under separate contract) LIST BELOW ANY ADDITIONAL ITEMS REQUIRING SPECIAL ATTENTION BY MIKE BLACK: 13. 15. 17. ~ Project tomplies with all conditions, including above-listed items. Final inspection is complete. (H:\ADMIN\COUNTER\Final Insp Check) 03/24/2004 ._ . . Dept: Building Engineering Planning CMWD St Lite Plan Check #: U Permit #: CB012068 Project Name: SINGLE FAMILY RESIDENCE Address: 2782 ARLAND RD Lot: Contact Person: KALICKI Phone: 7604977330 Sewer Dist: CA Water Dist: CA SFD 41 25 SF, GAR 750 SF, DECKS 236 SF \ Fire Date: Permit Type: Sub Type: 0 0411 912004 RESDNTL SFD .......................................................................................................................................................... Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... Comments: Inspection List Permit#: CBO12068 Type: RESDNTL SFD SINGLE FAMILY RESIDENCE SFD 4125 SF, GAR 750 SF, DECKS 236 SF Date Inspection Item Inspector Act Comments 05/05/2004 89 05/05/2004 89 05/04/2004 89 05/04/2004 89 0411 912004 89 0911 512003 39 09/08/2003 39 0811 912003 39 08/01/2003 39 04/03/2003 17 04/03/2003 18 04/03/2003 23 03/27/2003 18 03/26/2003 16 03/24/2003 14 03/24/2003 24 03/24/2003 34 03/24/2003 44 0312 1 I2003 1 4 0312 1 I2003 24 03/21 I2003 34 03/21/2003 44 03/20/2003 14 0311 812003 14 0311 812003 34 0311 112003 13 0311 112003 14 0311 112003 24 0311 112003 34 1211 712002 22 1211 1 I2002 22 1 1 /20/2002 22 1 111 912002 22 1 0/28/2002 13 10/25/2002 13 10/24/2002 13 10/07/2002 1 5 10/04/2002 13 10/04/2002 15 08/09/2002 15 04/12/2002 34 0312 112002 1 1 Final Combo Final Combo Final Combo Final Combo Final Combo Final Electrical Final Electrical Final Electrical Final Electrical Interior LathIDrywall Exterior LatWDrywall GasTTesURepairs Exterior LathIDrywall Insulation FramelSteeVBoltingNVeldin Roughflopout Rough Electric Roug h/Ducts/Dampers FramelSteeVBoltingNVeldin Roug h/Topout Rough Electric RoughIDuctslDampers FramelSteellBoltingNeldin FramelSteeVBoltingNVeldin Rough Electric Shear PanelsIHD's Frame/SteellBoltingNVeldin Roug h/Topout Rough Electric SewerNVater Service SewerNVater Service SewerNVater Service SewerNVater Service Shear Panels/HD's Shear PanelsIHD's Shear PanelsIHD's RoofIReroof Shear PanelsIHDs RoofIReroof RoofIReroof Rough Electric FtgIFoundationlPiers PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY RB PY PY PY PY PY PY PY PY PY PY PY AP RI RI co co AP PA PA co AP AP AP CA AP AP AP AP AP AP co AP AP CA NR NR wc co co co AP co AP NR AP co NR AP NR co co wc AP gas meter release PM PLEASE PM PLEASE GFI @ KITCHEN SEE NOTICE ATTCH. EMR J BOX IN CORNER OF KITCHEN BEHIND TRIANGLE CABINET MUST BE ACCESSIBLE NEED ENG OK REGARDING ACCESS ALSO NR ROLL TO FRIDAY ON WATER SUPPLY - SEE NOTICE ATTACH ED SEE NOTICE AlTACHED REMOVE LATH OK TO COVER OK TO POUR Thursday, May 06,2004 Page 1 of 2 03/20/2002 1 1 Ftg/Foundation/Piers PY NR 0311 912002 1 1 FtglFoundation/Piers PY co SEE NOTICE ATTACHED 0311 9/2002 12 SteeVBond Beam PY co 03/08/2002 21 Underground/Under Floor PY AP 03/07/2002 21 Underground/Under Floor PY co SEE NOTICE A-ITACHED Thursday, May 06,2004 Page 2 of 2 City of Carlsbad Bldg Inspection Request For: 05/05/2004 Permit# CBOl2068 Title: SINGLE FAMILY RESIDENCE Description: SFD 4125 SF, GAR 750 SF, DECKS 236 SF Type: RESDNTL SubType: SFD Job Address: 2782 ARLAND RD Suite: Lot 0 Location: APPLICANT KALICKA JAN Owner: WEST-ALL PROPERTIES L L C Remarks: PM PLEASE 5 Total Time: CD Description 19 Final Structural 29 Final Plumbing Inspector Assignment: PY Phone: 7604977330 Inspector: Requested By: KALlCKl Entered By: CHRISTINE Act Comment A 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Date 0411 912004 0911 512003 * 09/08/2003 081 1912003 . 08/01/2003 04/03/2003 04/03/2003 04/03/2003 03/27/2003 03/26/2003 03/24/2003 03/24/2003 03/24/2003 03/24/2003 03/21/2003 Inspection History Description 89 Final Combo 39 Final Electrical 39 Final Electrical 39 Final Electrical 39 Final Electrical 17 Interior LatNDrywall 18 Exterior LatNDrywall 23 Gamest/ Repairs 18 Exterior LathfDrywall 16 Insulation 14 FramelSteellBoltingNVelding 24 Roughilopout 34 Rough Electric 44 RougNDuctdDampers 14 FramelSteellBoltingNVelding Act co AP PA PA co AP AP AP CA AP AP AP AP AP AP lnsp Comments PY SEE NOTICE ATTCH. PY PY EMR PY PY PY PY PY PY ALSO NR PY PY PY PY PY PY J BOX IN CORNER OF KITCHEN BEHIND TRIANGLE CABINET MUST BE ACCESSIBLE NEED ENG OK REGARDING ACCESS City of Carlsbad Bldg Inspection Request For: 04/19/2004 Permit# CB012068 Title: SINGLE FAMILY RESIDENCE Description: SFD 4125 SF, GAR 750 SF, DECKS 236 SF Type: RESDNTL SubType: SFD Job Address: 2782 ARLAND RD Suite: Lot 0 Location: APPLICANT KALICKA JAN Inspector Assignment: PY Phone: 7604977330 Inspector: Owner: Remarks: J?.lkJ INSP PLEASE e- Requested By: KALlCKl Entered By: ROBIN - Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical up f Associated PCRs/CVs / Date 09/15/2003 09/08/2003 0811 912003 0810 1 I2003 04/03/2003 04/03/2003 04/03/2003 03/27/2003 03/26/2003 03/24/2003 03/24/2003 03/24/2003 03/24/2003 03/21 12003 0312 112003 Inspection History Description Act lnsp Comments \ 39 Final Electrical 39 Final Electrical 39 Final Electrical 39 Final Electrical 17 Interior LathIDrywall 18 Exterior LatWDrywall 23 GasTTesVRepairs 18 Exterior LatWDrywall 16 Insulation 14 FramelSteeVBoltingNVelding 24 Rough/Topout 34 Rough Electric 44 RougNDuctdDampers 14 FramelSteellBoItingNVelding 24 RougWopout PA PY J BOX IN CORNER OF KITCHEN BEHIND TRIANGLE AP PY PA PY EMR CO PY NEED ENG OK REGARDING ACCESS AP PY AP PY AP PY CA PY ALSONR AP PY AP PY AP PY AP PY AP PY AP PY co PY BE ACCESSIBLE CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE ,n T 2-2725. RE-INSPECTION FEE DUE? L YES PHONE . @ t. BUILDING INSPECMR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 09/08/2003 Permit# CBO12068 Inspector Assignment: PY Title: SINGLE FAMILY RESIDENCE Description: SFD 41 25 SF, GAR 750 SF, DECKS 236 SF Type: RESDNTL SubType: SFD Job Address: 2786 ARLAND RD Suite: Location: APPLICANT KALICKA JAN Owner: Remarks: PM PLEASE Total Time: CD Description 39 Final Electrical Phone: 7604977330 Lot 0 Inspector: Requested By: N/A Entered By: ROBIN Act Comment A Associated PCRs/CVs PCR02240 ISSUED PCR02277 ISSUED KALICKI RES-ADD FRAMING OVER; FRONT ENTRY-ROOF ADD SPIRAL STAIRS TO ROOF; ACCESS &NEW 240 SF ROOFDECK InsDection History a Date Description Act lnsp Comments oa/i 91~003 08/01/2003 04/03/2003 04/03/2003 04/03/2003 03/27/2003 03/26/2003 03/24/2003 03/24/2003 03/24/2003 03/24/2003 0312 1 12003 03/21/2003 03/21/2003 OW2 1/2OO3 03/20/2003 0311 a12003 0311 a12003 0311 1 I2003 0311 1/2003 39 39 17 18 23 18 16 14 24 34 44 14 24 34 44 14 14 34 13 14 Final Electrical Final Electrical Interior LathJDrywall Exterior LathJDrywall Gamest/ Repairs Exterior LatNDrywall Insulation FrarnelSteeUBoltingNVelding RougNTopout Rough Electric RougNDucts/Dampers FramelSteeVBoltingNVelding RougNTopout Rough Electric Rough/Ducts/Darnpers FrarnelSteeUBoltingNVelding Frarne/SteeVBoltingNVelding Rough Electric Shear PanelsIHD's FramelSteellBoltingNVelding PA co AP AP AP CA AP AP AP AP AP AP co AP AP CA NR NR wc co PY PY PY PY PY PY ALSO NR PY PY PY PY PY PY PY PY PY PY ROLL TO FRIDAY PY PY PY PY J BOX IN CORNER OF KITCHEN BEHIND TRIANGLE CABINET MUST BE ACCESSIBLE NEED ENG OK REGARDING ACCESS City of Carlsbad Bldg Inspection Request For: 03/11/2003 Permit# CBO12068 inspector Assignment: PY Title: SINGLE FAMILY RESIDENCE Description: SFD 4125 SF, GAR 750 SF, DECKS 236 SF Type: RESDNTL SubType: SFD Job Address: 2782 ARLAND RD Phone: 7604977330 Suite: Location: APPLICANT KALICKA JAN Owner: Remarks: AM PLEASE Total Time: CD Description 13 Shear PaneWHD's Lot 0 Inspector: Requested By: NA Entered By: CHRISTINE Act Comment 14 FrarnelSteeVBoltingMIelding - Gb I 24 Roughnopout 34 Rough Electric -~ * Associated PCRs/CVs PCR02240 ISSUED ADD SPIRAL STAIRS TO ROOF; ACCESS & NEW 240 SF ROOF DECK PCR02277 PENDING KALICKI RES-ADD FRAMING OVER; FRONT ENTRY-ROOF # InsDection Histow Date Description Act lnsp Comments 12/17/2002 12/11 I2002 1112012002 1 111 912002 10128/2002 1012512002 10/24/2002 1010712002 10/0412002 1010412002 08/09/2002 0411 Z2002 ow2 1 12002 0312012002 0311 912002 0311 912002 22 Sewerwater Service 22 Sewerwater Service 22 Sewerwater Service 22 Sewerwater Service 13 Shear PaneldHD's 13 Shear PaneldHD's 13 Shear PaneldHD's 15 RwfIReroof 13 Shear PanelsMDs 15 RooflReroof 15 RooflReroof 34 Rough Electric 11 FtglFoundatiodPiers 11 FtglFoundatiodPiers 11 FtglFoundatiodPiers 12 SteellBond Beam AP PY CO RB AP PY NR PY AP PY co PY NR PY AP PY NR PY co PY co PY wc PY AP PY NR PY co PY co PY ON WATER SUPPLY - SEE NOTICE ATTACHED SEE NOTICE ATTACHED REMOVE LATH OK TO COVER OK TO POUR SEE NOTICE ATTACHED I i I CITY OF CARLSBAD t.0 NOTICE’ (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE 31 11 1% TIME LOCATION 2782 -AKL#Np PERMITNO. &\ - 2o(-g - 1 1 OF 04. 1- ’ FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L] YES PHONE a9 CODE ENFORCEMENT OFFICER i:, City of Carlsbad Bldg Inspection Request For: 12/11 /zoo2 ;I Permit# CB012068 Title: SINGLE FAMILY RESIDENCE Inspector Assignment: PY 7 $ hu Description: SFD 41 25 SF, GAR 750 SF, DECKS 236 SF e, f Type: RESDNTL SubType: SFD Job Address: 2782 ARLAND RD Suite: Lot 0 Location: APPLICANT KALICKA JAN Owner: Remarks: Total Time: Phone: 6192236630 Inspector: /z /3 / % 4 Requested By: LYNN HOLDERBY Entered By: CHRISTINE I CD Description Act Comments 22 SewerMlater Service wd)(- fie * Ls/ I 0 Associated PCRs/CVs a 1 PCR02240 ISSUED ADD SPIRAL STAIRS TO ROOF; ACCESS &NEW 240 SF ROOF DECK PCR02277 PENDING KALICKl RES-ADD FRAMING OVER; FRONT ENTRY-ROOF Date 1 1 12012002 1 1 I1 912002 1012812002 1012512002 1012412002 10/07/2002 1010412002 10/0412002 0810912002 0411 22002 0312112002 0312012002 0311 912002 0311 912002 03/08/2002 03/07/2002 lnseection History Description Act lnsp Comments 22 Sewerwater Service AP PY 22 Sewerwater Service NR PY 13 Shear PanelslHDs AP PY 13 Shear PanelslHD's CO PY SEE NOTICE ATTACHED 13 Shear PanelslHDs NR PY REMOVE LATH 15 RooflReroof AP PY OK TO COVER 13 Shear PanelslHDs NR PY 15 RoofIReroof co PY 15 RooflReroof co PY 34 Rough Electric wc PY 1 1 FtglFoundationlPiers AP PY OKTOPOUR 11 FtglFoundationlPiers NR PY 11 FtglFoundationlPiers CO PY SEE NOTICE ATTACHED 12 SteellBond Beam co PY 21 UndergroundlUnder Floor AP PY 21 UndergroundlUnder Floor CO PY SEE NOTICE ATTACHED I ClTY OF CARLSBAD e. . . NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE /a -/,fc 0%' TIME FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? 'J YES FOR FURTHER INFORMATION, CONTACT PHONE @ CODE ENFORCEMENT OFFICER ! 27$3 MUdQ Carl Schmidt Inspection P. 0. Box 178403 Phone (61 9) 855-9252 n Dieao. - CA 92 1 7 7-8403 SPEClAL INSPECTION REPORT WE OF OBSERVATIONS: MASONRY- REINFORCED CONCRETE- FIELD WELDING- EPOXY- PRESTRESSED CONCRETE- SHOP WELDING~ BOLTING- REINFORCING STEEL- FIREPROOFING- SAMPLES: NUMBER:- TYPE: Materiais/Design M& Numbers/PSf: A-5-3, u-36, Efl703'- L I /7 WORK INSPECTED CONFORMS Wmr APPROMD PlANS AND SPECIFK"S UNLESS ORlERWlSE NOTED 61 rL dm , d '7- yz Project A. Billing,lnfornation: Print Name Certification# 3'p,r-a 1 I ~- Phone: ( ) Fax:( ) Inspectots Signature 'I at--w66 ~~3~ H<tJfNU tty NORTH COUNTY COMPACTION ENGINEERING, INC. Post Office Box 302002, Escondido, CA 92030 (760) 480- 1 1 16 . . .?>* SOIL TESTING$I,UYSI?ECTION SERVICES - .-I.*"-_ :.i - EsGil - Corporation ln Tartnership with Government for 9uil;ting Safety DATE: August 14,2001 JURIS D I CTION: Carlsbad PLAN CHECK NO.: 01-2068 PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: SFD for Kalicki w 0 0 0 0 w 0 0 The plans transmitted herewith have been with the jurisdiction’s building codes. 0 PLAN REVIEWER a FILE SET: 111 orrected wh re ne essary and substantially comply The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Mail Telephone Fax In Person By: Bert Doming0 Esgil Corporation 0 GA 0 MB 0 EJ 0 PC Enclosures: 8/10/0 1 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 . EsGil Corooration DATE: August 1,2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2068 I In Partnership with Government for BuiGfing Safety PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: SFD for Kalicki 0 0 0 w 0 w cl w 0 0 PLAN REVIEWER 0 FILE SET: I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Jan Kalicki 262 Camino Calafia, San Marcos, CA 92069 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: Jan Kalicki LM Telephone #: (760) 497-7330 Datecontacted: %( I (by:D) Fax #: (760) 591-9464 REMARKS: Mail alephone ‘-Fax’ In Person By: Bert Doming0 Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 711 9/01 trnsmtl.dot 9320 Chksapeake Drive, Suite 208 + San Diego, California 92123 4 (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-2068 I August 1,2001 RECHECK PLAN CORRECTION LIST 1 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2068 PROJECT ADDRESS: 2782 Arland Road SET: I IDATE PLAN RECEIVED BY ~ ESGlL CORPORATION: 7/19/01 'REVIEWED BY: Bert Domingo DATE RECHECK COMPLETED: August 1,2001 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad 01-2068 I August 1,2001 1. 2. 3. 4. 6. PLANS Please make all corrections on the original tracings , as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationslreports 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). This will be checked when all the items below are met. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. No response. 0 GENERAL RESIDENTIAL REQUIREMENTS Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Not shown on sheet A4 as responded. b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. Not shown on sheet A4 as responded. Carlsbad 01-2068 I August 1,2001 EXITS, STAIRWAYS, AND RAILINGS 7. Guardrails (Section 509.1): c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. 9. Handrails (Section 1003.3.3.6): d) e) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The details 1,2&3 /So6 does not show as responded. Ends of handrails shall be returned or shall have rounded terminations or bends. . The details 1,2&3 /S-6 does not show as responded FOUNDATION REQUIREMENTS 19. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Please submit the preliminary soils report dated October 11, 1998. 20. n Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. This should be addressed in the soils report. 21. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, sinqle- dwellings. Section 1804.5 This should be addressed in the soils report. 24. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Specify truss identification numbers on the plans. Truss details and calculations were submitted on the I" submittal but not coordinated to the truss layout shown on sheet S3 for this submittal as far as identification is concerned. Please clarify. FRAMING 28. 31. Please show in the calculations how the redundancy was determined, per Section 1630.1 .I. This will be checked when item 64 below is met. Carlsbad 01-2068 I August 1,2001 MECHANICAL (UNIFORM MECHANICAL CODE) 37. 38. 54. 55. 64. 65. 66. 67. 68. Specify on the plans the following information for the fireplace@), per Section 106.3.3: Per our record, the specified ICBO for the fireplace needs an update. Please submit the recent approved documentation for the same. 9 Manufacturer’s name. g) Model namehumber. h) i> ICBO approval number, or equal. Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. None shown on sheet El as responded. ENERGY CONSERVATION Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181, 181A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. Please have the owneddesigner sign the space provided for in the CF-1 R form. Please show on the lateral analysis the parameters used for the seismic and wind loading. A complete lateral plan check will be made. The parameters are required to verify the lateral loadigs. MISCELLANEOUS Please show shear transfer from the roof diaphragm to the interior shear walls and cross reference the same to the framing plan. None shown. Please cross reference the corresponding details to the foundation and framing plans. Detail cross referencing is critical to the stability of the building and also to avoid confusion in the field. Please submit diaphragm chord analysis. This will be checked when item 64 above is met. Please show size of the beams not shown on the framing plans. Still not shown Carlsbad 01-2068 I August 1,2001 69. 70. 71. 73. 74. 75. 76. 77. The sections are not at the referenced sheet. Please clarify. The sections designations reflected on sheet S3 indicate A & BE4 but none shown on sheet S4. Please submit foundation calculations. None submitted Please show how the bedrooms 3 & 4 are laterally supported. Please show how the lateral load would be transferred to the foundation. This will be checked when item 64 above is met. The floor plan shows that the space to the right of the library is open but the floor framing plan shows differently. Please clarify. There should be a floor framing plan to support the library space. Please show roof framing plan for the portion of the garage. It is not clear how the deck above the garage would be supported. Please show detail for the holdown connections at the floor and foundation level and cross reference the same to the framing and foundation plan respectively. None shown. There is a drag truss along linele but there is no shear wall or any resisting element along the same line to drag the lateral load into. Please clarify. The drag truss should reflect the design horizontal loading for the truss manufacturing use in their design. 0 CARLSBAD SPECIAL CODE REQUIREMENTS 14. 14. 14. New residential units must be pre-plumbed for future solar water heating. Note '"two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). No response. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). ). No response. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). ). No response. Carlsbad 01-2068 I August 1,2001 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Doming0 at Esgil Corporation. Thank you. - EsGil Corporation In Tartnership with Sjovernment for BuiGfing Safety DATE: June 27,2001 JURI S DICTION: Carlsbad PLAN CHECK NO.: 01-2068 SET: I PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: SFD forKalicki 0 0 0 w 0 w 0 w 0 0 PLAN REVIEWER FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: Jan Kalicki 262 Camino Calafia, San Marcos, CA 92069 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: Jan Kalicki Ld Date contacted: u-(2T (by: n) REMARKS: Telephone #: (760) 497-7330 Fax #: (760) 591 -9464 Mail Telephone *- Fa- In Person By: Bert Doming0 Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 6/18/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 0 1-2068 June 27,2001 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-2068 JURI SDl CTl ON : Carlsbad PROJECT ADDRESS: 2782 Arland Road FLOOR AREA: 4125 SQ. FT. STORIES: TWO HE1 GHT: REMARKS: DATE PLANS RECEIVED BY JURI SDl CTl ON : I DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/18/01 DATE INITIAL PLAN REVIEW ll COMPLETED: June 27,2001 PLAN REVIEWER: Bert Doming0 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 speed UD the recheck process, please note on this list (or a CODY) where each correction item has been addressed, Le., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 01-2068 June 27,2001 1. 2. 3. 4. 5. PLANS 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. FIRE PROTECTION Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom. b) Centrally located in corridor or area giving access to sleeping rooms. c) When sleeping rooms are upstairs, at the upper level in close proximity to the stair. d) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. . NOTE: Detectors shall sound an alarm audible in Section 3 10.9.1. sleeping areas of the unit. Carlsbad 0 1-2068 June 27,2001 0 GENERAL RESIDENTIAL REQUJREMENTS 6. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. c) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 0 EXITS, STAIRWAYS, AND RAILINGS 7. Guardrails (Section 509.1): a) b) c) d) e) f) Shall be installed at all unenclosed floor and roof openings. Shall be installed at open and glazed sides of landings and ramps. Shall be installed at balconies or porches more than 30" above grade or floor below. Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 8. Provide stairway and landing details. Sections 1003.3.3. a) Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Carlsbad 01-2068 June 27,2001 9. IO. 11. 12. 13. 14. Handrails (Section 1003.3.3.6): a) b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-114 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the hand rail. Ends of handrails shall be returned or shall have rounded terminations or bends. c) Provide details of winding stairway complying with Section 1003.3.3.8.2: a) b) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1003.3.3.9. 0 ROOFING Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. Note on the plans: corrosion-resistant metal mesh with mesh openings of I /4-inch in dimension." Section 1505.3. "Attic ventilation openings shall be covered with Carlsbad 01-2068 June 27,2001 GARAGE AND CARPORTS 15. 16. 17. 18. 19. 20. 21. 22. 23. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 3-B, Section 302.4. 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. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 303.1.3, UPC Section 51 0.1. FOUNDATION REQUIREMENTS Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, sinqle- story dwellings. Section 1804.5 Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 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: a) b) c) The building pad was prepared in accordance with the soils report, 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." Carlsbad 01-2068 June 27,2001 24. 25. 26. 27. 28. 29. 30. 31. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Show foundation sills to be pressure treated, or equal. Section 2306.4. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. FRAMING Show or note fire stops at the following locations per Section 708.2.1: a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizon ta I ; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. b) c) d) e) Specify truss identification numbers on the plans. 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: a) b) The design load. c) Identity of the company manufacturing the truss. The spacing of the trusses.” Please show in the calculations how the redundancy was determined, per Section 1630.1 .I. Carlsbad 01-2068 June 27,2001 32. 33. 34. 35. 36. 37. 38. 39. 40. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 231 5. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. 0 MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.1 1. Show source of combustion air to furnace, per Chapter 7, UMC. Show the location and size of the combustion air openings. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model namelnumber. c) d) e) ICBO approval number, or equal. Show height of chimney above roof per I.C.B.O. approval or UBC Table Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 31 02.3.8. 31 -B. 0 ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Note on the plans that receptacle outlet locations will comply with NEC Art. 21 0-52(a). For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be GFCI protected. Carlsbad 01-2068 June 27,2001 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). Show on the plans a wall receptacle adjacent to each lavatory in the bathroom. NEC Art. 21 0-52(d). Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). 0 PLUMBING (UNIFORM PLUMBING CODE) Show water heater size, type and location on plans. UPC, Section 501 .O. Note on the plans that "Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1". Fuel combustion water heater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closet opening into bathroom or bedroom. UPC, Section 509.0. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5 Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 412.7 Carlsbad 01-2068 June 27,2001 0 ENERGY CONSERVATION 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. Provide plans, calculations and worksheets to show compliance with current energy standards. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. The version of the computer program that you have used is no longer current. Provide new calculations, using acceptable updated residential computer energy programs. As of June 1, 2001, they are the following: Micropas 6.00 & 6.01 EnergyPro 3.0, 3.1 CalRes 1.39 Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181, 181A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as pl en u ms . " The regulations require a properly completed and properly signed Form CF-I R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included). All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Specify on the buildina plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". Show the make, model, type and efficiency of the space heating (or cooling) system. Carlsbad 01-2068 June 27,2001 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). Note on the plans: “The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations.” MISCELLANEOUS Please show the type(slider, single hung, etc.) of the windows. Egress, lighting and ventilation requirements will be checked. Please show on the lateral analysis the parameters used for the seismic and wind loading. A complete lateral plan check will be made. Please show shear transfer from the roof diaphragm to the interior shear walls and cross reference the same to the framing plan. Please cross reference the corresponding details to the foundation and framing plans. Please submit diaphragm chord analysis. Please show size of the beams not shown on the framing plans. The sections are not at the referenced sheet. Please clarify. Please submit foundation calculations. Please show how the bedrooms 3 & 4 are laterally supported. Please show how the garage door line is laterally supported. The floor plan shows that the space to the right of the library is open but the floor framing plan shows differently. Please clarify. Please show roof framing plan for the portion of the garage. Please show detail for the holdown connections at the floor and foundation level and cross reference the same to the framing and foundation plan respectively. Carlsbad 01-2068 June 27,2001 CARLSBAD SPECIAL CODE REQUIREMENTS 14. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 14. Note "two 314" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 14. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; 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 Bert Doming0 at Esgil Corporation. Thank you. Carlsbad 0 1-2068 June 27,2001 Btdg. Permit Fee by Ordinance VALUATION AND PLAN CHECK FEE V JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2068 Plan Check Fee by Ordinance PREPARED BY: Bert Doming0 DATE: June 27,2001 w BUILDING ADDRESS: 2782 Arland Road BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N 375,045 1 Air Conditioning Fire Sprinklers I I I I I TOTALVALUE 1 375.045 I $907.821 Type of Review: El Complete Re view 7;rtitive Fee Repeats 0 Structural Only 0 Other 0 Hourly 1-1 Hour * Esgil Plan Review Fee I $782.121 Comments: Sheet? of 1 macvalue.doc Y The item you have submitted for review has been approved. The approval is based on plans, submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. information and/or specifications provided in your Right-of-way permit is required prior to construction of the following improvements: BUILDING PLANCHECK CHECKLIST DATE: b I lsbl PLANCHECK NO.: CB 0 / Lob$ BUILDING ADDRESS: ASSESSOR’S PARCEL NUMBER: I SLb 4% 04. EST. VALUE: 37L-i PROJECT DESCRIPTION: ?aw tc of deficiencies ke necessary corrections to plans with applicable Submit corrected plans and/or ffice for review. Date: Date: Date: I By: FOR OFFICIAL USE ONLY W ATTACHMENTS 0 Dedication Application Dedication Checklist 0 Improvement Application 0 Improvement Checklist 0 Future Improvement Agreement 0 Grading Permit Application c] Grading Submittal Checklist ENGINEERING DEPT. CONTACT PERSON Nm~e: KATHLEEN M. FARMER ~~ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: 0 Right-of-way Permit Application 0 Right-of-way Permit Submittal Checklist Carlsbad Tract: and Information Sheet 0 Sewer Fee Information Sheet H\WORO~I~)~arlsbad, CA 92004731 4 (760) 602-2720 FAX (760) A6:2aSFY@@ @ V BUILDING PLANCHECK CHECKLIST SITE PLAN I. Provide a fully dimensioned site plan drawn to scale. Show: &rth Arrow Width & Adjacent Streets sewer lateral Existing or proposed water service isting Street Improvements irrigation service 2. Show on site plan: @ Drainage Patterns 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.”(&&) Existing & Proposed Slopes and Topography. bbAH, FF C. Size, type, location, alignment of existing or proposed sewer and water servick (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D Sewer and water laterals should not be located within proposed driveways, per . 9 q& *e 8 w standards. aa/o 0 3. Include on title sheet: A. Site address B. Assessor‘s Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, ofice, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rsv. 711Um BUILDING PLANCHECK CHECKLIST 1 ST 2ND 3d DISCRETIONARY APPROVAL COMPLIANCE 0 a 0 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 0 0 c] 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: / 0 0 Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 K” x 11” plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: 0 c] Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the 3 Rev. lM(VB(I BUILDING PLANCHECK CHECKLIST / 1 ST 0 El 0 2ND 0 0 3RD 0 0 I7 0 0 checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 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: 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damased or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. 7b. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 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 roush qradinq approval obtained prior to issuance of a Buildinq Permit. Grading Inspector sign off by: Date: Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H\WORD\M)(;S\CHKLSWWing Plancheck CklSt Fwm (GENERIC 7-1coO).doc 4 Rev. 7l1uoO BUILDING PLANCHECK CHECKLIST 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: 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 f st. 1 I. t/ Required 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. 0 All single family dwelling units received "standard" 1" service with 5/8" service. 5 Rsv. 711W BUILDING PLANCHECK CHECKLIST 0 If owner/developer proposes a size other than the "standard", then ownerldeveloper must provide potable water demand calculations, 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 verify the anticipated meter size for the unit. 0 Maximum service and meter size is a 2 service with a 2 meter. 0 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 12b. Irrigation Use (where recycled water is not available) All irrigation 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: - n STA 1+00 Install 2" service and '1 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 (wl a right of way permit of course), then the applicant must provide irrigation 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 0 Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) 0 Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project 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 RH. 711uoO 6 IST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 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 RW. 711- ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 0 Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address : 2-70 u a Bldg. Permit No. cr3 ol-2068 Prepared by: /b(: Date: fi7 lo/ Checked by: Date: EDU CALCULATION Types of Use: s f= r) Sq. Ft./Units: 4 EDU's: Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sr-n Sq. Ft./Units: d ADT's: Types of Use: Sq. Ft./Units: ADT's: d List types and square footages for all uses. d FEES REQUIRED: CFi% No ' WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #I, reduced Traffic Impact Fee) 0 NO 1. PARK-IN-LIEU FEE PARK AREA & #: 1 Nd / FEE/UNIT: f'7J7 X NO. UNITS: =$ I7SC 2. TRAFFIC IMPACT FEE J / ADT's/UNITS: I x aDT: 9~ =$ ADT'slUNITS: X FEE/ADT: =$ /€3 UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$ d- 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #I - DIST. #2 - DIST. #3 - I 0 4. FACILITIES MANAGEMENT FEE ZONE: /- 0 5. SEWERFEE EDU's: I x ~EDU: =$ (75-9 BENEFIT AREA: EDU's: X FEE/EDU: =$ Aw 6. SEWER LATERAL ($2,500) 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEE/AC: =$ 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE 1 IRRIGATION 20-34 1 of2 Word\Doa\Mltforms\Fee Calculation Worksheet Rev. 7/14/00 I -. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 0 !aO&% Address Planner Paul Godwin Phone 760-602-4625 APN: IS6 -172- YS-00 Type of Project & Use: SF & Zoning: A-1 General Plan: f?L M Facilities Management Zone: I CFD (idout) # Date of participation: Remaining net dev acres: Net Project Density: DU/AC Circle One (For non-residential development: Type of land used created by this permit : 1 Lewend: Environmental Review Required: YES NO x TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO x TYPE APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: @ Item Complete Item Incomplete - Needs your action Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego Determine status (Coastal Permit Required or Exempt): If NO, complete Coastal Permit Determination Form now. CA Coastal Commission Authority? YES NO- CA 921 08-4402; (61 9) 767-2370 Coastal Permit Determination Form already completed? YES NO- Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as “Exempt” or “Coastal Permit Required” (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst $( lnclusionary Housing Fee required: YES x NO (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: Nun )$n c] 1. Setbacks: 30' f Front: Required 30' Shown Interior Side: Required g- 1 ' Shown Shown Street Side: Required ~ - - Rear: Required i is a Shown 26' Interior Side: Street Side: Rear: 0 3. Lot Coverage: )$ 0 4. Height: Required - ' 90 % Shown as. 3 % Required -L%/ Shown 30 ' 0 5. Parking: Spaces Required 2 car 4dratc Shown 3 Guest Spaces Required Shown Additional Comments op6n OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER a bdhW-4 DATE713]/* H:\ADMIN\COUNTER\BldgPlnchkRevChklst ... STRUCTURAL CALCULATIONS FOR: 27 KALlKl RESIDENCE PIAN 2 8~ ARLANDROAD CARLSBAD1 - cAd /7 J I BY: SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (760) 7269500 'q 3 Q ' FAX: (760) 726-9898 CONTENTS: ~DS ...................................................... PAGE 1 I IGA~. .................... PAGES 1-5 mR) ....................... PAGES 1-4 /4 SEISMIC ANALYSIS (FRONT TO BACK) ..................... PAGES lq 5 SlESMlC ANALYSIS (SIDE TO SIDE) ......................... PAGES 1-db 6 SHEARWALL SCHEDULE ..................................... )?AGE 1 . ParclfdLW-L~S. * $4.- STRUCTURAL STANDARDS: 1 LUMBER: D.F. #2 MINIMUM U.N.O. 2 HARDWARE: SIMPSON STRONG TIE U.N.O. 3 CONCRETE: 2,000 P.S.I. @ 28 DAYS 4 MORTAR 8 GROUT: (Pc) = 1,500 P.S.I. 5 STEEL: 24,000 P.S. I. (Fy=40,000 P.S.I. 6 MACHINE BOLTS: 325A GRADE - NOTE: LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PLAN FOR ARCHITECTURAL REQUIREMENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PRIOR WRllTEN APPROVAL OF THE SAID ENGINEER. THE SIGNING ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR FAILURE OF THE EXISTING STRUCTURE OR DESIGN STRUCTURE FAILURE OR DAMAGE CAUSED BY THE EXISTING STRUCTURE. G STRUCTURAL CALCULATIONS FOR: KALIKI RESIDENCE PLAN 2 ARLAND ROAD CARLSBAD, CA 2-Feb-01 BY: SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (760) 726-9500 FAX: (760) 726-9898 CONTENTS: 1 DESIGN LOADS ...................................................... PAGE 1 2 VERTICAL LOAD ANALYSIS (ROOF) ....................... PAGES 1-5 3 VERTICAL LOAD ANALYSJS (FLOOR) ....................... PAGES 1-4 4 SEISMIC ANALYSIS (FRONT TO BACK) ..................... PAGES 1-6 5 SlESMlC ANALYSIS (SIDE TO SIDE) ......................... PAGES 1-10 6 SHEARWALL SCHEDULE ..................................... PAGE 1 STRUCTURAL STANDARDS: 1 LUMBER: D.F. #2 MlNiMUM U.N.O. 2 HARDWARE: SIMPSON STRONG TIE U.N.O. 3 CONCRETE: 2,000 P.S.I. @ 28 DAYS 4 MORTAR & GROUT: (fc) = 1,500 P.S.I. 5 STEEL: 24,000 P.S.I. (Fy=40,000 P.S.I. 6 MACHINE BOLTS: 325A GRADE LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PLAN FOR ARCHITECTURAL REQUIREMENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PRIOR WRITTEN APPROVAL OF THE SAID ENGINEER. THE SIGNING ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR FAILURE OF THE EXISTING STRUCTURE OR DESIGN STRUCTURE FAILURE OR DAMAGE CAUSED BY THE EXISTING STRUCTURE. PROJECT: KALlKl RESIDENCE PIAN 2 ARLAND ROAD CARLSBAD, CA 92008 DESIGN LOADS ROOF LOADS (CONC. TILE) - CONC. TILE ROOF 10.00 PSF 1/2" CDX PLYWOOD 1.50 PSF TRUSSES @ 24" O.C. 3.00 PSF 112" GYP BOARD 2.50 PSF INSUUMISC. 1.00 PSF 2/2/01 EXTERIOR WALL LOADS 718 STUCCO 10.00 PSF 2x4 @ 16 O.C. 1.50 PSF 1/2" GYP BOARD 2.50 PSF INSULJM ISC. 1.00 PSF D. L. 17.00 PSF L.L. ( 4:12 PITCH) 16.00 PSF EXT. WALL LOAD 15.00 PSF ROOF LOAD 33.00 PSF FLOOR LOADS 2 X 12 @ 16" O.C. 5/8" PLYWOOD 1/2"GYP BOARD MISC/INSUL. 3.20 PSF 2.00 PSF 2.50 PSF 2.30 PSF INTERIOR WALL LOADS 2-1/2" GYP BOARD 5.00 PSF 2X4a.6" O.C. 1.50 PSF INSUL./MISC. 1.50 PSF INT. WALL LOAD 8.00 PSF DECK LOADS I BALCONY D. L. L.L. 10.00 PSF 40.00 PSF D.L. L.L. 10.00 PSF 60.00 PSF FLOOR LOADS 50.00 PSF DECK LOADS 70.00 PSF 1 I VERTICAL LOAD ANALYSIS PROJECT: KALIKI RESIDENCE PIAN 2 ARLAND ROAD CARLSBAD, CA 920028 DATE: 21210 1 TILE ROOF = 33.00 EXT.WALL = 15.00 FLOOR = 50.00 INT. WALL = 8.00 STAIRS = 0.00 DECK = 70.00 ROOF MEMBERS: R-HDR = ROOF HEADER, R-JST = ROOF JOIST, R=BM = ROOF BM R- TRUSSES: P.S.I. ROOF 0.00 FT. = 0.00 DEF. 0.00 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 0.00 IN. # EXT.WAL 0.00 FT. = 0.00 FLOOR 0.00 FT. = 0.00 REQ'D.A- 0.00 IN."2 < 0.00 IN."2 DECK - 0.00 FT. = - 0.00 SX= 0.00 IN."3 0.00 IN.*3 0.00 I= #DIV/O! IN."4 < 0.00 IN."4 SPAN = 0.00 PSI b= 0.00 Fv - 95.00 PSI d= 0.00 Fb = 1125.00 PSI E 1700000 PSI - USE: ROOF TRUSS CALCS BY OTHERS - R = HDR 1,3.5 & 13 ROOF 17.00 FT. = 561.00 DEF. 0.10 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 7574 IN. # EXT.WAL 0.00 FT. = 0.00 FLOOR 0.00 FT. = 0.00 REQ'D,A= 9.23 IN."2 19.25 IN."2 DECK - 0.00 FT. = - 0.00 SX= 8.19 IN.-'3 17.65 IN."3 561 .OO I= 6.01 IN."4 48.53 IN."4 P.S.I. SPAN = 3.00 PSI b= 3.50 Fv - 95.00 PSI d= 5.50 Fb = 925.00 PSI E : 1700000 PSI USE: 4 X 6 D.F. #2 OR BETTER - R-HDR 2 & 6 ROOF 17.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = DECK - 0.00 FT. = SPAN = 6.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 561.00 DEF. 0.20 IN. MAX 0.00 MX 30294 IN.# 0.00 0.00 REQ'D,A= 19.75 IN."2 32.38 IN."2 o.00 SX= 32.75 IN."3 < 49.91 IN."3 561 .OO I = 48.11 IN."4 * 230.84 IN."4 b= 3.50 d= 9.25 USE: 4 X 10 D.F. #2 OR BETTER I f R-HDR 4 ROOF 10.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = DECK - 0.00 FT. = SPAN = 10.00 PSI Fv - 95.00 PSI Fb = 1000.00 PSI E = 1700000 PSI - P.S.I. 330.00 DEF. 0.33 IN. MAX 0.00 MX 49500.00 IN. # 0.00 0.00 REQ'D,A: 22.04 IN."2 e 32.38 IN."2 o.00 SX= 49.50 IN."3 49.91 IN."3 330.00 I = 131.03 1N.Y < 230.84 IN."4 b= 3.50 d= 9.25 USE: 4 X 10 D.F. #l OR BETTER R- HDR.7,8, 18 - 20.23 8 24 ROOF 6.00 FT. = INT. WAL 0.00 FT. = EXT. WAL 0.00 FT. = FLOOR 0.00 FT. = 0.00 FT. = DECK - SPAN = 3.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 198.00 DEF. 0.10 IN. MAX 0.00 MX 2073 IN. # 0.00 0.00 REQ'D,A= 3.78 IN."2 c 12.25 IN.A2 - 0.00 SX= 2.89 IN.A3 c 7.15 IN."3 198.00 I = 2.12 IN."4 12.51 IN.A4 b= 3.50 d= 3.50 USE: 4 X 4 D.F. #2 OR BETTER R-HDR9, 11. 148 16 ROOF 7.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = 0.00 FT. = DECK - SPAN = 4.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 231.00 DEF. 0.13 IN. MAX 0.00 Mx 5544 IN.# 0.00 0.00 REQ'D,A= 6.23 IN."2 12.25 IN."2 o.00 SX= 5.99 IN."3 7.15 IN."3 231 .OO I = 5.87 IN."4 4 12.51 1N.Y b= 3.50 d= 3.50 USE: 4 X 4 D.F. #2 OR BETTER R- HDR 10 & 15 ROOF 4.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = 0.00 FT. = DECK - SPAN = 9.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 132.00 DEF. 0.45 IN. MAX 0.00 MX 16038 IN. # 0.00 0.00 REQ'D,A= 8.12 IN."2 25.38 IN."2 o.00 SX= 17.34 IN."3 30.66 IN."3 132.00 I = 25.47 IN."4 e 111.15 IN.A4 b= 3.50 d= 7.25 USE: 4 X 8 D.F. #2 OR BETTER R- BM 1 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb = E - - - - 18.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = - 0.00 FT. = 11 .oo PSI 95.00 PSI 1300.00 PSI 1700000 PSI P.S.I. 594.00 DEF. 0.37 IN. MAX 0.00 MX 107811 IN.# 0.00 0.00 REQ'D,A= 42.60 IN."2 < 63.25 IN.*2 o.00 SX= 82.93 IN."3 121.23 IN."3 594.00 I = 313.92 IN."4 c 697.07 IN."4 b= 5.50 d= 11.50 USE: 6 X 12 SELECT STRUCT. R- HDR 6 & 17 ROOF 17.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = DECK o.00 FT. = P = 2805.00 LBS SPAN = 6.00 FT. = Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - R- HDR 25 8 26 ROOF 18.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = DECK - 0.00 FT. = SPAN = 3.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 561.00 DEF. 0.20 IN. MAX 0.00 MX 30294 IN.# 0.00 0.00 REQD,A: 26.57 IN."2 0.00 IN."2 - 0.00 SX= 32.75 IN."3 < 0.00 IN."3 561 .oo I = 48.11 IN."4 0.00 1N."4 b= 0.00 d= 0.00 USE: SEE POINT LOAD CALCS. ATTACHED P.S.I. 594.00 DEF. 0.10 IN. MAX 0.00 MX 8019 IN. # 0.00 0.00 REQ'D,A: 9.77 IN."2 19.25 IN."2 - 0.00 SX= 8.67 IN."3 e 17.65 IN."3 594.00 I = 6.37 IN."4 c 48.53 IN."4 b= 3.50 d= 5.50 USE: 4 X 6 D.F. #2 OR BETTER R- HDR 27 ROOF 8.00 FT. = INT. WAL 0.00 FT. = EXT. WAL 0.00 FT. = FLOOR 0.00 FT. = DECK - 0.00 FT. = SPAN = 6.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 264.00 DEF. 0.20 IN. MAX 0.00 MX 14256 IN.# 0.00 0.00 REQ'D,A= 10.59 IN."2 19.25 IN.A2 - 0.00 SX= 15.41 IN."3 e 17.65 IN.A3 264.00 I = 22.64 IN."4 48.53 IN."4 b= 3.50 d= 5.50 USE: 4 X 6 D.F. #2 OR BETTER PROJECT: KALIKI RESIDENE PLAN 2 ARLAND ROAD CARLSBAD, CA 92008 21210 1 SIMPLE BEAM WIT" POINT LOAD ROOF HEADERS 6 & 17 P= L= Ip = Iw = W= Fv = Fb = E= 2805.00 LBS DEFLN = 0.20 IN. MAX. 561.00 PLF MX MOM= 60588.00 IN/# 6.00 FT 2.50 FT REQ. A= 31.00 IN. "2 < 39.38 IN. "2 2.00 FT REQ. SX= 65.50 IN. "3 C 73.83 IN. "3 REQ. I= 176.42 in. "4 < 415.28 IN. "4 95.00 PSI 925.00 PSI 1700000.00 PSI b= 3.50 in. d= 11.25 in. 4 X 12 D.F. #2 OR BElTER R- HDR 28 ROOF 6.00 FT. = I NT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 0.00 FT. = DECK - 0.00 FT. = SPAN = 10.00 PSI Fv - 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI - P.S.I. 198.00 DEF. 0.33 IN. MAX 0.00 MX 29700 IN.# 0.00 0.00 REQD,A= 13.22 1N.Q 32.38 IN."2 - 0.00 SX= 32.11 1N."3 < 49.91 lN."3 198.00 I = 78.62 1N."4 230.84 IN."4 b= 3.50 d= 9.25 USE: 4 X 10 D.F. #2 OR BETTER yERTlCAL LOAD ANALYSIS PROJECT: KALlKl REStDENCE PIAN 2 ARIAND ROAD CARLSBAD. CA 92008 DATE: 2/2/01 TILE ROOF = 33.00 U(T.WALL = 15.00 FLOOR LOAD = 50.00 INT. WALL = 8.00 STAIRS = 0.00 DECK = 70.00 FLOOR MEMBERS: F-HDR (FLOOR HEADER), F-BM (FLOOR BEAM). ETC. F - JOIST TYPICAL P.S.I. ROOF 0.00 Fr. = 0.00 DEF. 0.65 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 37929.94 IN.# EXT.WAL 0.00 FT. = 0.00 FLOOR 1.33 FT. = 66.50 REQ'D,A: 9.08 IN."2 19.88 IN."2 DECK Q&Q FT. = - 0.00 SX= 32.98 IN."3 43.89 IN."3 66.50 I = 195.79 1N.Y 290.78 IN."4 SPAN = 19.50 PSI b- 1.50 Fv = 95.00 PSI d= 13.25 Fb = 1150.00 PSI E = 1700000.00 PS1 USE: 2 X 14 D.F. #1 OR BETTER a 16" O.C. OR 2 X 12 D.F. #I OR BETTER @lZ' O.C. F - INT. FLR BM TYP. ROOF 0.00 FT. = 0.00 DEF. 0.20 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 40770 IN.# WT. WAL 0.00 FT. = 0.00 FLOOR 9.50 FT. = 475.00 REQ'D,A= 26.57 IN."2 32.38 IN."2 DECK &QQ FT. = 280.00 SX= 44.08 IN.*3 49.91 IN."3 755.00 I= 64.75 IN."4 < 230.84 IN."4 P.S.I. SPAN = 6.00 PSI b= 3.50 Fv = 95.00 PSI d= 9.25 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X 10 D.F. #2 OR BETTER F - HR 1.3.4, 13 &14. ROOF 17.00 FT. = INT. WAL 0.00 FT. = EXT . WAL 0.00 FT. = FLOOR 8.00 FT. = DECK Q&Q FT. = SPAN = 3.00 PSI Fv = 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI P.S.I. 561.00 DEF. 0.10 IN. MAX 0.00 MX 12974 IN.# 0.00 400.00 REQ'D,A= 15.81 IN."2 < 19.25 IN."2 o.00 SX= 14.03 IN."3 17.65 IN."3 961.00 I = 10.30 IN."4 48.53 1N.Y b= 3.50 d= 5.50 USE: 4 X 6 D.F. #2 OR BETTER , F-HDR2.5,16&20 P.S.I. ROOF 17.00 FT. = 561.00 DEF. 0.20 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 61884 IN.# EXT.WAL 9.00 FT. = 135.00 FLOOR 9.00 FT. = 450.00 REQ'D,A: 37.32 IN."2 39.38 IN."2 DECK o.ooFT.= - 0.00 SX= 66.90 IN."3 < 73.83 IN."3 1146.00 I = 98.29 IN.A4 5 415.28 IN."4 SPAN = 6.00 PSI b= 3.50 Fv = 95.00 PSI d= 11.25 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X 12 D.F. #2 OR BETTER F - ENTRY PORCH BM TYP. ROOF 0.00 FT. = 0.00 DEF. 0.33 IN. MAX INT. WAL 0.00 !=T. = 0.00 MX 46500 IN.# EXT.WAL 4.00 FT. = 60.00 FLOOR 5.00 FT. = 250.00 REQ'D,A= 19.88 IN."2 < 39.38 IN."2 DECK - 0.00 FT. = - 0.00 SX= 46.50 1N.A3 < 73.83 IN."3 310.00 I = 123.09 IN.*4 c 415.28 IN.A4 P.S.I. SPAN = 10.00 PSI b= 3.50 Fv 95.00 PSI d= 11.25 Fb = 1000.00 PSI E = 1700000 PSI USE: 4 X I2 D.F. #I OR BETTER F-HDR6.8&21&23 P.S.I. ROOF 6.00 FT. = 198.00 DEF. 0.10 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 8748 IN. # EXT.WAL 0.00 FT. = 0.00 FLOOR 9.00 FT. = 450.00 REQ'D,A= 10.66 IN."2 < 19.25 1N."2 DECK QgJ FT. = - 0.00 SX= 9.46 IN."3 < 17.65 fN."3 648.00 I = 6.95 IN."4 e 48.53 IN."4 SPAN = 3.00 PSI b= 3.50 Fv = 95.00 PSI d= 5.50 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X 6 D.F. #2 OR EElTER F-HDR7.12&22 P.S.I. ROOF 6.00 FT. = 198.00 DEF. 0.20 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 42282 IN.# EXT.WAL 9.00 FT. = 135.00 FLOOR 9.00 FT. = 450.00 REQ'D,A: 27.56 IN."2 < 32.38 IN."2 DECK &QQ IT. = SX= 45.71 IN."3 < 49.91 IN."3 783.00 I = 67.15 IN."4 < 230.84 IN."4 SPAN = 6.00 PSI b= 3.50 Fv = 95.00 PSI d= 9.25 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X IO D.F. #2 OR BETTER F-HDR9-ll&17-19 P.S.I. ROOF 0.00 FT. = 0.00 DEF. 0.30 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 41310 IN.# EXT.WAL 4.00 FT. = 60.00 FLOOR 0.00 FT. = 0.00 REQ'D,A= 20.02 IN.A2 c 32.38 IN."2 4.00 FT. = 280.00 SX= 44.66 IN."3 < 49.91 IN."3 DECK - 340.00 I = 98.42 lN.A4 < 230.84 IN.A4 SPAN = 9.00 PSI b= 3.50 Fv = 95.00 PSI d= 9.25 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X 10 D.F. #2 OR BETTER F - HDR 15 P.S.I. ROOF 6.00 FT. = 198.00 DEF. 0.13 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 13992 IN.# EXT.WAL 9.00 FT. = 135.00 FLOOR 5.00 Fr. = 250.00 REQ'D,A: 14.19 IN.A2 < 19.25 IN.A2 DECK QJJ FT. = epQ SX= 15.13 IN.A3 < 17.65 IN.*3 583.00 I = 14.82 1N.Y < 48.53 IN."4 SPAN = 4.00 PSI b= 3.50 Fv = 95.00 PSI d= 5.50 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X 6 D.F. #2 OR BETTER F-BM1 P.S.I. ROOF 0.00 FT. = 0.00 DEF. 0.37 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 90750 IN.# EXT.WAL 0.00 n. = 0.00 FLOOR 10.00 FT. = 500.00 REC1'D.A: 35.86 IN.Y! < 63.25 IN."2 DECK p,M FT. = p,pP SX= 98.11 IN.A3 < 121.23 IN.A3 500.00 I = 264.24 IN."4 697.07 IN."4 SPAN = 11.00 FT b= 5.50 Fv = 95.00 PSI d= 11.50 Fb = 925.00 PSI E = 1700000 PSI USE: 9 X 12 D.F. #2 OR BETIER F - HDR 24 P.S.I. ROOF 3.00 FT. = 99.00 DEF. 0.17 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 16838 IN.# EXT.WAL 0.00 FT. = 0.00 FLOOR 7.00 FT. = 350.00 REQD,A= 13.44 IN."2 < 25.38 IN."2 DECK O-QQ Fr. = o.00 SX= 18.20 IN."3 < 30.66 IN.*3 449.00 I = 22.28 IN."4 < 111.15 IN."4 SPAN = 5.00 PSI b= 3.50 Fv = 95.00 PSI d= 7.25 Fb = 925.00 PSI E = 1700000 PSI USE: 4 X 8 D.F. #2 OR BETTER F - HDR 25 - 28 & 30 ROOF 14.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 9.00 FT. = FLOOR 12.00 FT. = DECK o.00 Fr. = SPAN =. 3.00 PSI Fv = 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI P.S.I. 462.00 DEF. 0.10 IN. MAX 0.00 MX 16160 IN.# 135.00 600.00 REQ'D,A 16.93 IN.A2 .C 25.38 IN.A2 - 0.00 SX= 17.47 IN."3 < 30.66 IN.A3 1197.00 I = 12.83 IN.A4 < 111.15 IN.A4 b= 3.50 d= 7.25 USE: 4 X 8 D.F. #2 OR BEllER F-BM2 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv = Fb = E - - P.S.I. 6.00 FT. = 198.00 DEF. 1.15 IN. MAX 0.00 FT. = 0.00 MX 343586 IN.# 9.00 FT. = 135.00 o.00 FT. = o.00 SX= 118.48 lN.A3 171.50 IN.*3 433.00 I = 1185.37 IN."4 < 1200.50 IN.A4 2.00 FT. = 100.00 REQ'D,A- 23.14 IN."2 C 73.50 IN.A2 23.00 PSI b= 5.25 290.00 PSI d= 14.00 2900.00 PSI 2000000 PSI USE: 5 114" X 14" PARALLAM F - HDR 29 ROOF 74.00 FT. = INT. WAL 0.00 Fr. = EXT.WAL 9.00 FT. = FLOOR 12.00 FT. = DECK - Fr. = SPAN = 16.00 PSI Fv = 290.00 PSI Fb = 2900.00 PSI E = 2000000 PSI P.S.I. 462.00 DEF. 0.80 IN. MAX 0.00 MX 459648 IN. # 135.00 600.00 REQ'D,A: 42.31 IN.A2 .c 73.50 IN.A2 p,pP SX= 158.50 IN.A3 < 171.50 IN."3 1197.00 I = 1103.16 1N.Y < 1200.50 IN.A4 b= 5.25 d= 14.00 USE: 5 114" X W PARALLAM - 'tT ' 4'' t f . r. -+- e n- - J% '- 1 *' .’ Seismic Loads: static Design procedure Active Near Fault - Source Zone Data Soil Type: Fault Type: Near Source Distance: Seismic Zone: Design Base Shear = V v=p1 w RT 1 = 1.0 R = 5.5 T = Ct (hn).75 Ct = 0.02 hn = 22.0 T = 0.02 x (22.0).75 = 0.20 See. cv Soils Type sd Sd B 5km> 10 km 4 (UBC 30.4) (Standard Occupancy Structure - Table 16-K) Ordinary Braced Frame - Table 16-N) (UBC 30-8) (UBC Section 1630.2.2, Method A) (Story height, Builidng height) (Seismic Coefficient - Table 16-R) SeismicZone Factor Z = 0.4 (Seismic Zone 4) Cv = 0.64 Nv Nv (Near Source Factor as Per Table 16-9 Seismic Source: Type B Closest Distance to Known Seismic Source. 5.0 Km Nv = 1.00 (1 0 Km +) From nearest Rose Canyon Fault Cv = 0.64 x 1 .O = 0.64 V = Cv 1 W = 0.64x1.0 = 0.562 W (UBC 30-4) RT 5.5 x 0.20 The total Base shear need not exceed the following: V = 2.5 Ca I W R Ca = Seismic Coefficient For Table 16- Q: Soils Type = Sd Z = 0.4 (UBC 30-5) (Table 164) Therefore CA = 0.44 Na Na = Near Source Factor as per Table 164 Seismic Source Type B Distance to Known SeismicSource . 5.0 Km Na = 1.00 CA = 0.44 x 1.00 = 0.44 V = 2.5 x 0.44 x 1 W = 0.200 (UBC 304) 5.5 TOTAL Design Base Shear shall not be less than: V=O.11 CAI W - 0.11 x 0.44 x 1.0 W = 0.48 (UBC 30-6) For Seismic zone 4, total seismic Base Shear shall not be less than: V = 0.8 Z Nv I W = 0.8 x 0.4 x 1 .OO W = 0.056 (UBC 30-7) R 5.5 Therefore for Allowable Stress Design: V=0.200/1.4 =0.142W Seismic Force on Components of Structure: Fp=aoxCaxID (l+m Wp RP hr Fp shall be not less than 0.7 x Ca x Ip x Wp Fp Shall be not more than 4.0 x Ca x Ip x Wp ap =Numerical Coefficient = 1-00 Ca = Seismic Coefficient = 0.44 Ip = Importance Factor = 1 .oo Rp = Numerical Coefficient = 3.00 (UBC 32-2) Table 16-0 Table 16-Q Table 16K Table 16-0 hr = Story height hx = Wall height at Maximum Moment Fp=l.Ox0.44xl.O (1+3x 12 ) f0.42 3 24 Therefore for Allowable Stress Design Fp = 0.3711.4 = 0.26 W USE: Fp30.30 LATERAL ANALYSIS: WIND - BASE SHEAR: 70 MPH, EXP C PROJECTED AREA METHOD P = Ce Cq qs Iw P= 1.3 (12.5)(1.06)(1.0) = 17.4 PSF 0-15' P= 1.3(12.6)(1.19)(1.0) = 19.5 PSF 20 - 25' P= 1.3 (12.6)(1.13)(1.0) = 18.5 PSF 15 - 20' P= 1.3( 12.6)( 1.23)( 1 .O) = 20.1 PSF 25 - 30' P= 1.3(12.6)(1.31)(1.0) = 21.5 PSF 30 - 40 UPLIFT = .7(12.6)(1.31)(1.0) = 11.6 PSF LATERAL FORCE ANALYSIS PROJECT: KALlKl RESIDENCE PLAN 2 ARLAND ROAD CARLSBAD, CA 92008 WEIGHT OF: CON TILE ROOF = FLOOR = CONC. WALL = 17.00 PSF EXT. WALL = 10.00 PSF INT. WALL = 0.00 PSF BALCONY = HEIGHT OF: EAVE = 19.00 FT. h3 = 19.00 FT. FLOOR = 9.00 FT. h2 = 9.00 FT. BASE = 0.00 FT. hl = 2.25 FT. FORCES: SIDE TO SIDE AT ROOF: SEISMIC ROOF 60.00 1 .oo EXT. WALL 4.50 2.00 INT. WALL 4.50 3.00 LENGTH NUMBER WIND: HEIGHT: #/ S.F. 11 .oo 22.00 AT FLOOR: SEISMIC FLOOR 58.00 1 .oo EXT. WALL 9.00 2.00 INT. WALL 9.00 3.00 BALCONY 0.00 0.00 CONC.WALL 0.00 0.00 -- LENGTH NUMBER WIND: HEIGHT: #/ S.F. 10.00 22.00 ROOF = FLOOR = #I SF V-CvIIRTxW 17.00 0.174 15.00 0.174 8.00 0.174 TOTAL #/ SF V-CvllRTxW 10.00 0.174 15.00 0.174 8.00 0.174 10.00 0.174 0.00 0.174 TOTAL DATE: 2/2/0 1 15.00 PSF 8.00 PSF 10.00 PSF 60.00 FT. 58.00 FT. #/FT 177.48 23.49 - 18.79 219.76 #/FT. 242.00 WFT. #/FT 100.92 46.98 37.58 0.00 - 0.00 185.48 #/IT. 220.00 #In. AT BASE: SEISMIC FLOOR 58.00 0.00 10.00 0.174 0.00 EXT. WALL 4.50 2.00 15.00 0.174 23.49 INT. WALL 4.50 3.00 8.00 0.174 18.79 LENGTH NUMBER #/ SF V-CvIIRTxW WFT CONCWALL 0.00 0.00 0.00 0.174 - 0.00 TOTAL 42.28 #/FT. 4.50 22.00 = 99.00 #/FT. WIND: HEIGHT: #t4 S.F. PROJECT: KALlKl RESIDENCE PLAN 2 ARIAND ROAD CARLSBAD, CA 92008 DATE: LATERAL FORCE DISTRIBUTION WIND GOVERNS - DISTRIBUTION FOR INFORMATION ONLY FORCES: SIDE TO SIDE 2/2/01 FORCE/ ACCUMULATED PLACE wx#R hxFT. hxwxFT# Mx % Wx#/FT Wx#IFT AT ROOF 242.00 19.00 4598.00 0.71 372.99 372.99 AT FLOOR 185.48 9.00 1669.36 0.26 135.42 508.41 AT BASE 99.00 2.25 222.75 0.03 18.07 526.48 @a- <*) 526.48 6490.1 1 1.00 526.48 PROJECT KALlKl RESIDENCE PIAN 2 DATE: ARLAND ROAD, CARLSBAD, CA a210 1 SHEAR WALLS COMPONENT DEAD LOADS: ROOF = 17.00 PSF hl = 9.00 AT ROOF = 242.00 (R-FH) HEIGHTS FT, FORCES FH WFT. SIDE TQ S IDF, FLOOR - 10.00 PSF h2 = 19.00 AT 2-FLR = 185.48 (2F-FH) EXT.WALL= 15.00 PSF h3 = 2.25 ATBASE= 99.00 (B-FH) INT.WALL= 8.00 PSF BALCONY = 10.00 PSF CON.WALL= 0.00 PSF SIDE TO SIDE LINE A - FVaP WFT. TOTAL WALL (TW) = 38.00 FT. ROOF = 6.00 FT. 102.00 LENGTH OF SHEAR WALL (Ll) = 28.00 FT. FLOOR = 0.00 FT. 0.00 TRIBUTARY AREA (T) = 16.00 FT. INT.WALL= 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 6.00 FT. EXT.WALL= 9.00 FT. 135.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = 237.00 &-- SHEAR = ((R-FH+(F-FH)x Tkl 138.29 m. YSE PANEL - 7 ONESIDE PLATE FORCESIANCHOR = (RF-H+2F-FH)X T/(TW) = - 180 #m. NAILING USE: 2 X PLATE WA6d NAILS @ - 16 IN. O.C. STAGGERED ANCHOR USE: 2 X PLATE W/ 1/2DIA. X 10 AB. Q . - 75 IN. O.C. OR 98" DIA. X 10" A.B. Q - 94 IN. O.C. /3J .Z5 x./b X MINIMUM EMBEDMENT 7" INTO CONCRETE UPLlFT/DOWNTHRUST O.T.M. = R-FHxTxMPW/LZxhl = 7467 #FT R.M. = P1xMPWA2/2 = 3626 #/FT NET UPLIFT = OTM-RM/MPW = 640 #/FT HOLDOWN USE: MSTl48 P1= TOTAL DLx.85 = 201 # 1 7 ONE SIDE FT. hl= - R-FHxTxMPW/Ll= FORCE AT ROOF 829.7143 # UPLlFTlOOWNTHRUST = 640 # USE: MSTl48 MPW = 6 FT. SIDE TO SIDE LINE B hl = 9 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (Ll) = TRIBUTARY AREA (T) = MIN. PANEL WIDTH (MPW) = - 9 ONE SIDE 34.00 FT. 15.00 FT. 20.00 FT. 4.50 FT. FV=P WFT. ROOF = 17.00 FT. 289.00 FLOOR = 0.00 FT. 0.00 INT.WALL= 0.00 Fr. 0.00 EXT.WALL= 9.00 FT. 135.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = 424.00 6 lb SHEAR = ((R-FH+(F-FH)x TIL1 322.67 #m. USE PANEL 9 ONE SIDE PLATE FORCESANCHOR = (RF-H+ZF-FH)X T/(lW) = NAILING USE: 2 X PLATE W/16d NAILS Q - ANCHOR USE: 2 X PLATE W1ln"DIA. X 10 A.B. @ - 251 m. 12 IN. O.C. STAGGERED 54 IN. O.C. OR 98" DIA. X la" A.B. Q MINIMUM EMBEDMENT 7" INTO CONCRETE - 67 IN. 0.C UPLlFTlDOWNTHRUST O.T.M. = R-FHxTxMPW/L2xhl = 13068 #/FT R.M. = P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = MSTl48 W14 X 4 3649 #/FT 2093 #/FT HOLDOWN USE: P1 = TOTAL DLx.85 = 360 ## 1 - R-FHxTxMPW/Ll = FORCE AT ROOF 1452 # UPLIFT/DOWNTHRUST = 2093 # USE: MSTl48 WI 4 X 4 MPW = 1 5 FT. w SIDE TO SIDE LINE C - TOTALWALLO = P RIFT. 14.00 FT. ROOF = 2.00 Fr. 34.00 LENGTH OF SHEAR WALL (LI) = 14.00 FT. FLOOR = 0.00 FT. 0.00 TRIBUTARY AREA 0 = 22.00 FT. INT.WALL= 9.00 FT. 72.00 MIN. PANEL WIDTH (MPW) = 7.00 FT. EXT.WALL= 0.00 FT. 0.00 BALCONY= 0.00 FT. 0.00 C.WAU = 0.00 FT. 0.00 TOTAL D.L. = 106.00 SHEAR = ((R-FH+(F-FH)x TIL1 380.29 #m. YSE PANEL - 9QNESlDE flk PLATE FORCES/ANCHOR = (RF-H+PF-FH)X T/O = - 672 m. 3Ero fb3 NAILING USE: 2 X PLATE W/16d NAILS Q 4 IN. O.C. STAGGERED ANCHOR USE: 2 X PLATE WI 112”DIA. X 1O’A.B. Q - 20 IN. O.C. OR L $10 4 VAL 98” DIA. X 10” A.B. Q IN. OX. * MINIMUM EMBEDMENT 7” INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. = R-FHXTXMPWRZXhl = 23958 m R.M. = PlxMPWW2 = 2207 m NET UPLIFT = OTM-RMIMPW = 3107 #m HOLDOWN USE: MST 48 WI 4 X 4 P1 = TOTAL DLx.85 = 90 # 1 hl = m 9 ONE SIDE m,gLl - R-FHxTxMPWLI = FORCE AT ROOF 2662 # UPLlFTlDOWNTHRUST = 3107 # MST 48 WI 4x4 MPW = 1 7 FT. 1 262 L q.). - 28 SIDE TO SIDE - LINE D TOTAL WALL (TW) = LENGTH OF SHEAR WALL (Ll) = TRIBUTARY AREA (T) = MIN. PANEL WIDTH (MPW) = 20.00 FT. 20.00 FT. 15.00 FT. 10.00 FT. W=P WFT. ROOF = 6.00 FT. 102.00 FLOOR = 0.00 FT. 0.00 INT.WALL= 0.00 FT. 0.00 EXT.WALL= 9.00 Ff. 135.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = 237.00 SHEAR = ((R-FH+(F-FH)x TIL1 181.50 #m. USE PANEL - 8 ONESIDE & W PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/o - 321 MFT. NAILING USE: ANCHOR USE: UPLIFTIDOWNTHRUST HOLDOWN USE: 2 X PLATE W116d NAILS @ 2 X PLATE W/1/2"DIA. X 10 AB. Q 5/8" DIA. X 10" A.B. Q MINIMUM EMBEDMENT 7" INTO CONCRETE 9 IN. O.C. STAGGERED 42 IN. O.C. OR - 53 IN. O.C. O.T.M. = R-FHXTXMPW/Uxhl = R.M. = P1xMPWA2/2 = NET UPLIFT = OTM-RMIMPW = HPAHD22 , 16335 WFT 10073 #/FT 626 #/FT P1= TOTAL DLx.85 = 201 # 1 hl= 9 8 ONE SIDE - R-FHxTxMPWILl = FORCE AT ROOF 1815 # UPLIFT/DOWNTHRUST = 626 # - USE: HPAHD 22 MPW = A 10 FT. T PROJECT: KALlKl RESIDENCE PLAN 2 DATE: 2/2/01 ARLAND ROAD, CARLSBAD, CA BASE SHEAR WALLS COMPONENT DEAD LOADS: HFIGHTS FT. FO- UFT. SIDE TO SlOE, ROOF = 17.00 PSF hl = 9.00 AT ROOF = 242.00 (R-FH) FLOOR - 10.00 PSF h2 = 19.00 AT 2-FLR 185.48 (PF-FH) EXT. WALL= 15.00 PSF h3 = 2.25 ATBASE= 99.00 (B-FH) INT.WALL= 8.00 PSF BALCONY = 10.00 PSF CON.WALL= 0.00 PSF SIDE TO SIDE - LINE A fV=P UFT. TOTAL WALL CTW) = 38.00 FT. ROOF = 16.00 FT. 272.00 LENGTH OF SHEAR WALL (Ll) = 20.00 FT. FLOOR = 8.00 FT. 80.00 TRIBUTARY AREA (T) = 16.00 FT. INT.WALL= 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 6.00 FT. EXT.WALL= 18.00 FT. 144.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 Fr. 0.00 TOTAL D.L. = 242.00 USE PANEL SHEAR = ((R-FH+F-FH+B-FH)x TlLl 341.98 #IFT. 4 PLATE FORCESIANCHOR = (RF-H+2F-FH+B-FH)X T/(TW) a UFT. NAILING USE: 2 X PLATE WI16d NAILS Q 9 IN. O.C. STAGGERED ANCHOR USE: 2 X PLATE WI 112"DIA. X 10"A.B. Q - 43 IN. O.C. OR 518" DIA. X 10 AB. Q - 53 IN. O.C. 3 42A I.0 t MINIMUM EMBEDMENT 7" INTO CONCRETE 3078 #FT. = .5JqaaQ. UPLlFTlDOWNTHRUST O.T.M. =(FlxhUMPW)+(FZxhllMPW)= a 1- R.M. = PlxMPWA2/2 = 3703 #FT. NET UPLIFT = OTM-RMIMPW 2461 #FT. HD 5A WI 4 X 4 HOLDOWN USE: P1 = TOTAL DU.85 = hl = 9 <=I R-FHxTxMPW/Ll 3 FORCE AT ROOF = Fl 1161.6 #FT. 2F-FHxTxMWV/Ll= FORCE AT FLOOR = F2 <-I 890.304 #IFT. UPLIFT/DOWNTHRUST = 2461 #FT. USE: HD 5 A WI 4 X 4 MPW = 6 FT. SIDE TO SIDE TOTAL WALL (Tw) = 44.00 FT. ROOF = 6.00 FT. 102.00 LENGTH OF SHEAR WALL (Ll) = 27.00 FT. FLOOR = 1.00 FT. 10.00 TRIBUTARY AREA (T) = 20.00 FT. IM.WALL= 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 4.50 FT. EXT.WALL= 18.00 FT. 144.00 BALCONY = 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 LINE B FV-P UFT. - TOTAL D.L. 172.00 SHEAR = ((R-FH+F-FH+B-FH)x T/L1 316.65 WFT. USE PANEL - 8 ONESIDE 0- PLATE FORCESANCHOR = (RF-H+2F-FH+B-FH)X TI0 = 9 17 ~/f*bZ- 239 WFT. - NAILING USE: 2 X PLATE W/16d NAILS Q 9 IN. O.C. STAGGERED ANCHOR USE: . 2 X PLATE W/ 1R"DIA. X 10 AB. Q 518 DIA. X 10" A.B. @ MINIMUM EMBEDMENT 7" INTO CONCRETE - 39 IN. O.C. OR 49 IN. O.C. UPLIFT/DOWNTHRUST O.T.M. =(FIxhZ/MPW)+(F2xhl/MPW)= R.M. = PlxMPWY12 = NET UPLIFT = OTM-RM/MPW = HOLDOWN USE: HPAHD 22 hl = I 0 146 PI = TOTAL DU.85 = # 12= IdFT :T. - 8 ONE SIDE 2850 UFT. & c/ 1480 WFT. 2521 #FT. <.I R-FHXTxMPWILl = FORCE AT ROOF = F1 806.6667 WFT. 2F-FHxTxMPW/Ll = FORCE AT FLOOR = F2 e-, 618.2667 UFT. UPLIFT/DOWNTHRUST = 2521 UFT. USE: HPAHD 22 6 MPW = 5 FT. SIDE TO SIDE - LINE C FV= P #FT. TOTAL WALL (Tw) = 20.00 FT. ROOF = 2.00 FT. 34.00 LENGTH OF SHEAR WALL (Ll) = 20.00 FT. FLOOR = 2.00 Fr. 20.00 TRIBUTARY AREA (T) = 19.00 FT. INT.WALL= 18.00 FT. 144.00 MIN. PANEL WIDTH (MPW) = 8.00 FT. EXT.WALL= 0.00 FT. 0.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = 182.00 6Ib SHEAR = ((R-FH+F-FH+B-FH)x T/L1 406.1 1 UFT. USE PANEL e ONE SIDE Cj06 Y I*/* PLATE FORCESlANCHOR = (RF-H+2F-FH+B-FH)X T/(lW) = 500 awn. NAILING USE: 2 X PLATE W/16d NAILS Q 4 IN. O.C. STAGGERED ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10 A.B. Q 518" DIA. X 10 A.B. Q MINIMUM EMBEDMENT 7" INTO CONCRETE - 19 IN. O.C. OR 24 IN. O.C. UPLlFTlDOWNTHRUST O.T.M. =(FlxhUMPW)+(FZxhl/MPW)- R.M. = PIxMPWW2 = NET UPLIFT = OTM-RMIMPW = HOLDOWN USE: HD 5 A W14 X 4 P1 =TOTALDU.85= n 155 # 3655 UFT. 4950 NFT. 3036 UFT. <=t R-FHxTxMPWILl = FORCE AT ROOF = F1 1839.2 #FT. 2F-FHxTxMPWlLl = FORCE AT FLOOR = F2 <-I 1409.648 UFT. 1 UPLIFf/DOWNTHRUST = 3036 #/FT HD 5 A W14 X 4 MPW = a FT SIDE TO SIDE - LINE D FV-P #FT. TOTAL WALL (TW) = 26.00 FT. ROOF = 6.00 FT. 102.00 LENGTH OF SHEAR WALL (Ll) 20.00 Fr. FLOOR = 0.00 FT. 0.00 TRIBUTARY AREA 0 = 15.00 FT. INT.WALL= 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 19.00 FT. EXT.WALL= 9.00 FT. 72.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = 90.00 QL- SHEAR = ((R-FH+F-FH+&FH)x TlLl 320.61 UFT. USE PANEL - 8 ONE SIDE 304 WFT. j v If Mw PLATE FORCES/ANCHOR = (RF-H+2F-FH+&FH)X T/(TW) = - NAILING USE: 2 X PLATE W/16d NAILS @ - 7 IN. O.C. STAGGERED ANCHOR USE. 2 X PLATE W/ 1/2”DIA. X 10” A.B. Q 518” DIA. X IO” AB. Q MINIMUM EMBEDMENT 7” INTO CONCRETE - 31 IN. O.C. OR - 39 IN. O.C. UPLIFT/DOWNTHRUST O.T.M. =(Flxh2/MPW)+(F2xhl/MPW)= R.M. = PlxMPWA2/2 = NET UPLIFT = OTM-RMIMPW = HOLDOWN USE: HPAHD 22 P1 =TOTALDU.85= 1 77 # U 2885 #/FT 13808 #/FT. 2159 #/FT. <=i R-FHxTxMPW/Ll = FORCE AT ROOF = F1 3448.5 WFT. 2F-FHxTxMPW/Ll = FORCE AT FLOOR = F2 <-I 2643.09 WFT. 8 ONE SIDE UPLIFT/DOWNTHRUST = 2159 MFT. USE: HPAHD 22 MPW = 19 FT. LATERAL FORCE ANALYSIS PROJECT: KALIKI RESIDENCE PLAN 2 ARLAND ROAD CARLSBAD, CA 92008 WEIGHT OF: CON TILE ROOF = 17.00 PSF EXT. WALL = FLOOR = 10.00 PSF INT. WALL = CONC. WALL = 0.00 PSF BALCONY = HEIGHT OF: EAVE = 19.00 FT. h3 = 19.00 FT. FLOOR = 9.00 FT. h2 = 9.00 FT. BASE = 0.00 FT. hl = 2.25 FT. FORCES: FRONTBACK AT ROOF: SEISMIC ROOF 60.00 1 .oo EXT. WALL 4.50 2.00 INT. WALL 4.50 2.00 LENGTH NUMBER WIND: HEIGHT: #/ S.F. 11 .oo 22.00 AT FLOOR: SEISMIC FLOOR 58.00 I .oo EXT. WALL 9.00 2.00 INT. WALL 9.00 2.00 BALCONY 0.00 0.00 CONC.WALL 0.00 0.00 -- LENGTH NUMBER WIND: HEIGHT: #! S.F. 10.00 22.00 DATE: u2/0 1 15.00 PSF 8.00 PSF 10.00 PSF ROOF = 60.00 FT. FLOOR = 58.00 FT. #I SF V-CVIIRTXW #/FT 17.00 0.174 177.48 15.00 0.174 23.49 8.00 0.174 - 12.53 TOTAL 213.50 #/FT - - 242.00 WFT. #I SF V-CVIIRT~W 10.00 0.174 15.00 0.174 8.00 0.174 10.00 0.174 0.00 0.174 TOTAL #/FT 100.92 46.98 25.06 0.00 o.00 172.96 WFT. 220.00 #In. AT BASE: SEISMIC FLOOR 58.00 0.00 10.00 0.174 0.00 EXT. WALL 4.50 2.00 15.00 0.174 23.49 INT. WALL 4.50 2.00 8.00 0.174 12.53 LENGTH NUMBER #/ SF V-CVIIRTXW #/FT CONC.WALL 0.00 0.00 0.00 0.174 - 0.00 TOTAL 36.02 #/FT. 4.50 22.00 = 99.00 #/FT. WIND: HEIGHT: #I S.F. PROJECT: KALlKl RESIDENCE PLAN 2 ARLAND ROAD CARLSBAD, CA 92008 DATE: 21210 1 LATERAL FORCE DISTRIBUTION WIND GOVERNS - DISTRIBUTION FOR INFORMATION ONLY FORCES: FRONTIBACK FORCE/ ACCUMULATED PLACE WX#/FT hXFT. ~XWXFW MX % WX#IFT WX#R AT ROOF 242.00 19.00 4598.00 0.72 370.56 370.56 AT FLOOR 172.96 9.00 1556.60 0.24 125.45 496.00 AT BASE 99.00 2.25 222.75 0.03 17.95 513.96 513.96 6377.35 1.00 513.96 an-=- P @---I PROJECT: KALIKI RESIDENCE PLAN 2 DATE: ARLAND ROAD, CARLSBAD, CA 2/2/01 SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FH WFT. FRONT TO BACK ROOF = 17.00 PSF hl = 9.00 AT ROOF = 242.00 (R-FH) FLOOR - 10.00 PSF h2 = 19.00 AT 2-FLR = 172.96 (2F-FH) EXT.WALL= 15.00 PSF h3 = 2.25 ATBASE= 99.00 (BFH) INT.WALL= 8.00 PSF BALCONY = 10.00 PSF CON.WALL= 0.00 PSF FRONT TO BACK - LINE 1 FV = P #IFT. TOTAL WALL (TW) = 50.00 FT. ROOF = 6.00 FT. 102.00 LENGTH OF SHEAR WALL (Ll) = 38.00 FT. FLOOR = 0.00 FT. 0.00 TRIBUTARY AREA (T) = 29.00 FT. INT.WALL= 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 8.00 FT. EXT.WALL= 9.00 FT. 135.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = s7.00 SHEAR = ((R-FH+(F-FH)x TR1 184.68 #IFT. USE PANEL ZONESIDE 8 PLATE FORCES/ANCHOR = (RF-H+ZF-FH)X T/(TW) = NAILING USE: 2 X PLATE WI16d NAILS @ /$JX I*%{ - 12 IN. O.C. STAGGERED - .tScq*y - 241 #/FT. 55 IN. O.C. OR - 68 IN. O.C. Qk ( zc4' ANCHOR USE: 2 X PLATE WI 1I2"DIA. X IO" A.B. @ - 5/8 DIA. X 10" A.B. Q MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFTIDOWNTHRUST O.T.M. = R-FHxTxMWV/L~X~~ = 13297 #IFT 6446 #IFT R.M. = P1xMPWA2/2 = NET UPLIFT = OTWRMIMPW = 856 #/FT HOLDOWN USE: .- MSfl48 , P1 = TOTAL DLx.85 = 201 # r 7 ONE SIDE FT. - R-FHxTxMPWILl = FORCE AT ROOF 1477.474 # UPLIFTIDOWNTHRUST = 856 # - USE: MSTl48 MPW = 8 FT. FRONT TO BACK - LINE 2 FV=P #FT. TOTAL WALL (TW) = 25 00 FT ROOF = 6.00 Fr 102.00 LENGTH OF SHEAR WALL (Ll) = 18 00 FT FLOOR = 0.00 Fr 0.00 TRIBUTARY AREA (T) = 29.00 FT I NT .WALL= 0.00 Fr 0.00 MIN PANEL WIDTH (MPW) = 5.00 FT EXT WALL= 9.00 Fr 135.00 BALCONY= 0.00 FT 0.00 CWALL = 0.00 FT 0 00 TOTAL D L = SHEAR = ((R-FH+(F-FH)x TR1 389 89 #IFT USE PANEL PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/(TW) = NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE WI 1/2"DIA X 10" A B @ 5/8"DIA X10"AB Q MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST 0 T M = R-FHxTxMPWIL~X~~ = 17545 WT 2518 #IFT 3005 #FT R M = P1xMPWA2/2 = NET UPLIFT = OTM-RMIMPW = MST 48 WI 4 X 4 P1 = TOTAL DLx 85 = 201 # HOLOOWN USE - R-FHxTxMFW/Ll= FORCE AT ROO 1949.444 # UPLlFTlOOWNTHRUST = 1 v MST 48 WI 4 X 4 MPW = 5 FT STOP HERE FOR FRONT TO BACK PROJECT: KALlKl RESIDENCE PLAN 2 ARLAND ROAD, CARLSBAD, CA l hl = 9 FT DATE: 2/2/01 ~F-FHxTxMPWILI = FORCE AT FLOOR = F2 716.5486 WFT. - 8 ONE SIDE UPLIFT/DOWNTHRUST = 2559 WFT USE: HPAHD 22 BASE SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FH #ET. FRONT TO BACK ROOF = 17.00 PSF hl = 9.00 AT ROOF = 242.00 (R-FH) FLOOR - 10.00 PSF h2 = 19.00 AT 2-FLR = 172.96 (ZF-FH) EXT.WALL= 15.00 PSF h3 = 2.25 ATBASE= 99.00 (B-FH) INT.WALL= 8.00 PSF BALCONY = 10.00 PSF CON.WALL= 0.00 PSF FRONT TO BACK - LINE 1 FV=P WFT. TOTAL WALL (TW) = 50.00 FT. ROOF = 6.00 FT. 102.00 LENGTH OF SHEAR WALL (Ll) = 35.00 FT. FLOOR = 9.00 FT. 90.00 MIN. PANEL WIDTH (MPW) = 5.00 FT. U(T.WALL= 18.00 FT. 144.00 BALCONY = 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TRIBUTARY AREA (T) = 2800 FT. INT.WALL= 0.00 FT. 0.00 TOTAL D.L. = 252.00 SHEAR = ((R-FH+F-FH+B-FH)x T/L1 343.82 WFT. USE PANEL - 8 ONESIDE PLATE FORCESANCHOR = (RF-H+2F-FH+B-FH)X T/(TW) = - 298 UFT. NAILING USE: 2 X PLATE W/16d NAILS Q 7 IN. O.C. STAGGERED 32 IN. O.C. OR 40 IN. O.C. ANCHOR USE: 2 X PLATE W1 1/2DIA. X 10 A.B. Q - 5/8 DIA. X 10 AB. Q MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. =(FlxhP/MPW)+(F2xhl/MPW)= R.M. = PlxMPW"212 = NET UPLIFT = OTM-RM/MPW = HOLDOWN USE: HPAHD 22 3094 #/FT. 2678 #/FT. 2559 #/FT. <- R-FHxTxMPW/Ll = FORCE AT ROOF = F1 I 1002.571 WFT. MPW = 5 FT. r FRONT TO BACK - LINE 2 FV=P UFT. TOTAL WALL 0 = 20.00 Fr. ROOF = 6.00 FT. 102.00 LENGTH OF SHEAR WALL (Ll) = 11 .oo Fr. FLOOR = 2.00 FT. 20.00 TRIBUTARY AREA (T) = 29.00 FT. INT.WALL= 0.00 Fr. 0.00 MIN. PANEL WIDTH (MPW) = 5.00 FT. EXT.WALL= 18.00 FT. 144.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D.L. = 182.00 SHEAR = ((R-FH+F-FH+B-FH)x TIL1 1093.99 m. USE PANEL - 14 BOTH SIDES W16X4FR4Ml NO PLATE FORCESANCHOR = (RF-W2F-FH+B-FH)X T/CTW) = 745 m. NAILING USE: 2 X PLATE W/16d NAILS Q a IN. O.C. STAGGERED ANCHOR USE: - 13 IN. O.C. OR 3 IN. O.C. 2 X PLATE WI 112"DIA. X 10" A.B. Q 98" DIA. X 10" A.B. Q MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFTIDOWNTHRUST O.T.M. =(Flxh2/MPW)+(F2xhl/PW)= R.M. = PlxMPWA212 = HD 10A W14 X 6 NET UPLIFT = OTM-RWMPW = HOLWWN USE: hl = 9 u 155 #I P1 = TOTAL DU.85 = 9846 UFT. 1934 #/IT. 9459 UFT. R-FHxTXMPW/Ll= FORCE AT ROOF = F1 3190 m. 2F-FHXTxMPW/Ll= FORCE AT FLOOR = F2 <-I 2279.927 WFT. FT UPLIFTIWWNTHRUST = 9459 #FT. HD 10 AW14 X 6 MWV = 5 FT. E. . n c I I. * . 5ttEAR WALL SCHEDULE I .‘.- NORTH COUNTY COMPACTION ENGINEERING, INC. Jan Kalicki 262 Camino Calasia San Marcos, CA 92069 August 9,2001 Project No. CE-5659 Subject: Review of Grading and Foundation Plan and Near Source Factor Parcels No. 2 and 3 2778 Arland Road Carlsbad, California References: 1 .) “Preliminary Soils Investigation” prepared by North County Compaction Engineering, Inc. dated October 1 1, 1998 2.) “Report of Certification of Compacted Fill Ground” prepared by North County Compaction Engineering, Inc. dated December 18,2000 3.) “Foundation Plan” prepared by Jan Alexander Kalicki Architects 4.) Grading Plan by Conrad C. Hammann Jr. dated December 4, 1999 Dear Mr. Kalicki: Per the City of Carlsbad’s request, we have reviewed Referenced Plans No.’s 3 & 4 to determine conformance to our soils reports (Reference No.’s 1 & 2). in addition, we are presenting herein seismic design considerations required by the 1997 Uniform Building Code. Our review revealed that Project Plans Reference No.’s 3 & 4 were prepared in accordance with our Preliminary Soils Report (Reference No. 1). A statement of soil liquefaction is presented on page 3 of Reference Report No. 2. Seismic Design Considerations (Soil Parameters) A.) Soil Profile = SD (Table 16-J of the 1997 Uniform Building Code) B.) Type ‘B’ Fault (Rose Canyon) C.) Distance = 7 km (California Department of Conservation, Division of Mines and Geology [maps] in conjunction with Tables 16-S and 16-T of the I997 Uniform Building Code) P.O. BOX 302002 * ESCONDIDO. CA 92030 (760) 480-1116 FAX (760)741-6566 NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5659 Page 2 If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, North County COMPACTION ENGINEERING, INC. k& v onald K. Adams President Geotechnical E RKA:paj cc: (4) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. Jan Kalicki 262 Camino Calasia San Marcos, CA 92069 Subject: Report of Certification of Compacted Fill Ground Two (2) Proposed Single Family Dwellings Parcel 2 and 3 2778 Arland Road Carlsbad, California Dear Mr. Kalicki: December 18,2000 Project No. CE-5659 In response to your request, the following report has been prepared to indicate results of soil testing, observations, and inspection of earthwork construction at the subject site. Testing and inspection services were performed from November 17,2000 through December 1 1,2000. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent (90%). Therefore, we recommend construction continue as scheduled. Our firm was retained to observe grading operations with regard to current standard practices and to determine the degree of compaction of placed fill. Grading plans were prepared by Conrad C. Hammann Jr. of Carlsbad, California. Reference is made to our previously submitted report entitled, “Preliminary Soils Investigation”, dated October 1 1, 1998. Approximate locations and depth of filled ground and extent of earthwork construction covered in this report are indicated on the attached Plate No. One entitled, “Test Location Sketch”. Grading operations were performed in order to create two level building pads to accommodate the proposed single family dwellings. Should the finished pads be altered in any way, we should be contacted to provide additional recommendations. P. 0. BOX 302002 * ESCONDIDO, CA 92030 * (760)48@1116 FAX (760)741-6568 NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. 5659 Page 2 The site was graded in accordance with recommendations set forth in our previously submitted report. The site was graded to approximately conform to project plans. Actual pad size and elevation may differ. Finish grade operations are to be completed at a later date. LABORA TORY TESTING Representative soils samples were collected and returned to the laboratory for testing. The following tests were performed and are tabulated on the attached Plate No. Three. I. Optimum MoistureMaximum Density (ASTM D-1557) 2. Expansion Potential Test (FHA Standard) SOIL co NDITIONS Native soils encountered were silty-sands. Fill soils were imported and generated from on-site excavation. The building site contained a transition from cut to fill. However, cut areas located within the building area were over excavated a minimum of 3 feet and brought to grade with compacted soil. Over excavation was carried a minimum of 5 feet beyond the exterior building perimeter. Hence, no consideration need be given this characteristic. On-site soils were found to have an expansion index of 14 and are classified as being “very low” in expansion potential. During earthwork construction, native areas to receive fill were removed to firm native ground, scarified, watered, and compacted to a minimum of ninety percent (90%) of maximum density. Fill soils were placed, watered, and compacted in 6 inch lifts. To determine the degree of compaction, field density tests were performed in accordance with ASTM D-1556 or D-2922 at the approximate horizontal locations designated on the attached Plate No. One entitled, “Test Location Sketch”. A tabulation of test results and their vertical locations are presented on the attached Plate No. Two entitled “Tabulation of Test Results”. Fill soils found to have a relative compaction of less the ninety percent (90%) were reworked until proper compaction was achieved. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5659 Page 3 RECOMMENDATIONS AND CONCLUSIONS Continuous inspection was not requested to verify fill soils are placed in accordance with current standard practices regarding grading operations and earthwork construction. Therefore, as economically feasible as possible, part-time inspection was provided. Hence, the following recommendations are based on the assumption that all areas tested are representative of the entire project. 1.) Compacted fill and natural ground within the defined building areas have adequate strength to safely support the proposed loads. 2.) Slopes may be considered stable with relation to deep seated failure provided they are properly maintained. Slopes should be planted within 30 days with light groundcover (no gorilla ice plant) indigenous to the area. Drainage should be diverted away from the slopes to prevent water flowing on the face of slope. This will reduce the probability of failure as a result of erosion. 3.) In our opinion, soil liquefaction at the site is unlikely to occur due to the following on-site soils conditions: A). Groundwater was not encountered at the time of grading. B). Fill ground and loose topsoils were compacted to a minimum of ninety percent (90%) of maximum dry density. C). The dense nature of the formation underlying the site. 4.) Continuous footings having a minimum width of 12 inches and founded a minimum of 12 inches and 18 inches below lowest adjacent grade for one and two stories, respectively, will have an estimated allowable bearing value of 2000 pounds per square foot. 5.) Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of 8 feet. 6.) All foundations should be constructed in accordance with the recommendations presented in our Preliminary Soils Investigation dated October 11, 1998. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5659 Page 4 7.) Plumbing trenches should be backfilled with a non-expansive soil having a swell of less than two percent (2%) and a minimum sand equivalent of 30. Backfill soils should be inspected and compacted to a minimum of ninety percent (90%). 8.) Completion of grading operations were left at rough grade. Therefore, we recommend a landscape architect be contacted to provide finish grade and drainage recommendations. Drainage recommendations should include concrete sidewalks placed on all sides of structures a minimum of 4 feet in width and have a minimum fall of two percent (2%) away from foundation zones. To further protect water penetration of the zone, rain gutters should be installed to divert run-off. Landscape planter areas within 4 feet of the foundation should be avoided and/or designed with sealed bottoms and a drain system. 9.) Unless requested, recommendations for future improvements (additions, pools, recreation slabs, additional grading, etc.) were not included in this report. Prior to construction, we should be contacted to update conditions and provide additional recommendations. Prior to pouring of concrete, North County COMPACTION ENGINEERING, INC. should be contacted to inspect foundation recommendations for compliance to those set forth. Foundation recommendations presented in this report should be considered minimal. Therefore, we recommend the project architect and structural engineer review this report to assure recommendations presented herein will be suitable with regard to the type of construction planned. In the event a future swimming pool is constructed, we should be contacted to inspect the pool excavation to assure that adverse soil conditions do not exist. UNCERTAINTY AND LIMITATIONS In the event foundation excavation and steel placement inspection is required and/or requested, an additional cost of $170.00 will be invoiced to perform the field inspection and prepare a “Final Conformance Letter”. If foundations are constructed in more than one phase, $120.00 for each additional inspection will be invoiced. (Same applies for pool excavation inspections.) NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5659 Page 5 It is the responsibility of the owner andor his representative to carry out recommendations set forth in this report. San Diego County is located in a high risk area with regard to earthquake. Earthquake resistant projects are economically unfeasible. Therefore, damage as a result of earthquake is probable and we assume no liability. We assume the on-site safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA andor local agencies. If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, North County COMPACTION ENGINEERING, INC. 3N/E. Ronald K. Adams President nical Engmeer 0007 RKA:paj cc: (3) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. TABULATI( Test ## Date Horizontal Location N OF TEST RESUL TS Vertical Field Moisture Dry Density Soil Percent of Location % Dry Wt. LBCu.Ft. Type Compaction 2 3 4 5 6 7 11/22/00 8 9 10 11 11/27/00 12 13 14 15 16 11/28/00 17 18 19 11/29/00 20 11/30/00 21 22 23 12/01/00 24 25 26 27 12/04/00 28 29 12/05/00 30 31 32 12/07/00 33 34 35 12/11/00 36 37 38 REMARKS: Plate One 3, 9, ,7 L' " 168.0 158.5 160.5 160.5 162.0 161.0 162.0 161.0 162.0 161.0 162.0 162.0 163.0 162.0 161.0 162.0 163.0 166.0 166.0 168.0 167.0 170.0 168.0 168.0 170.0 159.0 159.5 169.0 169.0 169.0 170.0 171.0 171.0 172.0 RFG 172.0 RFG 164.0 RFG 164.0 RFG 07.7 11.8 11.4 14.4 14.6 13.7 14.4 15.3 14.0 08.7 09.7 08.9 08.8 09.2 08.9 09.9 10.1 15.1 11.7 11.2 10.8 08.4 08.1 09.2 09.8 09.7 10.3 07.9 09.1 08.9 11.7 11.2 10.9 09.0 10.7 08.1 07.7 RFG = Rough Finish Grade *Test No. 20 is a retest of Test No. 19 116.6 117.8 120.2 1 17.2 119.6 117.8 119.7 117.6 1 18.2 123.4 127.6 124.2 126.4 124.7 117.7 125.5 124.4 113.0 119.6 123.3 120.4 119.0 124.3 126.2 120.8 120.7 1 19.4 120.9 121.8 126.8 117.3 116.0 118.2 117.8 116.2 120.1 119.0 1 I I1 1 I1 I n I I 11 I1 II I1 I I1 11 I I I1 1 I I I I 11 11 1 1 I III III 111 111 HI I1 II n 90.1 91 .O 91 .O 90.5 90.6 91.0 90.6 90.8 91.3 93.4 96.6 94.0 95.7 94.4 90.9 95.0 94.2 87.3* 92.4 93.4 93.0 91.9 96.0 97.5 93.3 91.4 90.4 92.3 93.0 96.7 94.2 93.1 94.9 94.6 93.3 90.9 90.1 PROJECT NO. CE-5659 PLATE NO. TWO NORTH COUNTY COMPACTION ENGINEERING, INC. .’ f TABULATION 0 F TEST RESU LTS OPTIMUM MO ISTUREMAXIMUM D ENSITY SOIL DESCRIPTION TYPE MAX. DRY DENSITY OPT. MOISTURE JLB. CU. FT) I% DRY WT) Orange Brown Silty-Sand I 129.4 10.6 Brown Silty-Sand n 132.0 08.8 White Silty-Sand with Binder (Import) 111 124.5 11.8 EXPANSION POTENTIAL SAMPLE No. I TI CONDITION Remold 90% Remold 90% INITIAL MOISTURE (%) 10.2 11.8 AIR DRY MOISTURE (%) 6.1 9.1 FINAL, MOISTURE (%) 14.9 20.0 DRY DENSITY (PCF) 116.5 112.1 LOAD (PSF) 150 150 SWELL (%) .ooo 1.4 EXPANSION INDEX 0 14 PROJECT NO. CE-5659 PLATE NO. THREE NORTH COUNTY COMPACTION ENGINEERING, INC. PRELIMINARY SOILS INVESTIGATION FOR THREE PROPOSED SINGLE FAMILY DWELLINGS 2778 ARLAND ROAD CARLSBAD, CALIFORNIA PREPARED FOR: 262 ?arnko Calasia San Marcos, CA 92069 October 11, 1998 Project No. CE-5659 P.O. BOX 302002 * ESCONDIDO, CA 92030 (760) 480-1 116 NORTH COUNTY COMPACTION ENGINEERING, INC. October 11, 1998 Project No. CE-5659 Jan Kalicki 262 Camino Calasia San Marcos, CA 92069 SUBJECT: Three Proposed Single Family Dwellings 2778 Arland Road Carlsbad, California In response to your request, we have performed a Preliminary Soils Investigation for the subject project. The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly, our investigation revealed favorable soil conditions and in our opinion, the site is suitable for the proposed development, provided recommendations set forth in the attached report are adhered to. If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, North County COMPACTION ENGINEEMNG, INC. uk- Ronald K. Adams President RKA:kla cc: (3) submitted (2) filed P.O. BOX 302002 * ESCONDIDO, CA 92030 (760) 480-1 116 NORTH COUNTY COMPACTION ENGINEERING, INC. TABLE OF CONTENTS 1. Purpose and Scope 2. 3. Field Investigation 4. Soil Conditions 5. Laboratory Soil Testing 6. Recommendations and Conclusions A. Grading B. Foundations C. Slopes D. Retaining Walls E. Estimated Paving Section F. Review of Grading Plan Location and Description of Site 7. Uncertainty and Limitations APPENDIX Appendix A: Exploration Legend 2% Unified Soil Classification Chart Plate No. One Plate No. Two through Four Plate No. Five Test Pit Location Plan Exploration Logs Tabulation of Test Results Page 1 1 1 2 2 2 3 4 5 5 5 6 6 Appendix B : Recommended Grading Specifications NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5659 Page 1 1. PURPOSE AND SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed single family dwellings. The scope of the investigation was to: A. Determine the physical properties and engineering characteristics of the surface and subsurface soils. B. Provide design information with regard to grading, site preparation, and foundation design of the proposed structure(s). 2. LOCATION AND DESCRIPTION OF SITE The site is located at 2778 Arland Drive in the City of Carlsbad, California. The .5 acre trapezoidal shaped lot is bordered by single family dwellings to the northwest, northeast, and southeast, and Arland Road to the west. Site topography at the property consists of predominately flat terrain sloping gently downhill from Arland Road to the north property corner. Parcel No. One is presently occupied by 2 single family dwellings that are generally landscaped with walkways, garden walls, fences, lawns, and medium to large trees and shrubs. Shallow fill soils behind garden walls and planters were also apparent. Parcels No.’s Two and Three are utilized as the back yard area of Parcel One and are occupied with a play area (swing set, slide, tree house, etc). Vegetation on Parcels Two and Three consist of recently mowed native grasses and small to medium size shrubs and trees. 3. FIELD INVESTIGATION The field investigation was performed on September 23, 1998 and included an inspection of the site and the excavation of three exploratory trenches, with a backhoe to depths of 10 feet. Location of test pits are shown on the attached Plate No. One, entitled “Test Pit Location Plan”. As excavation proceeded, representative bulk samples were collected. In place natural densities and moisture contents were determined at different depths in the excavations and are included on Plate No.’s Two through Four. Subsequent to obtaining soil samples, our exploratory excavations were backfilled. NORTH COUNTY COMPACTION ENGINEERING, INC. Page 2 4. SOIL CONDITIONS Loose surficial soils (silty-sands) consisting of old fill and/or plowed ground were found to be 2 % feet, 2 feet, and 2 % feet in depth in Test Pit No.’s One through Three, respectively. Underlying native soils to depths explored were comprised of medium dense to dense silty-sands of the Coastal Terrace Deposit. On-site soils were found to have an expansion index of less than 5 and are classified as being ‘very low’ in expansion potential. Groundwater was not encountered at the time of our investigation, nor did caving of exploratory trenches occur. In addition, due to the dense nature of the underlying formation at the site, it is our opinion, soil liquefaction is unlikely to occur in the event grading is perfonned in accordance with the recommendations set forth in this report. 5. LABORATORY SOIL TESTING All laboratory test were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: A). Optimum Moisture & Maximum Density (ASTM D-1557) B). Direct Shear (Remold) (ASTM D-3080) C). Sieve Analysis (ASTM D-421) D). Field Density & Moisture (ASTM D-1556) E). Expansion Potential (FHA Standard) Test results are tabulated on the attached Plate No.’s Two through Five, entitled “Exploration Log” and “Tabulation of Test Results”. 6. RECOMMENDATIONS AND CONCLUSIONS General It is our understanding, the proposed dwellings will consist of wood frame construction utilizing slab on grade foundations. In our opinion, the site is suitable for the three proposed single family dwellings. Recommendations presented in this report should be incorporated into the planning, design, and construction phases of the subject project. NORTH COUNTY COMPACTION ENGINEERING, INC. Page 3 6A. Grading General It is our understanding cut/fill earthwork construction will be performed to construct three level building pads to accommodate the proposed dwellings All grading should be performed in accordance with the City of Carlsbad Grading Ordinance and the Recommendations/Specifications presented in this report. Subsequent to site demolition, loose surficial soils (plowed ground/old fill), as indicated on the attached Plate No’s Two through Four, should be undercut or removed to firm native ground and recompacted in accordance with the attached Appendix ‘B’ entitled “Recommended Grading Specifications”. Firm native ground may be determined as undisturbed soil having an insitu density of greater than ninety percent (90%) of maximum dry density. We should be contacted to document firm native ground is exposed and properly prepared prior to filling. Prior to constructing fill slopes, shear keys should be excavated a minimum of 2 feet into firm native ground, inclined back into slope, and have a minimum width of 15 feet. We should be contacted to document keyways were properly constructed prior to placing fill. Natural terrain steeper than an inclination of 5: 1 (horizontal to vertical units), should be benched (stair-stepped) to provide a stable bedding for subsequent fill. Sizing of benches should be determined by the Soils Engineer or his representative during grading. All fill soils generated from earthwork construction should be placed in conformance with the attached Appendix ‘B’ entitled, “Recommended Grading Specifications”. In the event soils will be imported, they should be non-expansive (less than 2% swell) and granular by nature, having strength parameters equal to or greater than the prevailing on-site soils. We should be contacted to inspect ador test imported soils prior to hauling then on-site to assure they will be suitable for the proposed construction. Particles of asphalt and concrete debris, having a diameter of greater than 6 inches, will not be suitable fill material and should be separated from fines during grading and hauled off-site. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in place. Trench lines should be recompacted in accordance with Appendix ‘B’. It is highly probable the proposed structures will be traversed by a transition from cut to fill. Therefore, to reduce structural damage occurring from foundations bearing on two different soil types, the following measure should be employed: NORTH COUNTY COMPACTION ENGINEERING, INC. Page 4 It is recommended the cut side of the transitional areas be removed to a depth of 1 foot below the bottom of the deepest proposed footing and brought back to grade with properly compacted fill. This will allow the proposed structures to bear entirely on a compacted fill mat, thus reducing the probability of differential settlement. The removal area should extend under and a minimum of 5 feet beyond the proposed dwellings. 6B. Foundations General On-site soils are comprised of non-expansive sandy soils with above average strength parameters. Therefore, conventional foundations may be utilized, provided the aforementioned Grading Recommendations are adhered to. For One-Story Construction: Continuous footing having a minimum width of 12 inches and founded a minimum depth of 12 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. For Two-Story Construction: Continuous footings should have a minimum width of 15 inches and be founded a minimum depth of 18 inches below lowest adjacent grade. Isolated square footings having a diameter of 18 inches and founded a minimum depth of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Slabs should be a minimum of 4 inches thick and reinforced with 6 X 6, w 1.4 X w 1.4 welded wire mesh or #3 bars on 18 inch centers, both ways. Reinforcement should be placed near the center of the slab and extended through joints to provide a tension tie with perimeter footings. Welded wire mesh is a UBC approved method when properly placed. However, it is the past experience of this firm , wire mesh usually ends up in or below the bottom of the slab. Therefore, it is our opinion. #3 bars placed on 18 inch centers is a more effective method with regard to concrete slab reinforcement. Slab underlayment should consist of 4 inches of washed concrete sand with a visqueen moisture barrier installed at mid-point of sand (2 inches sand, visqueen, 2 inches sand). Sand should be tested in accordance with ASTM D-24 19 to insure a minimum sand equivalent of 30. NORTH COUNTY COMPACTION ENGINEERING, INC. Page 5 Foundation set-backs from top of slopes should be a minimum of 8 feet. If this cannot be achieved, footings near or on adjacent slopes should be founded at a depth such that the horizontal distance from the bottom outside edge of footing to the face of the slope is a minimum of 8 feet. 6C. Slopes Cut and compacted fill slopes constructed to maximum heights of 15 feet with maximum slope ratios of 2: 1 (horizontal to vertical units) will be stable with relation to deep seated failure, provided they are properly maintained. During grading, positive drainage away from top of slopes should be provided. Subsequent to completion of grading, slopes should be planted as soon as possible with light groundcover indigenous to the area. 6D. Retaining Walls For static conditions, the prevailing soils will have an allowable equivalent passive fluid pressure of 3 10 psf, increasing 3 10 psf per foot in depth. Allowable pressures assume walls are backfilled with a non-expansive sand a distance behind the wall equivalent to two-thirds the retained height. Allowable active pressures may be assumed to be equivalent to the pressure of a fluid weighing 44 pcf for unrestrained walls. These values assume a vertical, smooth wall, and a level, drained backfill. Should these conditions not be met, we should be contacted for new values. Allowable active pressures for restrained walls may be assumed to be equivalent to the pressure of a fluid weighing 44 pcf, plus an additional uniform lateral pressure of 8H. H=height of retained soils above top of wall footing in vertical feet. Allowable active pressures for retaining walls with 2: 1 inclinations of sloping surcharge may be assumed to be equivalent to a pressure of fluid weighing 63 pcf. The coefficient of friction of concrete to soil may be assumed to be .34 for resistance to horizontal movement. 6E. Estimated Paving Section Structural section for asphaltic paving for the proposed driveways and parking area are based on an estimated R-value of 50. The following section is provided for bid purposes only. Actual sections should be determined subsequent to completion of grading operations. NORTH COUNTY COMPACTION ENGINEERING, INC. ' f Page 6 Assumed Traffic Index = 4.5 (Light Vehicular Traffic) 2 inches of asphaltic paving on 4 inches of select base coarse on 6 inches of recompacted native subgrade. All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of California Business and Transportation Agency, Department of Transportation, Sections 39 and 26, respectively. Class I1 base material should have a minimum R-value of 78 and a sand equivalent of 30. All materials should be compacted to a minimum of ninety- five percent (9 5 %). Rigid Concrete Paving: 5 inches of concrete reinforced with #3 bars on 18 inch center, both ways, on 4 inches of Class I1 base material on 6 inches of recompacted native subgrade soil. NOTE: All concrete should have a minimum compressive strength of 3250 psi. All subgrade and base materials should be compacted to a minimum of ninety-five percent (95%). 6F. Review of Grading Plan Approved site and grading plans were not available at the time of our investigation. Therefore, upon their completion, we should review them to assure compliance with the recommendations presented in this report. 7. UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report, we should be contacted to provide their engineering properties. It is the responsibility of the owner and contractor to carry out recommendations set forth in this report. During our investigation of the subject site, evidence of faulting was not encountered. Subsequent to review of available geologic literature, we feel any faulting in the vicinity of the site may be classified as inactive. However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake. Earthquake proof projects are economically unfeasible. Therefore, damage as a result of earthquake is probable and we assume no liability. NORTH COUNn COMPACTION ENGINEERING, INC. Page 7 1.11 We assume the on-site safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies. Should you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, North County COMPACTION ENGINEERING, INC. M- Ronald K. Adams President RKA:kla cc: (3) submitted (2) filed NORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LEGEND UNIFIED SOIL CLASSIFlCATION CHART SOIL DESCRIPTION GROUP SYMBOL 1. COARSE GRAINED: More than half of materlal is larqer than No. 200 sleve slze. GRAVELS CLEAN GRAVELS More than half of coarse frnctlon is largor than No. 1 sieve slze, but smaller than 3”. GRAVELS WITH FINES (appreclable amount of fines) SANDS CLEAN SANDS Ethan half of coarse fractlon Is smaller than No. 4 sieve size. SANDS WITH FINES (appreclable amount of flnes) 11. FINE GRAINED: More than half of materlal Is smaller than No. 200 sieve size. SILTS AND CLAYS Liquid Llmit less than 50 SILTS AND CLAYS Liquid Limit greater than 50 ti I GII LY ORGAN IC SO1 LS GW GP GM GC sw SP SM sc ML CL OL MH Ctl OH PT TYPICAL NAMES Well graded gravels, gravel- sand mixtures, llttle or no flnes. Poorly graded gravels, gravel sand mixtures, little or not fines. Silty gravels, poorly graded gravel-sand-sllt mixtures. Clayey gravels, poorly graded g r a v c 1 -sand , c 1 ay in 1 x t u r e s . Well graded sand. gravelly sands, little or no flnes. Poorly graded sands, gravelly sands, little or no fines. Sllty sands, poorly graded sand and silt mixtures. Clayey sands, poorly graded sand and clay mixtures. Inorganlc sllts and very fine sands, rock flour, snndy silt or clayey-silt-sand nilxturcs with sllght plasticity. Inorganic clays of low to med- ium plasticity. gravelly clnys lean clays. Organic silts and organic silty clays of low plasticity. Inorganlc silts, micaceous or diatomaceous find snndy or silty soils, elastic sllts. Inorganic clays of high plas- ticity. fat clays. Organic clays of medium to hlgh plastlcity. Pcat and other highly organic soils. US - Undisturbed, driven ring sample or tube sample CK - Undisturbed chunk sample BG - Bulk sample v -- ~ Water level at time of excavation or as indicated APPENDIX ‘A’ NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING G INSPECTION SERVICES TEST PIT LOCATION PLAN I THREE PROPOSED SINGLE ' FAMILY DWELLINGS 2778 ARLAND ROAD CARLSBAD, CALIFORNIA PROJECT NO. CE-5659 PLATE NO. ONE NORTH COUNTY COMPACTION ENGINEERING, INC. 'f EXPLORATION LOG I PROJECT NAME: ARLAND RD. CARLSBAD DATE LOGGED: 09/23/98 Depth (Feet) 1- 2- 3- 4- 5- ELEVATION: EXISTING GRADE TEST PIT NO. ONE Sample Type CK BG Dry (PCf) Density 117.5 Moisture Content (W 7.6 Passing #200 Sieve 17.5 - Sample Depth 3' NO. CE-5659 Description & Remarks BROWN, DRY, LOOSE SILTY-SAND. (FILLELOWED GROUND) ORANGE BROWN, HUMID, DENSE, SILTY-SAND. (FIRM NATIVE) BOTTOM OF TEST PIT PLATE NO. TWO NORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LOG PROJECT NAME: ARLAND RD. CARLSBAD ELEVATION: EXISTING GRADE TEST PIT NO. TWO DATE LOGGED: 09/23/98 Depth (Feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- - - Sample Type CK CK 123.1 119.5 Moisture Content (W 5.4 9.1 Passing #200 Sieve 18.1 - Sample Depth 2' 8' Soil Class Description & Remarks BROWN, DRY, LOOSE SILTY-SAND. (FILLPLOWED GROUND) ORANGE BROWN, HUMID TO MOIST, DENSE SILTY-SAND. (FIRM NATIVE) BOTTOM OF TEST PIT. PROJECT NO. CE-5659 PLATE NO. THREE NORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LOG PROJECT NAME: ARLAND RD, CARLSBAD DATE LOGGED: 09/23/98 ELEVATION: EXISTING GRADE TEST PIT NO. THREE F (Feet) I 2- 3- 4- 5- 6- 7- 8- 9- 10- Sample Twe CK Dry (PCO Density 121.5 Moisture Content (%) 7.7 Passing #200 Sieve 19.0 Sample Depth 4' Soil Class SM - SM Description & Rematks BROWN, DRY, LOOSE SILTY-SAND. (FILLPLOWED GROUND) ORANGE BROWN, HUMID, DENSE, SILTY-SAND. (FIRM NATIVE) BOTTOM OF TEST PIT. PROJECT NO. CE-5659 PLATE NO. FOUR NORTH COUNTY COMPACTION ENGINEERING, INC. 2 OPTIMUM MOISTUREMAXIMUM DENSITY SOIL DESCRIPTION TYPE MAX. DRY DENSITY OPT. MOISTURE {LB. CU. FT) 1% DRY WT) Orange Brown Silty-Sand 129.4 10.6 SAMPLE NO. , CONDITION INITIAL MOISTURE (%) AIR DRY MOISTURE (Yo) FINAL MOISTURE (%) DRY DENSITY (PCF) LOAD (PSF) SWELL (%) EXPANSION INDEX SAMPLE NO. CONDITION ANGLE INTERNAL FR CTIC EXPANSION POTENTIAL P1@3' Remold 90% 10.2 06.1 14.9 116.5 150 .ooo Less Than 5 DIRECT SHEAR P1@3' Remold 90% 27 COHESION INTERCEPT (PCF) 190 PROJECT NO. CE-5659 PLATE NO. FIVE NORTH COUNTY COMPACTION ENGINEERING, INC. RECOMMENDED GRADING SPECIFICATIONS (General Provisions) 1. INTENT The intent of these specifications is to provide procedures in accordance with current standard practices regarding clearing, compacting natural ground, preparing areas to receive fill, and placing and compacting of fill soil to the lines , grades, and slopes delineated on the project plans. Recommendations set forth in the attached “Preliminary Soils Investigation” report or special provisions are a part of the “Recommended Grading Specifications” and shall supercede the provisions contained hereinafter in case of conflict. 2. INSPECTION & TESTING A qualified Soils Engineer shall be employed to inspect and test the earthwork in accordance with these specification and the accepted plans. It will be necessary that the Soils Engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the Soils Engineer and to keep him appraised of work schedules, changes, new information and dates, and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soils, adverse weather, poor moisture control, inadequate compaction, etc.) Are encountered, the Soils Engineer will be empowered to either stop construction until conditions are remedied or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing and Materials (ASTM) test methods: *Maximum Density & Optimum Moisture Content (ASTM D-1557-78) * Density of Soil In-Place (ASTM D-1556 or ASTM D-2922 & 3017) 3. MATERIALS Those soils used as fill will have a minimum of forty percent (40%) passing a #4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over 6 inches in size. Should unsuitable material be encountered, the Soils Engineer will be contacted to provide recommendations. APPENDIX ‘B’ NORTH COUNTY COMPACTION ENGINEERING, INC. 4. PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material in each layer. When moisture content of the fill material is below that recommended by the Soils Engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill materials is above that recommended by the Soils Engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified. 5. COMPACTION After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to not less than ninety percent (900/,) relative compaction. Compaction shall be by sheepsfoot rollers multiple-wheel pneumatic tired rollers or other types of rollers. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling each layer shall be continuous over it’s entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. The fill operation shall be continued in 6 inch compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the project plans. 6. WALL BACKFILL Backfill soils should consist of non-expansive sand, Compaction should be achieved with light hand-held pneumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of ninety percent (90%) of maximum density. 7. TRENCH BACKFILL All trench bacMill located within structural areas should be compacted to a minimum of ninety percent (90%) of maximum density. APPENDIX ‘B’ - 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.: 7h Project Description: A,If/, 1 Project Applicant t (Owner Name): L 1 rk; -Y - Building Type: - Residential: Number of New Dwelling Units I Square Feet of Living Area in New Dwelling /,2 3 I’ Second Dwelling Unit: Square Feet of Living Area in SDU $ J-OX L* Residential Additions: Net Square Feet New Area $>.y<b* 35 Commercial/lndustriaI: Feet Floor Area City Certification of Applicant Information: San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 7 10 Encinitas Blvd. Encinitas, CA 92024 (753-6491) aration (“Owner“) certifies under penalty of perjury that (1) the the Owner’s knowledge, and that the Owner will file an amended requests an increase in the number of dwelling units or square rmination of units or square footage is found to be incorrect, and ed project(s), or that the person executing this declaration is authorized to sian ow - Signature: Date: /L I‘ Y, - aday Avenud- Carlsbad, CA 92008-7314 0 (760) 602-2700 FAX (760) 602-8560 @ CARLSBAD UNIFIED SCHOOL DISTRICT 0 JEFFERSON ELEMENTARY 0 AVIARA OAKS ELEMENTARY CARLSBAD HIGH SCHOOL 0 MAGNOLIA ELEMENTARY ~AVMRA OAKS MIDDLE SCHOOL CARLSBAD VILLAGE ACADEMY 0 PINE SCHOOL PACIFIC RIM VALLEY JUNIOR HIGH SCHOOL c] KELLY SCHOOL 0 OTHER - ~ Receipt No. 10845 BUENA VISTA SCHOOL 17 HOPE SCHOOL . _.-- c FINANCIAL FREEDOM SERVICES 1021 KALlCKl ARLAND CONSTRUCTION 760-434-7850 1/16/02 % 901716213222 2375 JEFFERSON ST CARLSBAD, CA 92008 03-1 0-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JAN KALlCKl 497-7330 City of Carlsbad 1635 Faraday Av Carisbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR02277 2782 ARLAND RD CBAD PCR Status: ISSUED Lot#: 0 Applied: 10122/2002 Plan Approved: 0311 012003 Issued: 03/10/2003 $0.00 Construction Type: VN Entered By: RMA KALlCKl RES-ADD FRAMING OVER Inspect Area: FRONT ENTRY-ROOF Owner: ool.9 03/10/03 0002 01 02 CGP 420 00 Plan Check Revision Fee Additional Fees $420.00 $0.00 Total Fees: $420.00 Total Payments To Date: $0.00 Balance Due: $420.00 FINAL APPROVAL Instxxtor: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the ‘Imposition” of fees, dedications, reservations, or other exactions hereaffer collectively referred to as “feeslexactions.” You have 90 days from the date this permit was issued to protest imposition of these feedexactions. 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 feeslexactions 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 feeslexactions of which vou have oreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has oreviouslv otherwise exoired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Business Name (at this address) Le51 Description Lot No. Subdivision NamdNumber Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use FOR OFFICE USE ONLY PLAN CHECK NO. (9x2 77 EST. VAL. Plan Ck. Deposit Date 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 Code1 or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars I$50011. Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City StateKip Telephone State License # 0 of the work for which this permit is issued. 0 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 [SlOOl OR LESS) 0 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 end attorney's fees. 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 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 I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 1, 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 improveqents are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of.proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. - +% I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I havd contracted (hired) the following persons to provide the work indicated (include name I address I Dhone number I type -. of work): PROPERTY OWNER SIGNATURE DATE @rnd Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT'S SIGNATURE - EsGil CorDoration In Bartncrsfiip witfi Govemmcnt for Suifiiiing Safety DATE: March 6, 2003 JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: PCR 02-277(01-2068.rev2) SET: N PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: Front Entry Roof Addition 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 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. The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 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. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: 1) FYI FOR THE CITY STAFF: SHEET S-3.1 SHOWS STRUCTURAL ELEMENTS THAT MAY BE DIFFERENT THAN WHAT WAS BUILT. 2) PLEASE HAVE THE ENGINEER ATTACHED SHEET S3.1(INCLUDED WITH THIS PACKAGE) TO THE CITY’S SET II. By: Bert Doming0 Enclosures: Esgil Corporation 0 GA [7 MB 0 EJ 0 PC Log tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil CorDoration In Partnership with Government for Building Safety DATE: February 4,2003 JURISDICTION: Carlsbad 0 EVIEWER 0 FILE PLAN CHECK NO.: PCR02-277(01-2068,rev2) SET: I11 PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: Front Entry Roof Addition for Kalicki 0 0 0 w 0 w 0 w 0 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: Kalicki 262 Camino Calafia, San Marcos, CA 92069 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: Kalicki Date contacted: 3 I qlr3 5 (by: vx ) REMARKS: Telephone #: (760) 497-7330 Fax #: Mail delephone/ Fax In Person By: Bert Doming0 Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1 /29/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCR02-277(01-2068,rev2) February 4,2003 RECHECK PLAN CORRECTION LIST JURlSDl CTl ON: Carlsbad PLAN CHECK NO.: PCR02-277(01- 2068,rev2) PROJECT ADDRESS: 2782 Arland Road SET: I11 DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/29/03 DATE RECHECK COMPLETED: February 4,2003 REVIEWED BY: Bert Doming0 I 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. A. Please make all corrections on the original tracings and submit(see plan correction below) new sets of prints to: JURISDICTION B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad PCR02-277( 0 1-2068,rev2) February 4,2003 1. 0 PLANS 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). This will be checked when all the items below are met, 3. 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). This will be checked when all the items be low are met, 0 MISCELLANEOUS 6. Please submit complete calculations of the revision vertically and laterally. This revision may affect the other structural elements vertically and laterally from the roof to the foundation and egress and lighting and ventilation of adjacent rooms. a) The calculations recommended roof rafters but not reflected on the framing plan. THE CALCULATIONS R ECOMMENDED 2x6 RAF TERS BUT THE PLAN. SHOWS DIFFERENTLY. d) Per the last meeting, the question was raised as to how the framing system would be done above the walkway area from the stairs to meet the required 7’ head clearance. This was not address in this submittal. With this condition, the submitted analysis may not be applicable. THE NEW FRAMING PLA N AND SECTION STILL NOT CLEAR HOW THE ROO F SYSTEM WOULD BE SUPPORTE D, THE ANALYSIS OF THE ROOF SYS TEM IS TE NSION COMPRESSION METHOD BUT THE FRAMING PLAN SEEMS NOT COM PATIBLE WITH THE CALCUL ATION SU B M ITTE D Carlsbad PCR02-277(01-2068,rev2) February 4,2003 a. 9. IO. How would this new roof tied to the main building. No response. Please show how the peak connection of the hips would be supported. Please submit analysis, Please see item 6 above. it was suggested before to have a meeting with the engineer of work. This time, in the interest of public safety a meeting is necessary. WE HAD A LOT OF MEETINGS ALREADY FOR THIS REVISION. PLEASE RESPON D TO TH E ABOVE CORRECTIONS FOR ANYBODY TO UNDERSTAND THE INTENT OR WHATWAS BUILT AT THF SITE, 11, THE DECK TRUSS DETAIL WAS FAX TO TH IS OFFICE ON 1/30/03 BUT, SEEMS NOT COMP ATIBLE TO THE FRAM ING PLAN. 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 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 Bert Doming0 at Esgil Corporation. Thank you. EsGil - Corporation In Partnership with $wcrnment for buiUhy Safety DATE: December 13,2002 J U RI SD I CTI ON : Carlsbad PLAN CHECK NO.: PCR02-277(01-2068,rev2) SET: I1 PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: Front Entry Roof Addition for Kalicki 0 0 w w El 0 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: Kalicki 262 Camino Calafia, San Marcos, CA 92069 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: Kalicki Date contacted: 1: I v d t (by: REMARKS: By: Bert Doming0 Enclosures: Telephone #: (760) 497-7330 ) Fax #: cJpc\ 15 3 I. 9 qb Mail /Telephone J Fax 1 In Person Esgil Corporation 0 GA MB EJ PC 12/4/02 0 FILE trnsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 4 (858) 560-1468 Fax (858) 560-1576 Carlsbad PCR02-277(01-2068,rev2) December 13,2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad 2068,rev2) PLAN CHECK NO.: PCR02-277(01- PROJECT ADDRESS: 2782 Arland Road SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/4/02 I DATE RECHECK COMPLETED: December 13,2002 11 REVIEWED BY: Bert Domiago 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. A. Please make all corrections on the original tracings and submit(see plan correction below) new sets of prints to: JURISDICTION B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad PCR02-277(01-2068,rev2) December 13, 2002 1. 2. 3. 4. 5. 6. PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: I. Deliver all corrected sets of plans and calculationslreports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculationdreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationslreports 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). This will be checked when all the items below are met. 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). MISCELLANEOUS It is not clear how this revision be done considering the installation of a spiral stairs under revision I to the roof. Please see item 6 below. To understand fully the intent of this revision, please show sections thru reflecting the relative location of the roof, floor and the foundation. Please see item 6 below. Please submit complete calculations of the revision vertically and laterally. This revision may affect the other structural elements vertically and laterally from the roof to the foundation and egress and lighting and ventilation of adjacent rooms. a) plan. The calculations recommended roof rafters but not reflected on the framing b) The size of the hip rafters also not shown. c) Per code the hip rafters should be at least one size larger than the rafters. Carlsbad PCR02-277( 0 1 -2068,rea) December 13,2002 d) Per the last meeting, the question was raised as to how the framing system would be done above the walkway area from the stairs to meet the required 7’ head clearance. This was not address in this submittal. With this condition, the submitted analysis may not be applicable. e) Please clarify the plywood gusset at the midspan(CL) of the hip rafters. f) Uplift was not considered in the analysis. 8. How would this new roof tied to the main building. No response. 9. Please show how the peak connection of the hips would be supported. Please submit analysis. Please see item 6 above. IO. it was suggested before to have a meeting with the engineer of work. This time, in the interest of public safety a meeting is necessary. 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; 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 Bert Doming0 at Esgil Corporation. Thank you. . EsGil Corporation DATE: November 1,2002 JURISDICTION: Carlsbad PLAN CHECK NO.: PCR02-277(01-2068,rev2) SET: I PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: Front Entry Roof Addition for Kalicki 0 APPLICANT (fA%2"IEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: Kalicki 262 Camino Calafia, San Marcos, CA 92069 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: Kalicki Date contacted: I 1 /q/oZ (by: REMARKS: Telephone #: (760) 497-7330 ) Fax #: [?bo) s?/.?V69 Mail delephone/ Fax/ In Person By: Bert Doming0 Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 10/23/02 tmsmtl.dot 9320 Chesaueake Drive. Suite 208 + San Dieeo. California 92123 4 (8.58) 560-1468 + Fax (858) 560-1576 Carlsbad PCR02-277(01-2068,rev2) November 1,2002 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO. : PCRO2-277( 0 1-2068,rev2) PROJECT ADDRESS: 2782 Arland Road FLOOR AREA: 240 SQ. FT. JURISDICTION: Carlsbad STORIES: TWO HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/23/02 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bert Doming0 I COMPLETED: November 1,2002 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 taws 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 speed UP the recheck process, please note on this list (or a CODV) 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. Carlsbad PCR02-277(0 1-2068,rev2) November 1,2002 1. 2. 3. 4. 5. 6. 7. 8. 9. IO. PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). MISCELLANEOUS It is not clear how this revision be done considering the installation of a spiral stairs under revision I to the roof. To understand fully the intent of this revision, please show sections thru reflecting the relative location of the roof, floor and the foundation. Please submit complete calculations of the revision vertically and laterally. This revision may affect the other structural elements vertically and laterally from the roof to the foundation and egress and lighting and ventilation of adjacent rooms. Please reflect on the elevations of the building this revision. How would this new roof tied to the main building. Please show how the peak connection of the hips would be supported. Please submit analysis. Please submit the only sheets that were affected by this revision. Carlsbad PCR02-277(01-2068,rev2) November 1,2002 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; 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 Bert Doming0 at Esgil Corporation. Thank you. Carlsbad PCR02-277(01-2068,rev2) November 1,2002 VALUATION AND PLAN CHECK FEE JURI SDlCTl ON: Carlsbad 2068,red) PREPARED BY: Bert Doming0 BUILDING ADDRESS: 2782 Arland Road PLAN CHECK NO.: PCR02-277(01- DATE: November 1,2002 BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code lcb lBy Ordinance I BldQ. Permit Fee by Ordinance ~ I Plan Check Fee by Ordinance i I Type of Review: 0 Complete Review Structural Only u Repetitive Fee Repeats 0 Other - L , Hourly [ 3.51 Hours* Esgll Plan Revlew Fee I $420.03 I $336.00 I * Based on hourly rate Comments: Sheet I of 1 rnacvalue.doc I PERMIT APPLICATION FOR OFFICE USE ONLY PLAN CHECK NO. ou 77 Plan Ck. Deposit CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 x Name Address City Statelzip Telephone # OWN€ Address City Statelzip Telephone # UP~TOR - 5 Business issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractots License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code1 or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars It5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address city Statelzip Telephone 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$lOO1 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shell not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNINQ: Failure to secure workers' compensation coverage is unlawful, and shd subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ~$100.0001, in additlon to UIE cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. 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 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 I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, es 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 1Sec. 7044, Business 8nd 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 hls own employees, provided that such improveqents are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of-proving that he did not build or improve for the purpose of sale). 0 I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to a? owner of property who builds or improves thereon, and contracts for such projects with contractods) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. -c - %I. I am exempt under Saction I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include umber I contractors license number): Business and Professions Code for this reason: PROPERTY OWNER SIGNATURE COMPLETE THIS SECTION Is the applicant or future building occupant required to submit a business plan, ecutely hazardous materials registration form or risk management and prevention . - - - - . - . - - --- ..-- -..- ESGIL CORPORATION 9320 CHESAPEAKE DRIVE SUIT 208, SAN DIEGO CALIFORNIA 92 123 DECEMBER 2 1,2002 BY FAX: 858 560 1576 ATTENTION: Mr. Kurt Culver, S. E. Senior Vice President., Mr. Bryan Zuppiger, & Bert Dominge Plan Reviewers RE: PLAN CHECK NO: PCROZ - 306 (01 - 3654, rev ) & PCROZ - 240 (01 - 2068,rev ) JURISDICTION: CARLSBAD Dear Sir: Thank you for your time you committed during our meeting yesterday in a joint effort to satisfy the requirements related to changes on the above noted plans. In order to conclude my understanding of the outcome of that meeting, as well as your final requirements, I allow myself to summarize our understanding as follows: #I. That in order to satisfy Bert Domingo’s comments and realese revision on PCR02-240 it is an imperative that an Engineer of Works will attend the meeting to clarify necessary items. After my conversation with Rashmi Bhatt couple of days ago, I was informed by him that such meeting is arranged for Monday, December 23. As you stated such meeting should resolve all remaining clarifications necessary to release the plans. #2. That in regard to PCROZ - 306 and the latest list of revisions by Bryan Zuppiger, it was concluded that the items #4 through #10 are satisfied in the latest plans submitted as well as in my letters dated December 3 a 1 1,02. I will additionally resubmit the plan with dimensions of the walkway leading to the deck itself in order to show that the total deck size is well bellow 400 sq.f€. as required. Letter from the Engineer of Works will confirm that the proposed roof loads do not constitute significant change to the project and are within the structurally accepted calculations. Truss manufacturer will confirm such as well. Since present costs of any delay amount to relatively significant figures ( exceeding $750 per day ) the time is of the essence to satisfy and approve remaining changes in order to release the plans. Thank you for your prompt attention to this project. If you have any comments on the above, please contact the undersigned. Sincerely, JAN ALEXANDER KALICKI for WEST-ALL PROPERTIES CC: SOUTHBAY CONSULTING ENGINEERS Erick Altona L.F.A.P. Feb, 26 32 12:24a southbay consulting -- 760 726 9898 EO-to4 Yr 9 bin&& PIN dd J i i I I I. 0 P 3 f T II " STRUCTURAl CALCULATIONS FOR: PORCH DECK ROOF KALlKl 2782 ARLAND ROAD CARLSBAD, CA 92008 13-Feb-03 BY: SOUTHBAY CONSUlTlNG ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (780) 724-9500 FAX: (760) 726-9898 FQNTENTS: 1 DESIGN LOADS ...................................................... 2 ROOF FRAMING CALCULATIONS ........................... STRUCTURAL STANDARDS: 1 LUMBER: D.F. #2 MINIMUM U.N.O. 2 HARDWARE: SIMPSUN STRONG TIE U.N.O. 3 CONCRETE: 2,500 P.S.I. Q 28 DAYS 4 MORTAR & GROUT: (t’m) = 2,000 P.S.I. 5 STEEL 20,000 PSI. (Fy=40,000 P.S.I. 6 MACHINE BOLTS: A307 GRADE PAGE 1 PAGES 1 -$” NOTE; LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PVUV FOR ARCHITECTURAL REQUJRWENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PR1OR WRITTEN APPROVAL OF THE SAID ENGINEER. THE SIGNING ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR FAlLURE OF THE EXISTtNG STRUCTURE OR DESIGN STRUCTURE FAttU DAMAGE CAUSED BY THE EXISTING STRUCTURE. PROJECT: KALJKJ PQRCW DECK ROQF 2782 ARLAND ROAO CARLSBAD, CA 92008 211 3/03 QESlGN LOADS CONC. TILE UT. PLYWC?OD SIRING 2 x Q 24" O.C. MISC. 10.00 PSF l.fi0 PSF 2.00 PSF 1.50 PSF D.L. 15.00 PSF L.L. (1 2: 12) 14.00 PSF ROOF LOAD 29.00 PSF J I1 I ._ . . . +, \ c r- 4 ')u ? CJ 1s Go 6' e i s c 0 Y e Th P 3 m 10-02-2002 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JAN KALlCKl City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR02240 2782 ARLAND RD CBAD PCR Status: ISSUED Lot #: 0 Applied: 08/27/2002 Plan Approved: 10/02/2002 Issued: 10/02/2002 $0.00 Construction Type: NEW Entered By: RMA ADD SPIRAL STAIRS TO ROOF ACCESS 81 NEW 240 SF ROOF DECK Inspect Area: Owner: 760 497-7330 Total Fees: $180.00 Total Payments To Date: $0.00 Balance Due: $180.00 Plan Check Revision Fee Additional Fees $180.00 $0.00 FINAL APPROVAL inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feedexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. 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 feedexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have Dreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has Dreviouslv otherwise exoired. PERMIT CITY OF APPLICATION - Ll CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. .j@4f&&qb EST. VAL. Plan Ck. Deposit , Unit No. Phase No. Total # of units Legal Description Lot No. Subdivision NamelNumber Telephone # Statelzip Name Address City (See. 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 slgned 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 Professlons Codel 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 155001). Name Address City Statenip Telephone # State License # License Class City Business License X Designer Name Address City Statelzip Telephone State License # $ 0 of the work for which this permit is issued. 0 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 I81001 OR LESS) 0 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: Fallure to secure worken' compensation coverage is unlawful, and shall subject an employer to criminal penalties and clvll fines up to one hundred thousand dollars ($100.000~. In addition to the cost of compensation. damages as provldad for in Seetlon 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: 0 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 property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvemfnts are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 1, 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). 0 1. 2. 3. 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 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 I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number I contractors license number): Busirtess and Professions Code for this reason: 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 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 0 YES 0 NO 0 YES 0 NO 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 ADDRESS the information on the plans is accurate. I agree to comply with all atives of the CitV of Carlsbad to enter upon the above mentioned P HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, OSHA: An OSHA permit is EXPIRATION: Every permit authorized by such permit is at any time after the work Is APPLICANT'S SIGNATURE ,WHITE: File YELLOW Applicant PINK: Finance EsGil Corporation 2n Partnership with Government for BuiUing Safety a PLAN REVIEWER 0 FILE DATE: September 27,2002 J U Ri S D ICTION: Carlsbad PLAN CHECK NO.: PCR02-240(01-2068.rev) SET: I1 PROJECT ADDRESS: 2782 Arland Road PROJECT NAME: Roof Deck Addition with Spiral Stair for Kalicki 0 w 0 0 0 17 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: Enclosures: tmsmtl.dot Mail Telephone Fax In Person REMARKS: 1) The owner to consider the structural plans for the other set(sheet S3, S2 and the spiral stairs with out the spiral stairs structural plan) By: Bert Domingo Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 9/24/02 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 - EsGil - Corporation ln Tartnership with Government for Building Safety DATE: September 6,2002 JURISDICTION : Carlsbad PLAN CHECK NO.: PCR02-240(01-2068,rev) SET: I 0 FILE PROJECT ADDRESS: 2782 Arland Road ’ PROJECT NAME: Roof Deck Addition with Spiral Stair for Kalicki 0 w 0 w Mg- Kalicki 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: 262 Camino Calafia, San Marcos, CA 92069 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. HR. Person contacted: Kalicki Date contacted: 7 1 9 10 t (by:k ) REMARKS: By: Bert Doming0 Enclosures: Telephone #: (760) 497-7330 Fax #: ($bo) Ir9’. s~dYb Mail Alephone/ Fax*/ In Person Esgil Corporation GA 0 MB 0 EJ 0 PC 8/29/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCRO2-240( 01-2068,rev) September 6,2002 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO .: PCR02-240( 0 1-2068,rev) J U Rl SDl CTI ON : Carlsbad PROJECT ADDRESS: 2782 Arland Road FLOOR AREA: 240 SQ. FT. ' STORIES: TWO I HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 8/29/02 DATE INITIAL PLAN REVIEW COMPLETED: September 6,2002 DATE PLANS RECEIVED BY PLAN REVIEWER: Bert Doming0 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 speed UP the recheck process, please note on this list (or a copv) where each correction item has been addressed, Le., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad PCR02-240( 01-2068,rev) September 6, 2002 1. 2. 3. 4. 0 PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: I. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Carlsbad PCRO2-240(01-2068,rev) September 6,2002 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 0 EXITS, STAIRWAYS, AND RAILINGS Guardrails (Section 509.1 ): a) b) c) Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-6. Please submit calculations. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". L It seems that the guardrail would be glass. If so, all the edges of the glass should be fully supported otherwise a complete'calculations for the same glass should be submitted in addition to the above requirement (b). d) Provide spiral stairway details, per Section 1003.3.3.8.3: a) b) c) d) Minimum run is 7-1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9-1/2 inches. Maximum clear opening between risers is 4 inches. Minimum headroom is 6 feet 6 inches. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Please see item 4 above. 0 MISCELLANEOUS Please have the engineer of work review and sign and seal the truss layout. The drag collector trusses should have the design drag force on the truss layout. Please see lines la and 6. Page 2 of the calculations shows a sketch reflecting trusses at each side of the deck but seems not compatible with the plans. Where would the beams A, B, C, etc. on the plans? Page3/4 of the calculations shows beam sizes but did not reflect which one to be used. Please show on the 2"d floor framing plan the spiral stairs support. Please show connection detail of the stairs to the lower and upper deck supports. The same should be cross referenced on the framing plan. Carlsbad PCR02-240(01-2068,rev) September 6,2002 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. Have changes been made to the plans not resulting from this correction list? Please indicate: b Yes 0 No 0 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 Bert Doming0 at Esgil Corporation. Thank you. Carlsbad PCR02-240( 01-2068,rev) September 6,2002 VALUATION AND PLAN CHECK FEE Plan Check Fee by Ordinance J U RI SDICTION: Carlsbad 2068,rev) v PLAN CHECK NO.: PCR02-240(01- PREPARED BY: Bert Doming0 DATE: September 6,2002 BUILDING ADDRESS: 2782 Arland Ropd BUILDING OCCUPANCY: .R 3 TYPE OF CONSTRUCTION: v N Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I I 7 Type of Review: 0 Repetitive Fee -7 Repeats 0 Complete Review 0 Other i-J Structural Only Hourly I 1.51 Hours * Esgil Plan Review Fee I $1 80.00l I $144.00 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERINC APPROVALS PERMIT NUMBER C/LO2-ZYO DATE 9-30-0, OTHER COMPLETE OFFICE BUILDING PLANNER 1/. &ML ENGINEER L DATE __ ~- TENANT IMPROVEMENT *PLAZA CAMINO REAL CARLSBAb COMPANY STORES VILLAGE FAlRE DocSlMisformSlPlannino Engineering Approvak PAUL EXLEY. PE 34613 STRUCTURAL DESIGN 2~ - 4~ __-- 6x and ~ Larger __ 6x _- and - --_____ Larger 7 PROJECT SHEET#: rOF& CLIENT : Rushmi DATE: Aw-02 Kalicki DESIGN CRITERIA SEISMIC LOADS: Z (Zone Factor) = 0.40 I (Importance Factor) = 7.00 R (per Table 16-N) = 5.5 Soil Profile = SD C, (Seismic Coefficient) = 0.44 (Na) = 0.44 N, (Near-Source Factor) = 1.00 C, (Seismic Coefficient) = 0.64 (Nv) = 0.64 N, (Near-Source Factor) = 7.00 LOADS: Ct (Numerical Coefficient) = 0.020 ROOF h, (Height Above Ground) = 20 ft 72.0 psf T = Ct(h,,)3/4 = 0.79 2.0 SIo (Amplification Factor) = 7.00 2.5 p (Redundancy Factor) = 1.00 pf = 7.00 2.5 WDL = 0.439 wDL Tile __________________________l__l Sht‘g ........................ Framing __----__-I _____-I_____- Ceiling _____ -- -_-_ -- ____ - --_-_____ Mist. - -___--_l_-l_____l_______ 7.0 C”/ V= RT(1.4) v,,= ~ 2.5Ca/ WDL =plwDLq 0.1 IC,/ WDL = 0.035 WDL R(1.4) (1.4) MIN = 20.0 psf LL (Reducible) ------ 16.0 psf DL ________l_______l_ 36.0 psf] TL I_I_________________ , -.___ ’ DF-L #I 1000 95 675 1450 625 ’ 1,700,000 DF-L #I 1350 85 675 1450 625’1 1,600,000 DF-L Select 1600 , 85 , 675 1450 625 I 1,600,000 LL (Reducible) ------ 40.0 DSf ALLOWABLE DEFLECTIONS: ROOF ATL = U180 ALL = U240 FLOOR ATL =If360 ALL =U480 WALL ASE~SM~C = 0.005h AW~ND = U240 ALLOWABLE SOIL PRESSURE: 1000 psf WIND LOADS: Wind Speed = 70mph Exposure = 5 Height = 20ff C, (Height, Exp. Coeff.) = 0.67 C (Pressure Coefficient) = 7.3 qs (Wind Pressure) = 12.6p~f I, (ImportanceFactor) = 7.0 J IY State of California Secretary of State Sill Jones LIMITED LIABILITY COMPANY - STATEMENT OF INFORMATION Filing Fee - Please see Information section IMPORTANT - Read Instructions Before Completing This Form 1. LIMITED LlABICIPI COMPANY NAME This Space For Filing Use Only 2. SECRETARY OF STATE FILE NUMBER I 3. JURlSDlCTlON OF FORMATI I I ZIP CODE C4' b46/NH ViN ea, INCIPAL €XECUTIVE OFFICE C&* 2LML ZIP CODE -. 5. STREET ADDRESS IN CALIF~RNUI OF OFFICE WHERE RECORDS AR INLO (FOR DOMESTIC ONLY) .CIM LA 4s H&UE 6. CHECK THE APPROPRIATE PROVISION BELOW AN0 NAME THE AGENT FOR SERViCE OF PROCESS 1 ] AN INDIVIDUAL RESIRING IN CALIFORNIA. [ 1 A CORPORATION WHICH HAS FILED A CERTIFICATE PURSUANT TO SECTION 1505 OF THE CALtFORNfA CORPORATIONS CODE. AGENTS NAME: ~~ -- ~~~~ ~ CIM ZIP CODE CA 7. ADDRESS OF THE AGENT FOR SERVICE OF PROCESS IN CALIFORNIA. IF AN INDIVIDUAL 8. DESCRIBE MPE OF LIST THE NAME AND COMPLETE ADDRESS OF ANY MANAGER OR MANAGERS, OR IF NONE HAVE BEEN APPOINTED OR ELECTJED. PROVIDE THE NAME AND ADDRESS OF EACH MEMBER AND CHlEF EXECUTIVE OFFICER (CEO), IF ANY. (CHECK THE APPROPRIATE DESIGNATION). ATTACH ADDITIONAL PAGES IF NECESSARY. ADDRESS ,* i' [ 1 MEMBER .* CITY . * STATE LIP I )CEO. IF ANY I 5. 11. NUMBER OF PAGES ATTACHED. IF ANY. 12 I DECPRE THATTHIS STATEMENT IS TRUE, CORRECT, AND COMPLETE. DUE DATE: 1 APPROVED BY SECRETARY OF STATE .CISTAT€ FORM CLC-12 (REV. 1 U99) ' 6.. J ANNUAL SOLICllATION fouq/ '?J Substitute W-Q Form Request 1st 2nd 316 Pleass provl& the following Certification of Taxpayer Identification Number for our vendor records. 1. Enter TIN# (Taxpayer IdmUllcatlon Number - 9 dlglt.): SSN - Social Security Number 5-h~ 83 ~QQQ OR (notboth) omplete Name and Address Bekw: EIN - Employer Identification Number 3 3 3 3. 4 5 3 \dL L,.L,C, Name: TLh a\ewi&AQ& +L \ \F' Bur- Name (OM): Wec;TfLs d 267, Ccc Address: UiKo (-\a \rk city, state, zip: GA c n'=,. ccc - 97-obq I #I. Indicate Business Type: ( ) [ ) 09 PARTNERSHIP ( ) CORPORATION *+ Exempt ( ) ( ) ( ) INDIVIDUAL (Entsr SSN In Part I) SOLE PROPRIETOR (Have you been issued a TBN? YES - No - If no, show SSN in Part I) f. AssaciaUon, Club, Religious, Charttable, or Other * Broker or Registbred Nominee tL Public Entity such as Foreign, Fwhral, State or Local Gw8rnmer& School, e&. *. If exempt from withholding, enter TIN in Part I of W-9 form and mark EXEMPT in block in Part II of the W-9 form and send a copy of your exemption certificate to us for our vendor files. 111. Indicate 8Udne88 Nature: ( ) ( ) INTEREST ( ) NON-EMPLOYEE RELATED SERVICES RENT (Real Estate, Equipment or Machinery) (i.e., ConsulUngh ccoynting, Profsssional,Fms, C mksknr, Awards, Prizes, ob.) () OTHER A qbMAe5 1 If you have applied (or) soon will apply for a number, you may stop backing withholding for a period of sixty days by inserting "Applied For" in Pert I on the W-9 form, sign, date and return the form to us. "Under penalties of peyjury. I certify that the number shown on thkr form is my correct Social Security or Employer Mentmcation Number." Signature: Date: Title: Phone: \u,& 7Lo +7w-3323 Olrect any qumtion concorning hi8 form to Account. Pmyablm at the Clty of Carlrbad or oall(760) 802-2428 or contact your nearest IRS ome far furUler klfwm8tlan concorning FORM 7099 requhemto. A- I I I ." 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