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Home My WebLink About2785 JAMES DR; ; CB013654; Permit01-27-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB013654 Building Inspection Request Line (760) 602-2725 2785 JAMES DR CBAD RESDNTL 1561424500 $413,231.00 Sub Type: SFD Lot #: 0 Construction Type: VN Reference #: 1 Structure Type: SFD 5 Bathrooms: 7 KALICKI - SINGLE FAMILY RESIDE SFD 5219 SF, GAR 1000 SF, DK 175 SF Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 11/26/2001 JM 06/26/2002 06/26/2002 PY Applicant: KALICKI JAN 262CAMINOCALAFIA SAN MARCOS CA 92069 760-497-7330 Owner: 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 Reel. Water Con. Fee $1,513.68 Meter Size $0.00 Add'l Reel. Water Con. Fee $983.89 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $41.32 PFF $3,251.00 PFF {CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $2,400.00 Housing InLieu Fee D5/8 Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $140.00 $2,004.00 $0.00 $7,520.80 $6,942.28 $0.00 $0.00 $442.00 $498.00 $0.00 $280.00 $60.00 $111.00 $0.00 $4,515.00 $0.00 $0.00 $2,019.00 $0.00 $32,721.97 Total Fees: $32,721.97 Total Payments To Date: $32,721.97 Balance Due:$0.00 PROVAL DAT SIGNATURE CLEARANCE PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO<-4J <^ Plan Ck. Deposit Validated By Date Business Name (at this address) (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS500]). Name State License # Address License Class City State/Zip Citv Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) n CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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 (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold.within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale), wf)O"^ 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 contractors! licensed pursuant to the Contractor's License Law). fj I am exempt under Section Business and Professions Code for this reason: 1. IpsESpnally plan to provide the major labor and materials for construction of the proposed property improvement.Tjjjj YES QNO 2. f\ (have Atarw nut) signed an application for a building permit for the/proposed work. / 3. ^travecontracted with the following person (film) to provide the/proposed construction Jinclude name / address / phone number / contractors license number):|O/A- / / /, f • - - , / s 4. I plan to provide portions of the work, but I have hired the fowjiwing person to tfoourinate, supervise and provide the major work (include name / address / phone number / contractors license number): \/r/*^ / /| - rjI f 5. I will provide some of the work, but I have coqtryterf (h/edl the followingypersons to provide the work indicated (include name / address / phone number / type of work): 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? Q YES Q NO ta th« applicant or future building occupant requiraa to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the abovajinformation is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY;AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN AMY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations'over5'0" deep and damolijidfvor construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the buijdtfig Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenceertwithirvfeo days from thedmefof such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commence^Kor a P9<2?of, 180 days (9jf«®n 106.4.4 Uniform Building Code). -^SUPPLICANT'S SIGNATURE S S#7s$r Ss/vCs<~S> ~- DATE—7- / ~f =: File YELLOW: Applicant PINK: Finance PLANNING DEPARTMENT FINAL INSPECTION CHECKLIST ROUTING BLDG M.HARD PLANNER L BLACK M BLACK M. BLDG Projec Addre Projec Conta< t Namex--^^J^d<s>&/ -^SsteXJi ~^k*. ^.Plan Check No. CB ss:o?v^f£r ^^Cfk-'Pr— 'r? ^3>r . Proiect Number: t Flannei ;t Person •: C/^&6*~-+- {Q ULAJL&*-* Extension Phone No. Drawing No. Inspections 1st 2nd Approved Final Inspection Items All Items below Conform with Approved Site Plan 1. Project Planner confirms conditions are met 2. Building elevations 3. Building materials 4. Building colors 5. Rooftop equipment screens 6. Fence/wall height, location, and materials 7. Size, number and location of parking spaces compact, regular, handicap 8. Outdoor recreation facilities 9. Employee eating areas 10. Trash enclosure and location 1 1 . Pavement treatment 12. Landscaping installed (under separate contract) LIST BELOW ANY ADDITIONAL ITEMS REQUIRING SPECIAL ATTENTION BY MIKE BLACK: 13. 14. 15. 16. 17. Project complies with all conditions, including above-listed items. Final inspection is complete. * if Mike Black Date (H:\ADMIN\COUNTER\Final Insp Check)01/14/2004 Cttyaf Carlsbad final Building Inspection Dept: Building Engineering P Plan Check #: CB013654 KALICKI - SINGLE FAMILY RESIDE SFD 5219 SF, GAR 1000 SF, DK 175 SF 2785 JAMES DR Phone: 7604977330 Water Dist: CA CMWD StLite Fire Permit*: Project Name: Address: Contact Person: NA Sewer Oist: CA Lot: Date: 01/23/2004 Permit Type: RESDNTL Sub Type: SFD o Inspected By: Inspected By: Inspected By: Date Inspected: Date Inspected: Date Inspected: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: CltyifCartsbid Hnal Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire^^^Wfr-'- Plan Check*: Permit*: CB013654 Project Name: KAUCKI - SINGLE FAMILY RESIDE SFD 5219 SF, GAR 1000 SF, DK 175 SF Address: 2785 JAMES DR Contact Person: NA Phone: 7604977330 Sewer Dist: CA Water Dist: CA Date: Permit Ti Lot: \ oe: 1 RECEIVED JAN 2 3 2004 "^•fTtWeF CARLSBADENGINEERING DEPARTMENTTESDfertUi DIVISION Sub Type: SFD Inspected By: Inspected By: Inspected By: Date Inspected: Date Inspected: Date Inspected: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: Inspection List Permit*: CB013654 Type: RESDNTL SFD KALICKI - SINGLE FAMILY RESIDE SFD 5219 SF, GAR 1000 SF, DK 175 SF Date Inspection Item Inspector Act Comments 01/23/2004 89 01/23/2004 89 01/21/2004 89 01/21/2004 89 09/08/2003 39 08/19/2003 39 08/01/2003 39 04/28/2003 17 04/28/2003 18 04/28/2003 23 04/09/2003 16 04/07/2003 84 03/21/2003 13 03/21/2003 15 03/20/2003 15 03/18/2003 15 12/17/2002 22 12/11/2002 22 11/20/2002 22 11/19/2002 22 07/08/2002 11 07/05/2002 11 06/28/2002 21 Final Combo Final Combo Final Combo Final Combo Final Electrical Final Electrical Final Electrical Interior Lath/Drywall Exterior Lath/Drywall Gas/Test/Repairs Insulation Rough Combo Shear Panels/HD's Roof/Reroof Roof/Reroof Roof/Reroof Sewer/Water Service Sewer/Water Service Sewer/Water Service Sewer/Water Service Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor - PY - PY PY PY RB PY PY PY PY PY PY PY PY PY PY RB PY PY PY PY PK Rl pm please AP Rl PM PLEASE CO SEE NOTICE ATTACHED PA EMR PA NEED ACCESS FROM STREET CO NEED ENG OK REGARDING ACCESS AP AP NR LESS THAN 10#S AP AP AP AP CA ROLL TO FRI 3/21 PA OK TO COVER AP CO ON WATER SUPPLY - SEE NOTICE AP NR AP NR AP Tuesday, January 27, 2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 01/23/2004 Permit* CB013654 Title: KALICKI - SINGLE FAMILY RESIDE Description; SFD 5219 SF, GAR 1000 SF, DK175 SF Inspector Assignment: PY Type: RESDNTL Sub Type: SFD Job Address: 2785 JAMES DR Suite: Lot 0 Location: APPLICANT KALICKIJAN Owner: Remarks: pm please Total Time: Phone: 7604977330 Inspector: t CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Requested By: NA Ji __ *fQr Entered By: CHRISTINE/ • Associated PCRs/CVs PCR02240 ISSUED ADD SPIRAL STAIRS TO ROOF; ACCESS & NEW 240 SF ROOF DECK PCR02277 ISSUED KALICKI RES-ADD FRAMING OVER; FRONT ENTRY-ROOF Inspection History Description Act Insp 89 Final Combo CO PY Date 01/21/2004 09/08/2003 08/19/2003 08/01/2003 04/28/2003 04/28/2003 04/28/2003 04/09/2003 04/07/2003 03/21/2003 03/21/2003 03/20/2003 03/18/2003 12/17/2002 12/11/2002 39 Final Electrical 39 Final Electrical 39 Final Electrical 17 Interior Lath/Drywall 18 Exterior Lath/Drywali 23 Gas/TesVRepairs 16 Insulation 84 Rough Combo 13 Shear Panels/HD's 15 Roof/Reroof 15 Roof/Reroof 15 Roof/Reroof 22 Sewer/Water Service 22 Sewer/Water Service Act CO PA PA CO AP AP NR AP AP AP AP CA PA AP CO PY PY RB PY PY PY PY PY PY PY PY PY PY RB Comments SEE NOTICE ATTACHED EMR NEED ACCESS FROM STREET NEED ENG OK REGARDING ACCESS LESSTHAN10#S ROLL TO FRI 3/21 OK TO COVER ON WATER SUPPLY - SEE NOTICE City of Carlsbad Bldg Inspection Request For: 01/21/2004 Permit* CB013654 Title: KALICKI - SINGLE FAMILY RESIDE Description: SFD 5219 SF, GAR 1000 SF, DK 175 SF Inspector Assignment: PY 2785 JAMES DR Lot Type: RESDNTL Job Address: Suite: Location: APPLICANT KALICKIJAN Owner: Remarks: Sub Type: SFD Phone: 7604977330 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: NA Entered By: CHRISTINE Act Comment Associated PCRs/CVs PCR02240 ISSUED ADD SPIRAL STAIRS TO ROOF; ACCESS & NEW 240 SF ROOF DECK PCR02277 ISSUED KALICKI RES-ADD FRAMING OVER; FRONT ENTRY-ROOF Inspection History Description Act insp 39 Final Electrical PA PY Date 09/08/2003 08/19/2003 08/01/2003 04/28/2003 04/28/2003 04/28/2003 04/09/2003 04/07/2003 03/21/2003 03/21/2003 03/20/2003 03/18/2003 12/17/2002 12/11/2002 11/20/2002 39 Final Electrical 39 Final Electrical 17 Interior Lath/Drywall 18 Exterior Lath/Drywal! 23 Gas/Test/Repairs 16 Insulation 84 Rough Combo 13 Shear Panels/HD's 15 Roof/Reroof 15 Roof/Reroof 15 Roof/Reroof 22 Sewer/Water Service 22 Sewer/Water Service 22 Sewer/Water Service Act PA PA CO AP AP NR AP AP AP AP CA PA AP CO AP PY RB PY PY PY PY PY PY PY PY PY PY RB PY Comments EMR NEED ACCESS FROM STREET NEED ENG OK REGARDING ACCESS LESS THAN 10#S ROLL TO FRI 3/21 OK TO COVER ON WATER SUPPLY - SEE NOTICE CITY OF CARLSBAD BUILDING DEPA£TMEN NOTICE DATE I (760) 602-2700 1635 FARADAY AVENUE PERMIT NO. TIME aT7&0)'602-2725. R^INSPECTION FEE DUE? City of Carlsbad Bldg Inspection Request For: 03/18/2003 Permit* CB013654 Title: KALICKI - SINGLE FAMILY RESIDE Description: SFD 5219 SF, GAR 1000 SF, DK175 SF Inspector Assignment: PY 2786 ARLAND RD Lot Type: RESDNTL Job Address: Suite: Location: APPLICANT KALICKI JAN Owner: Remarksi^EfiLELEASE Sub Type: SFD Phone: 7604977330 Inspector: Total Time: CD Description 15 Roof/Reroof Requested By: KALICKI Entered By: CHRISTINE Act Comment Associated PCRs/CVs PCR02306 PENDING KALICKI RES-ADD ROOF DECK WITH; SPIRAL STAIRS Inspection History Act Insp Comments AP PY CO RB 11/20/2002 11/19/2002 07/08/2002 07/05/2002 Date Description 12/17/2002 22 Sewer/Water Service 12/11/2002 22 Sewer/Water Service 22 Sewer/Water Service 22 Sewer/Water Service 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 06/28/2002 21 Underground/Under Floor ON WATER SUPPLY - SEE NOTICE AP NR AP NR AP PY PY PY PY PK CITY OF CARLSBAD BUILDING DEPARTMENT DATE N (760) 602-2700 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT ** YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER Carl Schmidt Inspection Services. Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 , SPECIAL INSPECTION REPORT 0 s / Project: ^S ' P^* C Address: City: Permit Number: Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Epoxy Prestressed Concrete Shop Welding X Bolting Field Welding Fireproofing Number of Samples:Type: Materials/DesignMix/Psi: Date: '3 C , REPORT i *0 3" d. WOK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED d >** » Inspector (Print)Certification # Inspector's Signature TIME IN: General Contractor: Address: City: TIME OUT; Phone: Authorized Job Site Contact Signature NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING & INSPECTION SERVICES Post Office Box 302002, Escondido, CA 92030 (760)480-1116 FIELD DENSITY TESTS job ASTM D2922 Job NO. Sh>»» ' Of Information To: Mo.Hour* Milts TISTHUMItl •ETfsi «• s 101 HO Bill LOCATION VERTICIL -LOCATION ' •01STURI CPU DIISITT CPM Alt CAP CPM J/.4" /'? IITIO NET DENSITY PCf / rcr 01V DENSITY oper * % MOISTURE 9 SOU 10 *• 10 MIX DENSITY -V -, lEOUIItt) || % COMPICTION x/T" <.» fi i/s/ r r X jff'.rt •A.. APPROVED BY EsGil Corporation In tPartnersnip witfi government for $ui(tfing Safety DATE: June 18, 2O02 Q APPLICANT a JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 01-3654 SET: III PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki SFD (Parcel 3) H 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. 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: Mr. Kalicki is hand carrying the perforated plans. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ EU PC June 18, 2002 tmsmU.** 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 • (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In yartners/iip with government for Quitting Safety DATE: June 13, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: O1-3654 PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: (Parcel 3) PROJECT NAME: Kalicki SFD (Parcel 3) Q APPLICANT a^OTfREVIEWER a FILE SET: II 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 Caiafia , 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 Kalick LV <M.) Telephone #: (760) 497-7330 Date contacted: UH/O 2 (by: £- ) Fax #: Mail O"elephone \^ Fax In Person REMARKS: By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 6/6/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGiT Corporation In Partnership with Government for Building Safety DATE: 12/10/O1 0-APBUCANT ajJURlS/) JURISDICTION: Carlsbad oKANREViEWER Q FILE PLAN CHECK NO.: O1-3654 SET: I PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki SFD (Parcel 3) 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. Person contacted: Jan Kalicki Telephone #: (760) 497-7330 Date contacted: '«-/'' /CM (by: ££. ) Fax #: ("7U^ *5?(. 9 VC 4- Mail i^-Telephone -"" Faxi/" In Person REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC 11/29/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 *• Fax (858) 560-1576 Carlsbad O1-3654 12/10/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-3654 JURISDICTION: Carlsbad PROJECT ADDRESS: 2786 Arland Road FLOOR AREA: Dwelling (5219) Garage (1000) Decks (175) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/10/01 STORIES: Two HEIGHT: 26 Ft. (App. per UBC) DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/29/01 PLAN REVIEWER: Kal Tumalieh FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (ail 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 copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when vou submit the revised plans. Carlsbad O1-3654 12/10/01 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." 8. 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) On each story. d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e) 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 ajl sleeping areas of the unit. Section 310.9.1. 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Doors and enclosures for 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. At master bath. 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. Window 3-0 x4-0 adjacent to door at kitchen. 10. Guardrails (Section 509.1): a) Shall have a height of 36". b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. c) 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". Cross reference detail (2/S6) to plans. Carlsbad O1-3654 12/1O/O1 • ENERGY CONSERVATION 21. 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, or181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. 22. 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 plenums." 23. Omit the Form CF-1R House # 2 from plans, this permit is floor house 3 on parcel 3. 24. Show the make, model, type and efficiency of the space heating (or cooling) system. 25. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 26. 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." • STRUCTURAL • Note: Structural plans as submitted are incomplete and structural framing plans are inconsistency with architectural plans. The following are only preliminary plans check corrections. The structural portion of this project will be checked thoroughly next plan check. Additional corrections may follow. 27. 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. City requirement. Foundation plans will not be check until submittal of soil report. Additional corrections may follow. 28. Show distance from foundation to edge of cut or fill slopes ("distance-to- daylight") and show slope and heights of cuts and fills. Chapter 18. See site plan. 29. Project engineer of record to review and shop stamps manufacturer drawings or provide review letter confirming the roof truss design meets structural specifications (live, dead and drag loads, etc).(UBC Section 106.3.4.1). Carlsbad O1-3654 12/1O/O1 30. Revise shear walls schedule. Please revise the connection of interior shear wall to foundation. Shear walls shown be connected to foundation with 5/8 anchor bolts not with pins. 31. Please specify the size of all structural members (beams, headers, etc.) on framing plans, to allow me to check the plans. Sizes not shown on framing do not plan nor beams size table is found. Additional corrections may follow. 32. Provide drag strut details and cross reference to framing plans. 33. Specify the size and spacing of all floor joists on plans. 34. Provide framing at stairs. 35. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. For example at entry and beam at garage 36. Cross-reference all details on sheets S-4, S-5 an S-6 to structural plans. 37. Detail shear transfer connections floor diaphragms, to shear walls. Section 2315: a) Where roof trusses exterior shear wall. (Show for example, shear transfer blocks, nailing, A35, etc. to transfer the shear). b) Where roof trusses perpendicular to exterior shear wall. c) Where roof trusses parallel to anterior shear wall. d) Where roof trusses perpendicular to interior shear wall> 38. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. 39. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. For example at entry. CITY SPECIAL REQUIREMENTS: 1. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. 2. For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for special sleeve and clean-out requirements. 3. 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). Carlsbad 01-3654 12/10/01 4. 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). 5. 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, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. Carlsbad O1-3654 12/10/O1 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3654 PREPARED BY: Kal Tumalieh DATE: 12/10/01 BUILDING ADDRESS: 2786 Arland Road BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling . Garage Decks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) i. 2- >"-52tS 1000 175 tm 1 QQ1 1 IRT Ri lilHlnn Dorm if Ema w Valuation Multipliers* / Vk CityVaf. ^ f£ 91 Reg. Mod. m \<f+.' 1 ^ ' VALUE ($) 1^)+-^413,231 413,231 $1,738.50 1991 UBC Plan Check Fee Type of Review: D Repetitive Fee Repeats Complete Review D Other i—I Hourly Structural Only Hour* Esgll Plan Review Fee $1,130.03 $904.02 Comments: Sheet 1 of 1 macvalue.doc /Jf/ At £ IT PMC ifl OQO''»* V A 1*J * W) **VV-*— EsGi! Corporation Plan Review Services 9320 Cheasapeake Drive, Suits 208 SAN DIEGO, CALIFORNIA 92123 TEL: 858 !468 ATTENTION: Mr. Bryan Zuppiger, P!sa Reviewer RE: SINGLE FAMILY RESIDENCE AT 278* ARLAND RD. CARLSBAD, CA Thank you.ver>r ir.uch for the time you put in reviewing rny submittal. As p<;r our meeting on Monday, June 18, I confirm that I wish to defer any further truss calculations. Submittal shaii be submitted 10 me Architect or Engineer or record, who shall review building official with a notification indicating that the deferred have been found to be in general conforming with the design of the building shall not be installed until their design and submittal documents have been officials. I trust that thy above represent tbe essence of our meetings and discussions O|»1/V»*^I documents for deferred submittal hem and forward them to documents Have been reviewed and they . The deferred submittal items .pproved by the building :c date, /AN ALEXANDER KAL1CKI FOR WEST-ALL PROPERTIES L.L.C.. ee:L.F.A.P., Financial Freedom Services !r.c. City of Carlsbad Public Works ~ Engineering DATE: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your 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. D A Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please see Jhe) attached report of deficiencies marked witbrtx^vlake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: By:Date: USE ONLY INHERING AUTHORIZATION TO ISSWE BUDDING PERW: Dale.- MEN1 D D a D ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist ENGINEERING DEPT. CONTACT PERSON Name: TANIYAWADE City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2773 L-J Future Improvement Agreement L-l Grading Permit Application Li Grading Submittal Checklist D Right-of-Way Permit Application [J Right-of-Way Permit Submittal Checklist and Information Sheet *-* Sewer Fee Information Sheet CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 ada • Carlsbad, CA 92OO8-7314 • (76O) 6O2-272O • FAX (76Q) 602-8562mJJ.<toc ' * ^ ' ^ Wv.lMWM BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: ^North Arrow ^^^Right-of-Way Width & Adjacent Streets ^'"Existing & Proposed Structures ^£r"Driveway widths p^Existing Street Improvements ^£5(Existing or proposed sewer lateral J>^Property Lines ^pr'Existing or proposed water service asements ^Jr^ Existing or proposed irrigation service n n 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." & Proposed Slopes and Topography , type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. ewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: address ^Assessor's Parcel Number - -er Legal Description y^ ^ For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORD\DOCStCHKLSTOt4dina PtonchM* CkM Form (Oenwte) Joe iST oND BUILDING PLANCHECK CHECKLIST 3rd DISCRETIONARY APPROVAL COMPLIANCE n 4a. Project does not comply with the following Engineering Conditions of approval for Project No. fto w D D D 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: _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz 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: C IMPROVEMENT REQUIREMENTS ] n 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.i4/r^3 ' Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the 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 H:\WORD\DOCS\CHKLST\BiAHno Manchec* CMU form (RIDDLE - HARVEY 7-12-00).doc ST 2 ND oRD BUILDING PLANCHECK CHECKLIST 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: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building 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. d D [U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D 7b* Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit.~. -1 Aj Grading Inspector sign off by: _ . Date: ( U/ EK D 7c. Graded Pad Certification required. (Note: Pad certification may be required even ^^ if a grading permit is not required.) H:\WORO\OOCS\CHKLST\BuikHrv Planchack CkM Form (Owwric 7-14-00).** BUILDING PLANCHECK CHECKLIST * sr OND 3RD D D D 7d -No Grading Permit required. D D D 7e- If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D D 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: .^^_^_^___ D D 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: D D D 10.NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Q 11. ttr Required fees are attached Q No fees required WATER METER REVIEW D D D 12a- Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. R«v.7/H»0 BUILDING PLANCHECK CHECKLIST 1ST )ND >RD n n n • If owner/developer proposes a size other than the "standard", then owner/developer 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. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 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: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2.If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide 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 • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a 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 HWVORnDOCStCHKLSTOuUlnB PtanchM* Ckbt Forni (Qwwric).doe BUILDING PLANCHECK CHECKLIST H ST oND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 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. . Additional Comments: all •r ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Bldg. Permit No. CJb A\Address: _ Prepared by:.Date:Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Q T"T\. Sq. Ft./Units: ( Types of Use: Sq. FtAJnits: APT CALCULATIONS: List types and square footages for all uses. Types of Use: £>f"A Sq. Ft/Units: ' Types of Use: Sq. Ft/Units: EDU's: EDU's: ADT's:. ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) j^4. PARK-IN-LIEU FEE FEE/UNIT: 3^57 PARK AREA & #: X NO. UNITS:=$ . TRAFFIC IMPACT FEE ADTs/UNITS:FEE/ADT:wo ET3. BRIDGE AND THOROUGHFARE FEE ADPs/UNITS: D~4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: $£- 5. SEWER FEE EDU's: I BENEFIT AREA: ""* EDU's: — U-6. SEWER LATERAL ($2,500) l>— 7. DRAINAGE FEES PLDA ACRES: 4f-~&- POTABLE WATER FEES UNITS CODE CONNECTION (DIST.#1 DIST.#2 DIST.#3 ) X FEE/ADT: =$ ZONE: X FEE/SQ.FT./UNIT: =$ X FEE/EDU:^/^ =$ $&ltf X FEE/EDU: =$ "~ _« : HIGH /LOW X FEE/AC: =$^® /?/l/7 FEE METER FEE SDCWA FEE IRRIGATION \HO Ae&y " F:\FEE CALCUUTON WORKSHEET.** 1of2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: £ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2of2 F:\FEE CALCULATION WORKSHEET Joe Rev. 7/14/00 03/05/2002 15:47 FAI 760 438 4178 OWS a 01 GRADING INSPECTION CHECKLIST FOR PARTIAL SfT6 RELEASE PROJECT INSPECTOR: PROJECT ID^5 *C,-c 1 CUTE! GRADING PERMIT NQ.<flg <ft ***. -?s LOTS REQUESTED FOR RELEASE: N/A*NOTAPPUCABLE V* COMPLETE 0 - INCOMPLETE OR UNACCEPTABLE 1st 2nd. 1. Site access to requested tote adequate and logically groqpod. 2. Site erosion control nwasures adequate. 3. Overafl site adequate for health, safely and welbre of puMa 4. Utt«r of request tor partial ratoase submitted 5. 6tt'X11'siteptan(attachmenQsho^ 6. Compaction report from soita engineer submitted. 7. Engineer o( Work certHhaflonofwortc (tone are! padetevatta^ 8. Gtotogicsngineer^ tetter if unususl geologic or subwrfcce oondKkms extet 9. Prpjsct conditions of approval chsdwd fer conflW*. 10. weather reads access to site. Partial reteas* of grading for the above stated tote to approvad tor Via purpose of buMng permit issuance. Issuance of butting pennrta b sd subjed to al normal CHy requiremento required pursuant to Ihe buWng permit process. 'Project Inspector'Date Construction Manaoer Date PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CBOl2»£5 H Planner Paul Godwin Address 3.7 U Phone 760-602-4625 APN:Kfi- 14,1- 45-00 Type of Project & Use: Zoning: K - ( General Plan:. CFD (in/out) # Date of participation:. Circle One Net Project Density: DU/AC Facilities Management Zone: f Remaining net dev acres: (For non-residential development: Type of land used created by this permit: ) Legend: IXI Item Complete \ \ Item Incomplete - Needs your action 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 _ APPROVAL/RESO. NO. DATE PROJECT NO. NO TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): • . Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. 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:\ADMlN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES Jt NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES /^ NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Interior Side: SirggLSide: fear? 0 Required _ Required _ Required """ Required 30 Shown Shown Shown Shown \ D 2. Accessory structure setbacks: Required Interior Side: Street Side: Required Rear: Required Structure separation: Required 3. Lot Coverage:Required L Shown _ Shown .^Shown SRoWrr--— Shown Shown as 4. Height:Required —Shown 5. Parking: Spaces Required Guest Spaces Required Additional Comments Shown o Shown Correct-b*ckL fo OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER.DATE H:\ADMIN\COUNTER\B1dgPlnchkRevChklst Carlsbad 01-3654 June 13, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3654 PROJECT ADDRESS: 2786 Arland Road SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 6/6/02 June 13, 2002 REVIEWED BY: Bryan Zuppiger 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? Q Yes a No Carlsbad 01-3654 June 13, 20O2 NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold in each item are to emphasize the remaining problem. • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 1. Indicate on the Title Sheet of the plans the name of the name of the person responsible for the preparation of the plans. Section 106.3.3. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Project engineer of record to stamp and sign the structural plans. 3. Final 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). 4. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, carport, patio, deck and balcony. Section 106.3.3. 7. 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." 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: b) Doors and enclosures for bathtubs and windows 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. At master bath. Carlsbad 01-3654 June 13, 2002 10. Guardrails (Section 509.1): c) 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". Cross reference detail (2/S6) to plans. MECHANICAL (UNIFORM MECHANICAL CODE) 17. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. ELECTRICAL (NATIONAL ELECTRICAL CODE) 20. Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages & outdoors. Place a GFI protected receptacle outlet in the garage. STRUCTURAL 27. 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. City requirement. Foundation plans will not be check until submittal of soil report. Additional corrections may follow. No response to correction. 28. Show distance from foundation to edge of cut or fill slopes ("distance-to-daylight") and show slope and heights of cuts and fills. Chapter 18. See site plan. No response to correction. 29. Project engineer of record to review and shop stamps manufacturer drawings or provide review letter confirming the roof truss design meets structural specifications (live, dead and drag loads, etc).(UBC Section 106.3.4.1). No response to correction. The following are new corrections based on the new structural calculations; 30. There are some holdowns that are different from the foundation page to the framing page, see the HD5A/HD8As at the front of the house/living room. 31. The structural calculations require 14 walls and HD8As at line B and D. Please clarify. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 01-3654 12/10/01 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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 EsGii 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 Carfsbad Building. 1. Indicate on the Title Sheet of the plans the name of the name of the person responsible for the preparation of the plans. Section 106.3.3. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Project engineer of record to stamp and sign the structural plans. 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). 4. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, carport, patio, deck and balcony. Section 106.3.3. 5. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION • FIELD WELDING 6. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 7. 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, Carlsbad O1-3654 12/1O/O1 11. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) Ends of handrails shall be returned or shall have rounded terminations or bends. 12. 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.At pantry. 13. Specify roof slope. At loggia. 14. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of 1/i inch per foot for drainage. Section 1402.3. 15. Show drains and overflows. Sections 1506.2 and 1506.3. At balconies. • MECHANICAL (UNIFORM MECHANICAL CODE) 16. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. d) Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. e) Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 3102.3.8. 17. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 18. 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. 19. Show on the plan that receptacle outlets in hallways comply with NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. 20. Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages & outdoors. STRUCTURAL CALCULATIONS FOR: KALIKI RESIDENCE PLANS 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 ANALYSIS (FLOOR) PAGES 1-5 4 SEISMIC ANALYSIS (FRONT TO BACK) PAGES 1-10 5 SIESM1C ANALYSIS (SIDE TO SIDE) PAGES 1-13 6 SHEARWALL SCHEDULE PAGE 1 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 & 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 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 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:KALIKI RESIDENCE PLAN 3 ARLANDROAD CARLSBAD, CA 92008 2/2/01 DESIGN LOADS ROOF LOADS (CONC. TILE) CONG. TILE ROOF 1/2" CDX PLYWOOD TRUSSES @ 24" O.C. 1/2" GYP BOARD INSUL/MISC. D.L. L.L (6:12 PITCH) ROOF LOAD FLOOR LOADS 2 X 12 @ 16" O.C. 5/8" PLYWOOD 1/2" GYP BOARD MISC/INSUL D.L LL 10.00 PSF 1.50 PSF 3.00 PSF 2.50 PSF 1.00 PSF 17.00 PSF 16.00 PSF 33.00 PSF 3.20 PSF 2.00 PSF 2.50 PSF 2.30 PSF 10.00 PSF 40.00 PSF EXTERIOR WALL LOADS 7/8" STUCCO 2X4@16"O.C. 1/2" GYP BOARD INSUL/MISC. 10,00 PSF 1.50 PSF 2.50 PSF 1.00 PSF EXT. WALL LOAD 15.00 PSF INTERIOR WALL LOADS 2-1/2" GYP BOARD 5.00 PSF 2X4 @ 16" O.C. 1.50 PSF INSUL/MISC. 1.50 PSF INT. WALL LOAD 8.00 PSF DECK LOADS / BALCONY D.L L.L. 10.00 PSF 60.00 PSF FLOOR LOADS 50.00 PSF DECK LOADS 70.00 PSF VERTICAL LOAD ANALYSIS PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 DATE:2/2/01 TILE ROOF = FLOOR = STAIRS = 33.00 50.00 0.00 EXT.WALL= 15.00 INT. WALL = 8.00 DECK = 70.00 i^ocr : :i:;i~A3. r^ ;D^ - rvOOF , ,^AOcR. R-JST = ROOF JOIST. R=BM = ROOF BM R- TRUSSES r\OOF INT. WAL EXT.WAL FLOOK DECK SPAN = Fv Fb E R = HDR1.2 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E R-HDR 3 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 0.00 t-T. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 PSI 95.00 PSI 1125.00 PSI 1700000 PSI .4. 5.17 & 18 19.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 3.00 FT 95.00 PSI 925.00 PSI 1700000 PSI 20.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. s 0.00 FT. = 6.00 FT 95.00 PSI 925.00 PSI 1700000 PS! P.S.I. O.uO utJ-. 0.00 IN. MAX 0.00 MX 0.00 IN. # 0.00 0.00 REQ!D,A= 0.00 IN.A2 < 0.00 O.QQ SX= 0.00 IN.A3 < 0.00 0.00 l= #DIV/0! IN.M « 0.00 b= 0.00 d= 0.00 USE: ROOF TRUSS CALCS BY OTHERS P.S.I. 627.00 DEF. 0.10 IN. MAX 0.00 MX 8465 IN. # 0.00 0.00 REQ'D,A= 10.31 IN.A2 < 19.25 0.00 SX= 9.15 IN.A3 < 17.65 627.00 I = 6.72 IN.M < 48.53 b= 3.50 d= 5.50 USE: 4X6 D.F. #2 OR BETTER P.S.I. 660.00 DEF. 0.20 IN. MAX 0.00 MX 35640 IN. # 0.00 0.00 REQ'D,A= 23.23 IN.A2 < 32.38 0.00 SX= 38.53 IN.A3 < 49.91 660.00 I = 56.60 IN.M - 230.84 b= 3.50 d= 9.25 USE: 4 X 10 D.F #2 OR BETTER IN.A2 IN.A3 IN.M IN.A2 IN.A3 IN.M IN.A2 IN.A3 IN.M R-FRNT PORCH BM TYP. ROOF INT. WAL EXT.WAl FLOOR DECK SPAN = Fv Fb E R-HDR 6 - 9. ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E R-HDR 8. 14 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E R- HDR 10 - ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 6.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = Q.OO FT. * 6.00 FT 95.00 PSI 925.00 PSt 1700000 PSI 9.00 FT. = 0.00 FT. = 0.00 FT. - 0.00 FT. = 0.00 FT. = 3.00 FT 95.00 PSI 925.00 PSI 1700000 PSI -16.18. 25 & 26 6.00 FT. - 0.00 FT. = 0.00 FT. = 0.00 FT, = 0.00 FT. = 6.00 FT 95.00 PSI 925.00 PSI 1700000 PSI 13.20-24 16.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. - 6.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI P.S.I. 198.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= Q.OO SX= 198.00 I = USE: 4X6 P.P. P.S.I. 297.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 297.00 I = USE: 4X4 P.P. P.S.I. 198.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 198.00 I = 0.20 IN. MAX 10692.00 IN. # 7.95 IN/2 < 11.56 IN.A3 « 16.98 IN.A4 < b= 3.50 d= 5.50 #2 OR BETTER 0.10 IN. MAX 4010 IN.# 5.67 IN.A2 < 4.33 IN.A3 - 3.18 IN.M - b= 3.50 d= 3.50 #2 OR BETTER 0.20 IN. MAX 10692 IN. # 7.95 IN.A2 < 11.56 IN.A3 « 16.98 IN.M < b= 3.50 d= 5.50 19.25 IN.A2 17.65 IN.A3 48.53 IN.M 12.25 IN.A2 7.15 IN.A3 12.51 IN.M 19.25 IN.A2 17.65 IN.A3 48.53 IN.M USE: 4X6 P.P. #2 OR BETTER P.S.I. 528.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 528-00 I = USE: 4X8 D.F. 0.20 IN. MAX 28512 IN. # 19.97 IN.A2 < 28.51 W.A3 < 45.28 fN.A4 < b= 3.50 d= 7.25 #1 OR BETTER 25.38 IN.A2 30.66 IN A3 111.15 IN.M R- HDR 19 ROOF INT. WAL EXT.WAL FLOOR DECK P SPAN = Fv Fb E R-BM1 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 2.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 2200.00 LBS 4.00 FT 95.00 PSi 925.00 PSI 1700000 PSI 18.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 1 1.00 FT. = 95.00 PSI 1000.00 PSI 1700000 PSI R- HDR 27 & 28 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv = Fb C ••• R- HDR 29 & ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 14.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 4.00 FT. = 95.00 PSI 925.00 PSI 1700000 PSI 31 4.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 4.00 FT. = 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 66.00 DEF. 0.13 IN. MAX 0.00 MX 1584 IN. # 0.00 0.00 REQ'D,A= 2.08 IN.A2 < 0.00 0.00 SX= 1.71 IN.A3 - 0.00 66.00 l= 1.68 IN.A4 « 0.00 b= 0.00 d= 0.00 USE: SEE POINT LOAD CALCS. ATTACHED 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.A2 < 63.25 0.00 SX* 107.81 IN.A3 - 121.23 594.00 I = 313.92 IN.A4 < 697.07 b= 5.50 d= 11.50 USE: 6 X 12 D.F. #1 OR BETTER P.S.I. 462.00 DEF. 0.13 IN. MAX 0.00 MX 11088 IN. # 0.00 0.00 REQ'D,A= 11.25 IN.A2 < 19.25 0.00 SX= 11 .99 IN *3 < 17.65 462.00 1= 11.74IN.M < 48.53 b= 3.50 d= 5.50 USE: 4X6 D.F. #2 OR BETTER P.S.I. 132.00 DEF. 0.13 IN. MAX 0.00 MX 3168 IN. # 0.00 0.00 REQ'D,A= 3.56 IN.A2 < 12.25 0.00 SX= 3.42 IN.A3 « 7.15 132.00 l= 3.35 IN.M < 12.51 b= 3.50 d= 3.50 USE: 4X4 D.F. #2 OR BETTER IN.A2 1N.A3 IN.A4 IN.A2 IN.A3 IN.M IN.A2 IN.A3 IN.M IN/2 IN/3 IN.M PROJECT: KALIKI RESIDENE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 2/2/01 SIMPLE BEAM WITH POINT LOAD n^OF HEADER 19 P = 2200.00 LBS 56.00 PLF L = 4.00 FT lp= 1.00 FT Iw = 4.00 FT Fv = 95.00 PSI Fb = 925.00 PSI E= 1700000.00 PSI DEFLN = MX MOM= REQ. A= REQ. SX= REQ. l = 0.13 IN. MAX. 27984.00 IN/# 19.45 IN. A2 30.25 IN. A3 46.40 in. A4 25.38 IN. A2 30.66 IN. A3 111.15 IN. A4 3.50 in. 7.25 in. USE:4X8 P.P. #2 OR BETTER R- HDR 30 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E R- HDR 32 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E = R- HDR 33 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E = 6.00 FT. = 0.00 FT. = 0.00 FT. = 0,00 FT. - 6.00 FT. = 6.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI 8.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 6.00 FT 95.00 PSI 925.00 PSI 1700000 PSi 6.00 FT. = 0.00 FT. = 0,00 FT. = 0.00 FT. = 0.00 FT. = 10.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 198.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 420.00 SX= 618.00 l = USE: 4X12 D.F. P.S.I. 264.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 264.00 I = 0.20 IN. MAX 33372 IN. # 23.38 IN.A2 < 33.37 IN.A3 - 53.00 IN.A4 - b= 3.50 d= 7.25 #1 OR BETTER 0.20 IN. MAX 14256 IN. # 10.59 IN.A2 < 15.41 IN.*3 < 22.64 IN.M < b= 3.50 d= 5.50 25.38 iN.A2 30.66 IN.A3 111.15 IN.M 19.25 IN/2 17.65 IN.A3 48.53 IN.M USE: 4X6 D.F. #2 OR BETTER P.S.I. 198.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 198.00 I = 0.33 IN. MAX 29700 IN. # 13.22 IN.A2 < 32.11 IN.A3 < 78.62 IN.M < b= 3.50 d= 9.25 32.38 IN.A2 49.91 IN.A3 230.84 IN.M USE: 4X10 D.F. #2 OR BETTER VERTICAL LOAD ANALYSIS PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 DATE:2/2/01 TILE ROOF = 33.00 EXT.WALL = 15.00 FLOOR LOAD = 50.00 INT. WALL = 8.00 STA!RS= 0.00 DECK= 70.00 FLOOR MEMBERS: F-HDR (FLOOR HEADER,, F-B.» <FLOC.~x »^A..;,. H7 F- JOIST TYPICAL P.S.I. ROOF 0.00 FT. = 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'DA- 9.08 IN.A2 < DECK 0.00 FT. = 0.00 SX= 32.98 IN.A3 < 66.50 I = 195.79 IN.M < SPAN = 19.50 PSI b= 1.50 Fv = 95.00 PSI d= 13.25 Fb = 11 50.00 PSI E = 1700000.00 PSI USE: 11 7/8" X 25 TJI (® 16" O.C. F - HDR 1 & 5 P.S.I. ROOF 18.00 FT. = 594.00 DEF. 0.10 IN. MAX INT. WAL 0.00 FT. = 0.00 MX '14094 IN. # EXT.WAL 0.00 FT. = 0.00 FLOOR 9.00 FT. = 450.00 REQ'D,A= 17.17 IN.A2 < DECK 0.00 FT. * 0.00 SX= 15.24 IN.A3 < 1044.00 l= 11.19IN.M < SPAN = 3.00 PSI b= 3.50 Fv = 95.00 PSI d= 5.50 Fb = 925.00 PSI E = 1700000 PSI USE: 4X6 P.P. #2 OR BETTER F-BMO P.S.I. ROOF 20.00 FT. = 660.00 DEF. 0.60 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 300240 IN. # EXT.WAL 0.00 FT. = 0.00 FLOOR 9.00 FT. - 450.00 REQ'D,A= 36.02 IN.A2 < DECK 1QOFT. = 280,00 SX= 103.53 IN.A3 < 1390.00 I = 540.43 IN.M « SPAN = 12.00 PSI b* 5.25 Fv = 290.00 PSI d= 11.88 Fb = 2900.00 PSI E = 2000000 PSI USE: 5 1/4" X 11 7/8" PARALLAM v». 19.88 IN.A2 43.89 IN.A3 290.78 IN.M 19.25 IN.A2 17.65 IN.A3 48.53 IN.M 62.34 IN.A2 123.39 IN.A3 732.62 IN.M F - ENTRY PRCH BM TYP F-HDR2-4 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F.-HDR6.9. F - HDR 27 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN ~ Fv Fb E F - HDR 7. 8 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 6.00 FT. = 0.00 FT. = 0.00 FT. * 4.00 FT. = 0-00 FT. = 6.00 FT 95.00 PSI 925.00 PSI 1700000 PSI 10.13.17.18-21 14.00 FT. = 0.00 FT. = 0.00 FT. = 9.00 FT. * Q.OO FT. - 6.00 FT 95.00 PSI 1000.00 PS! 1700000 PSI ,&12 6.00 FT. = 0.00 FT. = 9.00 FT. = 2.00 FT. = O.QQ FT. = 6.00 PSI 95.00 PSI 925.00 PSI 1700000 PSI F-HDR11&24 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 6.00 FT. = 0.00 FT. = 9.00 FT. = 1.00 FT. » 0.00 FT. » 6.00 PSI 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 198.00 DEF. 0.20 IN. MAX 0.00 MX 21492 IN. # 0.00 200.00 REQ'D,AS 15.06 IN A2 < 0.00 SX* 23.23 IN.A3 « 398.00 I =« 34.13 IN.M « b= 3.50 d* 7.25 USE: 4X8 P.P. «OR BETTER P.S.I. 462.00 DEF. 0.20 IN. MAX 0.00 MX 49248 IN. # 0.00 450.00 REQ'D,A= 32.10 IN.A2 < 0.00 SX= 49.25 IN.*3 < 912.00 f = 78.22 IN.M < b= 3.50 d- 9.25 USE: 4X8D.F.#10RBETTER P.S.I. 198.00 DEF. 0.20 IN. MAX 0.00 MX 23382 IN. * 135.00 100.00 REQ'DA1 16.38 IN.A2 < O.QO SX= 25.28 IN.A3 < 433.00 I = 37.14 IN.M « b= 3.50 d= 7.25 USE: 4X8P.F.#20RBETTER P.S.I. 198.00 DEF. 0.20 IN. MAX 0.00 MX 20682 IN. # 135.00 50.00 REQ'D,A= 14.49 IN.A2 < 0.00 SX= 22.36 IN A3 < 383.00 I = 32.85 IN.M < b= 3.50 d* 7.25 USE: 4X8 P.P. #2 OR BETTER 25.38 !N.A2 30.66 1N.A3 111. 15 IN.M 32.38 IN/2 49.91 IN A3 230.84 IN.M 25.38 IN.A2 30.66 IN.*3 111.15 IN.M 25.38 IN.A2 30.66 IN.A3 111.15 IN.M F-HDR14- ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F - 8M 2 - 6 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F-BM1 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb t» _ F - BM A - F ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 16 - 6.00 FT. = 0.00 FT. = 9.00 FT. = 3.00 FT. = O.DO FT. = 4.00 PSt 95.00 PSI 1000.00 PS! 1700000 PSI 0.00 FT. = 9.00 FT. = 0.00 FT. = 8.00 FT. = 0.00 FT. = 6.00 PSI 95.00 PSI 925.00 PSI 1700000 PS) 0.00 FT. = 0.00 FT. = 0.00 FT. = 10.00 FT. = 4.00 FT. = 10.50 FT 95.00 PSI 1300.00 PSI 1700000 PSI 0.00 FT. = 3.00 FT. = 0.00 FT. = 2.50 FT. = 0.00 FT. = 15.00 PSI 95.00 PSI 1000.00 PSI 1700000 PSI P.S.I. 198.00 DEF. 0.00 MX 135.00 150.00 REQ'D,A: 0.00 SX= 483.00 I = USE: 4X6 D.F. P.S.I. 0.00 DEF. 72.00 MX 0.00 40Q.OQ REQ'D,A= 0.00 SX= 472.00 I = USE: 4X8 D.F. P.S.I 0.00 DEF. 0.00 MX 0.00 500.00 REQ'D,A= 280.00 SX= 780.00 I = 0.13 IN. MAX 1 1592 IN. # 11.76IN.A2 < 11.59 IN.*3 < 12.27 IN.M < b= 3.50 d= 5.50 #1 OR BETTER 0.20 IN. MAX 25488 IN. # 17.86 IN A2 < 27.55 IN.A3 < 40.48 IN.M < b= 3.50 d= 7.25 #2 OR BETTER 0.35 IN. MAX 128993 IN. # 52.86 IN.A2 < 99.23 IN.A3 •= 358.52 IN.M < b= 5.50 d= 11.50 19.25 IN.A2 17.65 W.*3 48.53 IN.M 25.38 IN,"2 30.66 1N.A3 111.15 IN.M 63.25 IN.A2 121.23 IN.A3 697.07 IN.M USE: 6X12 D.F. SELECT STRUCT. P.S.I. 0.00 DEF. 24.00 MX 0.00 125.00 REQ'D,A- 0.00 SX= 149.00 1 = 0.50 IN. MAX 50288 IN. # 15.44 IN.A2 < 50.29 IN A3 < 199.67 1N.A4 < b= 3.50 d= 11.25 39.38 IN.A2 73.83 IN.A3 415.28 IN.M USE: 4 X 12 D.F. #1 OR BETTER F - HDR 23. ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv * Fb E — 24&2B 4.00 FT. = 0.00 FT. * 0.00 FT. = 2.00 FT. =* 0.00 FT. = 6.00 PSl 95.00 PSl 925.00 PSl 1700000 PSl F - HDR 26 & 27 ROOF 14.00 FT. = INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F-BM8 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F-BM9 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 0.00 FT. = 0.00 FT. * 12.00 FT. * 0.00 FT. ^ 4.00 PSl 95.00 PSl 925.00 PSl 1700000 PSl 6.00 FT. = 0.00 FT. = 0.00 FT. = 11.00 FT. = 0.00 FT. = 11. 50 PSl 95.00 PSl 1300.00 PSl 1700000 PSl 13.00 FT. » 0.00 FT. = 9.00 FT. = 1.00 FT. * 7.00 FT. a 18.00 PSl 290.00 PSl 2900.00 PSl 2000000 PSl P.S.I. 132.00 DEF. 0.20 IN. MAX 0.00 MX 12528 IN. # 0.00 100.00 REQ'D,AS 9-31 IN.A2 < 0.00 SX« 13.54 IN.*3 < 232.00 I = 19.90 IN.M < b= 3.50 d= 5.50 USE: 4X6 D.F. #2 OR BETTER P.S.I. 462.00 DEF. 0.1 3 IN. MAX 0.00 MX 25488 IN. # 0.00 600.00 REQ'D.A' 23.41 IN.A2 < 0.00 SX= 27.55 IN A3 « 1062.00 l= 26.99 IN.M < b- 3.50 d= 7.25 USE: 4 X 8 D.F. #2 OR BETTER P.S.I. 198.00 DEF. 0.38 IN. MAX 0.00 MX 148385 IN. # 0.00 550.00 REQ'D,AS 56.59 IN.A2 < 0.00 SX= 1 14.14 IN.A3 < 748.00 I- 451 .70 IN.M < b= 5.50 d* 11.50 USE: 6X12 SELECT STRUCT. P.S.I. 429.00 DEF. 0.90 IN. MAX 0.00 MX 536544 IN. # 135.00 50.00 REQ'D,AS 43.78 IN A2 < 490.00 SX= 185.02 IN A3 < 1104.00 I* 1448.67 IN.M < b= 5.25 d* 16.00 USE: 5 1/4" X 16" PARALLAM 19.25 IN.A2 17.65 IN.A3 48.53 IN.M 25.38 IN A2 30.66 IN A3 111.15 IN.M 63.25 IN.A2 121.23IN.A3 697.07 IN.M 84.00 IN.A2 224.00 IN.A3 1792.00 IN.M F - BM 10 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F-BM11 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN * Fv Fb E 6.00 FT. = 0.00 FT. = 9.00 FT. = 9.00 FT. = 5.QQ FT. =* 23.00 PSI 290.00 PSI 2900.00 PSI 2000000 PSI 13.00 FT. - 0.00 FT. = 9.00 FT. = 1.00 FT. = 0.00 FT. * 16.00 PSI 290.00 PSI 2900.00 PSI 2000000 PSI P.S.I. 198.00 DEF. 0.00 MX 135.00 450.00 REQ'D,A: 350.00 SX= 1133.00 l = 1.15 IN. MAX 899036 IN. # 58.60 IN.A2 < 310.01 IN.A3 < 3101.67 IN.A4 < b- 7.00 d= 18.00 126.00 IN.A2 378.00 IN.A3 3402.00 IN.M USE: 7 X 18" PARALLAM P.S.I. 429.00 DEF. 0.00 MX 135.00 50.00 REQ'D,A= 0.00 SX=> 614.00 1 * USE: 3 1/2" X 14' 0.80 IN. MAX 235776 IN. # 21 .70 IN *2 < 81.30iN.A3 < 565.86 IN.M < b* 3.50 d= 14.00 " PARALLAM 49,00 IN.A2 1 14.33 »N.A3 800,33 IN.M LATERAL FORCE ANALYSIS PROJECT: KAL1KI RESIDENCE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 DATE:2/2/01 WEIGHT OF: CON TILE ROOF = FLOOR = CONC. WALL = HEIGHT OF: EAVE = FLOOR = BASE = 19.00 FT. 9.00 FT. 0.00 FT. 17.00 PSF 10.00 PSF 0.00 PSF h3 h2 hi FJCT. WALL = INT. WALL = BALCONY = 19.00 FT. 9.00 FT. 2.25 FT. 15.00 PSF 8.00 PSF 10.00 PSF FORCES: AT ROOF: ROOF EXT. WALL INT. WALL WIND: AT FLOOR: FLOOR EXT. WALL INT. WALL BALCONY CONC.WALL WIND: FRONT/BACK SEISMIC LENGTH 64.00 4.50 4.50 HEIGHT: 11.00 SEISMIC LENGTH 58.00 9.00 9.00 0.00 0.00 HEIGHT: 10.00 NUMBER 1.00 2.00 3.00 #/S.F. 22.00 NUMBER 1.00 2.00 3.00 0.00 0.00 #/S.F. 22.00 #/SF 17.00 15.00 8.00 = #/SF 10.00 15.00 8.00 10.00 0.00 = ROOF* FLOOR* V-Cvl/RTxW 0.174 0.174 0.174 TOTAL V-Cvl/RTxW 0.174 0.174 0.174 0.174 0.174 TOTAL 64.00 58,00 #/FT 189.31 23.49 18.79 231.59 242.00 #/FT 100.92 46.98 37.58 0.00 0.00 185.48 220.00 FT. FT. #/FT. #/FT. #/FT. #/FT. AT BASE: SEISMIC :NGTH V-Cvl/RTxW FLOOR EXT. WALL INT. WALL CONC.WALL 58.00 4.50 4.50 0.00 O.QO 2.00 3.00 0,00 10,00 15.00 8.00 0.00 Q.174 0,174 0.174 0.174 WIND:HEIGHT:#/S.F. 4.50 22.00 TOTAL #/FT 0.00 23.49 18.79 O.QO 42.28 #/FT. 99.00 #/FT. PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 DATE:2/2/01 LATERAL FORCE DISTRIBUTION WIND GOVERNS - DISTRIBUTION FOR INFORMATION ONLY FORCES: FRONT/BACK FORCE/ACCUMULATED PLACE wx#/FT h AT ROOF AT FLOOR AT BASE 242.00 185.48 99.00 x FT. h x w x FT# MX % W x #/FT W x #/FT 19.00 9.00 2.25 4598.00 1669.36 222.75 0.71 0.26 0.03 372.99 135.42 18.07 372.99 508.41 526.48 526.48 6490.11 1.00 526.48 PROJECT: KALIK! RESIDENCE PLAN 3 ARLAND ROAD, CARLSBAD, CA DATE:2/2/01 2ND FLOOR SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FHMT. FRONT TO BACK ROOF* 17.00 PSF FLOOR- 10. 00 PSF EXT.WALL= 15.00 PSF INT.WALL- 8.00 PSF BALCONY = 10.00 PSF CON.WALL* 0.00 PSF FRONT TO BACK L1NE1 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) - TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = SHEAR « ((R-FH+<F-FH)x T/L1 hi = 9.00 AT ROOF = h2= 19,00 AT2-FLR = h3= 2.25 AT BASE = FV-P 50.00 FT. ROOF = 22.00 FT. FLOOR = 13.00 FT. 1NT.WN_L= 5.00 FT. EXT.WALL= BALCONY* C.WALL = TOTAL D.L. - 143.00 #/FT. USE PANEL 242.00 (R-FH) 185.48 (2F-FH) 99.00 (B-FH) 6.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 7 ONE SIDE #/FT. 102.00 0.00 0.00 135.00 0.00 0.00 237.00 PLATE FORCES/ANCHOR * (RF-H+2F-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2X PLATE W/1/2"DIA. X 10"A.B. @ 5/8"DIA.X10"A.B.@ MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST HOLDOWN USE: O.T.M. = R-FHxTxMPW/L2xh1 * R.M. = P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = HST37 111 #/FT. 27 IN. O.C. STAGGERED 122 IN. O.C. OR 152 IN. O.C. 6435 #/FT 2518#/FT 783#/FT P1 * TOTAL DLx.85 201 # FT. 7 ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF 715 # UPLIFT/DOWNTHRUST » 783 # USE: M8T37 5 FT. FRONT TO BACK LINE 2 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = 12.00 FT. 12.00 FT. 26.00 FT. 12.00 FT. SHEAR - ((R-FH+<F-FH)x T/L1 524.33 #/FT. FV-P ROOF = FLOOR = INT.WAU_= EXT.WALL= BALCONY* C.WALL - TOTAL D.L. = USE PANEL 2.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14 ONE SIDE #/FT. 34.00 0.00 72.00 0.00 0.00 0.00 106.00 W/ 4 X FRAMING PLATE FORCES/ANCHOR = <RF-H+2F-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. 5/8"DIA.X10"A.B.@ UPLIFT/DOWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT 7" INTO CONCRETE O.T.M. = R-FHxTxMPW/L2xh1 = R.M. = P1xMPWA2/2 = NET UPLIFT s OTM-RM/MPW = MST48W/4X4 926 #/FT. 3 IN. O.C. STAGGERED 15 IN. O.C. OR 18 IN. O.C. 56628 #/FT 6487 #/FT 4178WFT P1 = TOTAL DLx.85 ~90 # h1 = FT. 14 ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF 6292 # UPLIFT/DOWNTHRUST = 4178 # USE: MST48W/4X4 MPW 12 FT. FRONT TO BACK LINE 3 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) - MIN. PANEL WIDTH (MPW)« SHEAR = ((R-FH+(F-FH)x T/L1 8.00 FT. 8.00 FT. 24.00 FT. 8.00 FT. 726.00 «FT. PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAILS® ANCHOR USE: 2X PLATE W/1/2THA. X 10"A.B. @ 5/8"DIA.X10"A.B.@ MINIMUM EMBEDMENT T INTO CONCRETE FV»P ROOF = FLOOR = INT.WALL= EXT.WALL- BALCONY* C.WALL * TOTAL D.L. = USE PANEL 2.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14 ONE SIDE «FT. 34.00 0.00 72.00 0.00 0.00 0.00 106.00 WJ 4 X FRAMING 1282#/FT. 2 IN. O.C. STAGGERED 11 IN. O.C. OR 13 IN. O.C. UPLJFTfDQWNTHRUST HOLDOWN USE: O.T.M. = R-FHxTxMPW/L2xh1 = R.M. = P1xMPWA2/2 = NET UPLIFT - OTM-RM/MPW = 2-MST48W/4X4 52272 2883 #/FT 6174WFT P1 - TOTAL DU.85 90 # h1 = FT. 14 ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF 5808 # UPUFT/DOWNTHRUST = 6174 # USE: 2-MST48W/4X4 MPW*8 FT. FRONT TO BACK TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) = MIN. PANEL WIDTH (MPW) = 42.00 FT. 24.00 FT. 12.00 FT. 6.00 FT. SHEAR = «R-FH+(F-FH)X T/L1 #/FT. FV = P ROOF" FLOOR = INT.WALL= EXT.WALL= BALCONY^ C.WALL = TOTAL D.L. = USE PANEL 6.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 7 ONE SIDE #/FT. 102.00 0.00 0.00 135.00 0.00 0.00 237.00 PLATE FORCES/ANCHOR = <RF-H+2F-FH)X T/(TW) =• NAILING USE; 2XPLATEW/16d NAILS® ANCHOR USE; 2 X PLATE W/ 1/2"DIA. X 10" A.B. @ 5/8MDlA.X10"A.B.@ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. = R-FHxTxMPW/L2xh1 = R.M. = P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW « HOLDOWNUSE; MST37 J 122 24 IN. O.C. STAGGERED 111 IN. O.C. OR 138 IN. O.C. 6534 #/FT 3626 #/FT 485#/FT P1 = TOTAL DLx.85 =201 # hi = FT. I ONE SIDE R-FHxTxMPW/L1 - FORCE AT ROOF 726 # UPLIFT/DOWNTHRUST = 485 # USE: MST37 MPW a 6 FT. PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD, CARLSBAD, CA DATE:2/2/01 2ASE SHEAR WALLS COMPONENT DEAD LOADS: r.OOF = rLCGK - EXT.WALL" INT.WALL= BALCONY = CON.WALL" 17. Hf»1 W. 15. 00 onWW 00 8.00 10 0 .00 .00 PSF rijr PSF PSF PSF PSF HEIGHTS H1 = h2 = h3 = FT. 9.00 1S.CO 2.25 FORCES AT ROOF = AT 2-FLR = AT BASE - FHWFT. 242.00 185.48 99.00 FRONT TO BACK (R-FK) (2F-FH) (B^H) FRONT TO BACK LINE1 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = 28.00 FT. 19.00 FT. 19.00 FT. 5.00 FT. SHEAR = ((R-FHtF-FH-t-B-FH)x T/L1 427.48 */FT. FV»P ROOF = FLOOR* INT.WALL- EXT.WALL= BALCONY- C.WALL = TOTAL D.L. » USE PANEL 6.00 FT. 2.00 FT. 0.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 9 ONE SIDE IWFT. 102.00 20.00 0.00 144.00 0.00 0.00 182.00 PLATE FORCES/ANCHOR = <RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2'DIA. X 10" A.B. @ 5/8"DIA.X10"A.B.@ MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. =(F1xh2/MPW)+(F2xh1/MPW)= R.M. = P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = HOLDOWN USE: HD5AWM_X4 357HVFT. 6 IN. O.C. STAGGERED ^ IN. O.C. OR 33 IN. O.C. 3847 #/FT. 1934 *FT. 3461 »FT. P1 = TOTAL DL/.85 =155 # hi = 19 FT. FT. 9 ONE SIDE R-FHxTxMPW/L1 - FORCE AT ROOF • F1 1210 «FT. 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 927.4 #/FT. UPLIFT/DOWNTHRUST = USE: HP SA W/ 4 X4 3461 */FT. MPW =5 FT. FRONT TO BACK LINE 2 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1): TRIBUTARY AREA (T) * MIN. PANEL WIDTH (MPW) - 18.00 FT. 11.00 FT. 26.00 FT. 5.00 FT. SHEAR » «R-FH+F-FH+B-FH)x T/L1 1010.41 I/FT. PLATE FORCES/ANCHOR = <RF-H+2F-FH+B-FH)X T/(TW) = NAILfNG USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. 5/8"DIA.X10"A.B.@ FV*p «FT. ROOF = FLOOR = INT.WALL- EXT.WALL= BALCONY* C.WALL = TOTAL D.L. » USE PANEL 2.00 FT. 12.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14 BOTH SIDES 34.00 120.00 144.00 0.00 0.00 0.00 282.00 W(6X4 FRAMING UPLIFT/DOWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT 7" INTO CONCRETE O.T.M. =(F1xh2/MPW)+(F2xh1/MPW)= R.M. = P1xMPW*2/2 = NET UPLIFT - OTM-RM/MPW - HP 10A W/ 4 X 6 760 */FT. 3 IN. O.C. STAGGERED 12 IN. O.C. OR 16 IN. O.C. 9094 #/FT. 2996 <VFT. 8494 P1 » TOTAL DL/.85 240 # hi 19 FT. FT. 14 BOTH SIDES R-FHxTxMPW/L! = FORCE AT ROOF = F1 2860 «/FT. 2F-FHxTxMPW/L1 - FORCE AT FLOOR = F2 2192.036 «FT. UPLIFT/DOWNTHRUST = 8494 USE: HP 10A W/ 4 X 6 MPW*5 FT. FRONT TO BACK TOTAL WALLOW) - LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) = M1N. PANEL WIDTH <MPW) = 12.00 FT. 12.00 FT. 26.00 FT. 4.00 FT. SHEAR = «R-FH+F-FH+B-FH>x T/L1 926.21 */FT. FV-P ROOF- FLOOR- INT.WAU_= EXT.WALL- BALCONY" C.WAU. - TOTAL D.L. * USE PANEL 2.00 FT. 12.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 13 BOTH SIDES */FT. 34.00 120.00 144.00 0.00 0.00 0.00 282.00 W/6X4 FRAMING PLATE FORCES/ANCHOR = (RF-H+2F-FH+B-FH)X T/fTW) * NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2TJ1A. X 10" A.B. @ 5/8" DIA. X10"A.B. @ MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. =(F1xh2/MPW)-i-(F2xh1/MPW)= NET UPLIFT = OTM-RM/MPW " HOLDOWN USE: HD8AW/4X6 1141 2 IN. O.C. STAGGERED 8 IN. O.C. OR „ . V— — _ •! *. .. Jt I /10 IN. O.C. 8336 #/FT. 1918 «FT. 7856 PI - TOTAL DL/.85 =240 # 19 FT. FT. BOTH SIDES R-FHxTxMPW/L1 « FORCE AT ROOF * F1 2097.333 «FT. 2F-FHxTxMPW/L1 » FORCE AT FLOOR = F2 1607.493 «FT. UPLIFT/DOWNTHRUST» 7856 #/FT. HD8AWMX8 MPW*4 FT. FRONT TO BACK LINE 4 TOTAL WALL (TW) - LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = 27.00 FT. 23.00 FT. 12.00 FT. 5.00 FT. SHEAR = ({R-FH+F-FH+B-FH)x TA.1 223.03 »/FT. FV«P ROOF" FLOOR » INT.WALL= EXT.WALL= BALCONY= C.WALL = TOTAL D.L = USE PANEL 6.00 FT. 9.00 FT, 0.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 7 ONE SIDE «FT. 102.00 90.00 0.00 144.00 0.00 0.00 252.00 PLATE FORCES/ANCHOR » (RF-H+2F-FH+B-FHJX T/(TW) = NAILING USE; 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. @ 5/8" DIA. X10"A.B. @ MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. ={F1xh2/MPW)+(F2xh1/MPW)= R.M. = P1xMPWA2/2 = NET UPLIFT - OTM-RM/MPW * HOLDOWN USE: PAHD 42 234#/FT. 9 IN. O.C. STAGGERED 40 IN. O.C. OR 50 IN. O.C. 2007 #/FT. 2678 #/FT. 1472 P1 = TOTAL DL/.85 214 # h2- 19 FT. FT. 7 ONE SIDE R-FHxTxMPW/L1 » FORCE AT ROOF * F1 631.3043 #/FT. 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 483.8609 «FT. UPLIFT/DOWNTHRUST i PAHD 42 1472 MPW'5 FT. LATERAL FORCE ANALYSIS PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 DATE:2/2/01 WEIGHT OF: CON TILE ROOF = FLOOR = CONG. WALL = 17,00 PSF 10.00 PSF 0.00 PSF EXT. WALL = INT. WALL = BALCONY * 15.00 PSF 8.00 PSF 10.00 PSF HEIGHT OF: EAVE = FLOOR = BASE = 19.00 FT. 9.00 FT. 0.00 FT. h3 h2 hi 19.00 FT. 9.00 FT. 2.25 FT. FORCES: SIDE TO SIDE AT ROOF: ROOF EXT. WALL INT. WALL WIND: AT FLOOR: FLOOR EXT. WALL INT. WALL BALCONY CONC.WALL WIND: SEISMIC LENGTH 76.00 4.50 4.50 HEIGHT: 11.00 SEISMIC LENGTH 72.00 9.00 9.00 0.00 0.00 HEIGHT; 10.00 NUMBER 1.00 2.00 4.00 #/S.F. 22.00 NUMBER 1.00 2.00 4.00 0.00 0.00 #/S.F. 22.00 ROOF- FLOOR* 17.00 15.00 8.00 V-Cvl/RT*W 0.174 0.174 0.174 TOTAL 10.00 15.00 8.00 10.00 0.00 V-Cvl/RTxW 0.174 0.174 0.174 0.174 0.174 TOTAL 76.00 FT. 72.00 FT. #/FT #/FT. 242.00 #/FT. 125.28 46.98 50.11 0.00 0.00 222.37 #/FT. 220.00 #/FT. LENGTH NUMBER #/ SF V-Cvl/RTxW FLOOR EXT. WALL INT. WALL CONC.WALL 72.00 4.50 4.50 0.00 0.00 2.00 4.00 0.00 10.00 15.00 8.00 0.00 0.174 0.174 0.174 0.174 WIND:HEIGHT:#/S.F. 4.50 22.00 TOTAL #/FT 0.00 23.49 25.06 0.00 48.55 #/FT. 99.00 #/FT. PROJECT: KAL1KI RESIDENCE PLAN 3 ARLAND ROAD CARLSBAD, CA 92008 DATE:2/201 LATERAL FORCE DISTRIBUTION FORCES: SIDE TO SIDE FORCE/ACCUMULATED PLACE wx#/FT hxFT. hxwxFT* MX % Wx#/FT AT ROOF AT FLOOR AT BASE 273.35 222.37 99.00 19.00 9.00 2.25 5193.73 2001.35 222.75 0.70 0.27 0.03 416.41 160.46 17.86 Wx#/FT 416.41 576.87 594.73 594.73 7417.82 1.00 594.73 PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD, CARLSBAD, CA DATE:2/2/01 2ND FLOOR SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FHWFT. SIDE TO SIDE ROOF* 17.00 PSF FLOOR- 10.00 PSF EXT.WALL= 15.00 PSF INT.WALL= 8.00 PSF BALCONY = 10.00 PSF CON.WAU_= 0.00 PSF SIDE TO SIDE LINE A TOTAL WALL (TW) * LENGTH OF SHEAR WALL (L1) - TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = SHEAR = ((R-FH+(F-FH)x T/L1 hi = 9.00 AT ROOF * h2= 19.00 AT2-FLR* h3= 2.25 AT BASE* FV-P 52.00 FT. ROOF* 30.00 FT. FLOOR - 8.00 FT. INT.WALL= 6.00 FT. EXT.WALL* BALCONY* C.WALL • TOTAL D.L. - 111.04*/FT. USE PANEL 416.41 (R-FH) 160.46 (2F-FH) 17.86 (B-FH) 17.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 7 ONE SIDE WFT. 289.00 0.00 0.00 135.00 0.00 0.00 424.00 PLATE FORCES/ANCHOR = <RF-H+2F-FH)X T/(TW) * NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2XPLATEW/1/2"DIA.X 10"A.B.@ 5/8"DlA.X10"A.B. @ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST HOLDOWN USE: O.T.M.« R-FHxTxMPW/L2xh1 « R.M. = P1xMPW"2C * NET UPLIFT - OTM-RM/MPW = NOT REQUIRED 8gl#/FT. 2g IN. O.C. STAGGERED 120 IN. O.C. OR 149 IN. O.C. 5996 #/FT 6487 WFT -82WFT P1= TOTAL DU.85 360 # hi FT. 7 ONE SIDE R-FHxTxMPW/L1 - FORCE AT ROOF 666.256 # UPUFT/DOWNTHRUST = -82 # USE: NOT REQUIRED MPW =6 FT. SIDE TO SIDE LINES TOTAL WALLOW) - LENGTH OF SHEAR WALL <L1) TRIBUTARY AREA (T) =* WIN. PANEL WIDTH (MPW) = 30.00 FT. 22.00 FT. 16.00 FT. 22.00 FT. 2.84 #/FT.SHEAR * «R-FH+(F-FH)x T/L1 PLATE FORCES/ANCHOR = (RF-H+2F-FHJX T/(TW) = NAILING USE: 2XPLATEW/16d NAILS® ANCHOR USE; 2X PLATE W/ 1/2"DIA. X 10MA.B. @ 5/8"DIA.X10"A.B.@ MINIMUM EMBEDMENT 7" INTO CONCRETE FV*P ROOFs FLOOR = INT.WALL= EXT.WALL= BALCONY= C.WALL - TOTAL D.L. = USE PANEL 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 8 ONE SIDE #/FT. 0.00 0.00 72.00 0.00 0.00 0.00 72.00 308 #/FT. § IN. O.C. STAGGERED 34 IN. O.C. OR 43 IN. O.C. UPLIFT/POWNTHRUST HOLDOWN USE: O.T.M. - R-FHxTxMPW/L2xh1 = R.M. = P1xMPWA2/2 = NET UPLIFT * OTM-RM/MPW = MST37 P1 = TOTAL DU.85 -61 # h1 = FT. ONE SIDE 59963 #/FT 14810 #/FT 2052 #/FT R-FHxTxMPW/L1 = FORCE AT ROOF 6662.56 # UPLiFT/DOWNTHRUST = 2052 # USE: MST37 MPW'22 FT. SIDE TO SIDE LINEC TOTAL WALLfTW) • LENGTH OF SHEAR WALL (L1) > TRIBUTARY AREA (T) * WIN. PANEL WIDTH (MPW) = 24.00 FT. 13.00 FT. 15.00 FT. 5.00 FT. SHEAR = ((R-FH+(F-FH)x T/L1 480.47 #/FT. FV-P ROOF = FLOOR = INT.WALL* EXT.WALL= BALCONY^ C.WALL = TOTAL D.L.« USE PANEL 17.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 13 ONE SIDE «FT. 289.00 0.00 0.00 135.00 0.00 0.00 424.00 W/ 4 X FRAMING PLATE FORCES/ANCHOR = (RF-H+2F-FHJX T/(TW) = NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/1/2"DIA. X 10"A.B.@ 5/8"DIA.X10"A.B.@ UPLIFT/DQWNTHRUST HOLIX5WN USE: MINIMUM EMBEDMENT 7" INTO CONCRETE O.T.M. = R-FHxTxMPW/L2xh1 = R.M. - P1xMPW*2C = NET UPLIFT = OTM-RMMPW * MST48WMX4 361 WFT. g !N. O.C. STAGGERED 29 IN. O.C. OR 37 IN. O.C. 21621 #/FT 4505 #/FT 3423 #/FT P1 * TOTAL DLx.85 360 # FT. ONE SIDE 3 R-FHxTxMPW/L1 - FORCE AT ROOF 2402.365 # UPLIFT/DOWNTHRUST = 3423 # USE: MST48W/4X4 MPW =5 FT. SIDE TO SIDE LINED TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = WIN. PANEL WIDTH (NIPW) = 16.00 FT. 10.00 FT. 13.00 FT. 5.00 FT. SHEAR = ((R-FH+<F-FH)xT/L1 541.33#/FT. PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/CTW) = NAILING USE: 2 X PLATE W/16d NAILS® ANCHOR USE: 2X PLATE W/1/2"DIA.X 10" A.B. 5/8HDIA.X10"A.B.@ FV»P ROOF* FLOOR- INT.WALL= EXT.WALL= BALCONY= C.WALL = TOTAL D.L. = USE PANEL 2.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 14 ONE SIDE «FT. 34.00 0.00 0.00 135.00 0.00 0.00 169.00 W/4X FRAMING UPLIFT/DOWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT 7" INTO CONCRETE O.T.M. = R-FHxTxMPW/L2xh1 « R.M. - P1xMPW*2/2 - NET UPLIFT = OTM-RM/MPW = MST60W/4X4 469#/FT. 5 IN. O.C. STAGGERED 23 IN. O.C. OR 28 IN. O.C. 24360 #/FT 1796 #/FT 4513 #/FT P1 = TOTAL DLx.85 ~144 # FT. ONE SIDE 3 R-FHxTxMPW/L1 = FORCE AT ROOF 2706.665 # UPLIFT/DOWNTHRUST = 4513 # USE: MST 60 W/ 4 X d 5 FT. SIDE TO SIDE LINEE TOTAL WALL (7W) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = 20.00 FT. 12.00 FT. 10.00 FT. 6.00 FT. SHEAR = ((R-FH-t-(F-FH)x T/L1 347.01 #/FT. FV-P ROOF = FLOOR = INT.WALL= EXT.WALL- BALCONY= C.WALL = TOTAL D.L. = USE PANEL 3.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. 8 ONE SIDE #ffT. 51.00 0.00 0.00 135.00 0.00 0.00 186.00 PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/(TW) = NAILING USE: 2XPLATEW/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. @ 5/8" D1A. X Iff1 A.B. @ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST O.T.M. = R-FHxTxMPW/L2xh1 = R.M. =P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = HOLDOWN USE: MST37 288*ffT. 8 IN. O.C. STAGGERED 27 IN: o.c. OR 46 IN. O.C. 18738#/FT 2846 #/FT P1-TOTAL DLx,85 =158 # h1 = FT. ft ONE SIDE 3 R-FHxTxMPW/L1 = FORCE AT ROOF 2082.05 # UPLIFT/DOWNTHRUST - 2649 # USE: MST37 6 FT. PROJECT: KALIKI RESIDENCE PLAN 3 ARLAND ROAD, CARLSBAD, CA DATE:2/2/01 2ASE SHEAR WALLS COMPONENT DEAD LOADS: ".OOF- 17.00 PSF FLOOR- 10.00 PSF EXT. WALL- 15.00 PSF INT.WALL* 8.00 PSF BALCONY = 10.00 PSF CON.WALL- 0.00 PSF SIDE TO SIDE LINE A TOTAL WALL (TW) « LENGTH OF SHEAR WALL (LI) = TRIBUTARY AREA (T) = WIN. PANEL WIDTH (MPW) = SHEAR - ((R-FH+F-FH+B-FH)x T/L1 HEIGHTS FT. hi = 9.00 h2 = 19.00 h3 = 2.25 32.00 FT. 18.00 FT. 9.00 FT. 5.00 FT. 288.44 «/FT. PLATE FORCES/ANCHOR « (RF-H+2F-FH+B-FHJX T/(TW) - NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. @ FORCES FH#/FT. SIDE TO SIDE AT ROOF - AT2-FLR = AT BASE - FV-P ROOF" FLOOR» INT.WALL* EXT.WALL* BALCONY- C.WALL * TOTAL D.L. » USE PANEL 416.41 (R-FH) 160.46 (2F-FH) 17.86 (B-FH) 6.00 FT. 1.00 FT. 0.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 8 ONE SIDE «FT. 102.00 10.00 0.00 144.00 0.00 0.00 172.00 167S/FT. IQlN. 47 IN. O.C. STAGGERED O.C. OR UPL1FT/DOWNTHRUST HOLDOWN USE: 5/8"DIA.X10"A.B. @ MINIMUM EMBEDMENT 7" INTO CONCRETE O.T.M. -(F1xh2/MPW)+(F2xh1/MPW)- R.M. = P1xMPW*2/2 = NET UPLIFT = OTM-RM/MPW - HPAHD22 §§ IN. O.C. 2596 «FT. 1828 */FT. 2230 *FT. P1 = TOTAL DU.85 146 # hi « h2 = 19 FT. FT. 8 ONE SIDE R-FHxTxMPW/L1 - FORCE AT ROOF - F1 1041.025 */FT. 2F-FHxTxMPW/L1 * FORCE AT FLOOR * F2 401.15 «FT. UPLIFT/DOWNTHRUST USE: 2230 *FT. 5 FT. SIDE TO SIDE UNEB TOTAL WALL fTW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) " MIN. PANEL WIDTH (MPW)« 38.00 FT. 16.00 FT. 16.00 FT. 8.00 FT. SHEAR * «R-FH+F-FH+B-FH)xT/L1 576.87 «FT. FV»P ROOF- FLOOR" INT.WALL* EXT.WALL* BALCONY- C.WALL » TOTAL D.L. « USE PANEL 0.00 FT. 8.00 FT. 18.00 FT. 0-00 FT. 0.00 FT. 0.00 FT. 14 ONE SIDE f/FT. 0.00 80.00 144.00 0.00 0.00 0.00 242.00 W/ 4 X FRAMING PLATE FORCES/ANCHOR = (RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE: 2XPLATEW/16d NAILS® ANCHOR USE: 2 X PLATE W/1/2"DIA.X10"A.B. @ 5/8-DIA.XKTA.B.® MINIMUM EMBEDMENT T INTO CONCRETE UPL1FT/DOWNTHRUST O.T.M. =<F1xh2/MPW)+(F2xh1/MPW)s R.M. = P1xMPW"2/2 * NET UPLIFT » OTM-RMMPW - HOLDOWN USE: HDSAW/4X4 11N. O.C. STAGGERED 32 IN. O.C. OR 32 IN. O.C. 5192 *FT. 6582 «FT. 4369 «FT. P1 * TOTAL DL/.85 '206 # hi h2 19 FT. FT. 14 ONE SIDE R-FHXTXMPW/L1 - FORCE AT ROOF = F1 3331.28 «FT. 2F-FHxTxMPW/L1 » FORCE AT FLOOR = F2 1283.68 «/FT UPLIFT/DOWNTHRUST - 4369 iltfFT. USE: HDSAW/4X4 MPW*8 FT. SIDE TO SIDE UNEC TOTAL WALL{TW) » LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) * MIN. PANEL WIDTH (MPW)" 34.00 FT. 24.00 FT. 15.00 FT. 5.00 FT. SHEAR - ((R-FH+F-FH+B-FH)x T/L1 360.54 «FT. FV-P ROOF- FLOOR- INT.WALL- EXT.WALL- BALCONY- C-WALL - TOTAL D.L. = USE PAMEL 2.00 FT. 6.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 8 ONE SIDE «FT. 34.00 60.00 144.00 0.00 0.00 0.00 222.00 PLATE FORCES/ANCHOR • <RF-H+2F-FH+B-FH)X T/(TW) • NAILING USE: 2 X PLATE W/164 MAILS @ ANCHOR USE: 2 X PLATE W/ 1/2T31A. X 1(T A.B. @ 5/8'DlA. X10-A.B. @ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST OT.M. »(F1xh2MPW)+(F2xh1/MPW)» R.M. • P1xMPW*2/2 m NET UPLIFT = OTM-RMMPW - HOLDOWN USE: HPAHD22 262 7 IN. O.C. STAGGERED 30 IN. O.C. OR IN. O.C. 3245 *FT. 2359 *FT. 2773 WT. P1 « TOTAL DL/.85 189 # hi • 19 FT. FT. ft ONE SIDE R-FHxTxMPW/L1 « FORCE AT ROOF = F1 1301.281 *FT. 2F-FHxTxMPW/L1 * FORCE AT FLOOR « F2 501.4375 *FT. UPUFT/DOWNTHRUST - USE: HPAHD 22 2773 «FT. MPW'5 FT. SIDE TO SIDE LINED TOTAL WALL (TW) - LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) * M1N. PANEL WIDTH (MPW) * SHEAR * «R-FH+F-FH+B-FH)x T/L1 16.00 FT. 10.00 FT. 13.00 FT. 5.00 FT. 749.93 t/FT. PLATE FORCES/ANCHOR - (RF-H+2F-FH+B-FH)X T/(TW)« NAILING USE: 2 X PLATE W/1W NAILS @ ANCHOR USE; 2XPLATEW/1/2"DIA.X10"A.B.® 5/8"DIA. X1Q-A.B. ® FV-P ROOF* FLOOR- INT.WALL- EXT.WALL- BALCONY- C.WALL = TOTAL D.L. - USE PANEL 2.00 FT. 1.00 FT. 18.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14 ONE SIDE WFT. 34.00 10.00 144.00 0.00 0.00 0.00 172.00 W/ 4 X FRAMING UPLIFT/DQWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT T INTO CONCRETE O.T.M. -(F1xh2/MPWMF2xh1/MPW)» R.M. = P1xMPW*2/2 = NET UPLIFT » OTM-RM/MPW - HD8AW/4X4 483 «FT. 4 IN. O.C. STAGGERED J6 IN. O.C. OR 2Q IN. O.C. 6749 «FT. 1828 «FT. 6384 «ffT. P1 « TOTAL DL/.85 =146 # h2 19 FT. FT. 14 ONE SIDE R-FHXTXMPW/L1 - FORCE AT ROOF « F1 2706.665 */FT. 2F-FHxTxMPW/L1 « FORCE AT FLOOR = F2 1042.99 */FT. UPUFT/DOWNTHRUST- 6384 «FT. USE: HD8AW/4X4 MPW"5 FT. SIDE TO SIDE TOTAL W ALL (TW) - LENGTH OF SHEAR WALL <L1) - TRIBUTARY AREA (T) = MIN. PANEL WIDTH (MPW) » 16.00 FT. 8.00 FT. 15.00 FT. 8.00 FT. SHEAR - ((R-FH+F-FH+B-FH)x T/L1 1081.63iffT. PLATE FORCES/ANCHOR • CRF-H+2F-FH+B-FH)X T/(TW) - NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X10" A.B. @ 5/8-DIA.X10-A.B.® FV»P ROOF- FLOOR* INT.WALL* EXT.WALL- BALCONY* C-WALL = TOTAL D.L. * USE PANEL 10.00 FT. 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. Q.QQ FT. 14 BOTH SIDES WFT. 170.00 0.00 0.00 72.00 0.00 0.00 90.00 W/ 4 X FRAMING UPLIFT/DQWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT T INTO CONCRETE O.T.M. «{F1xh2/MPWHF2xh1/MPW)= R.M. * P1xMPW*2/2 * NET UPLIFT - OTM-RM/MPW » HD10AW/4X4 5§8«FT. 2 IN. O.C. STAGGERED 14 IN. O.C. OR 18 IN. O.C. 9735 «FT. 2448 «FT. 9429 fl^FT. P1 = TOTAL DL/.85 77 # hi 19 FT. FT. 14 BOTH SIDES R-FHxTxMPW/L1 - FORCE AT ROOF - F1 6246.15 */FT. 2F-FHxTxMPW/L1 « FORCE AT FLOOR - F2 2406.9 UPLIFT/DOWNTHRUST= 9429 */FT. USE: HD10AW/4X4 MPW'8 FT. 26.00 FT. 18.00 FT. 7.00 FT. 8.00 FT. I4.34 «/FT. SIDE TO SIDE UMtf TOTAL WAa(TW) « LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) « MIN. PANEL WIDTH (MPW)" SHEAR * ((R-FH+F-FH+B-FHJx T/L1 PLATE FORCES/ANCHOR * (RF-H+2F-FH+B-FHJX T/(TW) - NAIUNG USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 1<T A.B. @ 51V D1A. X 10- A.B. Q MINIMUM EMBEDMENT r INTO CONCRETE UPLIFTVDQWNTHRUST O.T.M. *(F1xh2MPW)+(F2xh1/MPW)- R.M. - P1xMPW*2/2 " NET UPLIFT « OTM-RMMPW « HOLDOWN USE: PAHD42 FV-P ROOF- FLOOR* wr.wALL- EXTWALL- BALCONY- C.WALL - TOTAL D.L.- USEPAMEL 6.00 FT. 0.00 FT. Q.OOFT. S.OO FT. 0.00 FT. 0.00 FT. 8 ONE SIDE I/FT. 102.00 0.00 O.QO 72.00 0.00 0.00 90.00 H IN. O.C. STAGGERED 4fi IN. O.C. OR S2 IN. O.C. 2019 «FT. 2448 WFT. 1713 «FT. P1 « TOTAL DL/.85 77 # 19 FT. FT. 8 ONE SIDE R-FHJOVMPW/L1 * FORCE AT ROOF - F1 1295.498 «FT. 2F-FHXTXMPW/L1« FORCE AT FLOOR « F2 499.2089 «FT. UPUFT/DOWNTHRUST' USE: PAHD42 1713 «FT. MPW'8 FT. 5HEAR WALL SCHEDULE S5S» SOLE PLATE ATTAGtMMT BCT.WALLID CONC.9PAC*9LLTO HOOD WALLBOATO NLMB-B 9d COOUK TOjC.roc,100 200 UdCOMM.WML0l6* 16d COMM. NAIL 6fl" Nonre-s 9d COOLER vac,129 290 64/OC. 93* Of. WT WALU90AH?9d COOLER vac.BO 900 8MB"DIA.Am SWDlA-ABtt aroc.I6d COMM. NAIL 04- WALLBOARCJ 6d COOLER ror.IB 290 ftflMTIA. WDlA.Ma046* I6d COMM. NAIL 016* fed COMM. NAIL 06* A.wr anrpsuM HALLBOARD NOIfi-9 3d COOLER 4-ac.149 2*0 9WDIA. AB* 9MB-DIA. ABS 64-OjC. 92'OjC. UM COMM. NML 012* I6d COMH NAIL *6* 9A*arrnuM (BLOGiaDjNOTE-9 6d COOLBt 4'OC.4-ac,ns 990 •WD1 A. AB-S «24 16dCOMM.NAlL«6> 16d COMM NAIL 041 9/B- CO-X PLYWOOD 200 AB* 92' 16'OjC. I6d GOMM. NAIL «6B (6d COMM NAIL 69' 9/B" CD-X PLYWOOD OMO) 9BO 160 9/B-DtA. B/B-DIA- AW9 24'OJC. 16' O.C. l6dCOMM.NAH.641 I6d CGMM. NAIL 02' 9MB* 6D-X PLYWOOD C244QI) 442 164 BWDIA. ABS 6I6- 16*I6d COMM. NAIL 69' M* CD-X PLYWOOD 640 1280 SMB'DtA. •WB-DIA. 16' 16" O.C. I6d COMM. NAIL 623" i/a*f*LYWooD 910 62O AB* S/B-D1A, ABB 92'OjC. 16" I6d COMM. NAIL 64- I6d COMM. NAIL 62* wr CD-X rt_Ywo0D 460 420 AB-S «I6B • 16- or. • 0* or. I6d COMM. NAIL 64" I6d COMM. NAIL 02' l/3* CD-* PLYWOOOD O2/I6) 600 QOO BWOIA. >W9 •»• 9WDIA. >B» dJA- 16- or. i6* or. I6d COMM, NAIL 0251 MT CD-X PLYWOOD •no 040 >*»0t6- 16- or. i6B or. I6d COMM. NAIL 02" n/6" STUCCO OR Pr. PUWHl W*»APB»i-9WD1A. ATO 04B" 200 4&* or. 24- or. IM CCMM. NAIL 6ft" I6d COMM. NAIL 04' -MB" STUCCO OR Pi.329 690 SW617JA. AB-S «t6' 33- or. (6* or. I6d COMM. NAIL 04' I6d COMM. NAIL 023 NOTE, I. PLYWOOD PANEL EP6S3 TO BC SOUP tl nTJtJTT. X tt*3U."«"OeCURflf^»MM6flWU, BE 9X NOMINAL OR THICiq». 9. gBARMALLVAUgPORPIBf)1ALLMJ*n'BB>agJUCa?30»>«^ 4. ALL PLT-MOOP SHBAJt SHALL BS APPLIED TO PACE OP PRAMIN6 STU?. 9. ADJODON6 PLY-WCJOD PWtS. fOTD SHALL BE SX IP lOd NAIL 9P*BCIPIBD 6. 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(O i to -Jg -* •sj 6 i" _** u tb * •k Ul _* o> L. en i" 3 00 •4 00 * OB l"_i O o 0) l" o ^ M ^ Ul"_k ^o»s en Jk en i OJ •ij •^ en O)i" <Q ill (O *i -^ X S M ± •kb) -C _*eaS en en en en 2 M ^ to «$ eo i to t _i -i eS j* M J, U _k (0S (A 6) en d> «? 2. «i S to *i _». ^ 00 X u 0> _k *. 6 aao tn ij en ^ i ^i~ R eo ^ «j& eo S -*di oj u CD * ^ o cnA» eni. -S 00 S «J ^ eoi" • toi o _1 03 N i" S J*t .* *>^i M j5? t g N g £ I a-a go -h X e S iI Si^ £ S ii'i Olm,pwU18(OC039<O *0 Om >" fT1S 2- 5V —sDfTltoo -nr-mzp0c—1-o-1>r- !'» « K i_ wfc:^p mi° ? glmO»H 2°zxigc°m Q i^om-n»0 ft' ^R"fflOm 35 ?° fn 71 NORTH COUNTY COMPACTION ENGINEERING, INC. December 18,2000 Project No. CE-5659 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: 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 11, 2000. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent (90%). Therefore, we recommend construction continue as scheduled. SCOPE 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 11, 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. O. BOX 302002 * ESCONDIDO, CA 92030 * (760)480-1116 FAX (760)741-6568 Of 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. LABORATORY 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. 1. Optimum Moisture/Maximum Density (ASTM D-1557) 2. Expansion Potential Test (FHA Standard) SOIL CONDITIONS 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-l 556 orD-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 coarrrv COMPACTION ENGINEERING, INC. Project No. CE-5659 Page 5 It is the responsibility of the owner and/or 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 and/or 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. Ronald K. Adams President Dale R. Registered Geotechnical Engineer 9393 000713 RKA:paj cc: (3) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING TWO PROPOSED SINGLE FAMILY DWELLINGS ARLAND DRIVE CARLSBAD, CALIFORNIA — r_ beptic IK I / I and BacKi J 2S *2? I\—«—_l o ^*' /1 •\ff ™' , "0 \^ "^^ - i •§ ^ 32T*feii^» j, APPROX. SCALE 1" = 40' TEST LOCATION SKETCH PROJECT NO. CE-5659 PLATE No. ONE NORTH COUNTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS Test # Date I 1 I 11/21/00 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 1 1/30/00 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 forizontal Vertical .ocation Location See 166.0 Plate 168.0 One 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 Field Moisture Dry Density %DryWt. LBCu.Ft. 10.6 117.9 07.7 116.6 11.8 117.8 11.4 120.2 14.4 117.2 14.6 119.6 13.7 117.8 14.4 119.7 15.3 117.6 14.0 118.2 08.7 123.4 09.7 127.6 08.9 124.2 08.8 126.4 09.2 124.7 08.9 117.7 09.9 125.5 10.1 124.4 15.1 113.0 11.7 119.6 11.2 123.3 10.8 120.4 08.4 119.0 08.1 124.3 09.2 126.2 09.8 120.8 09.7 120.7 10.3 119.4 07.9 120.9 09.1 121.8 08.9 126.8 11.7 117.3 11.2 116.0 10.9 118.2 172.0 RFG 09.0 117.8 172.0 RFG 10.7 116.2 164.0 RFG 08.1 120.1 164.0 RFG 07.7 119.0 Soil Percent of Type Compaction I 91.1 I 90.1 I 91.0 II 91.0 I 90.5 H 90.6 I 91.0 II 90.6 I 90.8 I 91.3 II 93.4 II 96.6 U 94.0 II 95.7 H 94.4 I 90.9 II 95.0 II 94.2 I 87.3* I 92.4 II 93.4 I 93.0 I 91.9 I 96.0 I 97.5 I 93.3 II 91.4 II 90.4 I 92.3 I 93.0 I 96.7 III 94.2 HI 93.1 III 94.9 IH 94.6 HI 93.3 H 90.9 II 90.1 REMARKS: RFG = Rough Finish Grade "Test No. 20 is a retest of Test No. 19 PROJECT NO. CE-5659 PLATE NO. TWO MORTH COUNTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE Orange Brown Silty-Sand I Brown Silty-Sand H White Silty-Sand with Binder (Import) III MAX. DRY DENSITY (LB. CU. FT) 129.4 132.0 124.5 OPT. MOISTURE (% DRY WT) 10.6 08.8 11.8 EXPANSION POTENTIAL SAMPLE No. CONDITION INITIAL MOISTURE (%) AIR DRY MOISTURE (%) FINAL MOISTURE (%) DRY DENSITY (PCF) LOAD (PSF) SWELL (%) EXPANSION INDEX I Remold 90% 10.2 6.1 14.9 116.5 150 .000 0 II Remold 90% 11.8 9.1 20.0 112.1 150 1.4 14 PROJECT NO. CE-5659 PLATE NO. THREE NORTH COUNTY / COMPACTION . „ .. ENGINEERING, INC. ^ "'„„Project No. CE-5659 Jan Kalicki 262 Camino Calafia San Marcos, CA 92069 Subject: Letter of Conformance Proposed Single Family Dwelling 2778 Arland Road (Parcel 2) Carlsbad, California Reference: 1.) "Preliminary Soils Report" prepared by North County Compaction Engineering, Inc. dated October 11,1998 2.) "Report of Certification of Compacted Fill Ground" prepared by North County Compaction Engineering, Inc. dated December 18,2000 Dear Mr. Kalicki: In response to your request, we have reviewed our above referenced soils reports and performed an inspection of the site for adherence to the recommendations set forth. Our site inspection of March 21,2002 revealed foundation excavations and reinforcement placement was performed in accordance with the recommendations set forth. Recommendations are considered minimal and any in excess of our report should be further inspected by the engineer of work and/or local building authority for their conformance. 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. Ronald K. Adams President RKA:paj cc: (4) submitted Dale R. Re Registered CivT Geotechnical Engineer 000713 F.O.BOX3O2O02 * ESCONDIDO, CA 9203O * (760)400-1116 FAX (760)741-6565 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name(s): Project Description: BUILDING TYPE: Residential: & I J l~ Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area Commercial/Industrial: City Certification of applicant's information: uare Feet Floor Area SettQOL DISTRICTS WITHIN THE OF CARLSBAD Carts*bad Unified School District J01 Pine Ave. terlsbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944^4300) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. Tne person eitecuting*ttTis declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct anjKtrue^wthe best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay We additional fee if Owner requests an increase in the number of dwelling units or square footage after toejwilding perrnjns^sued or if the initial determination of units or square footage is found to be incorrect, and that (2) tire 0wner is theowrter/ developer of the above described project(s), or that the person executing this declaration is authoc^eckfo sign on bewtf of the Owner. Signature*Date: SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 * (76O) 602-2700 • FAX (760) 6O2-856O RESIDENTIAL CERTIFICATE: Developer of Residential Land, please read this agreement carefully and be sure you thoroughly understand before signing. Property owner signature is required before a building permit will be issued. Your signature is confirming the accuracy of all information shown. Name of Owner Name of Project Address Carlsbad Tract Number Carlsbad, California 9200 City, State Zip Code City, State Zip Code Telephone Number Total Number of Units Assessor's Parcel Numbers) or APN(s) and Lot Numbers) if not yet subdivided by County Assessor. As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. As cited in Policy 33 and adopted by the City Council, this Special Tax will not be allowed to pass through to the homeowner. At the time a building permit is issued the Special Development Tax - One-Time is due per dwelling unit. In addition, there may be Special Taxes outstanding on the current tax roll or if a permit is issued after March 1, taxes will be levied in the coming fiscal year. All of these special taxes are the responsibility of the developer. Accordingly, I agree to pay all of these current, outstanding and future Special Taxes. These taxes mav not be apportioned to the homeowner as part of escrow closing. (Note: Regular county taxes may be prorated.) I understand that by signing this I am agreeing to this provision. I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISIONS AS STATED ABOVE. Signature of Property Owner Title Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Page 1 of 2 03-18-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02306 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JAN KALICKI 2786 ARLAND RD CBAD PCR Lot#: 0 $0.00 Construction Type: NEW KALICKI RES-ADD ROOF DECK WITH SPIRAL STAIRS Status: ISSUED Applied: 11/21/2002 Entered By: RMA Plan Approved: 03/18/2003 Issued: 03/18/2003 Inspect Area: Owner:03/18/03 0002 01 02 COP 240-00 Plan Check Revision Fee Additional Fees $240.00 $0.00 Total Fees: $240.00 Total Payments To Date:$0.00 Balance Due:$240.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise-expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO./Vf^a EST. VAL. Plan Ck. Deposit Validated By_ ^ Business Name (at this address)Address (include Bloa/Suite #) Legal OescViption Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 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 [$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date __ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 19100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q 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 (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of •proving that he did not build or improve for the purpose of sale). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1. f personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): _____ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES d 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. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that t*i3 above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIRUAND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAV/ACCRUfTAGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavMwns over 5'0" daepana demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by th»'byffding Official undA-tfie provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenceywithin 1 SOdays wsfn the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commejaced JotgtfiQtf'oT 1 SMtf- (Section 106.4.4 Uniform Building Code). s /// APPLICANT'S SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance _V DATE EsGil Corporation In Partnership witH government for Quitting Safety DATE: March 17, 2OO3 JURISDICTION: Carlsbad Q FILE PLAN CHECK NO.: PCR02-306(01-3654.rev) SET: V PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki Residence(Revision| B 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 resubmjtteoLfor 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: ) Fax #: ^ %*Mail Telephone Fax In Person • . m ... REMARKS: 1) FYI TO THE CITY STAFF: THE PLANS show structural elements that may be different than what was built. 2) The designer(Rasmi/Berto) to hand carry theplans. By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC Log trnsmtWot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE: February 4, 2003 Q AEEUQANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 01-3654(pcr02-306) SET: IV PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki Residence 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 Telephone #: (760) 497-7330 Date contacted:^)4/*?> (by:fc- ) Fax #: (760) 591-9464 Mail ^-Telephone ^ Fax In Person REMARKS: Revision appears to be an added roof top deck accessed via spiral stairs. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/29/03 tmsmti.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In 'Partnership with government for ftuibting Safety DATE: December 19, 2002 ' JURjJI. JURISDICTION: Carlsbad >tTPtAN REVIEWER Q FILE PLAN CHECK NO.: 01-3654(pcrO2-306) SET: III PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki Residence 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • 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 C^-H) Telephone #: (760) 497-7330 Date contacted: f2-J2-ota(by: f^-) Fax #: (70>o)^/.9L/ULf Mail -^Telephone ^ Fax*^ In Person REMARKS: Revision appears to be an added rooftop deck accessed via spiral stairs. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/12/02 tmsmthdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-3654(pcr02-306) December 19, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3654(pcrO2-306) PROJECT ADDRESS: 2786 Airland Road SET: HI DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 12/12/02 December 19, 2OO2 REV!EWED BY: Bryan Zuppiger 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? QYes QNo Carlsbad 01-3654(pcrO2-306) December 19, 2002 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. The items in italics are from the review of 12/19/02. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Only the effected sheets need be submitted I will insert them into the plans. No change. 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code).Only the effected sheets need be submitted I will insert them into the plans. No change. • EXITS, STAIRWAYS, AND RAILINGS 4. Floors above the second story shall have not less than 2 exits. Section 1004.2.3.2. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. There are no dimensions given for the deck. The area from the stair well to the deck must be counted in the total deck. EsGil Corporation In fartnersfify with government for Quitting Safety DATE: December 1O, 2002 JURISDICTION: Carlsbad CTPLAN REVIEWER a FILE PLAN CHECK NO.: Ol-3654(pcrO2-306) SET: II PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki Residence 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 Telephone #: (760) 497-7330 Date contacted: n-l/o/oj^by: i^.) Fax #:(-qu6) S^/.'N^ Mail —^Telephone ~^ Fa)*-"' In Person REMARKS: Revision appears to be an added rooftop deck accessed via spiral stairs. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/4/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In ^Partnership witfi. government for ftuibting Safety DATE: November 27, 20O2 a APPjJCANT JURISDICTION: Carlsbad Q FILE PLAN CHECK NO.: Ol-3654(pcrO2-306) SET: I PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki Residence 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 Telephone #: (760) 497-7330 Date contacted: i zJi )o2 (by: \^ ) Fax #: Mail "^Telephone "^ Fax """ In Person REMARKS: Revision appears to be an added rooftop deck accessed via spiral stairs. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 11/21/02 trnsmtLdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad PCR02-306 November 27, 2002 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code), 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). • EXITS, STAIRWAYS, AND RAILINGS 4. Floors above the second story shall have not less than 2 exits. Section 1004.2.3.2. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. 5. Provide spiral stairway details, per Section 1003.3.3.8.3: a) Minimum run is 7-1/2 inches measured at a point 12 inches from where the treads are the narrowest. b) Maximum rise is 9-1/2 inches. Maximum clear opening between risers is 4 inches. c) Minimum headroom is 6 feet 6 inches. d) 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. Carlsbad PCRO2-306 November 27, 2OO2 6. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 1003.3.3.8.3. 7. 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. 8. Guardrails (Section 509.1): a) Shall be installed on roofs used for other than service of the building. b) Shall have a height of 36". c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. d) Openings between railings shall be less than 4". • ROOFING 9. Specify on the plans the following information for the roof deck materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 10. Show roof drains and overflows. Sections 1506.2 and 1506.3. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. 11. Specify minimum % inch per foot roof slope for drainage or design to support accumulated water. Section 1506.1. * FOUNDATION REQUIREMENTS 12. Show adequate footings under the stair. Section 1806.3. • FRAMING 13. Provide roof deck framing plan. Section 106.3.3. 14. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. 15. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Provide calculations for lateral loads, shear panels, shear transfer and related for the added floor loads. Section 106.3.3. Carlsbad PCRO2-3O6 November 27, 20O2 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad PCR02-3O6 November 27, 2OO2 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bryan Zuppiger BUILDING ADDRESS: 2786 Arland Road BUILDING OCCUPANCY: R3/U PLAN CHECK NO.: PCR02-306 DATE: November 27, 20O2 TYPE OF CONSTRUCTION: VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb ^ Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance $240.00 Type of Review: C3 Repetitive FeeRepeats D Complete Review D Other m Hourly Structural Only Hours Esgll Plan Review Fee $192.00 * Based on hourly rate Comments: Sheet of macvalue.doc UMM ** ' ' fel SSSS's* S*«s n-«""*::«????? s«M is??? eo/eo ' SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY, VISTA, CA 92083 PHONE :(760)726-9500 FAX: (760)726-9898 January 29,2003 Esgil Corporation 9320 Chesapeake Drive, Ste. 208 San Diego, CA 92123 Attn: Brian Zupiger, Plan Check Engineer RE: 2786 Ariand Road, Carlsbad, CA 92008 Dear Brian: Regarding the above stated project, enclosed please find truss drawing and specifications for Roof Deck Trusses, designed by Truss Wall Systems (Drawing #CO02248114-002, dated 9/5/2002) and manufactured by Dixieline Lumber Co. The design toad for deck area see Load Case @1 DESIGN LOADS in upper right-hand corner of drawing and the design load for the roof loading Is at the tower right-hand corner of the drawing. In our considered opinion this truss is adequate for the use it is intended for. If you have any questions, please can our office. Sincerely, SOUTHBAY CONSULTING ENGINEERS PAUL L. EXLEY RCE 34013 Enclosure zI2S3»«*8sw zOp em—(«•= S«o,TiSl3Ss? O ra a o « 0*^ S"™ t rueoN H)M) C onm o ,7ii"" B ~ S 35S5sa;:53 ooooecidoo oooeooooo aoooddodd HS-3 • oeamaS^nS? 2»««"Kg7 ' »3£ ' 73 u««, «»p-.»S ««n -nflwr-ai ^ M * n <e in (si wn m a « n • noo o Q o o o S oft «« — o a ooooo S~*^»<!oo oooo u r^ ui *to n r-u o o m w H « •> HI — « * fp m-» a o a MUl «M •-i n i*t v m vM t^ ^» rt 1-1 *• MPI « o Nnr-jjoooSSC oaeooa uv«r>nB»Uv«inomr-m ** IH« a^ M E 77?" sr77Trvam«<er-r-a >->r- • • vin «nrT-«anin o oo oo o u in a o in n Myw ONo>Bi na en o M • o 9p HfHitkn ^ B ) i i I i inin N N« viM^ IM f O-Eggsa2 « <3 I 3r. s z23$So S o5 o "•u. i;fe -S » S25S M« e a UJ o -S I3| -£ * »if9O K Oa E »ft B. o. J" i!iPS^i- a m itelJiII Mil II «.•§5£5 "-3^-K-o s s -cF-sjpisliiii^l E S-s-c 5£M:-lM*ii! SpsSs-agES.*; *3e cm JAN AMWNMR KALICM 2(2 CAHtfJO CALAHA SANMARCOf CA 120(1 DECEMBER 11,2002 ESGIL CORPORATION 9320 CHESAPEAKE DRIVE BY FAX: 858 560 1576 SUIT 208, SAN DIEGO CALIFORNIA 92123 ATTENTION: Mr. Bryan Zuppiger, Plan Reviewer RE: PLAN CHECK NO: PCRO2 - 306 (01 - 3654, rev ) JURISDICTION: Carlsbad Dear Sir: As per your latest correction list dated 1 2/1 0/02, 1 try to clarify in order of your paragraph points: #4. Do not apply since the deck dimensions are way below the allowable si/es. Shown on the plan # S-3 #6. As above... #9. Shown on A 6 with the note Hot Mop 3 layer fiber glass - Hot Stuf or equal, BASE D - 4601 TYPE 2, PLY D- 421 78 TYPE 4 #10. Roof drains are shown as required on #A 6. Overflow as per your POLICY 84 - 35. #12. As per original submission and approval; calculated maximum loads on footings are not changed from the original approved submission. (#J 3)1 Do not apply. There is no change to the original approval, and no deck joist and specific connection other than originally designed truss system as en2ineered.submitted,and approved. No change was done to this.• #14. As above. Submitted and approved in our originally issued permit. T4O CHANGE. #15. As above. Do not apply since there is no change to any deadload capabilities, and only selected heathers have been redesigned as per our submitted calculations. Shown on plan #S-3 Thank you for your prompt attention to this project. If you have apy comment^on^tne above, please contact the undersigned. Sincerely/ CC: SOUTHBAY CONSULTING ENGINEERS Erick Altona L.F.A.P. Law Offices P1TCAITHLEY & HOBBS 7844 La Mesa Boulevard La Mesa, California 91941 (619) 698-0977 (tef.) • (619) 698-0978 (fax) Alan L. Pitcalthley F. Beard Hobbs William M. Nolan (Of Counsel) David R. Pearson, Certified Paralegal Outside San Diego County (888) 232-7314 Web Directory: www.lnjuryvictimlaw.com Trial Practice With Emphasis In Construction Litigation, Personal Injury, And Product Defect Our File No. MARK-02 November 18, 2002 LOUNSBERRY, FERGUSON, ALTONA & PEAK, LLP Attn: Sheri J. Jennum, Esq. 613 West Parkway, Suite 345 Escondido, CA 92025-2525 Re: Mark Company v. Via Gordo Associates, et al. Dear Ms. Jennum: Please find enclosed a draft of the Stipulation for Future Entry of Judgment. If the form is acceptable, please have your clients sign and return same to me as soon as possible. Once I have all signatures, I will file the document with the court. A conformed copy will be sent to your attention. Sincerely, BEARD HOBBS FBH/nm Enclosure D NOV 19 2002 EsGil Corporation In fartntrs/iip witA government for Quitting Safety DATE: December 10, 2O02 Q APPLICANT a JURIES. JURISDICTION: Carlsbad ~ PLAN CHECK NO.: Ol-3654(pcrO2-306) SET: II PROJECT ADDRESS: 2786 Arland Road PROJECT NAME: Kalicki Residence 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 Telephone #: (760) 497-7330 Date contacted:/ U /o/oj^by:!^) Fax #:(TC*O) S^/.'Hlo'-/ Mail ^-Telephone ^ Fa*-^ In Person REMARKS: Revision appears to be an added rooftop deck accessed via spiral stairs. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/4/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4- (858)560-1468 * Fax (858) 560-1576 Carlsbad Ol-3654(pcrO2-306) December 1O, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3654(pcrO2-306) PROJECT ADDRESS: 2786 Arland Road SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 12/4/02 December 10, 2002 REVIEWED BY: Bryan Zuppiger _ 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? QYes UNo Carlsbad Ol-3654(pcrO2-306) December 10, 2002 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Only the effected sheets need be submitted I will insert them into the plans. 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code).Only the effected sheets need be submitted I will insert them into the plans. • EXITS, STAIRWAYS, AND RAILINGS 4. Floors above the second story shall have not less than 2 exits. Section 1004.2.3.2. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. There are no dimensions given for the deck. 6. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 1003.3.3.8.3. There are no dimensions given for the deck. ret* ESGIL CORPORATION 9320 CHESAPEAKE DRIVE SUIT 208, SAN DFEGO CALIFORNIA 92123 DECEMBER 11,2<|J2 BY FAX: 858 960 1576 ATTENTION; Mr. Bryan Zuppiger, Plan Reviewer |. 1j RE: PLAN CHECK NO: PCROZ - 306 (01 - 3654, rev ) JURISDICTION: Cartab Dear Sir: As per your latest correction list dated 12/10/02,1 fry to clarify in order of yotff paragn jh p« #4. Do not apply since the deck dimensions are way below the allowable pizes. ShI #6. As above... i #9. Shown on A 6 with the tiote Hot Mop 3 layer fiber glass - Hoi Stuf or equal, B, PLY D-4217* TYPE 4 #10. Roof drains are shown ais required on #A 6. Overflow as per your POLICY & 35 #12, As per original submission and approval; calculated maximum loads <|n footing from the original approved submission. SE n c are #13. Do not apply. There is rto change to the original approval, and no deck joist anJjipet Than originally designeditmss system as engineered submitted and approved. N|ch #14. As above. Submitted and approved in our originally issued permit. NO CHAN #15. As above. Do noi apply since there is no change to any deadload capabilities, a|d o have been redesigned a&jper our submitted calculations. Shown on plajn #S-3 Thank you for your prompt attention to this project. If you have any commciits^p^ic above, please contact the undersigned. ER KAJLICKI : SOUTHBAY CONSUtTlNCi ENGINEERS Erick Aitona L.F-A .P. u: ie plan # S~3 4601 TYPE 2, 0 (changed c connection other e was done to this. selected heathers en r~ H > fTl 33 £^ x M > m O•7) m » G T> z^ 3 > 3 ? m-D «> H — TJ m->3-o?2o € > !? -^ z~ m -5 -q o o^S 3) "I 33- m D s; Carlsbad Ol-3654(pcrO2-306) February 4, 2O03 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3654(pcr02-306) PROJECT ADDRESS: 2786 Arland Road SET: IV DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 1/29/03 February 4, 2003 REVIEWED BY: Bryan Zuppiger 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 c .ne 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? QYes QNo Carlsbad 01-3654(pcrO2-3O6) February 4, 2O03 • PLANS NOTE: This time, we only received sheet S3. We did not receive any responses to our 12/19/02 correction list, other than a letter from Paul Exley addressing the truss issue. Next time, please provide a written response to each item below! 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Only the effected sheets need be submitted I will insert them into the plans. No change. 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code).Only the effected sheets need be submitted I will insert them into the plans. No change. • ROOFING 9. Specify on the plans the following information for the roof deck materials, per Section 106.3.3: There was no response to this item. No change. a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. Carlsbad 01-3654(pcrO2-3O6) February 4, 2003 • FOUNDATION REQUIREMENTS 12. Show adequate footings under the stair. Section 1806.3. Please provide calculations. No change. • FRAMING 13. Provide roof deck framing plan. Section 106.3.3. Show all deck joists and connections. The area from the stair well to the deck must be shown. The truss calculations submitted do not have floor loads. THE TRUSS CALCULATIONS ARE UNACCEPTABLE. THEY SHOW A CONDITION THAT DOES NOT MATCH THE PLANS (FOR THE AREA WHERE THE DECK EXTENDS OVER TO THE SPIRAL STAIR). IT WOULD BE BEST IF THE ENGINEER-OF-RECORD MET WITH US TO DISCUSS THIS. 14. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. Show all deck joists and connections. The area from the stair well to the deck must be shown. The truss calculations submitted do not have floor loads. THE DETAILS AT THE LEFT SIDE OF SHEET S3 DON'T SEEM TO SHOW A STABLE CONDITION. IT WOULD BE BEST IF THE ENGINEER-OF-RECORD MET WITH US TO DISCUSS THIS. 15. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Provide calculations for lateral loads, shear panels, shear transfer and related for the added floor loads. Section 106.3.3. Nothing was received for this item. Wo change. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 01-3654(pcrO2-306) December 19; 2OO2 6. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 1003.3.3.8.3. There are no dimensions given for the deck. The area from the stair welt to the deck must be counted in the total deck. • ROOFING 9. Specify on the plans the following information for the roof deck materials, per Section 106.3.3: There was no response to this item. No change. a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 10. Show roof drains and overflows. Sections 1506.2 and 1506.3. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84- 35. This is a policy of the City of Carlsbad. Wo change. • FOUNDATION REQUIREMENTS 12. Show adequate footings under the stair. Section 1806.3. Please provide calculations. No change. • FRAMING 13. Provide roof deck framing plan. Section 106.3.3. Show all deck joists and connections. The area from the stairwell to the deck must be shown. The truss calculations submitted do not have floor loads. 14. Detail ail post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. Show all deck joists and connections. The area from the stair well to the deck must be shown. The truss calculations submitted do not have floor loads. 15. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Provide calculations for lateral loads, shear panels, shear transfer and related for the added floor loads. Section 106.3.3. Nothing was received for this item. No change. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 01-3654(pcr02-306) December 10, 20O2 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3654(pcr02-306) PROJECT ADDRESS: 2786 Arland Road SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESG1L CORPORATION: 12/4/02 December 10, 2002 REVIEWED BY: Bryan Zuppiger 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? QYes QNo Carlsbad Ol-3654(pcr02-3O6) December 1O, 20O2 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 2. The person responsible for their preparation must sign al! final sheets of plans. (California Business and Professions Code). Only the effected sheets need be submitted I will insert them into the plans. 3. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code).Only the effected sheets need be submitted I will insert them into the plans. • EXITS, STAIRWAYS, AND RAILINGS 4. Floors above the second story shall have not less than 2 exits. Section 1004.2.3.2. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. There are no dimensions given for the deck. 6. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 1003.3.3.8.3. There are no dimensions given for the deck. Carlsbad 01-3654(pcr02-306) December 10, 2002 • ROOFING 9. Specify on the plans the following information for the roof deck materials, per Section 106.3.3: There was no response to this item. a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 10. Show roof drains and overflows. Sections 1506.2 and 1506.3. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84- 35. This is a policy of the City of Carlsbad. • FOUNDATION REQUIREMENTS 12. Show adequate footings under the stair. Section 1806.3. Please provide calculations. • FRAMING 13. Provide roof deck framing plan. Section 106.3.3. Show all deck joists and connections. 14. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. Show all deck joists and connections. 15. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Provide calculations for lateral loads, shear panels, shear transfer and related for the added floor loads. Section 106.3.3. Nothing was received for this item. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad Ol-3654(pcrO2-3O6) December 1O; 2O02 • ROOFING 9. Specify on the plans the following information for the roof deck materials, per Section 106.3.3: There was no response to this item. a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 10. Show roof drains and overflows. Sections 1506.2 and 1506.3. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84- 35. This is a policy of the City of Carlsbad. • FOUNDATION REQUIREMENTS 12. Show adequate footings under the stair. Section 1806.3. Please provide calculations. • FRAMING 13. Provide roof deck framing plan. Section 106.3.3. Show all deck joists and connections. 14. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. Show all deck joists and connections. 15. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Provide calculations for lateral loads, shear panels, shear transfer and related for the added floor loads. Section 106.3.3. Nothing was received for this item. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Bryan Zuppiger at Esgil Corporation. Thank you.