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2450 IMPALA DR; A; CB010186; Permit
v / ooz. 04/19/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB010186 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2450 IMPALA DR CBAD St: A Tl Sub Type: INDUST 2090412000 Lot#: 0 $368,559.00 Construction Type: NEW Reference #: SENSA 6,720 SF OFFICE.9,380 SF WAREHOUSE Applicant: WARTON LARRY 639 BISON CT EL CAJONCA 92019 619203-1773 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Owner: MULLER-iMPALA L L C ISSUED 01/16/2001 MDP 04/19/2001 04/19/2001 7025 04/19/01 0002 01 02 CGR 8012-69 23521 PASEO DE VALENCIA #200 LAGUNA HILLS CA 92653 Total Fees: $9,064.65 Total Payments To Date: $1,051.96 Balance Due: $8,012.69 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee 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 $1,375.08 Meter Size $0.00 Add'l Reel. Water Con. Fee $893.80 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $77.40 PFF $0.00 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 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee: Sewer Fee: $0.00 Redev Parking Fee: $0.00 Additional Fees: TOTAL PERMIT FEES $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $1,648.00 $0.00 $936.00 $0.00 $132.00 $460.00 $78.00 $0.00 $3,464.37 $0.00 $0.00 $9,064.65 Inspecto 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION f CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO C4EST. VAL. Plan Ck. Deposit Validated By_ Date ^ V ' Address (include Bldg/Suit Business Name (at this address) 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^^W License Class <C>, State/Zip^^/ Telephone fc*r City Business License # 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 f^t ' f)E£./~7~ _ Policy No. '/t£0&f~397^ Expiration Date & (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) O 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 us pravMu'ror in Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE /^ ^fr#£/ DATE I hereby affirm that I am exempt from the Contractor's License Law, fgr^ne 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 contractors) licensed pursuant to the Contractor's License Law). n I am exempt under Section Business and Professions Co<Je for this reason: 1. I 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 D 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? G YES fj N° 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 the 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. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniforrn^Mfraing Code). APPLICANT'S SIGNATURE DATE WHITE: File /: Applicant PINK: Finance city of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD Plan Check #: Permits: Project Name: Address: Contact Person: Sewer Dist: Inspected By: C Inspected By: Inspected By: CB010186 SENSA 6,720 SF OFFICE.9,380 SF WAREHOUSE 2450IMPALADR #A CH UCK Phone: 6 1 9341 1 025 CA Water Dist: CA ^^s-^ / Date /O^zS t^f -*r &£*^-'&&l**i*** 1 I 1 f^f f^^fJ*** ff^^f *r mrr-**-~ InOrt^/^T^/H' t*rf fff\2 f11 loMt?OLt?U. / f +** / Date Inspected: Date Inspected: StLite Fire Date: Permit Type: Sub Type: Lot: 0 Approved: * " Approved: Approved: 08/13/2001 Tl INDUS! Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For. 08/16/2001 Permit# CB010186 Title: SENSA Description: 6,720 SF OFFICE,9,380 SF WAREHOUSE Sub Type: INDUST Inspector Assignment: PS 2450 IM PAL A DR A Lot Type:TI Job Address: Suite: Location: APPLICANT WARTON LARRY Owner: WILLAT FAMILY TRUST 07-03-92 Remarks: Phone: 6193411025 Inspector: Total Time:Requested By: CHUCK Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act.. Comments Associated PQRs PCR01149 ISSUED Inspection History Date 08/13/2001 08/08/2001 08/06/2001 07/19/2001 07/18/2001 07/13/2001 07/12/2001 07/11/2001 07/11/2001 06/22/2001 06/22/2001 06/20/2001 06/12/2001 06/07/2001 06/06/2001 06/05/2001 Description 89 Final Com bo 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 1 7 Interior Lath/Drywall 17 Interior Lath/Drywall 16 Insulation 16 Insulation 14 Frame/Steel/Bolting/Welding 34 Rough Electric 11 Ftg/Foundation/Piers 24 Rough/Topout 21 Underground/Under Floor 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding Act CO PA CP AP CA AP CA PA PA AP we AP AP CA PA NS Insp PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS Comments T-BAR BY CHUCK BY CHUCK SLAB FLR NAILING DONE ON 6/6 FLR NAILING om 2cr* 5 M * -H *8 5r H I •- P $5 «1 X UO m70 m r zm > ON73 > 1 O ft2O' MINIMUM OF »»2 C[)CONCRETE ENCASEDELECTRODEopUliUITJ PAD 1 SROUNDlMBY ELECT. CONTR^^£a£0tf> .3-IS71 n JN f * 8u i?~>?-•^m f i — /P\-i— f~s^~\i' R s wft V< I- «oO O« oO . \ € 00 -D 00 5 U) n ]uH- LI i t_u W O *0 F^ - r 1^- h-f * - fc •u h-7> ^-;-r fci- PH-^V-^^hfl O 8 r. HHm -to1 N o *• rA I c |» 8A o>!O i-fc ii U; 1•0 O -C 00 a t4- U yH-J!H- ^. N 8 (Aft^• 0 VA 2 >^ U/ X 8 £ 3l '• I C=I5 I n n u-•rr^ ^\\~K- LI Lu ?17V7S r r ;o k 60 <? 18 -0 0o 0oo!0 r" r n I Co ^< A s c H P- H c -1 1 EsGil Corporation In Partnership with government for 'SuiCding Safety DATE: April 12, 2001 a APPLICANT Q JURIS. JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-186 SET: IV PROJECT ADDRESS: 2450 Impala Drive PROJECT NAME: Commercial Addition & Remodel - SENSA (Palomar Tech Center) 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 checklist and should be corrected and resubmitted for a complete recheck. The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist 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: CHRIS Telephone #: HAND-CARRY Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Tony Embuido Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In fartners/iip with government for 'Buibfing Safety DATE: April 03, 2001 Q APEUCANT .JURj. JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-186 SET: III PROJECT ADDRESS: 2450 Impala Drive PROJECT NAME: Commercial Addition & Remodel-Sensa (Palomar Tech Center) 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 checklist and should be corrected and resubmitted for a complete recheck. The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Larry Wharton 639 Bison Court, El Cajon, CA 92019 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: Larry Wharton Telephone #: 619-203-1773 Date contacted: ^ k/o i (by: f*y) Fax #: 619-588-0991 Mail CFeTephone Fax<_/ In Person REMARKS: By: Tony Embuido Enclosures: Esgil Corporation GA MB EJ PC 03/26/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 • (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-186 III April 03, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-186 PROJECT ADDRESS: 2450 Impala Drive SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 03/26/01 April 03, 2001 REVIEWED BY: Tony Embuido 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. 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. B. 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. C. 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 Q No NOTE: Plans that are submitted directly to EsGH Corporation only will not be reviewed by the City Planning, Engineering & Fire Departments until review by EsGil Corporation is complete. Carlsbad 01-186 III April 03, 2001 • GENERAL • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 7. 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. Where is completed form? a) Please provide ASTM standards forA193 GR. B7 bolts shown on details. See sheet SD-2. Will special inspection be required for these bolts? • TITLE 24 DISABLED ACCESS 16. Per site plan shown, why is the existing handicap parking stall showing the loading and unloading zone at the wrong side? Please correct. See where closest handicap parking stall occurs at area of remodel and addition. • FOUNDATION 19. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5. Could not locate. 22. a) Clarify foundation plan showing grid lines [C.5], [B.8], [B.2], [9] ,etc. Where is the work being done or the remodel occurring? Not shown on floor (architectural) plan. See sheet S-3. i) Please provide the architectural plans for the east side of the building where structural alteration is occurring. OR provide original approved set of plans for reference to verify changes. Carlsbad 01-186 III April 03, 2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engineer's/Arched1! Seal 4 Signature Here Signed 1. List of work requiring special inspection: Q Soils Compliance Prior to Foundation Inspection • Field Welding Q Structural Concrete Over 2500 PSI • High Strength Bolting? Q Prestressed Concrete • Expansion/Epoxy Anchors O Structural Masonry Q Sprayed-On Fireproofmg G Designer Specified • Other 2. Name(s) of individual(s) orfirm(s) responsible for the special inspections listed above: A. B. __ C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. EsGil Corporation In Partners/iip with government for fyuitding Safety DATE: March 22, 2001 a JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-186 SET: II PROJECT ADDRESS: 2450 Impala Drive PROJECT NAME: Commercial Addition & Remodel 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 checklist and should be corrected and resubmitted for a complete recheck. The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Larry Wharton 639 Bison Court, El Cajon, CA 92019 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: Larry Wharton Telephone #: 619-203-1773 Date contacted: S/^/O, (by: Pv ) Fax #: Mail v^Telephone^ Fax1^ In Person REMARKS: 1) NO RESPONSES MADE TO CORRECTION ITEMS. PROVIDE RESPONSE LIST AND RESUBMIT FOR A COMPLETE RECHECK. Structural responses will be plan reviewed when response to architectural items have been provided and made. By: Tony Embuido Enclosures: Esgil Corporation D GA D MB D EJ D PC 03/13/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-186 II March 22, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-186 PROJECT ADDRESS: 2450 Impala Drive SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 03/13/01 March 22, 2001 REVIEWED BY: Tony Embuido 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. 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. B. 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. C. 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 01-186 II March 22, 2001 • GENERAL • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a vicinity sketch on the Title Sheet. 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: * Added Floor Area + 3065-sq. ft. • Justification to exceed allowable area in Table 5-B. 4. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 5. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. 6. Specify on the plans the uses of a[l rooms or areas. Sec. 106.3.3. See 2nd floor plan on sheet A2. Carlsbad 01-186 II March 22, 2001 7. 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. • BUILDING AREA 8. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 504.3. 9. As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-B. • INTERIOR WALL AND CEILING FINISHES 10. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 8-B." 11. Note on the plans that suspended ceilings shall comply with UBC Tables 25-A and 16-O. See detail A/A5. • EXITS 12. Indicate size of door between office and warehouse at ground floor. See sheet A1. 13. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. 14. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exitdoor. Section 1003,3.1.6. • STAIRWAYS 15. Handrails (Section 1003.3.3.6): See front stairway. a) Handrails are required on each side of stairways. b) Ends of handrails shall be returned or shall have rounded terminations or bends. Carlsbad Ol-186 II March 22, 2001 • TITLE 24 DISABLED ACCESS 16. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. • FOUNDATION 17. Provide a CURRENT 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. 18. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soil's report. Section 1629.4.2. 19. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5. 20. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 21. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 22. Specify size, embedment, ICBO number & manufacturer of power driven shot pins. Show edge, end distance & spacing. Section 106.3.3. See detail 6/SD-1. a) Clarify foundation plan showing grid lines [C.5], [B.8], [B.2], [9] .etc. Where is the work being done or the remodel occurring? Not shown on floor (architectural) plan. See sheet S-3. 23. Foundation plan and details have not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. • STRUCTURAL 24. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2304. 25. Provide truss details and truss calculations for this project Specify on the plans the truss identification numbers. a) City of Carlsbad does not allow deferred submittal for "trusses". See note on sheet S-1 and omit. Carlsbad 01-186 II March 22, 2001 26. Show on the plans all structural requirements developed in the structural calculations. a) Please show in the calculations how the redundancy was determined, per Section 1630.1.1. b) Should the hold-downs along grid lines [2] & [C] be at both ends of shear walls per design? Please clarify. See foundation plan. c) Where are the base plate designs, anchor bolts, etc. per details shown on sheets SD-1 & SD-2? d) Provide vertical load design where new floor joists occur. See detail 1/SD-1. e) It would appear the calc's. are incomplete. Please prove otherwise. Additional corrections may follow. 27. Please indicate where necessary on details, "full penetration welds" at both top and bottom of steel connections. See sheets SD-1 and SD-2. • ADDITIONAL 28. Clarify location of detail P/A5 shown at stairway (cross section) on ground floor plan. See sheet A1. 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: Q Yes a No 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 Tony Embuido at Esgil Corporation. Thank you. Carlsbad 01-186 II March 22, 2001 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. SITE PLAN REQUIREMENTS Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and1127B.3. DISABLED ACCESS PARKING SPACES 2. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing facilities where a change of occupancy occurs). Per Table 11B-6 the minimum number of spaces is: (Will addition of 2nd floor trigger additional parking space?) a) 1 for each 25 spaces up to 100 total spaces, etc. 3. Revise site plan to show that accessible spaces comply with Section 1129B.4.1 as follows: • Existing handicap parking stall closest to area of alteration/remodel must fully comply with handicap space. See below and sheet AS1. Provide enlarged plans for clarity purposes. a) Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle > 96" in width and designated as VAN ACCESSIBLE, per Section 1129B.4.2. b) Single spaces shall be 17'-0" wide and outlined to provide a 9-0" parking area and an 8'-0" loading and unloading area on the passenger side of the vehicle. c) Each space is to be a minimum of 18'0" in depth. 4. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B.4.3. Carlsbad 01-186 II March 22, 2001 5. Show or note that the maximum slope of the parking surface at the accessible space, in any direction, is < !4" per ft (2.083%), per Section 1129B.4.4. The maximum slope at the passenger-loading zone is to be <. 2%. 6. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall >70 in2 in area. c) When in the path of travel, they shall be posted >80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space >36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign 'Van-Accessible" mounted below the symbol of accessibility per Section 1129B.5. f) In addition, each accessible space is required to be marked with the international symbol of accessibility. 7. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be >17" x 22" with lettering not <1" in height. Per Section 1129B.5 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ." CURB RAMPS 8. Plans shall show that curb ramps are > 48" wide with a slope of ^ 1:12 (8.33%), per Sections 1127B.5.2and 1127B.5.3. The lower end of each curb ramp shall have a 1/2" lip beveled 45°, per Section 1127B.5.5. 9. Revise plans to show that the landing at the top of the curb shall be level and > 48" depth for the entire width of the curb ramp. Section 1127B.5.4. 10. The slope of the fanned or flared sides of curb ramps shall not exceed < 1:10, per Section 1127B.5.3. 11. Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/4" o/c., per Section 1127B.5.7. Carlsbad 01-186 II March 22, 2001 12. Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 1127B.5.6. • STAIRWAYS AND HANDRAILS 13. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4,asfollows: a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 14. Note that all tread surfaces comply with Section 1133B.4.5, as follows: a) Be slip resistant. Have smooth, rounded or chamfered exposed edges. b) Have no abrupt edges at the nosing. c) Nosing shall not project >11/2" past the face of the riser above. 15. Revise plans to show that handrails are provided on each side of the stairs, per Section 1133B.4.1.1. See front stairway. RESTROOM FIXTURES AND ACCESSORIES 16. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: a) The controls for flush valves shall be mounted on the wide side of the toilet area. See sheet A6. 17. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.9.4 and California Plumbing Code: a) The rim of at least one urinal shall: i) Project 14" from the wall. See sheet A6. GROUP B OCCUPANCIES 18. Show or note that all employee work areas have > 36" wide clearances, except as modified in other portions in the code, per Section 1105B.3.3.2. • END OF DOCUMENT EsGil Corporation In 3>nrtnersfiip With government for ftuitding Safety DATE: January 29, 2OO1 Q APPLICANT JURISDICTION: Carlsbad cf PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-186 SET: I PROJECT ADDRESS: 2450 Impala Drive PROJECT NAME: Commercial Addition-2nd Floor (Offices) & Remodel 1st Floor (Offices) 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 checklist and should be corrected and resubmitted for a complete recheck. The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Larry Wharton 639 Bison Court, El Cajon, CA 92019 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: Larry Wharton 0-M^ Telephone #: 619-203-1773 Date contacted: l/^lo, (by: ^ ) Fax #: 619-588-0991 Mail e^Telephone Fax^^In Person REMARKS: By: Tony Embuido Enclosures: Esgil Corporation D GA • MB • EJ D PC 01/17/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 Carlsbad 01-186 January 29, 2001 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-186 OCCUPANCY: F-l/B TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: OK JURISDICTION: Carlsbad USE: OFFICES-ADDITION WAREHOUSE ACTUAL AREA: + 3065-B 16100-TI STORIES: 2 HEIGHT: N/C SPRINKLERS?: YES OCCUPANT LOAD: 1/100 REMARKS: ADD 2ND FLOOR WITHIN EXISTING BUILDING DATE PLANS RECEIVED BY JURISDICTION: 01/16/01 DATE INITIAL PLAN REVIEW COMPLETED: January 29, 2001 DATE PLANS RECEIVED BY ESGtL CORPORATION: 01/17/01 PLAN REVIEWER: Tony Embuido 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 ordinances enforced 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. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 01-186 January 29, 2001 • GENERAL • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a vicinity sketch on the Title Sheet. 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: * Added Floor Area + 3065-sq. ft. 4 Justification to exceed allowable area in Table 5-B. 4. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 5. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. 6. Specify on the plans the uses of a|l rooms or areas. Sec. 106.3.3. See 2nd floor plan on sheet A2. Carlsbad 01-186 January 29, 2001 7. 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. • BUILDING AREA 8. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 504.3. 9. As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-B. • INTERIOR WALL AND CEILING FINISHES 10. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 8-B." 11. Note on the plans that suspended ceilings shall comply with UBC Tables 25-A and 16-O. See detail A/A5. • EXITS 12. Indicate size of door between office and warehouse at ground floor. See sheet A1. 13. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. 14. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1003.3.1.6. • STAIRWAYS 15. Handrails (Section 1003.3.3.6): See front stairway. a) Handrails are required on each side of stairways. b) Ends of handrails shall be returned or shall have rounded terminations or bends. Carlsbad 01-186 January 29, 2001 • TITLE 24 DISABLED ACCESS 16. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. • FOUNDATION 17. Provide a CURRENT 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. 18. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soil's report. Section 1629.4.2. 19. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5. 20. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 21. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 22. Specify size, embedment, ICBO number & manufacturer of power driven shot pins. Show edge, end distance & spacing. Section 106.3.3. See detail 6/SD-1. a) Clarify foundation plan showing grid lines [C.5], [B.8], [B.2], [9] ,etc. Where is the work being done or the remodel occurring? Not shown on floor (architectural) plan. See sheet S-3. 23. Foundation plan and details have not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. • STRUCTURAL 24. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2304. 25. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. a) City of Carlsbad does not allow deferred submittal for "trusses". See note on sheet S-1 and omit. Carlsbad 01-186 January 29, 2001 26. Show on the plans all structural requirements developed in the structural calculations. a) Please show in the calculations how the redundancy was determined, per Section 1630.1.1. b) Should the hold-downs along grid lines [2] & [C] be at both ends of shear walls per design? Please clarify. See foundation plan. c) Where are the base plate designs, anchor bolts, etc. per details shown on sheets SD-1 & SD-2? d) Provide vertical load design where new floor joists occur. See detail 1/SD-1. e) It would appear the calc's. are incomplete. Please prove otherwise. Additional corrections may follow. 27. Please indicate where necessary on details, "full penetration welds" at both top and bottom of steel connections. See sheets SD-1 and SD-2. • ADDITIONAL 28. See corrections below for Mechanical, Electrical & Energy (Title-24) and comply. 29. Clarify location of detail P/A5 shown at stairway (cross section) on ground floor plan. See sheet A1. 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: Q Yes Q No 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 Tony Embuido at Esgil Corporation. Thank you. Carlsbad 01-186 January 29, 2001 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. SITE PLAN REQUIREMENTS Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and 1127B.3. DISABLED ACCESS PARKING SPACES 2. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing facilities where a change of occupancy occurs). Per Table 11B-6the minimum number of spaces is: (Will addition of 2nd floor trigger additional parking space?) a) 1 for each 25 spaces up to 100 total spaces, etc. 3. Revise site plan to show that accessible spaces comply with Section 1129B.4.1 as follows: • Existing handicap parking stall closest to area of alteration/remodel must fully comply with handicap space. See below and sheet AS1. Provide enlarged plans for clarity purposes. a) Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle > 96" in width and designated as VAN ACCESSIBLE, per Section 1129B.4.2. b) Single spaces shall be 17'-0" wide and outlined to provide a 9-0" parking area and an 8'-0" loading and unloading area on the passenger side of the vehicle. c) Each space is to be a minimum of 18'0" in depth. 4. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B.4.3. Carlsbad 01-186 January 29, 2001 5. Show or note that the maximum slope of the parking surface at the accessible space, in any direction, is ^ V" per ft (2.083%), per Section 11298,4.4. The maximum slope at the passenger-loading zone is to be ^ 2%. 6. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall >70 in2 in area. c) When in the path of travel, they shal! be posted >80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space >36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 1129B.5. f) In addition, each accessible space is required to be marked with the international symbol of accessibility. 7. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be >17" x 22" with lettering not £1" in height. Per Section 1129B.5 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ." • CURB RAMPS 8. Plans shall show that curb ramps are > 48" wide with a slope of ^ 1:12 (8.33%), per Sections 1127B.5.2and 1127B.5.3. The lower end of each curb ramp shall have a 1/2H lip beveled 45°, per Section 1127B.5.5. 9. Revise plans to show that the landing at the top of the curb shall be level and > 48" depth for the entire width of the curb ramp. Section 1127B.5.4. 10. The slope of the fanned or flared sides of curb ramps shall not exceed £ 1:10, per Section 1127B.5.3. 11. Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/4" o/c., per Section 1127B.5.7. Carlsbad 01-186 January 29, 2001 12. Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 1127B.5.6. STAIRWAYS AND HANDRAILS 13. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 14. Note that all tread surfaces comply with Section 1133B.4.5, as follows: a) Be slip resistant. Have smooth, rounded or chamfered exposed edges. b) Have no abrupt edges at the nosing. c) Nosing shall not project >11/2" past the face of the riser above. 15. Revise plans to show that handrails are provided on each side of the stairs, per Section 1133B.4.1.1. See front stairway. RESTROOM FIXTURES AND ACCESSORIES 16. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: a) The controls for flush valves shall be mounted on the wide side of the toilet area. See sheet A6. 17. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.9.4 and California Plumbing Code: a) The rim of at least one urinal shall: i) Project 14" from the wall. See sheet A6. • GROUP B OCCUPANCIES 18. Show or note that all employee work areas have > 36" wide clearances, except as modified in other portions in the code, per Section 1105B.3.3.2. • END OF DOCUMENT Carlsbad O1-186 January 29, 2001 MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen • MECHANICAL (1997 UNIFORM MECHANICAL CODE) 1 . Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. (First floor) "Air-moving system is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." Please provide the required smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. • ENERGY CONSERVATION 2. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section Note: If you have any questions regarding this Mechanical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 01-186 January 29, 2001 4 ELECTRICAL PLAN REVIEW • 1996 NEC + PLAN REVIEWER: MORTEZA BEHESHTI 1. Show on the plans the method used to limit fault currents on panel "HV-2" branch circuits. 2. Show the location of all panels and transformers. NEC 110-16,240-24,300-21. 3. Provide physical protection for the new transformers and panels in the warehouse area. NEC 110-17. 4. Specify the wire type (AL or CU) and insulation (i.e. THWN). NEC 310. 5. Specify the secondary ground system for the 30 KVA transformer that feeds panel "LV-2". NEC 250. 6. Indicate the total load demand on the service. 7. Specify the wiring method you intend to use for this project (i.e., EMT, Metal Flex, NMC, etc.). NEC 110-3(a) and (b). 8. Show on the plan the location of the existing service(s) NEC 110-16, 230-2. 9. Show the HVAC units and circuitry. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment rooftop units. NEC 210-8(b)2 & 210-63. 10. Provide a minimum of 1 foot-candle of emergency illumination at the warehouse floor level. UBC 1003.2.9.2 & NEC 700-16. 11. Each commercial building and each commercial occupancy accessible to pedestrians shall be provided with at least one outlet in an accessible location at each entrance to each tenant space for sign or outline lighting system use. NEC 600-5(a) 12. Note the following requirements on the prints for panelboards supplying fire alarm equipment: Lockable cover, identified circuit breaker (red), and a breaker "lock-off1 device to be installed. 13. Each sheet of the electrical plans must be signed and stamped by the person responsible for their preparation. Business and Professions Code. 14. Note on the single line diagram that all service disconnect devices shall be labeled as a "Service Disconnecting Means". NEC 230-70(b). FROM : Firouzi Consulting Engineers I FPX NO. Rpr. IB 2001 04*. 00PM SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIFnON; PLAN CHECK NUMBER: U\~m0 OWNER'S ^-^^ / Dti I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectors) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above, UBC Section 106.3.5. SIGNED I, as the engineer/architect of record, certiry that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. SIGNED 1. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSI Prestressed Concrete Structural Masonry Designer Specified Field Welding High Strength Bolting Expanslon/Epoxy Anchors Sprayed-On Fireproofing Other: Off-Site Fabrication 2. Name(s) of individual(s) or firra(s) responsible for the special inspections listed above: A. FOR SOIL , B.CTE (760)446-4955 FOR ALL OTHERS 3. Duties of the special inspectors for the work listed above: A. During placement of bolts in concrete as identified on details sheets. . B. AH structural field welding or shop welds at any location other than the shop of an approved fabricator. See structural steel notes on sheet S-l. Special inspectors shall check in with the City and present their credentials for approval gBgJtft beginning vuorit on the job site. SIP 4997 Carlsbad 01-186 January 29, 2001 15. Provide a disconnect for each sign. NEC 600-6. 16. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and " The overcurrent devices shall be AIC rated per manufacturers. Labeling of the electrical equipment". 17. Note that pull-section taps are factory installed, field installed per factory specifications (available at.the site), or to be certified by a third party (NRTL certified) testing laboratory. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad O1-186 January 29, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-186 DATE: January 29, 2001PREPARED BY: Tony Embuido BUILDING ADDRESS: 2450 Impala Drive BUILDING OCCUPANCY: F-l/B TYPE OF CONSTRUCTION: V-N BUILDING PORTION Addition/Remod (PER CITY) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) CB Valuation Multiplier By Ordinance Bldg. Permit Fee by Ordinance ^ Reg. Mod. VALUE ($) 448,000 448,000 $1,839.08 Plan Check Fee by Ordinance Type of Review: Repetitive Fee ^ Repeats Complete Review D Other D Hourly Structural Only Hour(s) * Esgil Plan Review Fee $1,195.40 $956.32 Comments: Sheet 1 of 1 macvalue.doc DATE:/, BUILDING AfeDRESS: PROJECT DESCRIPTION: City of Car Is bad Public Works - Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB Ol " /&• OTTO ASSESSOR'S PARCEL NUMBER:EST. VALUE: ENGINEERING DEPARTMEN' APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submitted; 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. [A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please 3(06 the/ attached report of deficiencies marked jwfth D.Alake necessary corrections to plans or speciftQatfcfns for compliance with applicable codes arid standards. Submit corrected plans and/or specifications to this office for review. -a: QjM By: By: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: HMENTS D Dedication Application D Dedication Checklist U Improvement Application D Improvement Checklist . D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet Q Sewer Fee Information Sheet H:\WORD1 ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: CA 92OO8J-7314 • (760) 6O2-272O • FAX (76O) 6O2RB5®fi BUILDING PLANCHECK CHECKLIST 1ST ND D 3RD D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements 2. Show on site plan: F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service A. 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." B. Existing & Proposed Slopes and Topography C. Size, 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. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION mwOfUWOCSCHKLSTOuMInQ PtMttwck CUM Focm (G«o«tc).<toc RM.T/IMO BUILDING PLANCHECK CHECKLIST 1ST 2ND D D 3rt DISCRETIONARY APPROVAL COMPLIANCE n 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 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 VS" 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: D IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: 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\CmOSTBiild!n(| Plancheck Ctdit Form (RIDDLE - HARVEY 7-12-OO). doe BUILDING PLANCHECK CHECKLIST I sr 9ND 3rd 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 $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood 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. CD D CI 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. Grading Inspector sign off by: Date: D D D 7c- Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLST\BulWing Plancfleck Chlst Fomn (RIDDLE - HARVEY T-12-00).doc BUILDING PLANCHECK CHECKLIST * ST 2ND 3RD D D D 7d .No Grading Permit required. [] Q Q 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 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. D D D 11. Q 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. 7/1*00 BUILDING PLANCHECK CHECKLIST 1ST >ND jRD D D D • 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) AH 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 2. 3. 1.5: meter (estimated 100 gpm) 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 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 H:\WOROTXXSSCHKLST\Bt***) PlanchK* CUB Fwm (G*wte>,<Joc BUILDING PLANCHECK CHECKLIST I ST oND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Zl d O 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. D D D 13. Additional Comments: HiWVORtHDOC&CHKLSTOulclIng Planch** Cktot Farm (Gwwric) -doe D ^^Es ^[ Ca ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET timate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address:Bldg. Permit No. Prepared by:Date:Checked by:Date: ' f EDU CALCULATIONS: List types and square footages for all uses. Types~of Use: Types of Use: Sq. Ft./Units: Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: Sq. Ft./Units:Types of Use: FEES REQUIRED: WITHIN CFD: EDU's: EDU's: ADT's: ADT's: D 1. PARK-IN-LIEU FEE :EE/UNIT: ES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO PARK AREA & #: X NO. UNITS:= $ 2. TRAFFIC IMPACT FEE ADT's/UNITS: BRIDGE AND THOROU ADT's/UNITS: 23.X FEE/ADT:= $ UNIT/SQ.FT,; 5. SEWER FEE EDU's: / t I "7 JGHFARE FEE (DIST. : X tfENT FEE ZONE: X #1 DIST. #2 FEE/ADT: FEE/SQ.FT./UNIT: DIST. #3 ) = $ = $ X FEE/EDU:-• BENEFIT AREA: EDU's: L \T]X FEE/EDU: D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA_ ACRES: = $ HIGH /LOW X FEE/AC:= S D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misfom»VFm Calculation WorkvhMt Iof2 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. 2 of 2 Word\DocBlMlsfonni\Fn Calculation WorfcshMt Rev. 7/14/00 'Carfsbad Fire Department 010186 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 02/13/2001 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: LARRY WHARTON 639 BISON CT City, State: EL CAJON CA 92019 Plan Checker: Job Name: Sensa Job#: 010186 Job Address: 2450 Impala Dr. Bldg#: CB010186 Ste. orBldg. No. Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review FD Job # 1st 2nd 3rd 010186 FDFile# Other Aqencv ID Carfebad Fire Department 010186 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: 02/13/2001 Name: Address: LARRY WHARTON 639 BISON CT City, State: EL CAJON CA 92019 Plan Checker: Job Name: Sensa Job Address: 2450 Impala Dr. Reviewed by: 010186 Fire Prevention (760) 602-4660 Ste. or Bldg. No. Follow impact report and have on site for inspections. Carisbatl Fire Department 010186 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 01/26/2001 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: LARRY WHARTON 639 BISON CT 6 City, State: EL CAJON CA 92019 Plan Checker; Job Name: Sensa Job#: 010186 Job Address: 2450 impala Dr. Bldg#: CB010186 Ste. orBldg. No. D Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review FD Job # 1st 2nd 3rd 010186 FDFile* Other Agency ID Carlsbad Fire Department Name: LARRY WHARTON Address: 639 BISON CT City, State: EL CAJON CA 92019 Plan Checker: °10186 Job Name: Sensa 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Date of Report: 01/26/2001 Reviewed by: Job Address: 2450 impala Dr. Ste. or Bldg. No. Describe warehouse uses. Requirements Category: Building Plan Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. Page 1 01/26/01 O V o NO .3- •so \ PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB O I Address Planner Paul Godwin APN: Phone (760) 602-4625 Type of Project & Use: Zoning: (Vl-Q General Plan: Pi j Net Project Density: Facilities Management Zone: DU/AC B CFD fin/nut) #_ Circle One .Date of participation:Remaining net dev acres: (For non-residential development: Type of land used created by this permit: } Legend:X! Item Complete Environmental Review Required: DATE OF COMPLETION: __ YES Item Incomplete - Needs your action NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: . Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not state conditions which require action. Conditions of Approval: • I I Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NOJC. NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. . Coastal Permit Determination Log #: YES NO Follow-Up Actions: 1} Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES 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. D 2. Provide legal description of property Zoning; 1. Setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required I | I I 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required f I 3. Lot Coverage: Required 4. Height: Required 5. Parking: Spaces Required v / Guest Spaces Required \ / [J V Additional Comments and assessor's parcel number. Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown A (T)PL-««r s.e^-w- ft/«Jfldje<~f rori-f mowre-j e&uf&vuuit- .-Lrft it — b^ £c/'£o-ieft — ^-Vtt W"Y" ttw \Uo ijO far ILi A&\ Co 4 J 1 r* 1 (*Y 1 * f)| jr^ _, - H n I-__L ifti^1* v * i l***i^O' oori'cc* uor ** Iper *<00 ^ f/ f fT — ~^__ O ISSUE AND ENTERED APPROVAL INTO COMF rln/ I'll -ilx f6/t-M itill r\ccc* T^1 •S-VT^-H* &6rcenm« J\/ rt i i^ ( .C. f* U/SA |3I(_ H U6 pGT<j Tm—^^ic^-^Pr^ucivoA fa4io ("<; ^UTER^xX/P/^ .DATE 4/1 IJOl H:\AOMIN\COUNTER\BldgPlnchkRevChklst SCREENING OF EQUIPMENT: Exterior components of pluming, processing, heating, cooling, and ventilating systems (including but not limited to piping, tanks, stacks, collectors, heating, cooling, and ventilating equipment fans, blowers, ductwork, vents, louver, meters, compressor, motors, incinerators, ovens, etc....) shall not be directly visible from a height of five feet above any ground or ground floor elevation at a distance closer than 500 feet from the closest building wall on any lot. Please provide a display of proper screening material and/ or parapet wall on site plan. See example below. EXAMPLE OF SCREENING MATERIAL DISPLAY: / P / _ u 7- • ' V Firouzi Consulting Engineers, Inc. a structural analysis and design company STRUCTURAL CALCULATIONS PROJECT NAME: DATE: ENGINEER OF RECORD: TABLE OF CONTENTS: DESIGN LOADS DESIGN VALUES VERTICAL DESIGN LATERAL DESIGN FOUNDATION DESIGN SENSA (NEW MEZZANINE ADDITION) JAN 9, 2001 FIROUZI CONSULTING ENGINEERS, INC. 16959 Bernardo Center Drive, Suite 201, San Diego, CA 92128 (858) 485-5227 (858) 485-6201 fcifli FIROUZI CONSULTING ENGINEERS, INC. 16959 Bernardo Center Drive, Suite 201 San Diego, California 92128 Phone (619) 485-6227, Fax (619) 485-6201 Project: Job#; Date: By: Page J__ DESIGN LOADS Floor Members Office Dead Load Partition Load Live Load 25 psf 20 psf 80 psf FIROUZI CONSULTING ENGINEERS, INC. 16959 Bernardo Center Drive, Suite 201 San Diego, California 92128 Phone (619) 485-6227, Fax (619) 485-6201 Project: Job #: Date: By: Page 2 DESIGN VALUES WOOD MEMBERS DOUGLAS FIR-LARCH 2" to 4" thick, 2" and wider No. 1 Fb= 1000psi Fc = 1450 psi F, = 675 psi No. 2 Fb = 875 psi Fc = 1300 psi 5" thick and larger No.1 B&S No.1 P&T Fb- 1350 psi Fc = 625 psi Fb = 1200 psi Fc = 1000 psi Ft = 575 psi Fc j_ = 625 psi Ft = 675 psi Fc, j. = 625 psi F, = 825 psi Fc j. = 625 psi Fv = 95 pst E = 1700000 psi Fv = 95 psi E = 1600000 psi Fv = 85 psi E= 1600000 psi Fv = 85 psi E = 1600000 psi Size Factor, Cf Grades Select Structural No.1 and better No.1,No.2, No.3 Stud Width 2,3, and 4 5 6 8 10 12 14 and wider 2,3, and 4 5 and 6 Fb Thickness 2" & 3" 1.5 1.4 1.3 1.2 1.1 1.0 0.9 1.1 1.0 4" 1.5 1.4 1.3 1.3 1.2 1.1 1.0 1.1 1.0 F, 1.5 1.4 1.3 1.2 1.1 1.0 0.9 1.1 1.0 Fc 1.15 1.1 1.1 1.05 1.0 1.0 0.9 1.05 1.0 F1ROU2I Project: CONSULTING Job #: By: ENGINEERS, INC. Date: 16959 Bernardo Center Drive, Suite 216 San Diego, California 92128 Phone (619) 485-6227, Fax (619} 485-6201 DESIGN VALUES, continued SOIL Allowable Bearing Pressure = 2000 psf STEEL Pipe Columns: ASTM A53 Grade B, Fy=35 ksi, Fu=60 ksi Tube Columns: ASTM A500 Grade B, Fy=46 ksi, Fu=58 ksi Other Shapes: ASTM A36, Fy=36 ksi Wide Flange Shapes: ASTM Gr50, Fy = 50 ksi CONCRETE Foundation: fc = 3000 psi CODE & PUBLICATIONS UBC 1997 Edition AISC, Ninth Edition PCI Design Handbook, Fourth Edition Nelson Stud Welding Handbook for Non-Residential Construction Simpson Strong-Tie Connectors HROUZ1 CONSULTING ENGINEERS, INC. 1 5959 Bernardo Center Drive, Suite 216 Sar Ziego Caulomia 92128 = rtc".e (619)465-6227, Fax (619) Project: Jobfl: Date: DESIGN VALUES, continued HORIZONTAL DIAPHRAGM 1/2" Thick Structural I rated plywood AH ecfges supported (except at "e") Nailed at; a) 2" O.C. EN & SN, FN at 12" O.C. (3x members req'd) b) 2 1/2" O.C- EN & BN, FN at 12" O.C. (3x members req'd) c) 4" O.C. EN& BN(FNat 12" O.C. d) 6" O.C. EN & BN, FN at 12" O.C. e) 6" O.C. EN& BN.FNat 12"O.C. 3/4" Thick Structural I rated plywood AH edges supported (except at "e"} Nailed at: a) 2" O.C. EN & BN, FN at 12" O.C. (3x members req'Q) b) 2 1/2" O.C. EN & BN, FN at 12" O.C. (3x members req'd) c) 4" O.C, EN& BN.FNat 12" O.C. 0) 6" O.C. EN&BN,FNat 12" O.C. e) 6'1O.C. EN&BN,FNat 12" O.C. WOOD SHEARWALLS Shearwall I Material SvV ! 1/2" STR-1 S'.',2 ' 1/2" STR-1 5vV3 1/2" STR-1 S/v4 ! 1/2" STR-1 S'.V5' ; 1/2" STR-1 SA<6' i 1/2" STR-1 Edge Nailing (10d) 6" O.C, 4" O.C. 3" O.C. 2" O.C. 4" O.C. 3" O.C. Fdn Bolt (5/8" DIA.) 48" O.C. 36" O.C. 24" O.C, 12" O.C. 6" O.C. 6" O.C, End Studs (DFL) 2x4 5X4 3x4 3x4 2X4 3x4 Sill (PTOF) 2x4 3x4 3x4 3x4 2x4 3x4 Top Plate (DFL #2} (2)2x4 (2)3.x4 (2) 3x4 (2) 3x4 (2) 2x4 (2) 3x4 TOPC( 3 " •'; a Wa'i :A25. = " 18" 0 C : i-: 1 2" 0 C ; : ' : 9" Q C ' 6= : 5" c c ' r: 6" o c ' : : : 4" 0 C •";"-. ;tes aouDte-sided shearwall (plywood shall be staggered on each side} NEW MEZZAN NE FRAMING FIROUZI CONSULTING Title : ENGINEERS INC. g»ani: .-Description : Scope : Steel Beam Design Jobs Date: 8;26AM, 10 JAN 01 £ \ | General Information Description FB-1 Steel Section W24X55 Pinned-Pinned Center Span 28.00 ft Bm Wt. Added to Loads Left Cant. 6.00 ft LL & ST Act Together Right Cant 6.00 ft Lu 0.00 ft Distributed Loads #1 #2 #3 #4 # DL 0.585 LL 1.040 ST Start Location -6.000 End Location 34.000 (Summary 1 Using: W24X55 section, Span = 28.00ft, Fy = SO.OksiLeft Cant. = 6.00ft, Right Cant. = Actual Allowable Moment 153.117 k-ft 312.951 k-ft fb : Bending Stress 16.146 ksi 33.000 ksi fb / Fb 0.489 : 1 Shear 24.189k 186.516k fv : Shear Stress 2.594 ksi 20.000 ksi fv/Fv 0.130:1 Force & Stress Summary I Fy 50-OOksi Load Duration Factor 1.00 I 5 #6 #7 k/ft k/ft k/ft ft ft Beam OK e.OOftEnd Fixity = Pinned-PinnedFy = SO.OOks Max. Deflection -0.548 in Length/DL Defl 1,277.4 : 1 Length/(DL+LL Defl) 383.4 ; 1 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Only (8> Center (3J Center (5> Cants (8> Cants Max. M + 153. 12 k-ft 51.20 153.12 Max. M- -11.52 -11.52 Max. M@ Left -11.52 -11.52 Max. M @ Right -1 1 .52 -1 1 .52 Shear® Left 24.19k 8.96 23.52 Shear ©Right 24.19k 8.96 23.52 Center Defl, -0,548 in -0.178 -0.548 -0.548 Left Cant Defl 0.359in 0.107 0.359 0.359 Right Cant Defl 0.376 in 0.113 0,376 0.376 ...Query Defl @ 0.000 in 0.000 0.000 0.000 Reaction @ Left 34.27 12.80 27.36 27.36 Reaction @ Rt 34.27 12.80 27.36 27.36 | Section Properties Steel Section W24X55 Weight 55.03 #/ft Depth 23.55 in IxX 1,340.00 in4 Web Thick 0.396 in lyy 28,90 in4 Width 7.000 in Sxx 11 3.800 in3 Flange Thick 0.503 in Syy 8.257 in3 Area 16.20 in2 32.48 k-ft -30.24 k-ft -30.24 k-ft -30.24 k-ft 9.81 k 9.81 k -0.096 -0.096 in 0.030 0.030 in 0.033 0.033 in 0.000 0.000 in 19.04 19.04 k 19.04 19.04 k 1 r-xx 9.095 in r-yy 1 .336 in Misc 1.700 in (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title : Dsgnr: Description : Scope: Job# Date: 8:44AM, 10 JAN 01 Steel Beam Design Force & Stress Summary «-- These columns are Dead + Live Load placed as noted --» Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Section Properties Maximum 130.97 k-ft 14.39k 25.75k -1.050 in 0.000 in 0.000 in 0.000 in 14.39 25.75 Steel Section W16X31 Depth Web Thick Width Flange Thick Area 15.88 in 0.275 in 5.525 in 0.440 in 9.12 in2 DL Only (3 48.40 -0.00 5.41 9.49 -0.389 0.000 0.000 0.000 5.41 9.49 Weight Ixx lyy Sxx Syy LL Center 130.97 -0.00 14.39 25.75 -1 .050 0.000 0,000 0.000 14.39 25.75 LL+ST (55 Center -1.050 0.000 0.000 0.000 14.39 25.75 30.98 #/ft 375.00 in4 12.40 in4 47.229 in3 4.489 in3 LL (S> Cants 0.000 0.000 0.000 0.000 r-xx r-yy Misc LL+ST (5> Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 1 6.412 in 1.166 in 1.390 in (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. , Title : job it Dsgnr: Date; 6;52PM, 9 JAN 01 g Description : — Scope : i General Timber Beam 1 General Information Description FB-2 Section Name 5.125x12 n Beam Width Beam Depth Member Type LL & ST Act Together Load Dur. Factor Beam End Fixity Wood Density Uniform Loads 5.125 in 12.000 in Sawn 1 000 Pin-Pin 34.000 pcf Center Span Left Cantilev Right Cantile I 10.00 ft Lu 0.00 ft er ft Lu 0.00 ft ver ft Lu 0.00 ft DOUGLAS FIR-LARCH, No.1 Fb Allow 2,400.0 psi Fv Allow 385.0 psi Fc Allow E 165.0 psi 1 ,600.0 ksi I Uniform Loads Over Full Span Center Left Cantilever Right Cantilever Trapezoidal Loads #1 DL @ Left DL @ Right 1 Summary | DL DL DL 500.00 #ffi 500.00 #/ft Span= 10.00ft, Beam Width = 5.125tn x Max Stress Ratio Maximum Moment Allowable Max. Positive Mom Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,570.42 psi Fb 2,400.00 psi 169.00 #/ft LL #/ft LL #/ft LL LL @ Left LL @ Right 844.00 #/ft #ffi #/ft I #/ft Start Loc o.OOO ft #/ft End Loc 5.000 ft Beam Design OK Depth = 12.in, Ends are Pin-Pin 0.654 : 1 16.1 k-ft 24.6 k-ft 16.10k-ft ai 4.600ft 0,00 k-ft at 0,000ft 0.00 k-ft 0.00 k-ft 24.60 fv Fv Maximum Shear* 1.5 8.2 k Allowable 23.7 k Shear: @ Left 7.01 k ©Right 5.76k Camber: @ Left 0.000 in ©Center 0.124 in @ Right 0.000 inReactions... 133.78 psi LeftDL 2.79k Max 7.01k 385.00 psi Right DL 1.54k Max 5.76k [ Deflections | Center Span... Deflection ...Location ...Length/Defl Dead Load -0.083 in 4.760 ft 1,448.7 Total Load -0.244 in 4.920 ft 492.81 Left Cantilever... Dead Load Total Load Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title : Dsgnr: Description Scope: Job ft Date: 6:52PM, 9 JAN 01 General Timber Beam Stress Calcs Bending Analysis Ck 20.940 1.000 Rb 0.000 Sxx 123.000 in3 Area 61.500tn2 Max Moment ©Center 16.10 k-ft @ Left Support 0.00 k-ft @ Right Support 0.00 k-ft Shear Analysis @ Left Support Design Shear 8.23 k Area Required 21.370 in2 Actual Stress : fv 385.00 psi Bearing @ Supports Max. Left Reaction 7.01 k Max. Right Reaction 5.76 k Query Values M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft @ Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Sxx Rea'd 80.48 in3 0.00 in3 0.00 in3 @ Right Support 7.10k 18.448 in2 385.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Actual fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 8.293 in 6.81 5 in I Shear Deflection 7.01k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in (c)1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title: Dsgnr: Description Scope: Job* Date: 6:52PM, 9 JAN 01 C General Timber Beam I General Information i Description FB-3 Section Name 3.125x19.5 Center Beam Width 3.125 in Left Ca Beam Depth 19.500 in Rl9htC Member Type Sawn LL&ST Act Together ?>AJIov Load Dur. Factor 1.000 £v * , Beam End Fixity Pin-Pin Fc Allow Wood Density 34.000 pcf Uniform Loads Uniform Loads Over Full Center Left Cantilever Right Cantilever Point Loads Dead Load 844.0 Live Load 4,219.0 ...distance 13.500 (Summary | Span= 18.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Mom Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1, 674.58 psi Fb 2,400.00 psi Span DL 33.30 #/ft DL #/ft DL #/ft 200.0 1 ,000.0 13.500 0.000 Span 18.00 ft . Lu 0.00 ft itilever ft Lu 0.00 ft antilever ft Lu 0.00 ft / 2,400.0 psi / 165.0 psi / 385.0 psi 1 ,600.0 ksi I LL 167.00 #/ft LL #/ft LL #/ft I Ibs Ibs 0.000 0.000 0.000 0.000 ft Beam Design OK = 3.125in x Depth = 19.5in, Ends are Pin-Pin 0.938 : 1 27.6 k-ft 39.6 k-ft Maximum Shear * 1 .5 9.4 k Allowable 10. 1 k 27.64 k-ft at 13.464ft Shear: @ Left 3.50k 0.00 k-ft al 18.000ft ©Right 6.63k 0.00 k-ft 0.00 k-ft 39.61 fv 154.82 psi Fv 165.00 psi Camber: @ Left 0.000 in ©Center 0.129 in @ Right O.QQQ in Reactions,,. LeftDL 0.69k Max 3.5CK Right DL 1.21k Max 6.63k Deflections Center Span... D Deflection ...Location ...Length/Defl ead Load Total Load -0.086 in -0.460 in 9.576ft 9,648ft 2,521.0 469.82 Left Cantilever... Dead Load Total Load Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Right Cantilever- Deflection 0.000 in 0.000 in ...Length/Defl 0,0 0.0 (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title : Dsgnr: Description Scope: Job* Date: 6:52PM, 9 JAN 01 General Timber Beam Stress Calcs Bending Analysis Ck 20.940 1.000 Rb 0.000 Sxx 198.047 in3 Area 60.938 in2 Max Moment @ Center @ Left Support @ Right Support Shear Analysis ^ Design Shear Area Required Actual Stress : fv Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values 27.64 k-ft 0.00 k-ft 0.00 k-ft 5 Left Support 4.74 k 28.708 in2 165.00 psi 3.50k 6.63k M, V, & D@ Specified Locations @ Center Span Location = 0.00 ft @ Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Sxx Req'd 138.19 in3 0.00 in3 0.00 in3 @ Right Support 9.43 k 57.176 in2 165.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Actual fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 2.907 in 5.510 in I Shear Deflection 3.50 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. General Information Description FB-4 Steel Section Center Span Left Cant. Right Cant Lu Distributed Loads #1 DL LL ST Start Location End Location Trapezoidal Loads #1 DL@Left 0.057 DL@ Righl 0.282 #2 DL @ Left DL @ Righl Point Loads #1 Dead Load 1.260 Live Load 2.240 Short Term Location 10.000 (Summary | Using; W16X31 section, Span = Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv Title : Dsgnr: Description : Scope : Steel Beam Design W16X31 Pinned-Pinned 22.50 ft Bm Wt. Added to Loads 0.00 ft LL & ST Act Together 0.00ft 0.00ft #2 #3 #4 # 0.900 1.600 10.000 22.500 LL@Left 0.100 ST @ Left LL @ Right 0.500 ST @ Righl LL @ Left ST @ Left LL@ Right ST@ Righl #2 #3 #4 # 22.50ft, Fy = 50. OksiEnd Fixity = Pinned-PinnedFy = Actual Allowable 130.971 k-ft 129.880 k-ft 33.277 ksi 33.000 ksi 1.008: 1 25.748 k 87.340 k 5.896 ksi 20.000 ksi 0.295 : 1 Job# Date: 8:44AM, 10 JAN 01 1 1 Fy 50.00ksi Load Duration Factor 1 .00 1 5 #6 #7 k/ft k/ft k/ft ft ft 1 k/ft Start ft k/ft End 10.000ft k/ft Start ft k/ft End ft 1 5 #6 #7 k k k ft Overstressed in Bending ! SO.OOksi, Lu = 0.00ft, LDF = 1 .000 Max. Deflection -1.050 in Length/DL Defl 694.9 : 1 Length/(DL+LL Defl) 257.2 : 1 (C)1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title : Dsgnr: Description : Scope: Job* Date: 8:25AM, 10 JAN 01 Steel Beam Design General Information Description FB-5 Steel Section W18X35 Pinned-Pinned Fy SO.OOksi Load Duration Factor 1.00 Center Span Left Cant. Right Cant Lu 19.00 ft Bm Wt. Added to Loads 0.00 ft LL & ST Act Together 0.00ft 0.00ft Distributed Loads # DL LL ST Start Location 1 0.900 1.600 #2 #3 #4 #5 End Location 19.000 I Summary Using: W1 8X35 section, Span = Moment fb : Bending Shear Stress fb/Fb fv : Shear Stress fv/Fv 19.00ft, Fy = SO.OksiEnd Actual 114.391 k-ft 23.694 ksi 0.718 : 1 24.082 k 4.563 ksi 0.228 : 1 Fixity = Pinned-PinnedFy- 50 Allowable 159.317 k-ft 33.000 ksi 105.552 k 20.000 ksi #6 #7 K/ft k/ft k/ft ft ft Beam OOksi, Lu = 0.00ft. LDF= 1.000 Max. Deflection -0.500 Length/DL Defl 1,237.3 Length/(DL+LL Defl) 456.3 OK in : 1 : 1 Force & Stress Summary «- These columns are Dead Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Section Properties Maximum 11 4.39 k-ft 24.08k 24.08k -0.500 in 0.000 in 0.000 in 0.000 in 24.08 24.08 Steel Section W18X35 Depth Web Thick Width Flange Thick Area 17.71 in 0.298 in 6.000 in 0.429 in 10.30in2 DL Only <9> 42.19 8.88 8.88 -0.184 0.000 0.000 0.000 8.88 8.88 Weight Ixx lyy Sxx Syy LL Center 114.39 24.08 24.08 -0.500 0.000 0.000 0.000 24.08 24.08 LL+ST (® Center -0.500 0.000 0.000 0.000 24.08 24.08 34.99 #/ft 513.00 in4 15.50 in4 57.933 in3 5.167in3 + Live Load placed as noted --» LL (2> Cants 0.000 0.000 0.000 0.000 r-xx r-yy Misc LL+ST © Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I 7.057 in 1.227 in 1.510 in (C) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755.V5.0.2. 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. |Steel General Information Title : Job # Dsgnr: Date: 8:25AM, 10 JAN 01 Description : Scope : Beam Design 1 1 Description FB-6 Steel Section W21X44 Fy SO.OOksi Pinned-Pinned Load Duration Factor 1.00 Center Span 22.00 ft Bm Wt. Added to Loads Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu 0.00 ft I Distributed Loads #1 #2 #3 DL 0.900 LL 1 .600 ST Start Location End Location 22.000 Summary 1 1 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Using: W21X44 section, Span = 22.00ft, Fy = SO.OksiEnd Fixity = Pinned-PinnedFy = SO.OOksi, Lu = 0.00ft, LDF = 1 .000 Actual Allowable Moment 153.921 k-ft fb : Bending Stress 22.634 ksi fb / Fb 0.686 : 1 Shear 27.986 k fv : Shear Stress 3 870 ksi fv/Fv 0.194:1 Force & Stress Summary 224.41 9 k-ft Max. Deflection -0.549 in 33.000 ksi Length/DL Defl 1,297.0:1 Length/(DL+LL Defl) 481.3 : 1 144.620 k 20.000 ksi I «-- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Onlv (3> Center (5) Center (3> Cants (5> Cants Max. M-t- 153.92k-ft 57.12 Max. M - Max. M @ Left Max. M @ Right Shear® Left 27.99k 10.39 Shear ©Right 27.99k 10.39 Center Defl. -0.549 in -0.204 Left Cant Defl 0.000 in 0.000 Right Cant Defl 0.000 in 0.000 ...Query Defl @ 0.000 in 0.000 Reaction @ Left 27.99 10.39 Reaction @ Rt 27.99 10.39 Section Properties Steel Section W21X44 Weight Depth 20.66 in Ixx Web Thick 0.350 in lyy Width 6.500 in Sxx Flange Thick 0.450 in Syy Area 13.00 in2 153.92 k-ft k-ft k-ft k-ft 27.99 k 27.99 k -0.549 -0.549 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 27.99 27.99 k 27.99 27.99 k 1 44.16 #/ft r-xx 8.053 in 843.00 in4 r-yy 1.262 in 20.70 in4 Misc 1.570 in 81.607 in3 6.369 in3 (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS, INC. 16959 Bernardo Center Drive, Suite 201 San Diego, California 92128 Phone (619) 485-6227, Fax {619) 485-6201 Project: SENSA Job#: Date: By: /S" Page LATERAL ANALYSIS Seismic Factors = [(Z)(l)(C)/RW]WP = Z= 0.4 l= 1.0 C = 2.75 Rw = 6.0 (Sec. 1628.2.1 1994 U.B.C.) Vbase=[(2.5*Ca*l)/R]Wp= USE: V=0.23 W FLOOR DIAPHRAGM (N)Mezz. Trib. Area = (80')(40') = 3200 ft2 DL+PL= 45 Psf Weight Of Floor = (45 psf)(3200) = 144k Na= 1.3 Ca= 0.44Na Ca= 0.572 R= 4.5 (0.31 7)/1.4=0.23 (Sec. 1630.2.1 1997 U.B.C.) V= 0.23(144 K)=33.12k (WORST CASE) FIROUZ1 CONSULTING ENGINEERS, INC. 1 6959 Bernardo Center Drive, Suite 21 6 San Diego, California 92128 Phone (61 9) 485-6227, Fax (61 9) 485-6201 North-South Direction Grid Iine2: FSeism(c= Total Length (L) = Wall Height (h) = Wall Weight (W) = Framing Load (FL) = F = OTM = RM = UPL = East-West Direction Grid lineC: ^Seismic" Total Length (L) = Wall Height (h) - Wall Weight (W) = Framing Load (FL) = F = OTM = RM = UPL = Project: SENSA Job #: By: Date: Page '^ of LATERAL DESIGN V/2= 33.12 K/ 2 = 16560 Ibs 27 FT UPL Length (UL) = 27 FT 13.5 FT Tributary Width (TW) = 0 FT 10 PSF Tributary Length = 27.0 FT 25 PSF 16560 LBS UNIT SHEAR (v) = 613 PLF (UL/L)(F x h) = 223560 FT-LBS (WxllLxh + FLxTWxUL) x UL/2 = 49208 FT-LBS (OTM - .85RM) / UL = 6731 LBS USESW-3w/"HD8A" V/2= 33. 12 K/ 2 = 16560 Ibs 27 FT UPL Length (UL) = 27 FT 13.5 FT Tributary Width (TW) = 0 FT 10 PSF Tributary Length = 27,0 FT 25 PSF 16560 LBS UNIT SHEAR (v) = 613 PLF (UL/L)(Fxh) = 223560 FT-LBS (WxULxh + FLxTWxUL) x UL/2 = 49208 FT-LBS (OTM - .85RM) / UL = 6731 LBS USE SW-3 w/"HD8A" Firouzi Consulting Engineers, Inc. 16959 Bernardo Center Drive #201 San Diego, California 92128 Phone: (619)485-6227 Fax: (619)485-6201 Title : Job# : Description... 7 Dsgnr:Date: D-B 9:50AM, 10 JAN 01 FastFrame 2-D Frame Analysis Page 1 Nodes... Node Label - 1 ^ 2 3 4 Node Coordinates Xft o.o'ooT 0.000 7.000 ! 7.000 ' Yft 0.000 13.500 i X Restraint Fixed 13.500 Y Restraint Fixed 0.000 ; Fixed ] Fixed Node Z Restraint Temp deg F 0 i 0 i 0 ! 0 Member... i Member Label 1-2 1-3 2-3 3-4 Property Label TS5x5x1/2 TS4x4x1/2 W12x30 TS 5x5x1/2 Endpoint Nodes I Node J Node 4 1 2 2 3 3 4 Member Length ft 13.500 15.207 7.000 13.500 1 End Releases X Y Z Free Free J End Releases X Y Z Free Free Member Stress Check Data... Member Label 1-2 1-3 2-3 3-4 Unbraced Lengths Lu : Z ft Lu : XY 13.500 13.500 15,207 15.207 7.000 7.000 13.500 13.500 Slenderness Factors K : Z K : XY 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AISC Bending & Stability Factors Cm Cb Internal Internal Internal Internal Internal Internal Internal Internal Materials... Member Youngs Density Therm* Label ' ksi kef in/100c Default" |~ T.00~ ~ "0.000 T " ~ 0.0000 Steel | 29,000.00 0.490 0.0006 1 Yield ksi DO "T 1.00 50 36.00 Section Sections... Prop Label Material Group Tag Default Default TS4X4X1/2 -J- stee| TS5X5X1/2 j S(ee| 155x5x3/8 T- stee| W12x3° ~j~ Steel W12*35 ~f~ Steel Area Depth Width 1.000 in2 0.000 in 0.000 in ~~ 6.140 in2 4.000 in 4.000 in ~ 8.142 in2 5.000 in 5.000 in ~ 6.450 in2 5.000 in 5.000 in ~ 8.790 in2 12.340 in 6.520 in 10.300 in2 12.500 in 6.560 in Tf I xx Tw lyy 0.000 in 1.00 in4 0.000 in 0.00 in4 0.500 in 11.40 in4 0.500 in 11.40 in4 0.500 in 25.52 in4 0.500 in 25.52 in4 0-375 in 22.00 in4 0.375 in 22.00 in4 0.440 in 238.00 in4 0.260 in 20.30 in4 0.520 in 285.00 in4 0.300 in 24.50 in4 Node Loads.... Concentrated Loads and Moments Node Label x y Moment « 2 16.560k 1. Load Case Factors 1 #2 #3 #4 #5 000 Member Distributed Loads.... Member Label B Load Magnitudes Start Finish 0.000 0,000 k/ft Load Extents Start Finish ft ft 0.000 7.000 Load Direction Global Y Load Case Factors #1 #2 #3 #4 #5 1.000 Load Combinations. Load Combination Description SEISMIC Stress Increase 1.000 Gravity Load Factors X Y -1 .000 #1 Load Combination Factors #2 #3 #4 #5 . 1.000 (c)1988-97 ENERCALC C:\ENERCALC\SENSA.FFW VS.0.8 Firouzi Consulting Engineers, Inc. 16959 Bernardo Center Drive #201 San Diego, California 92128 Phone: (619)485-6227 Fax: (619)485-6201 Title Job# Description.... Dsgnr:Date: 9:50AM, 10 JAN 01 FastFrame 2-D Frame Analysis V508-Page 2 Node Displacements & Reactions Node Label Load Combination X in Node Displacements Y in Z Radians X k Node Reactions Y k Zk-ft ; 1 I SEISMIC 2 SEISMIC 3 4 SEISMIC SEISMIC 0 0.12841 0.12295 0 0 -0.00020 -0.02222 0 -0.00079I -0.00027 -0.00025 -0.00076 -16.56000 -3 0 0 0 3 -31.29957 0 0 32.57471 Member End Forces... Member Label 1-2 1-3 2-3 3-4 Load Combination SEISMIC SEISMIC SEISMIC SEISMIC Node " 1 " End Forces Axial Shear k k 0.47871 -35.83417 16.56000 32.20069 Steel Stress Checks... Member |_ Label 1-2 1-3 2-3 3-4 Load Combination SEISMIC SEISMIC SEISMIC SEISMIC Overall Maximum 0.003 0.369 0.098 0.184 0 0.07313 0.10469 0 Moment ft-k 0 0 0 0 Node " Axial k -0.10469 36.11622 -16.56000 -32.57471 J " End Forces Shear k 0 0.07313 0.10469 0 i Moment ; ft-k i 0 0 0 0 i @ Left End 1/4 Span 0.003 0.270 0.088 0.184 0.003 0.294 0.090 0.184 1/2 Span 3/4 Span 0.003 0.003 0.318 0.341 0.093 0.095 0.184 0.184 @ Right Enc 0.00 0.36' 0.09. 0.18. Shear 0.000*" 0.001 0.002 0.000 Member Overall Envelope Summary Member Label Section I Axial k Shear k Moment ft-k Deflection Maximum in Stress Ratio : 1-2 ' TS5x5x1/2 1-3 2-3 TS4x4x1/2 W12x30 3-4 TS5x5x1/2 B Default 0.479 35.834 16.560 32.201 0.073 0.105 1.111 0.732 0.128 0.097 0.021 0.123 0.003 0.369 0.098 Q.184 -> Deflection values listed are the maximum of a sampling of 31 points across the member (C) 1988-97 ENERCALC C:\ENERCALC\SENSA.FFW V 5.0.8 FIROUZI CONSULTING Title : ENGINEERS INC. Kption : Scope : r [ Horizontal Plywood Diaphragm General Information Job# Date: 9:16AM. 10 JAN 01 1 1 Description PLYWOOD DIAPHRAGM North-South Length 80.00 ft Diaphrgm Weight 0.00 psf Ease-West Length 40.00 ft Seismic Factor 1.0000 Nort-South Chord 80.00 ft Diaphragm is Blocked East-West Chord 40.00 ft Blocking Direction North-South Boundary Loads Acting North & South 1 #1 3Vl* = 828.00 #/ft from 0.000ft to 0.000ft #2 £<' #/ft from 0.000ft to 0.000ft #3 #/ft from 0.000ft to 0.000ft #4 #/ft from 0.000ft to 0.000ft Boundary Loads Acting East & West 1 #1 33-L* * 414.00 #/ft from 0.000ft to 0.000ft #2 4d #ft from 0.000ft to 0.000ft #3 #/ft from 0.000ft to 0.000ft #4 #/ft from 0.000ft to 0.000ft (North & South Walls | Design Data & Nailing Requirements Framing Thickness Grade Nail Size Spacing in in At North Wall 2x 1/2" Structural I 10d 2,3,12 2nd zone 2x 1/2" Structural I 10d 2.5,3,12 3rd zone 2x 1/2" Structural I 10d 4,6,12 Center zone 2x 1/2" Structural I 10d 6,6,12 3rd zone 2x 1/2" Structural I 10d 4,6,12 2nd zone 2x 1/2" Structural I 10d 2.5,3,12 At South Wall 2x 1/2" Structural I 10d 2,3,12 Shear Zone Value Distance #/ft ft 730.0 0.00 640.0 0.00 425.0 9.28 320.0 425.0 9.28 640.0 0.00 \ 730.0 0.00 ! I East & West Walls | Design Data & Nailing Requirement; Framing Thickness Grade Nail Size Spacing in in At West Wall 2x 1/2" Structural! 10d 2,3,12 2nd zone 2x 1/2" Structural I 10d 2.5,3,12 3rd zone 2x 1/2" Structural I 10d 4,6,12 Center zone 2x 1/2" Structural I 10d 6,6,12 3rd zone 2x 1/2" Structural I 10d 4,6,12 2nd zone 2x 1/2" Structural I 10d 2.5,3,12 At East Wall 2x 1/2" Structural I 10d 2,3,12 Shear & Chord Forces Shear Zone Value Distance #/ft ft 730.0 0.00 640.0 0.00 425.0 0.00 320.0 425.0 0.00 640.0 0.00 730.0 0.00 1 Diaphragm Shears... North South West East Total Shear 16,560.0lbs 16,560.0lbs 16,560.0lbs 16,560.0 Ibs Shear per Foot 414.00#/ft 4l4.00#/ft 207.00#/ft 207.00 #/ft Chord Forces... @ 1/4 "Length 1,544.2lbs 6,176.7lbs @ 1/2* Length 2,070,0lbs 8,280.0lbs @ 3/4 * Length 1 .560.7 Ibs 6,243.0 Ibs Length / Width Ratio 2.000 (c)1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title : Dsgnr: Description : Scope : j General Footing Analysis & Design Job# Date: 12:54PM, 27 OCT 00 2o \ [ General Information Description CONT. Allowable Soil Bearing Short Term Increase Base Pedistal Height Seismic Zone Overburden Weight FOOTING 2,000.0 psf 1.330 in 0.000 in 4 0.00 psf Live & Short Term Combined fcFy Concrete Weight Loads Applied Vertical Load Dead Load Live Load Short Term Load 2,500.0 psi 60,000.0 psi 145.00 pcf 0.500 k 2.500 k k Dimensions... Width along X-X Axis Length along Y-Y Axis Footing Thickness Col Dim. Along X-X Axis Col Dim. Along Y-Y Axis Min Steel % Rebar Cover ... ecc along X-X Axis ...ecc along Y-Y Axis Creates Rotation about Y-Y Axis Creates Rotation Applied Moments... Dead Load Live Load Short Term (pressures @ left & right) k-ft k-ft k-ft (pressures @ Creates Rotation about Y-Y Axis Creates Rotation Applied Shears... Dead Load Live Load Short Term (pressures @ left & right) k k k (pressures @ \ 1.750ft 1.000ft 15.00 in 5.50 in 12. 00 in 0.0014 3.00 in I 0.000 in 0.000 in about X-X Axis top & bot) k-ft k-ft k-ft abojJtX-X Axi s top & bot) k k k 1 Summary | 1.75 ft x 1.00 ft Footing, 15.0 DL+LL Max Soil Pressure 1 ,895.5 Allowable 2,000.0 "X1 Ecc, of Resultant 0.000 in "Y1 Ecc, of Resultant 0.000 in X-X Min. Stability Ratio 999.000 :1 Y-Y Min. Stability Ratio 999.000 :1 in Thick, w/5.50 DL+LL+ST 1,895.5 psf 2,660.0 psf 0.000 in 0.000 in 1.500:1 x 12.00 in column 0.0 Footing Design OK in high Actual Max Mu/Phi 0.655 k-ft Required Steel Area Vu : 1-Way Vu : 2-Way 0.000 0.710 Allowable 0,202in2 85.000 psi 170.000 psi (c)1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROU2I CONSULTING ENGINEERS INC. Title : Dsgnr: Description : Scope : General Footing Analysis & Design Job# Date: 12:54PM, 27 OCT 00 f \ Footing Design Shear Forces ACI 9-1 Two-Way Shear One-Way Shears... Vu/Phi @ Left Vu/Phi @ Right Vu/Phi @ Top Vu/Phi @ Bottom Moments ACI Mu/Phi @ Left Mu/Phi @ Right Mu/Phi @ Top Mu/Phi @ Bottom Soil Pressure Summary 0.71 0.00 0.00 0.00 0.00 ill 0.65 0.65 0.00 0.00 Service Load Soil Pressures DL + LL DL + LL + ST ACI 9-2 0.60 0.00 0.00 0.00 0.00 ACI 9-2 0.56 0.56 0.00 0.00 Left 1 ,895.54 1,895.54 ACI 9-3 Vn 0.06 psi 0.00 0.00 0.00 0.00 ACI 9-3 Ru 0.06 k-ft 0.06 0.00 0.00 Right 1,895.54 1,895.54 *Phi 170.00 psi 85.00 psi 85.00 psi 85.00 psi 85.00 psi 4.5 psi 4.5 0.0 0.0 Top 1,895.54 1,895.54 1 As Req'd 0.20 in2 0.20 0.02 0.02 1 Bottom 1,895.54 psf 1,895.54 psf Factored Load Soil Pressures ACI Eq. 9-1 ACI Eq. 9-2 ACI Eq. 9-3 ' ACI Factors (Per ACI, applied ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ... .seismic = ST * : 1.400 1.700 1.700 1.100 3,082.32 2,653.75 420.27 3,082.32 2,653.75 420.27 3,082.32 2,653.75 420.27 internally to entered loads) ACI 9-2 ACI 9-3 ACI 9-3 Group Factor Dead Load Factor Short Term Factor 0.750 UBC 1.400 UBC 1.400 3,082.32 psf 2,653.75 psf 420.27 psf I 1921. 2. 7 "1.4" Factor 1.400 1921. 2. 7 "0.9" Factor 0.900 (c) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title: Dsgnr: Description Scope : Job# Date: 9:25AM, 10 JAN 01 Square Footing Design General Information Description F-1 Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Act Seperately Load Duration Factor Column Dimension j General Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf% to Req'd 17.100k 30.400 k 0.000 4 0.000 psf 1 45.00 pcf 1.330 6.00 in 11. 438 in 0.0050 0.0017 in2 0.0022 % Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf 5.500 ft 15.00 in 5 5 3.250 2,500.0 psi 40,000.0 psi 2,000.00 psf 1 0.305in2 1.677in2 0.0014 (Summary | 5.50ft square x 15.0in thick with Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu / Phi ; Actual Mn : Capacity 5- #5 bars 1,751 .50 psf 2,000.00 psf 746.54 psf 2,660.00 psf 9.56 k-ft 10.54 k-ft Actual 1 -Way Shear Allow, 1-Way Shear Actual 2-Way Shear Allowable 2-Way Shear Alternate Rebar Selections.. 9 #4's 6 #5's 3 #7's 3 #8's Footing 36.51 psi 100.00 psi OK 114.26 psi 200.00 psi 4 #6'S 2 #9's 2 #10's <c)1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 FIROUZI CONSULTING ENGINEERS INC. Title : Dsgnr: Description Scope : Job# Date: 9:22AM, 10 JAN 01 Square Footing Design General Information Description F-2 Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Act Seperately Load Duration Factor Column Dimension |~ General Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd 1 Summary | 9.900 k 17.600k 0.000 4 0.000 psf 1 45.00 pcf 1.330 5.00 in 11. 438 in 0.0050 0.0009 in2 0.0014 % Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf 4.000 ft 15.00 in 3 5 3.250 3,000.0 psi 40,000.0 psi 2,000.00 psf 0.192in2 0.769 in2 0.0014 Footing OK 4.00ft square x 15.0in thick with 3- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu / Phi : Actual Mn : Capacity 1 ,900.00 psf 2,000.00 psf 800.00 psf 2,660.00 psf 5.33 k-ft 8.75 k-ft Actual 1 -Way Shear Allow. 1 -Way Shear Actual 2-Way Shear Allowable 2-Way Shear Alternate Rebar Selections.. 4 #4'S 3 #5's 2 #7's 1 #8's 21. 49 psi 109.54 psi 66.07 psi 219.09 psi 2 #6's 1 #9's 1 #10's (C) 1983-97 ENERCALC c:\enercalc\sensa.ecw KW-0602755, V5.0.2, 1-Jun-1997 VINJE & MIDDLETON ENQINEERINQ, INC. 245° Vineyard Avenue, #102 Escondido, California 92029-1229 Phone (760) 743-1214 February 23, 2001 Fax (760) 739-0343 Bycor General Contractors, Inc. Attention: Mr. Rich Byer 6490 Mar Industry Place San Diego, California 92121 FOUNDATION PLAN REVIEW, PROPOSED RENOVATION TO EXISTING BUILDING, LOT #2 PALOMAR TECH CENTRE II, 2450 IMPALA DRIVE, CITY OF CARLSBAD PLAN FILE #01-186 In accordance with your request to provide a foundation plan review, this office has reviewed the following report and plan as part of this project: A. "Update Compaction Report For Lot #2 Palomar Tech Centre II, 2450 Impala Drive, City of Carlsbad Plan File #01-186" prepared by this office, dated February 19, 2001, Job #01- 152-F. B. Project foundation plans provided to this office, prepared by Firouzi Consulting Engineers, Inc., revision dated February 22, 2001. Specific attention was directed at sheets S-1 PV through S-3, and SD-1 through SD-2, which pertain to building foundations and slab on _l/ grade. ^^^\* *~s Based upon our review and from a geotechnical engineering point of view, the footing and slab O on grade details are in substantial compliance with our above listed "Update Report". If you have any questions or need clarification, please do not hesitate to contact this office. Reference to our Job #01-152-F will help to expedite our response to your inquiries. We appreciate this opportunity to be of service to you. VINJE & MIDDLETON ENGINEERING, INC. ^^^^jQJ^-JI*^^ ^L Ralph M. Vinje GE #863 RMV/mpr Distribution: Addressee (4) mpr\fpi3nrev\01-152-f.fp1 VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue, #102 Escondido, California 92029-1229 Job#01-152-F Phone (760) 743-1214 Fax (760) 739-0343 February 19, 2001 Bycor General Contractors, Inc. Attention: Mr. Rich Byer 6490 Mar Industry Place San Diego, California 92121 UPDATE COMPACTION REPORT FOR LOT #2 PALOMAR TECH CENTRE II, 2450 IMPALA DRIVE, CITY OF CARLSBAD PLAN FILE #01-186 In accordance with the request of the City of Carlsbad, this report is written to provide an up to date soil report, and to discuss the foundation recommendations. I. REFERENCES The following documents have been reviewed in order to provide this Update Report: A. "Update Geotechnical Report Lot #2 "Carlsbad 48" Impala Drive, Carlsbad, California" dated November 5, 1996, prepared by this office, Job #96-234-F. B. "Foundation Plan Review, Proposed Hubbard Building, Lot #2, Carlsbad 48, 2450 Impala Drive, Plan File #96-1609 II, Carlsbad" letter dated November 29, 1996, prepared by this office, Job #96-234-F. C. "As-Graded Compaction Report For The Remedial Grading Conducted Within The Proposed Building Area, Lot #2 Palomar Tech Centre II" dated November 11,1997, prepared by this office, Job #96-234-F. D. "Foundation Plan Review, Proposed Commercial Building, Palomar Tech Center II" letter dated May 27, 1998, prepared by this office, Job #98-218-E. E. "Recommendations For Remedial Grading. Proposed Commercial Building, Lot #2 Palomar Tech Centre II" letter dated June 1, 1998, prepared by this office Job #98- 218-E. Update Report, Commercial Building 2450 I m pal a Drive, Carlsbad February 19, 2001 Page 2 F. Field Memos, Job #987-218-E For the Following Work Conducted By This Office: 1. Remedial grading compaction testing. 2. Underground utility trench backfill compaction testing, 3. Interior plumbing and foundation inspections. 4. Sub and basegrade compaction testing for paved and concrete improvements. II- SITE INFORMATION A. Original Remedial, and Fine Grading Original grading of this lot was conducted during mass grading of the project site from November 1979 through January 1980. Remedial grading was conducted periodically from December 4, 1996 through December 19, 1996, and fine grading was conducted in August 1998. All grading was conducted in substantial conformance with the Grading Ordinance for the City of Carlsbad. All inspections and testing were conducted under the supervision of this office. In our opinion, all embankments and excavations were constructed in substantial conformance with the approved grading plan, and are acceptable for their intended use. B. Site Inspection A site inspection was made by a representative from this office on February 6, 2001, and found the site to be visually the same with respect to the location of the building, parking and improved areas. Therefore, the building and associated improvements remain the same as last seen by this office on January 29, 1999. C. Geology Geologic hazards are not presently indicated at the project site. Minor exposed slopes do not indicate gross geologic instability. The most significant geologic hazards at the site will be those associated with ground shaking in the event of a major seismic event. Liquefaction or related ground rupture failures are not anticipated. VINJE # MIDDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondido, California 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEOTECHNICAL INVESTIGATIONS QRADINQ SUPERVISION PERC TESTING ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 Page3 D. Proposed Construction It is our understanding that the interior of the present building is to be renovated by the removal and replacement of interior walls, and the construction of a second story mezzanine. HI. RECOMMENDATIONS A. Foundations and Interior Slab On Grade Floors **A COPY OF THIS REPORT MUST BE PROVIDED TO THE PROJECT ARCHITECT/STRUCTURAL ENGINEER TO ENSURE THE ABOVE FOUNDATION RECOMMENDATIONS ARE INCLUDED IN APPROPRIATE PLANS** The following minimum foundation recommendations for very low expansive (Expansion Index = less than 21) bearing soils, classified using the "Unified Soil Classification System or"USCS" as SM/SW, with maximum indicated fill differential depth of 40 feet from our "Update Geotechnical Report" dated November 5, 1996 should be adhered to, and incorporated into the foundation plans. Foundation plans and details may be submitted to our office for review, to insure conformance with our recommendations. Please note (**) items for revised recommendations since the issuance of our "Update" report. PLEASE NOTE THAT THESE RECOMMENDATIONS SUPERSEDE THOSE PUT FORTH IN ANY PREVIOUS REPORTS 1. Continuous strip foundations for the second story mezzanine and associated load bearing walls should be a minimum of 18 inches wide by 18 inches deep. Spread pad footings should be at least 24 inches by 24 inches wide and 18 inches deep. Minimum depths are measured from the lowest adjacent ground surface, not including the sand under the slab.. 2. Use four #5 reinforcing bars in all interior and exterior continuous strip footings. Place two bars 3 inches below the top of the footing, and two bars 3 inches above the bottom of the footing. Reinforcement for spread pad footings should be designed by the project structural engineer. 3. All interior slabs (industrial floors) should be a minimum of 5 inches in thickness reinforced with #3 reinforcing bars spaced 18 inches on center each way, placed VINJE # M/DDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondido, California 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEOTECHNICAL INVESTIQATIONS QRAD1MJ SUPERVISION PERC TESTINQ ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 20010 Page 4 midheight in the slab. Use 4 inches of clean sand (SE 30 or greater) beneath all slabs. A six-mil plastic moisture barrier must be placed midheight in the sand. Slab design for floors supporting dead and/or live loading conditions should be confirmed by the project structural engineer. A modules of subgrade reaction of 200 pci may be used. Provide re-entrant (±270° corners) reinforcement for all interior slabs as generally shown on the enclosed "Isolation Joints and Re-Entrant Corner Reinforcement" detail. Re-entrant corners will depend on slab geometry and/or interior column locations. ** 4. Provide "soft-cut" contraction/control joints consisting of sawcuts spaced 10 feet on center maximum each way for all interior slabs. Cut as soon as the slab will support the weight of the saw, and operate without disturbing the final finish, which is normally within 2 hours after final finish at each control joint location, or when the compressive strength reaches 150 to 800 psi. The "soft-cut" must be a minimum of 1 inch in depth and must not exceed 1% inch in depth or the reinforcing may be damaged. Anti-ravel skid plates should be used and replaced with each blade to avoid spalling and raveling. Avoid wheeled equipment across cuts for at least 24 hours. 5. This office is to be notified to inspect or test the following prior to foundation concrete pours: a) Inspect the plumbing trenches beneath slabs after the pipes are laid and prior to backfilling. b) Test the plumbing trenches beneath slabs for minimum compaction requirements. c) Inspect the footing trenches for proper width, depth, reinforcing size and placement. Inspect the slabs for proper thickness, reinforcing size and placement, sand thickness and moisture barrier placement. B. Soil Design Parameters The following soil design parameters are based upon the soils used in the construction of the building pad: VINJE # MIDDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondido, Cali/brnia 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEOTECHNICAL INVESTIGATIONS GRADING SUPERVISION PERC TESTING ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 PageS a) Use a friction angle of 41 degrees. b) Use a wet density of 125.0 pcf. c) Use a coefficient of friction of 0.50 for concrete on compacted soils. d) Use an active pressure of 26 pcf equivalent fluid pressure for cantilever, unrestrained walls with level backfill surface. e) Use an at rest pressure of 43 pcf equivalent fluid pressure for restrained walls. f) Use a passive resistance of 600 pcf equivalent fluid pressure for level surface condition at the toe. g) Use an allowable foundation pressure of 2,000 psf for minimum 12 inch wide by 12 inch deep footings. h) Use an allowable lateral bearing pressure of 100 psf per foot for all structures except retaining wails. Notes: a) Because large movements must take place before maximum passive resistance can be developed, use a minimum safety factor of 2.0 for wall sliding stability where structures or improvements are planned near or adjacent to the top of the wall. b) When combining passive and frictional resistance, the passive component should be reduced by one-third. c) The allowable soil bearing pressure provided herein was determined for footings having a minimum width of 12 inches and a minimum depth of 12 inches below the lowest adjacent ground surface. This value may be increased per Uniform Building Code for additional depth and width if needed. The allowable soil bearing pressure provided herein is for dead plus live loads and may be increased by one-third for wind and seismic loading. VINJE 9 MIDDLETON ENQINEERINq, /NC. 2450 Vineyard Avenue, #102, Escondido, California 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEOTECHNICAL INVESTIGATIONS GRADING SUPERVISION PERC TESTING ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 PageS d) The lateral bearing earth pressures may be increased by the amount of the designated value for each additional foot of depth to a maximum of 1,500 pounds per square foot. C. General Recommendations 1. The minimum steel reinforcement provided herein is based on soil characteristics only, and is not intended to be in lieu of reinforcement necessary for structural considerations. 2. Expansive clayey soils should not be used for backfilling of any retaining walls. Retaining walls should maintain at least a 1:1 (horizontal to vertical) wedge of granular non-expansive soil backfill measured from the base of the wall footing to the ground surface. All retaining walls should be provided with a drain along the backside as generally shown on the enclosed "Retaining Wall Drain" detail. Specific drainage provisions behind retaining wall structures must be inspected by this office prior to backfilling the wall. All backfill soils must be compacted to a minimum of 90% of the corresponding maximum dry density, ASTM 1557-91. 3. All underground utility trenches beneath interior and exterior slabs should be compacted to a minimum of 90% of the maximum dry density of the soil. Care should be taken not to crush the utilities or pipes during the compaction of the trench backfill. 4. The planting of large trees behind any retaining wall will adversely affect their performance and should be avoided. D. Seismic Coefficients The following site specific seismic parameters for the above referenced project were determined in accordance with the Uniform Building Code requirements. The following parameters are consistent with the indicated project seismic environment and may be utilized for project design work. VINJE # MIDDLETON ENQINEERING, INC. 2450 Vineyard Avenue, #102, Escondido, California 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEQTECHNtCAL INVESTIGATIONS QRADINQ SUPERVISION PERC TESTINQ ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 Page? Site Soil Profile Type Sc Seismt czone 4 Seismic Z<me Factor 0.4 Seismic Source Tyjse B Seismic Response Coefficients m 1.0 Nv 1.0 ca 0.40 Cv 0.56 Ts 0.560 TO 0.112 According to Chapter 16, Division IV of the 1997 Uniform Building Code E. Setbacks 1. Footings located on or adjacent to the top of slopes should be extended to a sufficient depth to provide a minimum horizontal distance of 7 feet or one-third of the slope height, whichever is greater (need not exceed 40 feet maximum) between the bottom edge of the footing and face of slope. Reinforcement for deepened footings should be provided by the project structural engineer and detailed on the approved foundation plans. 2. The outer edge of all slopes experience "down slope creep", which may cause distress to structures. If any structures including buildings, patios, sidewalks, are placed within the setback, FURTHER RECOMMENDATIONS WILL BE REQUIRED. The concrete reinforcement recommendations provided herein should not be considered to preclude the development of shrinkage related cracks, etc.; rather, these recommendations are intended to minimize this potential. If shrinkage cracks do develop, as is expected from concrete, reinforcements tend to limit the propagation of these features. These recommendations are believed to be reasonable and in keeping with the local standards of construction practice. Special attention should be given to any "re-entrant" corners (±270 degree corners) and curing practices during and after concrete pour in order to further minimize shrinkage cracks. F. Slopes All slopes should be landscaped with types of plants and planting that do not require excessive irrigation. Excess watering of slopes should be avoided. Slopes left unplanted will be subject to erosion. The irrigation system should be installed in accordance with the governing agencies. VINJEtfMIDDLETON ENGINEERING, JNC. 2450 Vineyard Avenue, #102, Escondida, California 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEQTECHNICAL INVESTIQATIONS QRADINQ SUPERVISION PERC TESTINQ ENVIRONMENTAL INVESTIQATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 Paged Water should not be allowed to flow over the slopes in an uncontrolled manner. Until landscaping is fully established, plastic sheeting should be kept accessible to protect the slopes from periods of prolonged and/or heavy rainfall. Berms should be constructed along the top edges of all fill slopes. In no case should water be allowed to pond or flow over slopes. Brow ditches should be constructed along the top of all cut slopes sufficient to guide runoff away from the building site and adjacent fill slopes prior to the project being completed. G. Drainage The owner/developer is responsible to insure adequate measures are taken to properly finish grade the building pad after the structures and other improvements are in place so that the drainage waters from the improved site and adjacent properties are directed away from proposed structures in accordance with the designed drainage patterns shown on the approved plans. A minimum of two percent gradient should be maintained away from all foundations. Roof gutters and downspouts should be installed on the building, all discharge from downspouts should be led away from the foundations and slab to a suitable location. Installation of area drains in the yards should also be considered. Planter areas adjacent to foundations should be provided with damp/water proofing, using an impermeable liner against the footings, and a subdrainage system within the planter area. It should be noted that shallow groundwater conditions may still develop in areas where no such conditions existed prior to site development. This can be contributed to by substantial increases of surface water infiltration resulting from landscape irrigation which was not present before the development of the site. It is almost impossible to absolutely prevent the possibility of shallow groundwater on the entire site. Therefore, we recommend that shallow groundwater conditions be remedied if and when they develop. The property owner should be made aware that altering drainage patterns, landscaping, the addition of patios, planters, and other improvements, as well as over irrigation and variations in seasonal rainfall, all affect subsurface moisture conditions, which in turn affect structural performance. VINJE & MIDDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondido, California 92029-1229 « Phone (760) 743-1214 • Fax (760) 739-0343 GEOTECHNICAL INVEST 1Q AT IONS QRAD1NQ SUPERVISION PERC TESTINQ ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 Page 9 V. GENERAL INFORMATION It should be noted that the characteristics of as-compacted fill may change due to post- construction changes from cycles of drying and wetting, water infiltration, applied loads, environmental changes, etc. These changes can cause detrimental changes in the fill characteristics such as in strength behavior, compressibility behavior, volume change behavior, permeability, etc. The owner/developer should be made aware of the possibility of shrinkage cracks in concrete and stucco materials. The American Concrete Institute indicates that most concrete shrinks about 1/fe inch in 20 feet. Separation between construction and cold joints should also be expected. The amount of shrinkage related cracks that occur in concrete slab-on-grades, flatwork and driveways depend on many factors, the most important of which is the amount of water in the concrete mix. The purpose of the slab reinforcement is to keep normal concrete shrinkage cracks closed tightly. The amount of concrete shrinkage can be minimized by reducing the amount of water in the mix. To keep shrinkage to a minimum, the following should be considered: A. Use the stiffest mix that can be handled and consolidated satisfactorily. B. Use the largest maximum size of aggregate that is practical, for example concrete made with 3/s inch maximum size aggregate usually requires about 40 pounds (nearly 5 gallons) more water per cubic yard than concrete with 1 inch aggregate. C. Cure the concrete as long as practical. The amount of slab reinforcement provided for conventional slab-on-grade construction considers that good quality concrete materials, proportioning, craftsmanship, and control tests where appropriate and applicable are provided. This office is to be notified no later than 2 p.m. on the day before any of the foilowing operations begin to schedule appropriate testing and/or inspections. A. Fill placed under any conditions 12 inches or more in depth, to include: 1. Building pads. VINJE ff MIDDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondido, California 92029-1229 • Phone (760) 743-1214 » Fax (760) 739-0343 QEOTECHNICAL INVESTIGATIONS QRADIN(J SUPERVISION PERC TESTING ENVIRONMENTAL INVESTIGATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 Page 10 2. Street improvements, sidewalks, curbs and gutters. 3. Utility trench backfills. 4. Retaining wall backfills. 5. The spreading or placement of soil obtained from any excavation (footing or pool, etc.). B. Inspection and testing of subgrade and basegrade beneath driveways, patios, sidewalks, etc., prior to placement of pavement or concrete. C. Moisture testing. D. Foundation inspections. E. Any operation not included herein which requires our testing, observation, or inspection for certification to the appropriate agencies. VI. LIMITATIONS Our description of grading operations, as well as observations and testing services herein, have been limited to those grading operations listed herein . The conclusions contained herein have been based upon our observations and testing as noted. No representations are made as to the quality or extent of materials not observed and tested. This report should be considered valid for permit purposes for a period of six months and is subject to review by our firm following that time. IF ANY CHANGES ARE MADE, PAD SIZE, BUILDING LOCATION, ELEVATIONS, ETC. - THIS REPORT WILL BECOME INVALID AND FURTHER ENGINEERING AND RECOMMENDATIONS WILL BECOME NECESSARY. If you have any questions or need clarification, please contact this office at your convenience. Reference to our Job #01-152-F will help to expedite our response to your inquiries. VINJE 8 MIDDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondida, California 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEOTECHN1CAL INVESTIGATIONS QRADINQ SUPERVISION PERCTESTINQ ENVIRONMENTAL INVESTIQATIONS Update Report, Commercial Building 2450 Impala Drive, Carlsbad February 19, 2001 Page 11 We appreciate this opportunity to be of service to you. VINJE & MIDDLETON ENGINEERING, INC. Ralph M. Vinje GE#863 Mehdi'Sihariat REG #46174 RMV/MS/mpr Distribution: Addressee mpr\fil!cont\01-152-f .ur1 X / f\\t \ I 1—4-(A^^JHMMz^ Dennis Middleton CEG #980 CEG 980 CERTIFIED ENGINEERING VINJE ^ MIDDLETON ENQINEERINQ, INC. 2450 Vineyard Avenue, #102, Escondido, Cali/brnia 92029-1229 • Phone (760) 743-1214 • Fax (760) 739-0343 QEOTECHNICAL 1NVESTIQATION5 QRADINQ SUPERVISION PERC TESTINQ EfJVIRONMENTAL INVESTltJATlONS RETAINING WALL DRAIN DETAIL Typical - no scale ... drainage »— Waterproofing Perforated drain pipe ' Granular, non-expansive ) backfill. Compacted.;' Filter Material. Crushed rock (wrapped in filter fabric) or Class 2 Permeable Material A' (see specifications below) \Z \ - footing. "- ~?X/VVY-~ ~^;" Competent, approved1 "-"' soils or bedrock CONSTRUCTION SPECIFICATIONS: :ill$l!liiil^Ili^lifflppMiip^^ ''^m^^^^m^^^^^^ 1. Provide granular, non-expansive backfill soil in 1:1 gradient wedge behind wall, Compact backfill to minimum 90% of laboratory standard. 2. Provide back drainage for wall to prevent build-up of hydrostatic pressures. Use drainage openings along base of wail or back drain system as outlined below. 3. Backdrain should consist of 4" diameter PVC pipe (Schedule 40 or equivalent) with perforations down. Drain to suitable outlet at minimum 1%. Provide 3/n - 1VS" crushed gravel filter wrapped in filter fabric (Mirafi 140N or equivalent). Delete filter fabric wrap if Caltrans Class 2 permeable material is used. Compact Class 2 material to minimum 90% of laboratory standard. 4. Seal back of wall with waterproofing in accordance with architect's specifications. 5. Provide positive drainage to disallow ponding of water above wall. Lined drainage ditch to minimum 2% flow away from wall is recommended. * Use 114 cubic foot per foot with granular backfill soil and 4 cubic foot per foot if expansive backfill soil is used. VINJE & MIDDLETON ENGINEERING, INC. PLATE #1 ISOLATION JOINTS AND RE-ENTRANT CORNER REINFORCEMENT Typical - no scale CONTRACTION JOINTS RE-ENTRANT CORNER REINFORCEMENT NO. 4 BARS PLACED 1.5 BELOW TOP OF SLAB RE-ENTRANT CORNER CRACK NOTES: 1. Isolation joints around the columns should be either circular as shown in (a) or diamond shaped as shown in (b), if no isolation joints are used around columns, or if the corners of the isolation joints do not meet the contraction joints, radial cracking as shown in (c)may occur (reference ACI). 2. In order to control cracking at the re-entrant corners (±270° corners), provide reinforcement as shown in (c). 3. Re-entrant corner reinforcement shown herein is provided as a general guideline only and is subject to verification and changes by the project architect and/or structural engineer based upon slab geometry, location, and other engineering and construction factors. VINJE & MIDDLETON ENGINEERING, INC. PLATE #2 07/10/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR01149 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: CALIGURI TED 760603-2120 2450 IMPALA DR CBAD St: A PCR 2090412000 Lot#: 0 $0.00 Construction Type: NEW CB01-186 SENSA Status: ISSUED Applied: 06/29/2001 Entered By: MDP Plan Approved: 07/03/2001 Issued: 07/10/2001 Inspect Area: CREATE TWO OFFICES & CONF. ROOM FRON OPEN OFFICE Owner: WILLAT FAMILY TRUST 07-03-92 ATTN ACCOUNTS PAYABLE 2450 IMPALA DR 4153 07/10/01 0002 01 CARLSBAD CA 92008 CGP 02 109-00 Total Fees:$109.00 Total Payments To Date:$0.00 Balance Due: $109.00 Plan Check Revision Fee Additional Fees $109.00 $0.00 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to thjsjr asto 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.^JLo\ EST. VAL. Plan Ck. Deposit Validated ByDate P Address (include Bldg/Suite #)Business Name (at this address) Legal Description C Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use # of Bathrooms Address City State/Zip Telephone # 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: f~l 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 [$100] 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 ^tfJiftlflM*^ H!i^-^;:'=^:-L^!^5^t<'Sbl:1f:;i••:":•^'!^••^":•:=•':-^•;^• 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 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 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 ':<%$V$$rE$W$$E^^ 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? D YES d 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 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. &ft!J!e$iiSTjU;CTiQ$ './A;^ >.:: /^lii^SSf^i&^vShr^^T^';":^-,!^:..^ v4,;i: •;>%„] -k^- 'i-j:<!;;*Yk ^ •;•:•. , •=' •; : !•*•;> '.,': ':•'•" \ hereby affirm that thera is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. 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 ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced ^ilbin 1 SOjiaysTrJ&n thejate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commeno APPLICANT'S SIGNATU •ction 106.4.4 Uniform Building Code). DATE W YELLOW: Applicant PINK: Finance Carlsbad Fire Department 01149 1635 Faraday Ave. Carjsbad, -CA 92008 Plan Review Requirements Category: Date of Report: Q7/09/2QQ1 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: Ted Caligiuri 2450 Impala Drive City, State: Carlsbad CA 92008 Plan Checker: Job Name: Sensa Ste. A Job#: 01149 Job Address: 2450 Impala Drive Bldg #: PCR01149 Ste. or Bldg. No, A Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. LJ Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. LJ Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. RPU'IPW 1st ?ryi 3rri FDJob# 01149 FDFile# Oth*>r Agpnry in