The URL can be used to link to this page

06-2386 (OFC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 06-00002386 Property Address: 79215 CORPORATE CENTRE DR APN: 649-820-018- - - Application description: NEW COMML - OFFICE/BANK Property Zoning: COMMERCIAL PARK Application valuation: 418681 Applicant: Tihf 4�4�rw Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under plovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business fe on Is , and my License is in full force and effect. License Class:: B -C27 an roNo.: 390365 Date: ` -1 Contractor: OWNE -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: (_) 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve, for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractors) licensed pursuant to the Contractors' State License Law.). 1 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C). Lender's Name: Lender's Address: LQPERIMIT Owner: CODY/MURPHY LLC 41-910 BOARDWALK A-10 PALM DESERT, CA 92211 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/22/06 Contractor: KLEINE BUILDING AND DEV INC 41910 BOARDWALK, SUITE A - PALM DESERT, CA 92211 D (760)776-4840 Lic. No.: 390365 JUN ------------------=----=------E171(QFLAGUIPITA �@6L-------- WORKER'S COMPENSATION DECLA I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1769113-2005 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 he workers' compensation laws of California, and agree that, if I should me s ject to kers' compensation provisions of Section 3700 of the Labor Co s II fo wit o I /ith those provisions. Dat 2_o2�1()0"dpplicant: J 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 ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the'applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I gree to comply with all city and county ordinances and state laws relating to building con uction, and hereby horize representatives of this county to enter upon the above-mentioned property f spe ti , urposes. Dater)$ Signature (Applicant or Agent): Application Number . . . . . 06-00002386 ------ Structure Information SHELL BUILDING ----- Other struct info . . . . . CODE EDITION 2001 / 2004 FIRE SPRINKLERS MIXED-USE OCCUPANCY SHELL PATIO SQ FTG 1551.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 8050.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1756.00 Plan Check Fee 1141.40 Issue Date . . . . Valuation . . . . 418681 Expiration Date 12/19/06 Qty Unit Charge Per Extension BASE FEE 639.50 319.00 ..3.5000 ------------------------------=------------------------------------------- THOU BLDG 100,001-500,000 1116.50 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 207.02 Plan Check Fee 51.76 Issue Date . . . . Valuation 0 Expiration Date 12/19/06 Qty Unit Charge Per Extension - BASE FEE 15.00 9601.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 192.02 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date 12/19/06 Qty Unit Charge Per Extension ------------------------------------------------------ BASE FEE ---------------------= 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee 149.00 Plan Check Fee 37.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/19/.06 Qty Unit Charge Per Extension LQPERMIT (. LQPERMIT Application Number . . . . . 06-00002386 Permit . . . . . . MECHANICAL Qty Unit Charge Per Extension BASE FEE 15.00 6.00 9.0000 EA MECH FURNACE <=100K 54.00 6.00 9.0000 EA MECH B/C <=3HP/100K BTU ,54.00 4.00 6.5000 EA MECH VENT FAN ---------------------------------------------------------------------------- 26.00 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 156:00 Plan Check Fee 39.00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/19/06 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 6.0000 EA PLB FIXTURE 48.00 1.00 15.0000 EA PLB BUILDING SEWER_ 15.00 6.00 6.0000 EA PLB ROOF DRAIN 36.00 4.00 7.5000 EA PLB WATER HEATER/VENT 30.00 1.00 3.0000 EA PLB-WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 ---------------------------------------------------------------------------- Special Notes and Comments 8050 SF. SHELL BUILDING ONLY. TYPE VN 2001 CBC, CMC, CPC & 2004 CEC & 2005 ENERGY CODES. PERMIT DOES NOT INCLUDE CARPORT, TRASH ENCLOSURES OR BLOCK WALLS.SITE LIGHTING TO BE BY SEPARATE PERMIT.2005 DFI FEE ASSESSED ------------------7--------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 114.14 ART IN PUBLIC PLACES -COM 2073.40 DIF CIVIC CENTER = COMM 539.34 ENERGY REVIEW FEE 114.14 DIF FIRE PROTECTION -COMM 160.99 STRONG MOTION (SMI) - COM 87.92 . DIF STREET MAINT FAC -COMM 1046.50 DIF TRANSPORTATION - COMM 26001.49 Fee summary Charged Paid Credited --------------------------- Due ------=----------------------- Permit Fee Total 2283.02 .00 .00 2283.02 Plan Check Total 1269.41 .00 .00 1269.41 Other Fee Total 30137.92 .00 .00 30137.92 Grand Total 33690.35 .00 .00 33690.35 Application Number . . . . . 06-00002386 LQPERMIT �.puilding / L�> - 21 Address OwneC��'I Address 'AI — 9 10 D�I�`�j22�t Twif" 4 4 Cl/ P.O. BOX 1504 APPLICATION ONLY 495 CALLE TAMP'CO NTA, CALIFORNIA 92253 LBUILDING: TYPE CONST. V kf OCC. GRP. (5 V. A.P. Number / 9 — 070— 060 7-�6 —l.540 Legal Description f� / 7'� /��jj 3-51 Project Description `moi% Ci 17764W State Lic. City & Classif.,�j� ILic.# Arch., EYtgr., LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (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 (commencing 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). O 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds ori mproves 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 im- provement 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). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employany person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of 'he Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip n Sq. Ft. No. I Size('Jj Stories New Add ❑ Alter ❑ :5f 2- Estimated Va 4 PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical No. Dw. Repair ❑ Demolition ❑ AMOUNT Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS IG OIL 2005 4.111 T OF ILA LIP ZONE: BY: INA Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Date 6/13/06 No. 28573 Owner Cody -Murphy LLC Address City Zip Tract # Type Commercial CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # Study Area No. of Units ftk�10 o BERMUDA DUNES N V) RANCHO MIRAGE d �. INDIAN WELLS d. PALM DESERT LAQUINTA �3 INDIO Q Q y 649-020-060 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 79215 Corporate Centre Dr 8050 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.42 X 8,050 S.F. or $3,381.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Pacific Western Bank - Neil Kleine By Dr Doris Wilson Superintendent Fee collected Signatu Name on the check cGbrey Check No. 278980 Telephone 776.4840 Funding Commercial Payment Recd $3,381.00 O`s-zr/Und--r .� NOTICE: Pursuant to Government Code Section 66020(dl44-this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting John R. Hawkins Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of: Banning Beaumont Calimesa Canyon Lake Coachella Dessert Hot Springs Indian Wells Indio Lake Elsinore La Quinta Moreno Valley Palm Desert Penis Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto -Avenue • Perris, California 92570 • 909 940-6900 • Fax 094D-691 0 Date 7 City of LaQuinta Building Department The Please call if you should have any clearance for the following Respectfully By -6" & �u Terry DeSoucy Fire Systems Inspector EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-67S Highway 111, 2nd 13., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 Concorde Consulting Group, Inc Construction Management • Project Management • Architecture / Engineering • Development July 11, 2006 To: The Inspector La Quinta, California RE: 79-215 Corp Center - Site Observation 7/11/06 -- Foundations Dear Sir: Based on the site observation of 7/11/06, we confirm that the foundations are ready to be poured. Bottom of foundations shall be cleaned and proper cover blocks placed prior to concrete placement. Please call me if you have questions ►l C Yours truly, �Q��►�rry��'v°�� SITE �SOT�S �RLI� V OVA � . K. M. Kripanarayanan. S. E. • �rgTE OF CP�'Pro r;JA- Concorde Consulting Group, Inc 3505 Camino Del Rio South, #350 San Diego, CA 92108 O V� 3 ,g Tel (619) 516-3377 Fax (619) 516-3388 ��r+� _ (F Nt Q,��•r � �� cam' 12@ ® )0 C'r� • ®Al Ito 3505 Camino Del Rio South, #350, San Diego, CA 92108. Ph: (619) 516-3377 Fax: (619) 516-3388 t INSPECTION SERVICES UNLIMITED Construction Inspections & Building Code Consulting P. O. Box 33326 Riverside, CA 92519 Phone: ,951-681-9101 Fax: 951-681-9203 r PAGE OF REGISTERED INSPECTOR'S REPORT OF: ❑ REINFORCED CONCRETE ❑ STRUCT. STEELASSEMBLY ❑ OTHER ❑ PRE -STRESSED CONCRETE/O HIGH-STRENGTH BOLTING ❑ REINFORCED MASONRY ❑ RE -BAR WELDING ❑ SHOP ® FIELD JOB ADDRESS /� nn Y�! BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME / ' ARCHITECT DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELD -ROD, ETC.) ENGINEER v GENERAL CONTRACTOR ` r+ CONTR. DOING REPORTED WORK INSPECTOR r _ INSP'N. DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE, & IDENT NO'S OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H. T. BOLTS TORQUED) CHECKED; ETC. .y r �1 1!' 1 �r< AZ-) I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, & APPLICABLE BUILDING LAWS. Site Hours: SIGNATURE OF REGISTERED INSPECTOR Site Supervisor Approval — 1 i / './ / ! ; L/-// DATE OF REPORT REGISTER NUMBER A IIV d4m /7*tlo VPD1k7* �-Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park. CA (714) 523-0952 Fax (714) 523.1369 39-725 Garand Ln., Suite G, Palm Desert. CA 92211 (760) 772-3893 Fax (760) 772-3896 August 1, 2005 Kleine Building & Development, Inc. 41-910 Boardwalk, Suite A-10 Palm Desert, California 92211 Attention: Mr. NrLil Kleine Project: Tract 29351—Parcels 6 and 7 La Quinta Corporate Centre La Quinta, California L, Subject: Geotechnical Update Project No. 544-5589 05-08-749 Reference: Geotechnical investigation prepared by Sladden Engineering dated October 1 , 199.9,_ Project No. 544-9170, Report No. 99-10-167. As requested, we have reviewed the referenced Geotechnical Investigation report as it- relates to the design and construction of the proposed new office complex. In addition, we have visited the project site to observe the present conditions. The subject lots are located on Parcels 6 and 7 within the La Quinta Corporate Center development in the City of La Quinta, California. The referenced Geotechnical Investigation report includes recommendations for site grading and the design and construction of the proposed commercial structure foundations. Based upon our review of the referenced report and our recent site observations, it is our opinion that the recommendations included in the referenced Ceotechnical Investigation remain applicable. Footings should extend at least 12 inches beneath lowest adjacent grade for single story structures. Isolated square or rectangular footings at least 2 -feet square may be designed using an allowable bearing value of 2000 pounds per square foot. Continuous footings at least 12 inches wide may be designed u'sift an allowable bearing value of 1800Poands per square foot. Allowable increases of 200 p f for each additional 1 -foot of width and 200 sof for each additional 6.inches of depth may be utilized for larger footings, The maximum allowable bearing pressure should be 3000 psf. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by V3_to-resist wind, seismic or other transient loading. l d - l Z8!OZZZ089 'ONA l :.l l '1S/b l: l l 9002 6 1 HV (1 a3) 183S30 Wlbd N300V1S W08J August 1, 2005 -2- Project No. 544-5589 05-08-749 The recommendations made in the preceding paragraph are based on the assumption that all footings will be supported by properly compacted soils. Prior to the placement of the reinforcing steel and concrete, we recommend that the footing excavations be inspected in order to verify that they extend into the firm compacted soils and are free of loose and disturbed materials. Settlements may result from the anticipated foundation loads. These estimated ultimate settlements are calculated to be a maximum of t inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed. -as one-half of the total settlement. These elastic settlements are expected to occur during construction. Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations andpassive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete rhay lie used for dead load forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used along the sides of footings, which are poured against properly compacted native or approved import sails. Passive earth pressure should be ignored within the upper 1,foot except where confined (such as beneath a flog slab). Retaining walls may be required to accomplish the proposed construction. Cant.dever.rftaining walls may be designed using "active" pressures. Active pressures may be estimated u9ing an equivalent fluid weight of 35 pcf for native backfill soils with level free -draining backfill conditions. For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. Walls should be provided with adequate drainage. . The remedial grading recommendations included in the referenced report remain applicable. The remedial grading should include recompaction of the foundation bearing soils within the proposed building areas, The building pad areas should be cleared of any surface vegetation and root systems prior to grading. Building areas should be overexcavated to a depth of at least 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. The exposed surface should be compacted to a minimum of 90 percent relative compaction. The previously removed soils and any fill material may then be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Compaction should be verified by testing. It should be noted that the site is located within a seismically active area of Southern California and it is likely that the proposed structures will experience strong ground shaking as a result of an earthquake event along one of the faults in the region during the expected life of the development. As a minimum, structures should be designed based upon Seismic Zone 4 design criteria included in the Uniform Building Code (UBC). Thome potential for liquefaction or other geologiclseismic hazards occurring at the site is considered to benegligible. Sadden Engineering 3 a SooZ 61 soy c i M AMO w3Vd N340V1s W08J August ], 2005 -3- Project No. 544-5589 05-08-749 We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced report please contact the undersigned. Resoectfuliv submitted. 5 B P S Copies: 4/Kleine Building & Development, Inc. £ d I HOLZ089 'ONA I: I I '1S/a I: I I SOOZ 6 1 OPV 0 bA) Sladden Engineerinm 183S30 W1Vd N30OVlS W08J s: , '__8 August 1, 2005 -4- 1997 UNIFORM BUILDING CODE INFORMATION Project No. 544-5589 05-08-749 The international Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 8.5 km A San Jacinto 32 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff or dense soil. The site is located within UHC Seismic 'Lone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. b d 1 Z80LLZ089 '0N/b l: l l '1S/b 1: 1 1 SON 61 JM (18J) Sladden Engineering MUG Wldd N300d1S W08J Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, N. Factor, N, C� San Andreas 1.1 MI 0.44 Nn 0.64 Nv San Jacinto 1.0 -3 1.0 0.44 Na 0.64 N, b d 1 Z80LLZ089 '0N/b l: l l '1S/b 1: 1 1 SON 61 JM (18J) Sladden Engineering MUG Wldd N300d1S W08J