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0303-156 (OFC)r1 - -. Y LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions.of L'hapter 9 (commencing with Section 7000) of Division 3 of the Business and' Professionals Code, and my License is in full force and effect. License # Lic. Class i Exp. Date s7;?+ tSf 411 ,b3 Signature of OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). (;) I am exempt under Section , B&P.C. for this reason Date Signature of Owner 6N� Fs WORKER'S COMPENSATION DECLARATION 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 & policy no: are: Carrier Ei`�.�i°"s F�f� N Policy No. [I�iS��7C31�?f� (This section need hot be completed if the permit valuation is for $100.00 or less). () 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, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor' Code; I shall forthwith comply with those provisions. f D'atey" �: , -�: ✓ • Applicant':J�: Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his ; 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 agree to comply with all City, and State laws relating to the building Construction, and hereby authorize representatives,of this City to enter upon' /the above-mentioned property for inspection purposes. - iy Signature (Owner/Agent��� �'�" .-�L�^"%'�? ':' Dat _? - 0-,% BUILDING PERMIT PERMIT#r _ DATE,/ '' VALUATION uw+.:l4a. �f1 :LOT �+-6 TRACTJOB SITE ADDRESS 70-400 MCa.tr'WAY III APN OWNER CONTRACTOR/DESIGNER/EN (NEER 3C NE.;� 1:1P2410 LAGAta U DIM, C,'014Sfr X -TC liC' N 1 Zi U 14• 1 ?-TEAUC`N �#`'Lt AW441EM CA 92.:41 • fi9�b}3�.�tiSRE� `��� USE OF PERMIT GOMWERMAL F.f:�Yh;2C,Ca.IF' ,f4„S�1eL�•�i', K':•rl. �� 4�Ot"�i) �:!'" °S'' iG;'iv t f ?•'.t�Nlt; Y; 'Y"� .F'� �/•ni..�t",:NiS'T�.. 811WIPtMICRYJ, <fOMTHAPPY,> " PORCi IPATiJ 3PA/C Si�R'.iTrd'5:1.`�:�. 4s�3tu1.0i4 Su -- COMMMMAILP 4,M 0.00 Iff CL't7dT.liACT.A_K3f,£fiT S4Q,t106.0E3 i_' F y301r 7r COINVTRt Cv[7r 1 367,13CM roNgn, UCT:ION YUZ 101-000n41E-000 SI'ms"i i..l N CRM -1k, ME, 101, 000-•4y9=338 p,v s na:dFu-'rill i01 ��i'�r`43• 1.3o133 •SSA 11 MEC H,AfftN��l��4.AA",FS�e<p7Pl if}u�l `�t��glp�.p50q �0013`•�:21r-O'yl00 iFi.e�,•416..YY 1�PL'li - Y y.i "l.�ei��l�'N•�f^:I�l'VZ /:9.WN •• !f LA91111171Mto Z 7 00 00 S'i12#3 m P ola ;"Fa - Comm t X30 (?4;•L1-VP00.0 Mo - Oid�i.],��3�5J �+�� .'s,�s1 ••�;3i.)-d"�:s�4i.i�;" - - �23.� - ,a R r 1-4 PUB13C PLACM"000. $vuZS.65 y -ry AdL aPat, .o.c., S.p191B-TOTAL j 5 .4 1,261 .8 1,5 $141,261.81,5 l lr351 Psi .T.Am reVIEq �': `t+ r YFFIN D� JIM . pp�y 3 0 200 QUrr�6TA Of: CIVp,NCE RECEIPT.. DATE BY`F M DATE FI ALE INS iOR d /3 D3 INSPECTION RECORD OPERATIO';�, F �ATf ', INSPEdTOR I OPERATION -'-bXTE INSPECTOR BUILDING APPROVALS 4- MECHANICAL APPROVALS Set Backs UndergrqurjdDuqts' Forms 9 Footings It 6 1A:9 Ducts' Slab Grade .,Return Air Steel Combustion Air Roof Deck 7 3 d3 Exhaust Fans O.K to Wrap f.A.W Framing T. Co "r Insulation izy U, Vents' Fireplace P.L. Grills" Fireplace T.O. Fans &'Controls Party Wall Insulation ,,,..,Condensate Lind& Party Wall Firewall Exterior Lath iia— I i, : !I-Y— Drywall - Int. Lath 67 Final FinalOV"POOLS BLOCKWALL-APPROVACS -SPAS Steel, Set Backs Electrio8ond-, Footings Main Drain Bond- Beam Approval to Cover Equipment Location Underground Electric UnOergroundP[bg. Tgtt­)t,, Final das•Pipinq PLUMBING APPROVALS • -Gas EldeftUtt Final Waste Lines Heater, .nal VJ Water Piping 1 Plumbing Final Plumbing Top Out 2377 ji-3 EqUipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping j1&.&X%A22L4 04 Gas Test AW & 3 Appliances V� T51U-4L'jC4DyU Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring 03 Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Z7 Final Utility Notice (Perm) COMMENTS: IIlfl,;x 1 %f D -123-13 e BuildingV -o c) Address V - I V 'o T -,&t 4 4 " P.O. BOX 1504 APPLICATION ONLY Y /I 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 wnUONtC5 4,094VE7 r- ling600 A ress Crty ZipTel. �1� 4p Contractor - Address CpNsrl�L167_ 0A1 p/id8a7 I lel.7�// 6 - state LIC. t,ny & Classif. 3%a �9 Lic. # Designer n --4e sgr i, (7/0 /QONN/,6 6/V% Add?(O757-Al 4_�ie 0 -Sr. Tel WO State PW/ �6l o uC. #Cla8 S�57 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.S,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 rile 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). lJ 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, Buisness 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.) I 1 I, as owner of the property, am exclusively contracting with licensed contractors to con• stud the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law doesnot 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.) i7 I am exempt under Sec. B. 8 P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to sell -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company n Copy is filed with the city. ❑ 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 employ any person in any manner so as to become subject to the 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 the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby 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 I 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 ateMailing Address City, State, Zip BUILDING: TYPE'CONST. V'y OCC. GRP. A.P. Number eo7 '40 - 09S �— legal Description Ter 2 9 73� Project Description /X J17 Sq. Ft. �0 No. / No. Dw. ,(i/ Size Stories Units � r New)' Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading 1)n:113 Driveway Enc.1 I e"I Alk 1 Infrastructure ' GI)Toe Lr+v.c� =d! nAenlr A.-4'W�ry } TOTAL �b REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line IVIA 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 = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION CERTIFICATE OF COMPLIANCE vFIgbsc Desert Sands Unified School District 47950 Dune Palms Road � o BERMUDA DUNES r r Date, 5/30/03 La Quinta, CA 92253 RANCHO MIRAGE t=J INOIAN V No. 24484 (760) 771-8515 �J ESERT , PALM DESERT y LA DIO Owner Jones Lang Lasalle APN # 604050045 Address Jurisdiction La Quinta City Zip Permit # 0303-156 Tract # 29736 Study Area Type Commercial No. of Units Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78-400 Highway 111 4000 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 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.34 X 4,000 S.F. or $1,360.00 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 c/c Bank of America - Mark Thompson Check No. 2015174804 Name on the check Telephone Funding Commercial By 'Dr. Doris Wilson Superintendent Fee collected /exem ted by Patricia Barbuzza ($1360.00) Payment Recd Over/Under Signature ' NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or 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 Date 5/7/03 No. 24403 Owner Jones Lang LaSalle Address City Zip Tract # Type Commercial Lot # No. Street Unit 1 78400 Hwy 1.11 Unit 2 Unit 3 Unit 4 Unit 5 Comments CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 S.F. 4000 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 APN # Jurisdiction Permit # Study Area No. of Units Lot # No. W%kc' Q BERMUDA DUNES r rn RANCHO MIRAGE INDIAN WELLS PALM DESERT ,y LA QUINTA �.JO INDIO `^ Y 0 YJ 604-050-045 La Quinta 1 Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. 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 $0.34 X 4,000 S.F. or $1,360.00 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/Orange Cty Business Bank - Ronnie Dimla Check No. 000242 Name on the check Telephone Funding Commercial By Dr. Doris Wilson Superintendent Fee collected /exempted by Sharon McGilvrey $1,360.00 Payment Recd Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or 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 Districtfs) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated w Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting i. Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning 4 - Beaumont 4. Calimesa 10 Canyon Lake Coachella C• Desert Hot Springs 4. Indian Wells .;. Indio .;. Lake Elsinore 4. La Quinta 4. Moreno Valley 6 Palm Desert Perris 4. Rancho Mirage 4 - San Jacinto 4 - Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley District S RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue . Perris, California 92570 . Fax 691 17, 2003 __.._.Er Re: Non -Structural Building Plan Review LAQ-03-BP-020 / Bank Of America — La Quinta 78 -baa Il/ Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) Fire Department approval is based upon the 2001 CBC requirements for Group B occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 2) Install a complete fire sprinkler system per 1999 NFPA 13. The post indicator valve and fire department connection shall be located to the front within 25" to 50' of a hydrant, and a minimum of 25' from the building. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. 3) Install a sprinkler monitoring system as required by the 2001 CBC, Sec. 904.3.1 and designed in accordance with 1999 NFPA 72. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. 4) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If . the building/facility is protected with a fire alarm or burglar alarm system, the lock box will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Box. This form must be authorized and signed by this office for the correctly coded system to be purchased. 5) Install portable fire extinguishers in accordance with Title 19. Contact certified extinguisher company for proper placement of equipment. 6) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. All addressing must be legible and of a contrasting color with the background. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, FRANK KAWASAKI Chief Fire Department Planner Walter Brandes Fire Safety Specialist c:YLa Quinta`Ci[y^B.uilding_Dept Kw� on u, 0*ft%Pa aEcrsiSp vcauam-eooxo.eoo EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd R., Indio, CA 92201 • (760) 8638886 • Fax (760) 863-7072 MM T,vf 4 4 Q" Building & Safety Department Public Works Release to Issue Building Permit To: John Freeland, Senior Engineer Date to PWD: S-6103 From: Greg Butler, Building & Safety Manager Permit #: o3o3-/S,6 A release from Public Works Department is required prior to building permit issuance for the following project: Description: I��^�K ©M��IG� - ����,✓T f�AP��i Address or general location: 7 5- q OQ ft 11 APN and/or legal description: 60 � - O_S-0 _ q S Applicant contact and telephone number: %ZoNNl F - Please Please do not return this form to Building & Safety Department until released for building permit issuance. For issues delaying or preventing release, please,, contact applicant directly at the number above. a. Note: Action required (reply to Building Department or contact Applicant) within five (5) working days from date received by Public Works Department. To: Greg Butler, Building & Safety Manager From: John Freeland, Senior Engineer The Public Works Department has reviewed the above project and finds that: 441L ... issuance of this Building Permit does not require Public Works Department approval. issuance of this Building Permit is approved by the Public Works Department. John Freelan¢!'Senior Engineer ., i Date a i)I Y C' OF T1 To: Greg Butler, Building & Safety Manager From: Oscar Orci, Planning Manager To CDD: 5-15-2003 Due date: 5-22-2003 Status:2ND review Building Plans Approval (This is an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: BANK OF AMERICA Address or general location: 78-400 HWY 111 (POINT HAPPY) Applicant Contact: RONNIE DIMLER The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Depa approval. .these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. . erQDate riig�C� / e rod G(to 4L Daily Inspection Log Daniel P. Crawford Jr. Permit #0303-156 Building Inspector II Bank of America Date Inspection 78-400 Highway 111 6/23/03 Ground Waste/Sewer — underground waste observed and approved. Sewer lateral observed and pending required clean out for signature. 6/24/03 Sewer — required sewer clean out constructed and observed. Sewer connection complete. Footings — (18) template footing's observed F-1 through F-5 Electrical — concrete encased electrode observed with under ground electrical conduit. 6/30/03 Foundation inspection observed. Corrections are pending approval to pour. Structural observation per plan requirements pending approval to pour. 7/1/03 Foundation inspection observed. Ok to pour footings & slab. Structural observation performed with field documents received for compliance pendingwet signed engineered letter. 7/17/03 Partial inspection at interior shear walls at vault, at lines B & 6. Partial roof drain test observed where constructed behind vault. 7/28/03 Partial exterior shear observed at architectural soffit areas. Ok to proceed with architectural details. 7/31/03 Partial roof nail observed at mechanical platform and cricket areas. Ok to proceed with cricket and platform construction. 8/1/03 Site garden block wall footing (city standard) for 6' CMU wall atdrive through was observed and approved for concrete. (1871f) Under ground electrical conduit observed at drive thru. Daily Inspection Log Permit #0303-156 Daniel P. Crawford Jr. Building Inspector II Bank of America 78-400 Highway 111 Date Inspection 6/23/03 Ground Waste/Sewer — underground waste observed and approved. Sewer lateral observed and pending required clean out for signature. 6/24/03 Sewer — required sewer clean out constructed and observed. Sewer connection complete. Footings — (18) template footing's observed F-1 through F-5 Electrical — concrete encased electrode observed with under ground electrical conduit. 6/30/03 Foundation inspection observed. Corrections are pending approval to pour. Structural observation per plan requirements pending approval to pour. 7/1/03 Foundation inspection observed. Ok to pour footings & slab. Structural observation performed with field documents received for compliance pending wet signed engineered letter. 7/17/03 Partial inspection at interior shear walls at vault, at lines B & 6. Partial roof drain test observed where constructed behind vault. 7/28/03 Partial exterior shear observed at architectural soffit areas. Ok to proceed with architectural details. 7/31/03 Partial roof nail observed at mechanical platform and cricket areas. Ok to proceed with cricket and platform construction. 8/1/03 Site garden block wall footing (city standard) for 6' CMU wall at drive through was observed and approved for concrete. (1871f) Under ground electrical conduit observed at drive thru. 8/7/03 Roof drains & deck nail observed by contract inspector Bill Gordon. Interior mechanical, electrical & plumbing observed & framing by contract inspector Bill Gordon: 8/14/03 Ok to wrap & wall insulation observed by contract inspector Bill Gordon. 8/22/03 Drywall nail and exterior lath observed by contract inspector Bill Gordon. 8/25/03 Electrical observed for temporary use of permanent power. IID called, meter released. Electrical final inspection pending. 8/26/03 Bond beam observed at site perimeter wall, ok to grout. 9/8/03 Underground gas line and test observed at exterior, ok. (interior gas line test not observed, pending) 9/11/03 T -Bar inspection observed. Gas test observed (interior). 9/17/03 Light standard footing inspection observed, ok to pour concrete. 10/9/03 Temporary Certificate of Occupancy issued for B of A. Accessible landing/ramp to be completed for final signature. 10/10/03 Project Final inspection observed, Certificate of Occupancy issued. TM BUILDING DEPARTMENT r CITY OF LA OUINTA r OFFICE: (760) 777-7012 INSPECTION REQUESTS: (760) 777-7153 TO: DATE: 0.3 ADDRESS: CORRECTION NOTICE INSPECTION: �,�/, PERMIT NO.: b -/v L9111- rU IS '477u L,41OS, i,�G��D`�lb - ��/ c-.�i�v �� atiFIJ 5C,2c6W T! FG rrr. t I i\ BUILDING DEPARTMENT CITY OF LA QUINTA 3 OFFICE: (760) 777-7012 INSPECTION REQUESTS:: (760) 777-7153 TO: DATE: *mY/L ADDRESS: / g �ldd *y /, ( CORRECTION NOTICE INSPECTION:PERMIT NO.: /3itilj/,rrG <,�, Inspector 51 Daily Inspection Log Daniel P. Crawford Jr. Permit #0303-156 Building Inspector II Bank of America 78-4.00 Highway 111 Date Inspection 6/23/03 Ground Waste/Sewer — underground waste observed and approved. Sewer lateral observed and pending required clean out for signature. 6/24/03 Sewer — required sewer clean out constructed and observed. Sewer connection complete. Footings — (18) template footing's observed F-1 through F-5 Electrical — concrete encased electrode observed with under ground electrical conduit. 6/30/03 Foundation inspection observed. Corrections are pending approval to pour. Structural observation per plan requirements pending approval to pour. 7/1/03 Foundation inspection observed. Ok to pour footings & slab. Structural observation performed with field documents received for compliance pending wet signed engineered. letter. 7/17/03 Partial inspection at interior shear walls at vault, at lines B & 6. Partial roof drain test observed where constructed behind vault. 7/28/03 Partial exterior shear observed at architectural soffit areas. Ok to proceed with architectural details. 7/31/03 Partial roof nail observed at mechanical platform and cricket areas. Ok to proceed with cricket and platform construction. 8/1/03 Site garden block wall footing (city standard) for 6' CMU wall at drive through was observed and approved for concrete. (1871f) Under ground electrical conduit observed at drive thru. 8/7/03 Roof drains.& deck nail observed by contract inspector Bill Gordon. Interior mechanical, electrical & plumbing observed & framing by contract inspector Bill Gordon. 8/14/03 Ok to wrap & wall insulation observed by contract inspector Bill Gordon. 8/22/03 Drywall nail and exterior lath observed by contract inspector Bill Gordon. 8/25/03 Electrical observed for temporary use of permanent power. IID called, meter released. Electrical final inspection pending. 8/26/03 Bond beam observed at site perimeter wall, ok to grout. 9/8/03 Underground gas line and test observed at exterior, ok. (interior gas line test not observed, pending) 9/11/03 T -Bar inspection observed. Gas test observed (interior). 9/17/03 Light standard footing inspection observed, ok to pour concrete. OCT- 1-03 WED, 3;11 PM RIV, CO, FIRE P&E INDIO FAX H. 1 760 863 7072 P. 2 RIVERSIDE COUNTY FAZE DEPARTMENT In cooperation w ith the (:alifornia Department of Forestry and Dire Protection San Jacinto Avenue • Parris, California 9 p. ( . ax 90 4 Tom TlsdBto Fire Chief Proudly se'I'Ving the Unincorporated Areas of Riverside County Rad the Citit of: Baruting Beaumont r, �C•811n1CSti ' a Unyon Lake 0 Coachella Dcscrt ) lot SI)rings �G btdian V�'ells Indio a Lake Elsinore La Quinta a Moreno Valley a Palttt Desert Perris , r. Rancho Mirage r� San Jacinto �s Temecula BoW ofSupervisors Bob 13 U szor. Uistrict i Sohn Tnvaglirnte. Disuict 2 Jim Vanahic, District 3 Roy Wilson, District 4 Marion AFhlc}, Dkirict 5 October 01, 2003 City of La Quinta Building Department Re: Fire and Life Safety Clearance Bank of America The Riverside County Fire Department is grantinfi occupancy fire and fife safety clearance for the following project located at 78400 HWY 1' 1, La Quinta. ------------------------ FRANK KAWASAKI Chief Fire Department Planner By Terry De cy Fire Systems Inspectors 0 EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE `8z-675 Highway 111, 2n° FL, Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 i-0? WED - 3 pd 7.1V. CO, FIR"F FSE i'D10 Tom Tisdale fire Chief Proudly Staving the Unincorporated Areas of khwside U)Unty and the Cities of: Banning 44. Ileauniont Celitn�ca 0 Canyun 1 ak,; O ,.Coach;,lie pesen ) lot Springs Vidian Wells 4 Indio Lake J lsinorc o La Quinta . a Morcmu Valley Palin Lkscn a Perris 8 Rancho Mage Sart Jacinto U "femecula Board of Supervisors sob (iustov, Digriet 1 John Tava81jrn1e, District 2 Jim Venable. District :1 Roy W iV411 I hlrici i Marion AKhlty, Dku-icl 5 FAX N0. 1 7"3`0 8 6 J 707? I RIVERSIDE COUNTY TIRE DEPARTMENT In Cooperation with the Co i/ornia Deparlvrent of.Forestry and Rire Protection 7T8,wa W9A'Ta-0y1t0venue • erns, a i ornia . (9W) 9413-6900 a FaXTUOYM691 October 01, 2003 City of Le Quinta - Building Department Re: Fire and Life Safety Clearance Bank of America The Riverside County Fire Department is granting occupancy fire and life safety clearance for the following project located at 75400 HWY 111, La Quints. FRANK KAWASAKI Chief Fire Department Planner By Terry De cy Fire Systems Inspectors EMERGENCY SERVICES C1'vIS1oli • PLANNING S£C1710N • 1010 OFF[CE 82-675 H!ghrvay 111, :"'d H., Indio, CA 92201 • (760) 863-M6 o Fax (760) 863-7072 , 03 CO r� r - r` m r1� r- 1- o.� f` I.0 19 tr i LF) m 1-0 11 0 0 t--- rn w t MWFBI IST. TRASH J Z W Z LOSURE - U) I r r ` N%0 ` 1 0 rEYJST. ,UDUTY PAD 1 2 I r J V- , •( � i I I I 'i i ¢ I � � Hi I { I I { 11 STD. I 1 1 i—�4 1N E AEDESTRIIP,M � ,J 4 aleCONCRE1[-7 � WALKWALY i3� 12 i LSAW �1. y O 6-0�OAAX. 2 2 ® BANK OF AMERICA O t o rn M 0 WA -LLS'SO HtEEG'I� 15 CINI. Ff1R-O Lu Z Q La u WV �LA�IDSCAPE.- [� SEE L� Ll -r LANDSCAPE r 50 r Q O -' m BUILDING SETBACK ¢ � �Z F ------�- ----�_�`�- PROPERTY UNE Li- C7 n 0 ...v 0<0 Q Lot _I LLJ iv ' wt r S /I OCT 09 2003. 7:08 AM FR GENSLER 949 553 '676 TO 17607777011 P.01i01 ** TOTAL PAGE.01 W* r DATE: 14-May-2003 + JOB Beak Of STRUCTURAL TECHNOLOGY SHEET t America 651 Arroyo Driue 1 + San Diego, CA 92103-6401 BY: TO No. 0006-118.1 (619) 296-2096 ................................................................................ of 2 CLIENT: Red Hawk Industries " CODE: 1997 UBC/2001 CDC LOCATION: La Quinta, CA Y Highway 111 1 WALLS (Outside dims) 1 Wall Thickness - 5.0 in 60.4 psf 1 Top Thickness - 5.0 in 60.4 psf 1 Clear ht - 9.0 ft -/- +------------------+ - D - 10.8 ft L - 21.5 ft 1 1(3) (2) 1 D Ml DOOR Width - 4.1 ft Height - 7:1 ft -/- +------------------+ --> X Weight - 3800 lbs in wall I 1 8.0 /--------L---------/ Dist from axis to CL door - 7.7 ft. Design max superimposed load - 40 psf CONCRETE PLANK Thickness 5.00 inches Bar size # 4 } d to bars 3.50 inches Bar spacing 5.0 f'c 18000 psi As 0.480 Fy 60000 psi Steel % - 0.0114 Span 10.41 ft Insert spacing - 30.00 in Min 14 Ga ASTM A36 steel inserts to omega - 0.0114 * 60000 / 10000 - 0.0686-um- Ku - '.9 * 18000 * 0.0686 * (1 - 0.59 * 0.0686) 592 F - 12*3.5 02/12000 - 0.012 - - Mu - Ku*F - 592*0.012 7.254 ft-ku/ft - Wul" 2/8 Wu - 535 psfu i W dl - 60 psf - 85 Wu 11 - 451 psfu 265 Plank can support 265 psf superimposed load ,-J"•:;,=�' Design superimposed load - 40 ' - - Deflection Mcr - 7.5*(10000psi)^.5*(12in*(5.00in)"3 /12) /2.50in �� } - 3125 ft-1D ; Ma - 100psf * 0 0.41ft)y/B - 819 (Mcr/Ma)? - 56 [(Pn)"2+2pn]".5-pn - 0.286 Icr - [0.286-3/3 + 0.0114*5.0(1-2*0.286+0.2862)]*12*5.0"3 - - 55.7 in"4 Ie - 125 in"4 Defl - 0.035 in r 11 DATE: 14 -May -2003 J38_Br.ok Of STRUCTURAL TECHNOLOGY SHEET America 651 Arroyo Drive 2 San Diego. CA 92103-6401 BY: TD =====N=.=0006-118.1 0O........ ____________________ _...... ____ 619)x296-2096 ______ .OeQOQvof.. ____ LATERAL ANALYSIS (SIMPLIFIED BASE SHEAR) (PER UBC 1630.2.3) Ca = 0.57 R = 4.50 3Ca/R m 0.381 U m 3Ca/R W = .381W = 12776 lbs OTM a 114983 ft -lbs MASS X Y MASS MASS (lbs) (ft) (ft) X +► Y ROOF AREA 01 13956 10.67 5.42 148846 75574 R*dx RIGIDITY dx dy or DOOR WT ADDITIONAL 2060 7.66 0.21 15777 429 Rx Ry R*X R*Y X-Xcr Y-Ycr R*dy R*d^2 WALLS WALL 1 5799 10.67 0.21 61847 1208 2.87 0.60 7.19 20.60 148 WALL 2 5799 10.67 10.62 61847 61596 6.38 67.81 3.23 20.60 66 WALL 3 2944 0.21 5.42 613 15944 2.09 0.44 10.46 21.84 228 WALL 4 2944 21.12 5.42 62191 15944 2.09 44.11 10.46 21.84 228 --------- Total Mas 33503 ------------------ 351122 170696 ----------------------------------- 4.18 9.25 44.54 68.41 ------ 671 Location of C.G.:' Xcm v 10.48 ft 19444 Ycm = 5.89 ft Xcr - 10.67 ft 32 Ycr = 7.40 ft Fu =. Corner R+U Force Force Force F = Trib Max Weld ----- from from from Fu + OTM Unit roof Pier Net Spacing sum(R) min. Mt Mt(x) Mt(y) Ftor F*ht Shear width Mr T or C 4.0" weld (0) (0) (0) (0) (0). ('-0) (0/') C) C-#) (0) C o/c) WALL 1 3958 418 902 72 4860 43742 418 5.42 58898 0 MORE WALL 2 8818 418 0 72 9236 83122 433 5.42 198118 0 MORE WALL 3 6388 443 956 77 6831 61481 631 2.00 38974 2078 2.50 WALL 4 6388. 443 956 77 6831 61481 631 2.00 38974 2078 2.50 . Weld based on 1/8" leg & E70XX electrodes Torsional Moment (Mtor) min = 13625 Assuming 4.0" welds, calculated spacing = _ Torsional Moment X direction = 29391 ft -lbs 14400 psi*1/8*0.7071 in* 4.00 in / 631plf= 8.07 ft Torsional Moment Y direction - 2360 ft -lbs use 2.50 ft o/c max spacing, welds stressed 91 Torsional Moment (Mtor) max = 29391 ft -lbs continous field inspection is not required. Seismic Stresses Between Uault and Door frame Ca = 0.57 Ip = 1.0 4CaIpWp= 2.29 * 3800 lbs = 8694 lbs Assuming the door is open during a seismic euent M3800 lbs * 4.08/2 ft 7752 ft -lbs Bending stress = 7752 ft -lbs / ((7.06 ft - 1 ft)"2/6) = 1267 lbs/ft Direct stress = 8694 lbs / (7.06 ft - 1ft) = 1435 lbs/ft Reaction at top of vault = 7752.0 ft-lbs/7.1 ft + 8694 lbs/2 5445 lbs = 2723 plf 11 04 AT 5° O.G. EA. WAY, MIN. d . WELD E 1/8 4-30 1/8°xl° STEEL STRIP, TYP. IF GAP > I/4° TYPICAL PANEL JOINT 1 CEILING TO CEILING WALL TO WALL 21'-6' 0 36 ANCHORS, MIN. 0 BASE PLAN WELD PLATE, GOVT. a 3/8°x6° STEEL BASE PL. e 1/8 1/4-30 L 2x2x1/8 CONT.' I — -/t ALT. WELD PL TO PL 04 AT5°O.C. EA. WAY MIN. TYPICAL BASE CONNECTION 2 CEILING TO WALL 5° WALL PANEL TYP. 5° CONCRETE PLANKS CEILING HT= V-00 7 I I I I I I I I I I TOP PLAN LI/114 *'AT EACH EMBED E °0 NILTI KWIK BOLT II LDED TO PLATE. SPACED aSHOWN ON BASE PLAN. e . GE DIST. E SPACINCs NOT S THAN 5°. a e n a e. as a. NEW SLAB 4 REINF. BY OTHERS TYPICAL BASE CONNECTION 3 1/8 a. e e c c ANCHOR SECT 4 RED HANK I. CONCRETE ►'c - WOW Psi FOR PLANKS. STRENGTH TO BE VERIFIED AT PRECAST PLANT. 2. CONCRETE F'e - 2500 PSI FOR SLAB ON GRADE. 3. RENFORCNG ASTM A615, GR 60. 4. ROLLED STEEL ASTM A36- 5. ANCHORS TO BE INSTALLED AFTER CONCRETE HAS ATTANED STRENGTH 6. SEISMIC ZONE 4 1. PROVIDE PERIODIC SPECIAL INSPECTION FOR FIELD WELDING PER UBC SECTION 11019. S. ALL WELDMG SHALL BE PERFORMED BY CERTIFIED WELDERS. WELDS USING E10 ELECTRODES OR WIRES AND AWS APPROVED SYSTEMS AND PROCEDURES ARE ACCEPTABLE. 9 ANCHOR SPECIFICATIONS: NILTI KWIK BOLT II EXPANSION ANCHOR PER ICBO04621. 10. SPECIAL INSPECTION NOT REQUIRED FOR ANCHORS. 11. NO LOADS TO BE PLACED ON TOP OF VAULT WITHOUT REVIEW BY ENGINEER 4 OWNER STRUCTURAL TECHNOLOGY CONSULTANTS INCORPORATED 651 ARROYO DRIVE SAN DIEGO, CA 92103 619 296.2096 BANK OF AMERICA HIGHWAY III LA QUINTA, CA DATE: 5-14-03 V006-118.11 DWG NO -1 10 21 2'- 5' FCE-1 I FC2.6-1 I FC2.6-1 I FC2.6-1 FC2 + t+• •++ t 0 S H W S 2 W 0 2 Z J W O U 0 FRONT ELEVATION 2- CONDUIT (4 PLACES) 03/4- CONDUIT (2 PLACES) ,,-01 1/4• CONDUIT (2 PLACES) 14 di DETAIL OF CONDUITS FOR HEADER PANEL (DH -1) • I 21'-6' PLAN 0 SECTION I I I I I I I I I I I 3'-11 I 4-5' I 4' I I 10'-10' I I I I I I ' 110'-10' 2' 1A 1I I i At 7 --F..+..___.. _ I _.T I I ' I I I I �I IILI 5'-4 I- TOP SIDE I 1-5• I I-1'-9'� I 4 5' -r 5'-I I- t' I SECTION 'A -A' I I DETAILS OF FC2.6V-1 _ I fl Am REVISION 1 4/28/03 ADDED VENT PAW.... REVISION 2 4/29/03 CHANCED WIDTH... NOTES: i 1. Recommended for proper installation, allow 12' of clearance around perimeter vault, 2. Allowance for growth of approximately 1' per 15'-0' of ,vault should be considered. 3. Vault doorimust be grouted in place after installation by general contractor. 4. For a 6 -Sided application 3/8' plywood underlayment is recommended. (Material & labor by general contractor) 11'-5' rl 7' 10'-10' 5' NUMBER REQUIRED O.A.LENGTH (HEIGHT) REMARKS 1 W1.6-1 2 9'-0' / 2 W1.8-15 1 9'-0' SPECIAL 3 W2.2 -1S 1 9'-0' 1- 2 W u S Z 4 ' W2.0-1 1 / Q Z o d O 5 9' 17 9'-0' N 0 O o i' 10' 4 / 7 LDJ-1 1 7'-0 3/4' 0 SECTION I I I I I I I I I I I 3'-11 I 4-5' I 4' I I 10'-10' I I I I I I ' 110'-10' 2' 1A 1I I i At 7 --F..+..___.. _ I _.T I I ' I I I I �I IILI 5'-4 I- TOP SIDE I 1-5• I I-1'-9'� I 4 5' -r 5'-I I- t' I SECTION 'A -A' I I DETAILS OF FC2.6V-1 _ I fl Am REVISION 1 4/28/03 ADDED VENT PAW.... REVISION 2 4/29/03 CHANCED WIDTH... NOTES: i 1. Recommended for proper installation, allow 12' of clearance around perimeter vault, 2. Allowance for growth of approximately 1' per 15'-0' of ,vault should be considered. 3. Vault doorimust be grouted in place after installation by general contractor. 4. For a 6 -Sided application 3/8' plywood underlayment is recommended. (Material & labor by general contractor) I IUTAL .= 38 1 CLASS : 1 NUMBER OF SIDES : 5 VAULTD❑❑R SWING I LEFT SWING ESTIMATED WEIGHT OF PANELS : 54,320 lbs DRAWN BY Todd LeFevers BANK of AMERICA La QUINTA DENOVA DEALER : HAMIL TON SAFE OF CA D A T E : 3/10/03 ORDER NUMBER : 344 DRAWING NUMBER : 90009-HW1 REV -1 SHEET NUMBER loft HAMILTON SAFE PANEL SCHEDULE ITEM PANEL NUMBER REQUIRED O.A.LENGTH (HEIGHT) REMARKS 1 W1.6-1 2 9'-0' 2 W1.8-15 1 9'-0' SPECIAL 3 W2.2 -1S 1 9'-0' SPECIAL 4 ' W2.0-1 1 9'-0' 5 W2,6-1. 17 9'-0' 6 CW -1 4 9'-0' 7 LDJ-1 1 7'-0 3/4' 8 RDJ-1 ' 1 7'-0 3/4' 9 DH -1 1 V-11 1/4' 10 FCE-1 1 10'-10' 11 FC2.2-1S 1 10'-10' SPECIAL 12 FC2,6V-1 1 10'-10' VENT PANEL 13 FC2.6-1 5 10'-10- 14 FC2.6E-1 I 1 10-10' I IUTAL .= 38 1 CLASS : 1 NUMBER OF SIDES : 5 VAULTD❑❑R SWING I LEFT SWING ESTIMATED WEIGHT OF PANELS : 54,320 lbs DRAWN BY Todd LeFevers BANK of AMERICA La QUINTA DENOVA DEALER : HAMIL TON SAFE OF CA D A T E : 3/10/03 ORDER NUMBER : 344 DRAWING NUMBER : 90009-HW1 REV -1 SHEET NUMBER loft HAMILTON SAFE r-, a �`+ s CITYPF LA QUINTA BUILDING &'SAFETY DEPARTMENT cFyoF ,—'1777-7012 `- - INSPECTION REQUEST LINE 1.777-7153 Owner— ONES LANG ]L A S A I F Contractor DEB CONSTRUCTION Permit Number 0303 156 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 79-400 HIGHWAY 111 BANK.OF AMERICA - 4,000 SF "B" OCCUPANCY, TYPE V -N CONSTR. SPRINKLERED. <POINT EIAPPY> TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL / GROUNDING Q3 / FOOTINGS /STEEL , CONCRETE SLAB i DO NOT POUR CONCRETE UNTI VABOVM ROOF NAIL / PRE -ROOF OKAY TO WRAP FRAMING COMBINATION ROUGH ELECTRIC KOUGH PLUMBING ROUGH MECHANICAL SULATION COVER NO WORK UNTIL -ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) 3,n \'1 EXTERIOR LATH SEP34"gANDONMENT ' SEWER CONNECTION �p 113 i SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL ,BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G UAS U/G ELECTRICAL PRE -PLASTER ALARMS / BARRIERS FINAL INSPECTIONS , TEMP. USE OF PERMANENT POWER I R 1 A!f MECHANICAL PUBLIC WORKS DEPARTMENT • COMMUNITY DEVELOP NP -TW KA 4} * 5 k', FINAL / JOB COMPLUM CH T13 G HT TO TURN ON UTILITIES OR OCCUPY BUILDING r 9�5 r�r�ti� 12/AP` 3 .) s CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT OF "{ 777-7012 INSPECTION REQUEST LINE 777-7153 Owner jONES LANG 6-S��6I?� Contractor CA DEB ICONS I Rue'll'u—N Permit Number 0303 156 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES BANK OF AMERICA - 4,000 SF "B" OCCUPANCY, TYPE V -N CONSTR SPRINKLERED. <POINT HAPPY> TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL/ GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIVABOVMa ROOF NAIL / PRE -ROOF , _ KAY TO WRAP I RAMING COMBINATION I ROUGH ELECTRIC KOUGH PLUMBING ROUGH MECHANICAL 7? SULATION COVER NO WORK UNTI ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST . ',�;.ti+•!.21:.. SEPTIC•ABANDONMENT SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR i r MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS UiG PLUMBING UiG UAS U;G ELECTRICAL PRE -PLASTER ALARMS / BARRIERS FINAL INSPECTIONS TEMP. USE OF PERMANENT POWER >t, ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOP NT D FINAL / JOB COMPLWW VT LO R9fflffM YGTI'y�1 � ���/'saa� ABO d't ���3��� F+1111 HT TOA,L, TURN ON UTILITIES OR OCCUPY BUILDING Title .r, L Dsgnr: a Description Scope Rev: 560100 I User KW -0601804, Ver 5.6.1. 25 -Oct -2002 Pole Embedment in Soil j (c)1983-2002 ENERCALC Engineering Software Description LIGHT POLE FOOTING Job # Date: 4:54PM, 23 JUL 03 2 of 2 Page 1 Mnuw rasstve 3uv.uv Put Hppnea Loaas... Max Passive 1,500.00 psf Point Load 65.00 lbs Load duration factor 1.330 distance from base 24.000 ft Pole is Circular Diameter 24.000 in Distributed Load 11.00 #/ft No Surface Restraint distance to top 24.000 ft ' distance to bottom 0.000 ft Summary Moments @ Surface... Point load 1,560.00 ft-# Total Moment 4,728.00 ft-# Distributed load 3,168.00 Total Lateral 329.00 lbs Without Surface Restraint... + Required Depth 3.792 ft —.a&— Press @ 1/3 Embed... Actual 520.92 psf Allowable r 504.29 psf 06/23/2003 14:24 7603457315 Earth systems Southwest 79.9119 Country Club Drive Bermuda Dunes, CA 92201 • (7BO) 845.1588 Glent Name Cllent Addreas Client Phone FIELD DAILY EARTH SYSTEMS PAGE 02/02 DATE; 1!o/f JOB NO, 0 70 74—z15 PROJECT PS�"JLL— �h697Z4Gd 01 v ja LOCATION L.4 �ItINTA REFERENCE CURVE CON'TIACTOR f OWNER WEATHER TEMP oat AM 'Dat PM PREI-ENT AT SITE ►� moi: ro•�r TEST NUMBER L -D f LOT NUMBER ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY Ib a. fl. MAXIMUM DRY DENSITY % MAXIMUM DRY DENSITY bstov, it. OPTIMUM MOISTURE CONTENT ►� moi: ro•�r 1) I P� c . 2l / Y REMARKS: : - ~ 2z- et> ric-S ►.J S /ap �, 4" D70 -1-/ % t�w1. S LIMITATIONS: This report is to provide information regarding the status of the field conditions a d our opinion as to the need for cormctive action, additional testing and or observations. No guarantee or warra.n ,y of the co frac s work is made or implied. This report is subject to review by the project manager, CLIENT REPRESENTATIVE SIGNATURE , TECHNICIANS SIGNATURE BD-FS.00I (12!0I) alp 15640 � Earth Systems rW071, Southwest 79-'811 B Country Club Drive • Bermuda Dunes, CA 92201 • (760) 345-1588 4 Client Name h/, 4 Client Address �yD u/ Client Phone FIELD DAILY DATE JOB �NP. PROJECT tp-,jIL�-Ir I -'T LOCATION REFERENCE CURVE C jONNTTRACTOR OWNER WEATHER TEMP Oat AM °at PM PRESENT AT SITE rz� to.�5- TEST NUMBER L_ D / ti L-1 LOT NUMBER ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY Ibstcu. K. MAXIMUM DRY DENSITY % MAXIMUM .DRY DENSITY lbs/cu. fl. OPTIMUM MOISTURE CONTENT % rz� to.�5- 9 Zv r �Wl d REMARKS: --1`-01 r. l S �1�� la ti 1 10 6n�� •LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contrac �r/s work is made or implied. This report its subject to review by the project manager. CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE aD-FS_Ot)I (12/0 1) 2 15640 SPECIAL INSPECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OFTC0113 INSPECTION PERFORMED REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY 0, Zvo1FK POST TENSIONED CONCRETE O ASPHALT ❑ OTHER REINFORCED. MASONRY O FIRE PROOFING -,`, Qy J / /� , JOB LOCATION j • 6 I - `O() ,� _� /;� �LW REPORT SEQUENCE N0. TYPE trA04C;URE 949 Amozv'`cA PERMIT NO0��!`d��CV-6 DAT Zj,/` a3 DAY OF WEEK MATERIAL DESCRIPTIONARCHITECT C -pox �-#t 4s;n INSPECTOR /e I a HRS. CHARGED ENGINEER - ASSISTANTS MRS. CHARGED INSPECTION GENERAL /��� SUB �y.►� p� �j DATE CONTRACTOR D66 l T(,J a CONTRACTOR 1 F D w 6z-/(- -- i OYSSEZU60 f(AU5-MUtiT &'(- -:� --i* G15ffP- AV IM 1'( USI/4M- s `1y7 Sa,p,S 1,5e -r2-17, 24, 6k 9) pen i" ®�c /2&rx-7 is tAJJ r::,z- t- 1 %' �!oy >� Der S (� COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE O PAGE , OF C CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 13, "�- rbz-v Y,�� SIGNATURE OF REGISTERED I ECTOR 9 -17--4 a ���� �� - IV 7 DATE OF REPORT REGISTER NUMBER I JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 :SPECIAL INSPECTIOFax (760) 772-7193 REGISTERED INSPECTOR'S WEEKLY REPORT Pager (760) 776-3338 TYPE OF O REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY O INSPECTION O POST TENSIONED CONCRETE O ASPHALT OTHER Sr p 00%f PERFORMED ❑ REINFORCED_ MASONRY O FIRE PROOFING Cif JOB LOCATION V /( �.�,� I L REPORT SEQUENCE NO. TYPE O TRUCT RE i�- O / PE 3 — ' DA]!� ��03 DAY OF WEEK MATERIAL DESCRIPTION �+ ARCHITECT 1 , ` n$� MRS. CHARGED SENGINEER ASSISTANTS HRS. CHARGED INSPECTION GENERAL SUB DATE CONTRACTOR CONTRACTOR L I,tJJ�iC-Z� I w / 7" TMs -" -% 0 A' A; oc.-rs (-&)u In a COPY i SENT TO CLIENT O :•• c� CERTIFICATION OF COMPLIANCE I HEREBY°VCE;RTIF.y•T HAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ACCOF;THE,ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUNojHIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. _7.4-- rs._ k .rII D ON NEXT PAGE j'j/ I PAGE OF I NATUR OF REGISTER INSP TOR I ot DA OF R ORT REGISTER NUMBER - Earth .. Sy14 stems 79-81 iB country c,;!�,n Drivr, �®tilthwe'st SermudA Durres. CA 32241 (760) 345-1588 • (800) 924-701= ®A►I X R ION F CQNPRETE SWR•S Co.(3Ov. UBC TITLE 21/24 OTHER Building Permit No.: (�?.e t2;.�A : _1��_ DSA Application No.: — ...r.__ Date of Inspection:._-,� "�� -•� Project N le ame: _ _ _ _ 7 —--M�a —Job No.: _' Address: -? ..`'- Project Ad -1 - r___.L._._r Architect: -� -� _�_�" _ _. _.-... Structural Engineer:._._ General Contractor: _._ «—R _-� Sub Contractor: TYPE OF INSPECTION: . ,..�... ------ ----'-- ..._.__.__ ,�eintorcing, �ment OtherDescri tion o! p Work Inspected:_�.L.�_�1_-;:�_.'�� v12.__._ _ f ✓7 C, �. �T' 1 r "'! r1 r : , c� n fi a �., , .. , .., i _ r� _ _ � _ / ; ti/ .�• � _ -- ----------- C-1 --+ y ' .�=-�f,� .....r.Gyr� : [art •.-� Unresolved. Items: Descriptive Location of Samples: lump:.._._-___ _-- Cone Temp: Time in Mixer: -_ _Supplier..Admixture' _- Water Added: .._.. Air Temp:Specified Strength: _ 9 -_.._.._Mix Design: Truck Air Content, %: _ Unit t Wt.:.....___,.___�. __.Sample Time: I.D. Marking:# of Samples - Field I hereby certify that I have inspected ali or the above reported work, uhfe�s otFyrw now. end ?r y — plans. soecifcettons 8 enolloable building laws. Final r o o the best of my abiflty 1 have found this work roc !'— epor, issuad et project oompletion. comply �:• tr. tits r.. / Inspector's Name/No. �./a��.�. Inspector's Signature -- �►� L All insnectiors based oo a minimum of 4 tours; over 4 hour$ will be an a lour mimmum. ` In addition, any inspection extendfn g past i s pm will be an 8 hour minimum. Contractor's R®presentative 8D-M•40i (10x9$) COPY 1 ESC lab Copy 2 CoPlr 3 00YegtlrlJ A�qcnyY - _ l REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ?❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ ❑ OTHER JOB LOCATION q (l_ a +Ey® ' 1 , ` ' , L V t/-liW v `A � l (+, REPORT SEQUENCE NO. TVg . RUu'L &o / ' � N�L' a V' vl PERMIT N@�, 3 0 OI�TE f DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT I`N/C_J$EEQ'FQi�IJ HRS. CHARGED _ (J X to -5,S0 ENGINEER ASSISTANTS HRS. CHARGED INSPECTION DATE...,. -..� - ... GENERAL ��� ,. ... CONTRACTOR _ _ _ -. .-_ SUB T Y - --.---, �•-�--..CONTRACTOR^ X� IT COPY SENT TO CLIENT O CONTI ON NEXT PAGE PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. r� IGNA URE REGISTER ATE OF REPORT REGISTER NUMRFR JON TANDYI 37630 Medjool Ave. a Patm. Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 REGISTERED INSPECTOR'S WEEKLY REPORT Pager (760) 776-3338 TYPE OFE0101 REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY O INSPECTION POST TENSIONED CONCRETE ❑ ASPHALT O OTHER PERFORMED REINFORCED MASONRY ❑ FIRE PROOFING JOB LOCATIONq • f �U0 L A. v u\ REPORT SEQUENCE NO. Tv/PpO��c� TRUCT`URE I� y PERMIT tv� � � � �,�GJ /l�U�' DAY OF WEEK MATERIAL DESCRIPTION ARCHITE IQg_ NRS. CHARGED ENGINEERASSISTANTS HAS. CHARGED DATE ENERAL INSPECTION CONTRACTOR �..� SUB 1 \ r ! CONTRACTOR l N�-' L S c . C.�`- �-- �• ,�= -c.u. Go L °- ��. Com` t. C. -� �.. on COPY SENT TO CLIENT 0 CONTI ON NEXT PAG! PAGE Of CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO' TME BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK.UNIESS OTNQNWIS,E. NOTED. I HAVE POUND THIS WORK TO COMPLY WITH THE. APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE •SEC110NS:,OP THE ` GOVERNING BUILDING LAWS. REGISTERET IN rc i O �l R NUMBER z� �a�(�iuNcfa,.c ,- Certificate of Occupancy C&'f ot IN TM '9U G, OFT9 Building & Safety Department This Certificate is issued pursuant to the requirements of Section_ 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 78-400 Highway 111 Use classification: Bank of America Building Permit No.: 0303-156 Occupancy Group: B Type of Construction: VN Sprinkled Land Use Zone: CR Owner of Building: Jones Lang Lasalle Address: 600 Wilshire Blvd City, ST, ZIP: Los Angeles, CA 90017 By: Daniel P. Crawford Jr. Date: 10/13/03 Building Official POST IN A CONSPICUOUS PLACE 0j -u n -• }- Certificate of Occupancy s" G� OF9 Building & Safety Department MV Y This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the r provisions of the Building Code and the various ordinances of the City regulating building construction and/or use, x BUILDING ADDRESS: 78-400 Highway 111 � I B Use classification: Bank of America Building Permit No.: 0303-156 � s I Occupancy Group: B Type of Construction: VN Sprinkled Land Use Zone: CR �.; 30 Day Temporary Certificate of Occupancy, Expires 11/9/03 R Owner of Building: Jones Lang Lasalle Address: 600 Wilshire Blvd ". City, ST, ZIP: Los Angeles, CA 90017 By: Daniel P. Crawford Jr. Date: Expires 11/9/03 Building Official POST IN A CONSPICUOUS PLACE