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06-2634 (CSCS)P.O'.'BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: T4iyl 4 44umrw BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 06-0000263-4 79124—HIGHWAY 111 `'"1 649-820-021- - - NEW COMML - STORES & CUSTOMER SERVICE REGIONAL COMMERCIAL 367026 Architect or Engineer: -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 1 I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pr hssionals Code, and my License is in full force and effect. License Class: BNo.: 857578 Dat -T " O� r Contras �1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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).: 1 _) 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 I, 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 contractor(s) licensed pursuant to the Contractors' State License Law.). (_ I I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 1 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: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/04/07 Owner: THOMAS ENTERPRISES 2385 SHELTER ISLAND #202 SAN DIEGO, CA 92106 n d u f t Contractor: 1 J"tI 1 6 2007 PACIFIC WEST GENERAL CON 'R ]LN. ®a Li 75153 MERLE DRIVE, STE E CITY®Fl,�p6.iBITA PALM DESERT, CA 92211 F6RiAAlCC�E (760)340-7590 �n Lic. No.: 857578 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: " _ 1 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 0029778-2006 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 be subject to the workers' compensation laws of California, and agree that, if I should become iect to the the compensation provisions of Section 3700 of the Labor Code, I she orthw' ith those provisions. �Date'i y -o1_Applicarit WARNING: FAILURE TO SECUR ORKERS' 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 informa ' is correct. 1 agree to comply with all city and county ordinances and state laws relating to building cons n, and hereby authorize representatives of this county to enter upon the above-mentioned property for i ction pur oeDa of -L4 _017Signature (Applicant or Agerf LQPERMrr Application Number . . . . . 06-00002634 . ------ Structure Information SHELL BLDG ----- .—Other struct info . . CODE EDITION 01BMP04E05EN FIRE SPRINKLERS INCL 351 SF OUT MIXED-USE OCCUPANCY B/A-3 SHELL OCCUPANT LOAD• .00 PATIO SQ FTG 736.00 ----------------------------------------------------------=------- 1ST FLOOR SQUARE FOOTAGE •4800.00 ---------- Permit . . . BUILDING PERMIT Additional desc 4800 S.F.. SHELL BLDG. Permit Fee 1577.50 Plan Check Fee 1025.38 Issue Date Valuation 367026 Expiration Date 6/03/07 ' Qty Unit Charge Per Extension BASE FEE 639.50 268.00 3.5000 ---------------------------------------------------------------'------------- THOU BLDG 100,001-500,000 938.00 Permit . . . ELEC-NEW COMMERCIAL. Additional desc— esc .Permit PermitFee . . . . 118.02 Plan Check Fee 29.51 Issue.Date . . . . Valuation . . . . 0 Expiration Date 6/03/07 - Qty Unit Charge Per Extension BASE FEE 15.00 5151.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 103.02 ✓ Permit . . GRADING PERMIT Additional desc.. . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date.. _ 6/03/07 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 70.00 Plan Check Fee 17.50 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/03/07 Qty Unit Charge Per Extension LQPERMrr LQPERMIT Application Number . . . . . 06700002634 Permit. . . . . MECHANICAL - Qty Unit Charge Per Extension ' BASE FEE 15.00 2.00 -11.0000 EA MECH FURNACE >1OOK 22.00 2.00 16.5000. EA MECH B/C >3-15HP/>100K-500KBTU 33.00 ---------------------------------------------------------------------------- Permit . . .• PLUMBING . ' Additional desc . Permit Fee . . . . 91.50 Plan Check Fee 22.88 Issue Date Valuation . . . 0 Expiration Date 6/03/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 4.00 6-.0000 EA PLB ROOF DRAIN 24.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 7.5000 EA PLB OTHER BACKFLOW <=2 INCH 7.50 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 1.00 15.0000 EA PLB GAS METER 15.00 --------------------------- ------------------------------------------------ Special Notes and Comments 4,800 SF "SHELL" BLDG.(NOTE: 351 SF PATIO AREA FOR FUTURE OUTDOOR DINING) (B/M/A-3 PROJECTED USES)TYPE V -N CONSTRUCTION,2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODES. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURE AND SITE LIGHTING.** 2005 DIF ASSESSED. ----------------=----------------------------------------------------------= Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 102.54 ART IN PUBLIC PLACES -COM 1815.13 DIF CIVIC CENTER - COMM 748.80 ENERGY REVIEW FEE 102.54 DIF FIRE PROTECTION -COMM 216.00 STRONG MOTION (SMI) - COM 77.07 DIF STREET MAINT FAC -COMM 508.80 DIF TRANSPORTATION - COMM 12633.59 Fee summary Charged Paid Credited ------------------------------ Due --------------------------- Permit Fee Total 1872.02 :00 .00 1872.02 Plan Check Total 1095.27 700.00. .00 •395.27 Other Fee Total 16204..47 .00 .00 16204.47 LQPERMIT LQPERMIT 7q-iay +� PLAN CHECKSUBMITTED I I ........... REAP,,' FOR CORRECTIONS,„,,,,...... CALLED OWNER........,,•...;,»;».N; PLANS..PICKED U PLANS, RESUBMITTED. REIRE D, READY To ISSUE......,,, CALLED OWNER .............................. DATE ISSUEDI 9 -,P-9a7tz,) I I � 1 (�a� aj Ofo—Zfo39-- ae3„ o(o, .712510(o 5%7Z lZ FC 001 6 7101 Rite - we, /X/ No 1. tc- --Alb-i S4aV Aae- . PAD bIe QAa cera- 14� rjle,Aocn�j P",4itrq 0 Li VP. -t-0 C" P Lot, fLec 5 %�5 &vw ila i- Ay 1016 -Aep[� AVA--s too- sll)-� — /0- c-4-7 L --v tv f AV^�� -(, �/C- ���/i�0(o Coo RFC-*ry - C101910(a-- Cut? CC)MtAEVJTS EHAI LED F3 D 0 ZAI�X/A LL -TO "OR -MA" (ARCH to 134'o -IR fippgo VL:: -p .4 13'a �Ao(o orl) lbOAP-P CDD (w /7/06p CPO P-F'C, ZIs� U-4 Building ._ 7 '1 . ' J4 -Address Owppr Mailing Addressv5r Pity vl �P"o Zi 2 G contractor 1ICddres City Zip State Lic. & Classif. Arch., Engr DesignerAddress vLG lTel���Cc:ul.�c v►® fie Cly►® fie Cl P.O. BOX 1504 78-495 CALLE TAMPICO APPLICATION ONLY p�pr t I LA QUINTA, CALIFORNIA 92253 BUILDING: TYPE CONSTi OCC. GRP. A.P. Number 64 — C ) lqo s���3 Legal Description 6 Project De cr'ption� s s o .i ; &" I Tel. Lic. # r V %r v.. v♦ Jz c,a I Cf'L1 ,,170 ILiD. # LICENSED CONTRACTOR'S DECLARATION 1 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 live 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 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 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). ❑ 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) ❑ 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 ❑ 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 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 pe(mit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is agp�nstruction lending agency for the performance of the work for which this permit is issued. (876. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit whenproperly 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 Address City, State, Zip WHITE = BUILDING DEPARTMENT • - . - Sq. Ft. 4bw No. No. Dw. Size Stories Units Neww Add ❑ Alter ❑ Repair ❑ Demolition ❑ CITY OF Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 0o .0c) Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: 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:_ Validated by: Date Permit Validation: YELLOW = APPLICANT PINK = FINANCE CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road Date 9/26/06 La Quinta, CA 92253 No. 28929 (760) 771-8515 Owner Thomas Enterprises Address 2385 Shelter Island #202 City San Diego Zip 92106 F1FDsc�o Q BERMUDA DUNES V) RANCHO MIRAGE �. INDIAN WELLS 0 PALM DESERT y LA QUINTA PINDIO y� O APN # 649-820-010,021,022 Jurisdiction La Quinta Permit # Tract # Study Area Type Commercial No. of Units 1 Lot # No. Unit 1 79124 Unit 2 Unit 3 Unit 4 Unit 5 Comments Street Highway 111 S.F. 4800 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 Lot # No. 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 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 4,800 S.F. or $2,016.00 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 OC/Wachovia Bank - Norman Barrett Check No. 213857977 Name on the check ' Telephone Funding Commercial By Dr. Doris Wilso Superintendent �, �, _ • , Fee collected /exemp ed b aro cGllvrey Payment Recd �-': $0.00 $2,016.00 ' nbver/U�i16Fr Signature c r�1TIt �' NOTICE: Pursuant to Government Code Section 66020(d)(1),Cservey youthat 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 ' 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 (909) 940-6910 Proudly serving the ,- Unincorporated March 13, 2007 Areas of Riverside t County and the P.S. Fire Pros Cities of: 4639 E Sunny Dunes Banning Palm Springs, CA Beaumont Re: Fire Sprinkler Plan Review LAQ-06-BP-049 / The Pavilion @ La Quinta Pad 2 at 79124 Hwy 111, La Quinta Calimesa Canon Lake y The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following Coachella conditions: Desert Hot Springs 1) Approval of these plans does not include the piping of the underground system. Installing •�• contractor shall provide separate underground plans for review and approval prior to installation. Indian Wells 2) Provide a separate point of connection for the second sprinkler head as noted or provide hydraulic 41- Indio calculations to verify the design flow rate when piping two new ceiling sprinklers from an existing Lake Elsinore outlet in an overhead system. (NFPA 13, Sec. 5-13.20.3, Excep. 1) La Quinta 4. 3) Permanently marked identification signs shall be attached to all control valves. Moreno valley 4) A sign shall be located adjacent to the alarm bell worded as follows: •' a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 Palm Desert 4. Perris 5) The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: Rancho Mirage a) Underground: All joints must be exposed. Piping may be center loaded. 200 psi hydrostatic for 2 hours before inspection. After pressure is released, underground will be flushed. The San Jacinto underground flush shall be done through a pipe or hose equal in size to the sprinkler Temecula underground supply pipe. A diffuser shall be used for all underground flushes b) Weld: Where piping has welded outlet/fittings, a weld inspection is required prior to hanging pipe. Each weld outlet/fitting must have a stamp that correlates with the certification of the Board of Supervisors welder who fabricated the pipe. A copy of the welders' certification must be provided to the inspector at the time of inspection. Bob Buster, District I c) Overhead: All piping must be visible and 200 psi hydrostatic for 2 hours and flushed. Ceiling panels must not be in place. John Tava istri,ct 2 Distri D d) Final inspection. Jim Venable, The Fire Department job card, approved plans and conditions letter must be at the job site or NO District 3 inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department Roy Wilson, . to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. District 4 Marion Ashley, District 5 ` EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2n° FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Tracy Hobday Chief Fire Department Planner By �� Sonia Coo le Y Fire Safety Specialist EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2n0 FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 Tom O'Keefe July 21, 2006 Fire Chief RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Foresoy and Fire Protection 210 West San Jacinto Avenue • Perris, Fax Proudly serving the 11 Smith Consulting Architects Unincorporated 12220 EI Camino Real #200 Areas of Riverside San Diego, CA 92130 County and the Cities of: Re: Structural Building Plan Review Banning LAQ-06-BP-049 / Pad 2 Pavilion at La Quinta at 79124 Hwy 111, La Qulnta, CA. Beaumont Fire Department personnel have reviewed and approved the plans you submitted for the above 1C. referenced project. Please be advised the following conditions apply as a part of the conditions Calimesa for the issuance of a building permit. .C• Canyon Lake Fire Department personnel have completed a review of the plans you submitted for the above 4• referenced project. Please be advised the following conditions or corrections must be completed Coachella and approved by the Riverside County Fire Department before a building permit can be issued. o• Desert Hot Springs .C• Fire Department personnel have completed a review of the plans you submitted for the above Indian wells referenced project. Please be advised that your plans require the following corrections: 4.1 - Indio 1) These conditions are for a shell building and will receive a shell final only. No fire and life ❖ safety clearance will be issued for a tenant space until the specific occupancy classification Lake Elsinore has been established and tenant improvement plans have been reviewed and conditioned by •. the Riverside County Fire Department. La Quinta 4. Moreno Valley Buildings/facilities 00 pahn Desert 2) 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 system or burglar alarm system, Perris the lock boxes will require "tamper" monitoring. Special forms are available from this office ❖ for the ordering of the Key Switch. This form must be authorized and signed by this office for Rancho Mirage the correctly coded system to be purchased. San Jacinto Other requirements: .C• Temecula 3) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. Board of Supervisors 4) Approved building address shall be placed in such a position as to be plainly visible and Bob Buster, legible from the street and rear access if applicable. Building address numbers shall be a District 1 minimum of 12' for building(s) up to 25' in height, and 24' in height for building(s) exceeding John Tavaglione, 25' in height. In multi -tenant buildings, businesses shall post the business name and suite District 2 number on back doors as well as the front. Suite numbers or letters must be a minimum of 6° in height All addressing must be legible and of a contrasting color with the background rm Venable, and adequately illuminated to be visible from the street at all hours. District 3 Roy Wilson, 5) . Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. District 4 Marion Ashley, istrict S Applicantlnstaller shall be responsible to contact the Fire Department to schedule inspections. EMERGENCY SERVICES DIVISION • PLANNING SECrION • INDIO OFFICE 92-675 Highway 111, 2nd F., Indio, CA 92201 • (760) 863-BSW • Fax (760) 963-7072 t Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. Sincerely, Tracy Hobday Chief Fire Department Planner By Sonia Coo Fire Safety Specialist 0p J•'1��`- ICBG Evaluation Service, Inc. - A subsidiary corporation ofthe International Conference of Building Officials � � TM EVALUATION REPORT Report No. 3566 as, .Mhl G robe 1('60 E-1.4,- 5—,.. M. September. 1988 Fling Category: VENEER PRECAST CONCRETE BRICK AND STONE VENEER ELDORADO STONE CORPORATION POST OFFICE BOX 27 CARNATION, WASHINGTON 98014. 1. Subject: Precast Concrete Brick and Stone Veneer. H. Description: A. General: The veneer is composed of precast con- crete units Y to 3% inches in thickness with areas varying from 9 square inches to 2% square feet. The units are available in various stone and brick designs. The maximum weight of the unit is 12 pounds per square foot. The principal components of the precast veneer are portland cement, sand, perlite, expanded shale and pumice. B. Application to Existing Wood Frame Construction: The veneer units are designed for application over existing wall surfaces of plaster, exterior stucco or wood siding which provide a firm base for the veneer. Exterior well surfaces are covered with building paper conforming to Section 1707 of the Uniform Building Code. A 3.4 -pound lath is secured with galvarriz- ed furring nails to the supporting wood studs spaced 16 inches on center. Nails shall be spaced 6 inches on center and shall be of sufficient length to penetrate the studs a minimum of I inch. A S -inch minimum thick scratch coat of Type M or Type S cement mortac is applied over the metal lath. The scratch coat is then allowed to cure not less than 48 hours. A '''&inch - thick layer of mortar is applied to the back of each stone which is then pressed onto the scratch coat so that the mortar squeezes out around all sides. When all of the stone veneer are in place, the joints are grouted to provide additional embedment of the stone and to seal all edges around the stone. An alternate method is by applying a mortar setting bed onto the moistened scratch coat in areas from 2 to 3 square fat and then press- ing the veneer units onto the mortar bed. The mortar setting bed should be applied in a thickness of h to Y. inches. C. Application to New Wood Frame Construction: The veneer may be applied to open wood studs spaced 16 inches on center using 3.4 -pound, Y -inch rib metal lath. The lath if, attached to the studs with galvanized furring nails spaced 6 inches on center. The nails shall be of sufficient length to provide 1 -inch penetration to supporting wood studs. Prior to application of the lath, the studs shall be covered with building paper as required for exterior piaster. AIS -inch scratch coat shall be applied over the metal lath to provide a rigid backing for the veneer. The scratch coat must be allowed to cure not less than 48 hours before application of the stone. The veneer is then applied as described for application to existing wood frame construction. -The mortar shall be Type M or Type S. D. Application to Masonry: The veneer units may be applied directly to masonry backing without lath, provided the surface is clean. Painted masonry surfaces are first cleaned by sand blasting. The mortar bed is Type M or Type S cement mortar % to'/, inches in thickness. E. Application to Metal Panels: The application to metal panels is iden- tical to that for existing wood construction with the exception that the lath is attached by use of self -tapping screws. The screws shall be a minimum % inch long with %-inch head. F. Identification: Eldorado Precast brick and. stone veneer is identified on the boxes with the name "Eldorado Stone" and the logo of Eldorado Stone Corporation. 111. Evidence -Submitted: Product brochures, installation instructions and reports of tensile and compressive strengths, water absorption tests and bond strength tests have been submitted. Findings IV. Findings: That Eldorado Precast Stone and Brick Veneer as described in this report complies with the 1985 Uniform Building Code for adhered veneer, subject to the following conditions: 1. The veneer is not assumed to add strength or fire -resistance to the wall construction. 2. The veneer is not attached to wood frame construction In areas exceeding 25 feet in height above adjacent ground elevations except when specifically approved by the building official and based upon special consideration of design which includes provi- sion for differential movement. 3. The veneer is installed In accordance with this report and the manufacturer's initructions. This report is subject to re-examination in two years. CITY OF LA QUINTA BUILDING & SAFETY DEPT. DATE By, F, valuation reports of ICBG Evaluation Service. Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any otherattributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to am "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 No*v 07 2006-5:34PH 11D ENERGY 7603915999 A division of IMPERIAL IRRIGATION DISTRICT IIDPD-DDC, - November 7, 2006 Smith Consulting Architects. Attn:.'N,orrnan Barrett 12220 13.1-Carnino, Real, Ste 200 San Diego., Ca. 02130 Subject: Available Short. Circuit Current Calculation for Panera Bread Oad #2), at the Pavilion at 79-124 �Hl fF, L-09—uinta�'CA, 92253 for a Service Voltage 120,208V,73 -Plias ­e, 1000A Pane -C Dear Mr: Barrett:. Th ' e awailable.Short Circuit Cu'ffent at the secondary terminals of the transformer is 20,007 Amps RMS Symmetrical at 2.08 volts. This is based upon the following information: 1) Transformer size: 2) Transformer irn' dah . . pe 3) Primary voltage: 4) Secondary voltage: 5) High -side. KVA available: 6) Transformer connection: 7) No motor contribution to fault current. 300 KVA 4% 7,200112,470Y volts 208 volts 185,0010 KVA Wye/Wye p.2 CITY OF LA QUINTA BUILDING & SAFETY DEPT. /qq DATE Please contact me should you have any q4esti * /o4s, -at, (766) 398-5820. Thank You,, Carlos Partida Project Manager Sr.. CP/ms SECYA!JLT.Ltir.PavitionPanemBmadPod 02 11D ENERGY 81-600 AVENUE 58 - LA QUINTA, CA 92253 VON DUPRIN® 22 Rim Exit Device W 22 rim exit device for all types of single and double doors with mullion, UL listed for Panic Exit Hardware. Devices are ANSI A156.3, 2001, Grade 1. Covers stock hollow metal doors with 161* cutouts. Fits door stiles as narrow as 3 13/,6° (97mm), see page 12. See opposite page for available outside trim and device functions. *Not applicable with all strike and mullion combinations, consult factory. Specifications 299 strike Device Functions Ships ready for all functions; EO, DT, NL, TP, K, L Device Handing 'Non -Handed Device Lengths 3' (914mm) – see minimum door opening chart at bottom of page 4' (1219mm) – see minimum door opening chart at bottom of page Finishes SP28, SP313 Strikes 299 Dull Black Optional Strikes see page 12 Dogging Feature Hex key dogging standard LD Less Dogging see page 14 Electric Options LX Latchbolt Monitor Switch see page 14 RX Touch Bar Monitor Switch see page 14 RX2 Double Touch Bar Monitor Switch see page 14 ALK Alarm Exit Kit see page 14 CITY OF LA QUINT/ BUILDING & SAFETY DEPT. DATE ,,.,^___.___By *71 -!z -f Miscellaneous Options GBK Glass Bead Kit Fasteners & Sex Bolts (SNB) see page 15 Includes 1 3/4" (19mm) – 2 1/4 (57mm) Wood & Metal Doors Optional SNB available for device, see next page for quantities Latch Bolt Deadlocking, 3/4 (19mm) throw Device Centerline from 39 13/16° (1011mm) at center of device Finished Floor39 11/,s° (1008mm) with Mullion Device Dimensions 16 for How to Order specification Minimum Door Opening Chart see page 13 Stop Single Double Door Minimum Door Opening Minimum Door Opening Height Strike Door w/Mullion for 3" device* w/ALK* 1/2 299 Yes — 26.500"" (673mm) 33.250"(845mm) 1/2 1439 Yes — 25.687" (652mm) 32.437"(824mm) 1/2 299 — 4754/4854/4954 27.000" (686mm) 33.750"(857mm) 1/2 299 — 5654 25.812" (656mm) 32.562"(827mm) 1/2"" 1408 — 5754 25.750-' (679mm) 32.500""(826mm) 1/2 1606 — 1654 26.562-' (675mm) 33.312""(846mm) 299 Yes — 26.750" (679mm) 33.500"(851mm) 1439 Yes — 25.937" (659mm) 32.687"(830mm) 299 — 4754/4854/4954 27.125" (689mm) 33.875"(860mm) 299 — 5654 26.687-' (678mm) 33.437"(849mm) 1408 — 5754 25.875"" (657mm) 32.625'-(829mm) 1606 — 1654 26.687" (678mm) 33.437"(849mm) *For 4" device, add 6"" (152mm) © 2005 Ingersoll-Rand Co. May be copied for use with specification submittal. 0 Cd? K ' P,GSSI-,. Structural Engineers March 5, 2007 Mr. Michael Comulada, AIA Project Architect Smith Consulting Architects 12220 El Camino Real, Suite 200 San Diego, CA 92130 Tel: 858-793-4777 Fax: 858-793-4787 Re: The Pavilion at La Quinta — Pad 2 Dear Mr. Comulada: As discussed earlier, 5'-0" square footings at the trellis columns are not required. The foundation design is based on a 2'-0" diameter caissons design as shown in detail 17/S2.2. Please call if you have any questions. Sincerely, GSSI Engineers S Oscar Gonzalez, S.E. Principal 2445 Fifth Avenue, Suite 300, San Diego, California 92101 Tel: (619) 687-3810 Fax: (619) 687-3814 OGS'si Structural Engineers April 3, 2007 Mr. Burt Hanada Building & Safety Manager City of La Quinta 78-495 Calle Tampico La Quinta, CA. 92253 Tel: 760 777-7012 Fax: 760 777-7011 Re: PAVILION SHOPS @ LA QUINTA — PAD 2 Dear Mr. Hanada: CITY Fp LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONS ON DAT gY YC4, The calculations for the items listed below have been prepared by another design professional that is licensed and authorized to prepare such drawings in this state. These documents have been examined by GSSI Engineers and have been found to meet the appropriate requirements of California Building Code and the project specifications prepared by GSSI Engineers. The items listed below are acceptable for incorporation into the construction of this project for which I have been delegated responsibility for this portion of the work: Steel truss girders and joists calculations prepared by Walter F. Worthley, P. E, CA # 64116 with Valley Joist, Inc., P.O. Box 2170, 255 Logan Road, Logan Industrial Park Fernley, NV 98408. Calculation sheets 1 through 33. Shop drawings sheets J1, J2 and J3, project number 6N01947. Sincerely, GSSI Engineers Oscar Gonzalez, S.E. Principal y F �NEStiR�\Ew�'0 ANB t SNE � Z\ON• \SS