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05-4133 (RR)P.O. BOX 1504 ' 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 rE Application Number: 05-000.04-1-33 Property Address: 76920 AVENIDA FERNANDO APN: 658-240-021- - Application description: RE -ROOF Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 14850 Tuv144Q" Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that Iam licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C39 ® / ?cenw.;No-- 6 59 11 C/ OWNER -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 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.). ( 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: LQPERMIT Owner: BITTNER GERALD 76920 AVENIDA.FERNANDO LA QUINTA, CA 92253 Contractor: SPRAY FOAM OF SOUTHERN CA 43890 WARNER TRAIL PALM DESERT, CA 92211 (760)345-5599 Lic. No.: 675959 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/15/05 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. 1 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 0440022264 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 sub' a workers' co nsation provisions of Section 3700 of the Labor C , s I ith c y with those pro sions. Date.OtApplicant.- WARNING: FAILURE TO SECURE WORK R ' OMPENSATION 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 tokany 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 agree to comply with all city and county ordinances and state laws relating to building construction, and hereb 'ves of this county to enter upon the above-mentioned property for insp i oses Date: ' -Sighature (Applicant or VS Application Number . . . . . 05-00004133 Permit . . . RE -ROOF " Additional desc . Permit Fee . . . . 30.00 Plan Check.Fee .00 Issue Date . . . . Valuation 0 Expiration Date 3/14/06 Qty Unit Charge Per Extension BASE FEE 30:00 ------------ --------------------------------------------------------------- Special Notes.and Comments REROOF WITH URETHANE FOAM/CLASS "A" MATERIALS ONLY Fee summary/ Charged Paid ----------------- ---------- ---------- Credited Due Permit Fee Total 30.00 ---------- .00 --- .00 ------ 30.00 Plan Check Total .00 .00. .00 .00 Grand Total 30.00 .00 .00 30.00 C', LQPERMIT Sprayfoam of Southern California 43-890. Warner Trail Palm Desert, CA 92211 (760) 345-5599 (760) 345-5159 fax 675959 Residential Customer Information Permit No: Bill To. Installation Address: Jerry Bittner Reroof 76-920 Ave San Fernando 76-920 Ave Fernando La Quinta Ca 92253 La Quinta Ca .92253 Proposal and ContrQict DC854 Friday, July 29, 2005 100% 5 -Year Guarantee If a Leakage, caused by defects in material and/or workmanship occurs, within the above duration from date of application, we will repair it free of charge. SPECIFICATIONS: Icbo Report # 4630 UI Report # R10185 (Class A Over Combustible deck rating) I.Broom Vac broom entire flat roof to remove all dirt and rock. Wask off all windows on roof and tear out around all roof drains to remove buildup of repairs. I-ift all Ac unit's (2) and install new sheet metal cap. 'rimer entire roof with neoprime primer (black color). nstall I to I/4 inch min Urethane Foam roofing system to entire roof Build up garage roof cricket for drainage to each drain. kpply two coat of permax 108 elastromeric coating system at a rate of 3 gallons total per 100 sqf (24 dry mils) Finish color White( 5 year warranty on leaks and workmanship as noted above) SPECIAL INSTRUCTIONS: JOB SQ. FT 4500 Appearence of the finished roof surface will be pebbly and somewhat uneven. Final roof surface will be affected by the texture of the existing roof surface. Foam will be tapered a minimum one inch thickness to a thickness of approximately three quarter inch plus or minus at all roof edges. Existing gravel guard will not be removed unless customer wishes to pay the cost and replacement of new gravel guard. Only loose gravel, dust, and dirt will be swept off. Secure gravel will remain on the roof. Gravel will be removed from premises unless customer wants it. Completion of roof application will be affected by weather conditions, including rain, wind, and fog. Sprayfoam of Southern California cannot guaran tee removal of all water standing on flat roofs when completed. (Ponding Water) Definition of ponding water as per industry standards: A pool of water at least 1/2 inch deep that remains in an area no less than 100 square feet 24 hours or more after rain. Industry Standards: This guarantee does not cover any damage to the interior or exterior of the premises on which the roof is applied.or damage to any contents therin. This guarantee also does not cover damage to roof due to any cause behond our control including, but not limited to, fire, lightning, windstorm, hailstorm, installation of antennas or other equipment, traffic on roof, structural fault or settlement, cracking or other failure of the roof deck, walls or foundation of the building on which the roof is applied. Should it become necessary for the roofing contractor to remove and/or reinstall any antennas, cooling or heating appliances or other equipment, whether or not an additional charge is made for such work, customer understands that neither Sprayfoam of Souther California, not the installer assumes any responsibility for the performance of said equipment. Sprayfoam of Southern California does not assume any responsibility for corrections of existing code violations or for the repair of any existing defects unless specified in the estimate and proposal. Terms and Conditions: Installation: It is understood that by the acceptance of this Proposal you author=_ Sprayfe m of Southem California to make the installation;(]) to issue work order with specifications shown herein and (2) to pay our charge for such installation. You agree to pay to Sprayfoam of Southem California, the amount specified herein; which will cover the price of said material and the installation charge. t This estimate is based on a complete job and any surplus material remains the property of Spmyfoam of Southem California Verbal understandings and agreements with representatives shall not be binding unless set forth herein. There shall be no liability for delays in, or failure to complete, delivery or installation of all or any of the herein mentioned merchandise, if due to fire, strikes, war, governmental regulations, or any cause beyond our control. Any changes made by you in the specifications herein, necessitating additional materials or labor shall not be covered by this proposal, but shall be provided for under separate and additional Contractors are required by law to be licensed and regulated by the Contractors' State License Board. Questions concerning a contractor may be referred to the registrar of the board whose address is: Contractors' State License Board 1020 North Street Sacramento, CA 95814 Valid for 30 days jrom the proposal date indicated above M M O O R E.& 1 A 8 E R GROUTING SERVICES 1290 NORTH HANCOCK STREET • P.O: BOX 19079 • ANAHEIM, CA 92817 TELEPHONE: (714) 779-0681 • FAX: (714) 779-1459 ADDITIONAL OFFICES SAN DIEGO BAKERSFIELD VENTURA COUNTY Mr. Robert Kirsten 420 South ' Rossmore Avenue Los Angeles, California. 90020 October 25, 1996 Job No. 6-210-0031 REPORT OF COMPACTION GROUTING KIRSTEN RESIDENCE. 76920 AVENIDA FERNADO LA QUINTA, CALIFORNIA ----------------------------------------------------------- INTRODUCTION This report presents a summary and the. results of a remedial compaction grouting program performed at the subject property by Moore & Taber during August and September, 1996. The work was undertaken to treat potentially problematic foundation soils underlying portions, of the subject residence. Information concerning the local soil conditions and recommended scope of work was . provided in the . geotechnical information and recommendations provided by Earth Systems Consultants (ESC) and discussions with Mr. Brett Anderson of ESC. Additional pertinent information used to develop the scope of work required was obtained from the . Ninyo & Moore Geotechnical and Environmental Sciences Consultants "Subsurface Evaluation" dated January 18, 1994 (Project No. 102709-01). Grouting was conductedas described. in the "Remedial Compaction Grouting", proposal by Moore & Taber dated March 21, 1996 (Revised July 18, 1996 - Proposal No. A95-099). ® Recycled Paper ' Mr. Robert Kirsten GROUTING Page 2 Low slump sand -cement grout was.injected at 35 points in the area to be treated as shown on the attached plan, entitled "Grout Injection Point Locations" (Page A-1). The location of these points may have been slightly adjusted in some cases from the originally planned program due to subsurface impediments, underground utilities and soil or structure response as grout emplacement progressed. The general method used consisted of first or driving casing at each point shown on the plan to firm soil, based on correlation between driving resistance and geotechnical information provided by previous reports. The casing was then withdrawn in short stages and low -slump grout (-2.0 - inch slump) was pumped into the resulting open hole. The maximum depth of soil treated was 25 feet below existing grade. Grout was injected in a sequence beginning at the deepest stage and progressing to the shallowest stage in intervals ranging from two to five feet. Pumping was generally terminated on each interval upon achieving excessive pumping pressure (400 + psi) or lift of the overlying ground surface, either of which were considered indicative of adequate compactive effort. Surface motion was monitored by conventional surveying equipment and water manometers stationed over the area of grout emplacement. Records of casing installation, injection pressures, emplaced grout volumes, lift, and other aspects of the operations were maintained during the course of work. The pressure at which each stage accepted grout was monitored by a gauge at the injection point, and the volume of grout was measured to the nearest two, cubic feet. Most injection pressures ranged from 100 to 400 psi, and a total grout volume of 7,535 cubic feet (279 cubic yards) was pumped into the soil. The attached table (Pages A-2 through A-5) shows the emplaced grout volume per stage for each grout point. CONCLUSIONS Compaction ' We believe that the completed grouting program accomplished densification of compressible soils and reduced the potential for future settlement in the area treated. As noted above, excessive pumping pressures, ground or structure lift, or indications of incipient distress were ' the criteria used in the field to determine completion of the injections. Subsequent analyses ' Job No. 6-210-003100 - October 25, 1996 1 Mr. Robert Kirsten Page 3 using the grout volume and lift figures were also undertaken to evaluate the work's effectiveness -in terms of increased soil density. ' For this project, holes were spaced on approximate ten -foot` centers and a hypothetical five foot radius of influence was assumed around each grout point. Therefore, the total area affected by the grouting computes to approximately 2,747 square feet. For this assumed area of influence, the 7,535 cubic feet of emplaced grout yields a calculated average layer of grout 2.32 feet thick. The grout volumes and assumed area of influence were also analyzed with respect to the magnitude of soil density increase achieved. An average increase in soil densification of approximately 13.7 percent over the area treated was calculated. Verification One additional grout point was installed equidistance between four completed injection points for ground improvement verification. Test results were positive as indicated by increased penetration resistance and substantially lower volume emplacement than the surrounding points. Lift The house was raised substantially by the grout injection process. Relative elevation surveys of the structures before and after completion of the work indicate as much as 5.0 inches of lift occurred. The pre- and post -grout relative floor elevations are shown on the attached plan (Page A-6), and reveal considerable improvement over pre -grouting conditions. , RECOMMENDATIONS Repairs Some minor adjustments of stress and strain may occur subsequent to grouting, especially if the soil moisture content increases:. As a precautionary measure, we normally suggest several weeks delay before undertaking cosmetic repairs. Flexible patching materials should be utilized wherever possible to protect against minor damage from any future movement. Cracks in concrete should be filled with high bond strength, non -shrink epoxy or mineral grout. Job No. 6-210-003100 - October 25, 1906 Mr. Robert Kirsten Page 4 Soil Moisture Control Good surface drainage is essential to help minimize the effects of, and to protect against local settlement problems. Gutters and downspouts should be installed or maintained to capture and direct roof discharge water (rain) into swales or pipes. Areas adjacent to the buildings should be graded to, eliminate ponding and low drainage gradients. All water should be directed away from the structures in unpaved areas by establishing a flow gradient of six percent for a distance of five feet from footings (about a 3.5 -inch fall in this distance). All water runoff should be collected in positive drainage devices (e.g. graded swales or catch basins and pipe drains) and conveyed off of the lot. Broken or deflected concrete should be repaired and/or replaced. Obstructions to the free flow of water from the site should be removed. If you have any questions concerning this project; please call us at your convenience. MOORE & TABER Joe Winter General Foreman JW/FN/ljo Frank Nonamaker Operations Manager Attachments: Grout Injection Point Locations - (Page A-1) Grout Quantity vs. Depth - (Pages A-2 and A-3) Comparative Floor Level Surveys - (Page A-4) Distribution: (2) Addressee Attention: Mr. Robert Kirsten (1) Mr. Stephen R. Smith (1) Earth Systems Attention: Mr. Craig S. Hill (1) La Quinta Attention: Mr. Mark Harold Job No. 6-210-003100 - October 25, 1996 ATTACHMENTS 1 G -OOJI 17E• 7-18-96 1 VERIFICATION �® POINT I J � • w LIli/NG MASTS BATH DEN BATH j * I 0 ` 1 I � D/N/NG I • ROOM KITCHEN BEDROOM BEDROOM BATH GARAGE i KIRSTEN .RESIDENCE o„ 76920 AVENIDA FERNANDO -L 7 PRIMARY & SECONDARY ! GROUT INJECTION POINTS R- - •. - - - - - - - - - - - - - - - - R 7 E KIRSTEN RESIDENCE 76920 AVENIDA FERNANDO LA QUINTA, CALIFORNIA REMEDIAL COMPACTION GROUTING PROGRAM SMITH RESIDENCE 76910 AVENIDA FERNANDO- MOORE & TABER I T FIELD DRAFT PROVED DATE J08 No. FN JM 7-18-96 6-210-0031 A-1 FIZZI • i" -If �m m MInnnw,