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07-2269 (SFD)I P.O. BOX 1504 , 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number 07' 00002269 Property Address: 57505 ROSEWOOD CT APN: 762-240-011-1 -32279 - Application description: DWELLING - SINGLE FAMILY Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 208902 Applicant: � �4urKrw BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: ' STANDARD PACIFIC 15326 ALTON PKWY DETACHED IRVINE, CA 92618 (949)789=1600 cr,hitect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury th4irf-a-m—hensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Buri ro sio License is in full force and effect. i �coneo,CUec B� _ / Y o o u. S Date: I hereby affirm under penalty of perjury that.) 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.). ' (_) 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 contractsfor 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 thispermit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Contractor: STANDARD PACIFIC 15326 ALTON PKWY IRVINE, CA 92618 (949)789-1600 Lic. No.: 641665 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date- 8/09/07 COACHELLA VLY. 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 -P issued. 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 SEA BRIGHT INS Policy Number BB1070237 _ 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 come bject to the workers' compensation laws of California, and agree that, if I should he or vers' co sation provisions of Section 00 of the Labor C tall forthwith c m pr isions. . D� �/ pplicant: WAR ING: AILURE TO SECURE WORK COMPENSATI N C ER 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 behalfthisapplication 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 suc rmit, cessation of work for 180 days will subject permit to cancellation. I certify that 1 have read this application and s ha he above inform do is ct. I agree to comply with all • city and county ordinances and state laws relating Iii a re b a representatives Of this y to nter upon the above-mentioned roperty rinspec ate: %/ Signature scant or Age ' Application Number . . . 07-00002269 Permit BUILDING PERMIT Additional desc..:. Permit Fee 1021.00 Plan Check Fee 663.65 Issue Date Valuation . . . . 208902 Expiration Date 2/05/08 Qty Unit Charge Per Extension BASE FEE 639.50 ' 109..00 3.5000 THOU BLDG 100,001-500,000. 381.50 Permit. MECHANICAL Additional desc Permit Fee . . . 101.00 Plan Check Fee 25.25 _ Issue Date Valuation 0 Expiration Date . 2/05/08 Qty Unit Charge Per Extension BASE FEE 15.00_ 2.00 9.0000 EA MECH FURNACE <=100K 18.00 2.00 9.0000 EA. MECH B/C <=3HP/100K BTU 18.00 6.00 6.5000 EA MECH VENT FAN 39.00 1.00 11.0000 EA MECH DOMESTIC INCINERATOR 11.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc.. Permit Fee . . . . 146.32 Plan Check Fee '. 36.58 Issue Date . _ . . Valuation 0 Expiration Date 2/05/08 Qty Unit Charge Per - Extension BASE -FEE 15.00 3380.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY ' 118•.30 651.00 .0200 ----------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 13.02 Permit PLUMBING Additional desc . 'Permit Fee -191.25 Plan Check Fee 47.81 . Issue Date Valuation - 0 Expiration Date 2/05/08 Qty Unit Charge. Per Extension BASE FEE 15.00 20.00 6.0000 EA PLB FIXTURE 120.00 1.00., 15.0000 EA PLB BUILDING SEWER 15:00 LQPERMIT .. i LQPERMIT -Application Number . . . . 07-00002269 Permit . . . . . PLUMBING Qty Unit Charge Per Extension 1.00. 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 . 9.0000 EA PLB LAWN SPRINKLER:SYSTEM 9.00 " 9.00 .7500 EA PLB GAS PIPE >=5 6.75 1.00 15.0000 EA, PLB GAS METER 15.00 Permit GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check Fee .00 Issue Date . . . . 0 Expiration Date _Valuation 2/05/08 Qty Unit Charge. Per Extension BASE FEE. 15.00 --------------------------- ------------------------------------------- Special Notes and Comments - SFD - LOT 1, PLAN 1SC, INCLUDES COURTYARD FIREPLACE, 3380 SF. PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2001 CBC, CMC,. CPC,,2004 CEC, 2005 ENERGY CODES ----------------------- Other Fees . . . . . Other ---------------------- -------------------------- .- ART IN PUBLIC PLACES -RES -- 22.25 . DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00' ENERGY REVIEW FEE 66.37 DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE .0.0 DIF LIBRARIES _ RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 REPLACEMENT INSP CARD 15.00 STRONG MOTION (SMI) - RES 20.89 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary Charged ---=------------- ---------- Paid. Credited ----- ----- ---------- ---------- Due F( xK lit- F'Qe Total 1474,57 , 00 , 00 1474,57- 474,57- Plan P1an Check Total 773.29 .00 .00 773.29 Other;Pee Total 4599.51 .00 .00 4599.51 Grand Total 6847.37 .00 .00 6847.37 e ENGINEERING, INC. structural consulting and design July 9, 2008 Standard Pacific of Coachella Valley PMB #303 1717 E Vista Chino Rd, Ste A7 Palm" Springs, CA 92262 ATTN: Troy Hefner WE: Palo Verde Structural, Observation_' Lot 1-ISC� 57-505 Rosewood Court Dear Mr. Hefner, jn accoidance.with your request our office performed a site observation of the Palo Verne project.in order ' to observe the framing to date of the above mentioned lot and have found it in general conformance with` the plans: The site visit consisted of a walk through observation of the construction tha: was visible: No dismantling of construction' or testing was performed to verify construction that was noi: readily visible. • The observation does not relieve the contractor and builder from making sure that the construction conforms to the city approved construction documents. If you should have any questions, please contact this office: Sincerely Richar reitas, P.E. ' -cco. 4§072- -T 61 President 307 N. Berry Street Brea, California 92821 '9 phone (714)256.2722 fax (714)256.9182 !CERTIFICATE OF FIELD VERIFICATION ECT AND DIAGNOSTIC TESTING (TD 8 TXT PROJINFO N Project TiUs. Pato verde CZ: Project Address: La Quinta Builder Nast w Standard Pacific Builder Contact: Trey Voice * : ptF # Tract # 32279 Vofoe # : 760498-2609 2B Dion'*. 1 kddress: 57 -505 -Rosewood Cpm- i ;ontfrtioned Floor Area: uare Feet 1ERS TER HERS R VIDER INFORMATION OEM Rater: SON Johnson Jame Callen 'ern = CCMJ614037 Jame Carden IERS Firm: MPH ddb: 2208 S. Fairview Road, Santa Voice #: 714-641-3983 ERS Provider: CHEERS. Ca 82704 ERS Address; 9400 Twanga Canyon Blvd.. Ch Voice # : 800-4243977 IERS TER COMPLIANC STATEM a�"O 81311 he house / unit was: Tested / Verfled K Approved as a part of sample, but was not Tested /Verified No Diagnostic Credits have been taken (visual inspections only) The installer has nrovirtcw s .. -.. -- Air Dig& pn•.. I *Wit vucw Where Doth system is '=idly Ducted (deem,etsi, ductboard or flex dud) ked ft1bber adhesive duct tape is installed, maO cloth badwd,bber adhesive duct tape to seal leeks at the c and connertionsmwbands are used in combination with COOLING 0.7 x Floor Area x Nominal Cooling 0.5 x Floor Area x 0ma .06) for ate ton one 8 throughro15 400 x (Cooling mie51 through 78,18 +red Fan FT in Nonal Tong) x (0,06) t PmmrizWon Test Results (CFM 0 25 PA) K Test Leakage f Fan Flow = % Leakage ek Box for Puss Or Fail (Pass 6% or Legs) ,T-24 Comp6once Credit was Taken for TXV (Installed _ Y! N) Mmr_ Heating Capacity in Thousands of Output M per hour 21.7 x Heating Capadty in "Ura of Out 9711 Per hour 21.7 x (Heat r>g Cap. In 1000's of Output BTU per hour) x (0.05) Duct PreasurtWon Test Results (CFM @ 25 PA) 100 x Test Leakage / Fan Flow = % Leakage rasa or ran trans = oyb or Law) ft? RA M, Appendfx RL R2bM CoMytrig Signature Date 11/1` 1=08 F2001-02 (4.02) Action NOW T-24 CF-4itMem.xis PAGE Zit 1 RM AT 111132008 t.35:22 AM radc Sha &d rhejt 80:890A101N DNISM CS®IUM139HIMTION hum ):01.00 gel CF -4R Page 1 of 1 Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT* SWIT Job No. Date 9-4;-018 TYPE OF INSPECTION REQUIRED 59 Reinforced Concrete ❑ Strdctural Steel Assembly ❑ Quality Control ❑ Post Tensioned Concrete ❑ Fire Proofing ❑ Other ❑ Reinforced Masonry ❑ Asphalt Job Address� 5 City a. Job Name Permit No.r�� DD Is ued By Type of Structure h Architect , Material Description (type, grode, source) Engineer Contractor Inspe r(s) No a Subcontracto TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES 41/ A -j of INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. 065-evveA Q fo a i d r 1 I V 4 14 A As V - -7•SoS o =o -?142 K st o aJAI-La LU411z06--160,4 o 6-7pivsle:wodd C�ti�,cr-� �e%c3woiS-JO05' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED 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-ey, AND APPLICABLE SECTIONS OF THE GOV RNING BUILDING LAWS. r ' SIGNATU E OF EGISTERED INSPECTOR l!J 3151-I- /4'q SPECIALTY NO. AGENCY CONTINUED ON NEXT PAGE ❑ FAGE OF TIME IN I TIME OUT I REG. HOURS I O.T. HOURS I CYLINDERS 4630 1 IVIG 18 I I+ All inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. Approved by Superintendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'9'COPY, GOLDENROD - JOB SITE COPY J` Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 9 (714) 526-8441 9 Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT SWOITJobONo. 9t- 09 TYPE OF INSPECTION REQUIRED (X Reinforced Concrete ❑ Strcictural Steel Assembly ❑ Quality Control ❑ Post Tensioned Concrete ❑ Fire Proofing ❑ Other ❑ Reinforced Masonry ❑ Asphalt Job Address ,,1, lcwn City Job Name Permit o. �e J0610 4.00� s Iss ed By Type of Structur. h Architect Material Description (tyJple, grade. so rce) Engineer Contractor S OL i Inspector( ame DA 0131"QLr Subcontractor TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROELEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. 0 fsN A= wall 6011,vt e- I i � � 1 s� �s-ost �� n -s ux-Y r i AIA0121EATS g 1 f CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED 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, SPE ICATIONS OF THE GOVERNING BUILDING LAWS. SIGNATUR(OFR ISTERED INSPECTOR SPECIALTY NO. AGENCY CONTINUED ON NEXT PAGE U FAGE OF TIME IN I TIME OUT I REG. HOURS I O.T. HOURS I CYLINDERS L 1 -.0 0 1 12) 0,0 11 All inspections based on a minimum of 4 hours and over 4 hours 8 hour minimum. Approved by Project Superintendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY SOUTHWEST INSPECTION AND TESTING INC. 441 COMMERCIAL WAY LA HABRA, CA 90631-6168 562-941-2990 714-526-8441 Fax -562-946-0026 ------------------------------- FIELD DATA ON TEST SPECIMENS --- ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: X GROUT: MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 57-505 ROSEWOOD CT. LA QUINTA JOB #: 60280 DATE: 10/18/2007 JOB NAME: PALO VERDE/TR#32279/PH#2A PERMIT #: 07-2269 ISSUED BY: LA QUINTA ARCHITECT: BASSENIAN & LAGONI ENGINEER: R.G.F. CONTRACTOR: STANDARD PACIFIC SUB CONTRACTOR: DIAZ CONCRETE -----------_----------------------------------------------- LOCATION IN STRUCTURE: FOOTINGS/ LOT#1 ----------------------------------------------------------- CONCRETE SUPPLIER: SUPERIOR PLANT: COACHELLA MIX #: D83625P TYPE OF CEMENT.: V ADMIXTURE: TICKET #: 21959 SLUMP : 4" WATER ADDED: 0 GAL. AIR TEMP: 72'F CONCRETE TEMP: 70 F MIXING TIME: 45 MIN. TIME CAST: 8:00 ------------------------------------------------------------ DATE CAST: 9/19/2007 RECEIVED AT LAB: 9/20/2007 ------------------------------------------------------------- SPECIMENS MADE BY: BILL LA GRANDE SPECIFIED PSI: 4000 ------------------------ ---�*- FIELD IDENTIFICATIONI A I B I C I D I E -------------------------------------------------------------- LAB IDENTIFICATION : 709859 : 709859 : 709859 : 709859 ------------------------------------------------------------------ AGE DAYS 7 28 : 28 : H O L D DATE TEST 9/26/2007 10/17/2007: 10/17/2007: SIZE -IN. 4 X 8 4 X 8 4 X 8 AREA-SQ.IN. 12.57 12.57 12.57 CRUSH LOAD -LBS 47600 70130 73160 COMP-STR.-PSI. 3790 5580 5820 I. H/D CORR FACTOR CORR.STR.-PSI TIME TESTED BREAK TYPE C.T.M. USED FORNEY FORNEY FORNEY ----------------------------------------- REMARKS: ------------------------------------------------------------ ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: ---------------------------------------------------------- THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT THE APROVAL OF SITI --------------------------------------------------------- RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING SAMPLES CAST BY OTHERS: LAB. MAN ASTM C39 BREAKS A= cone B= cMrne and split C= cone D=shear E=columnar SOUTHWEST INSPECTION AND TESTING INC. 441 COMMERCIAL. WAY LA HABRA, CA 90631-6168 562-941-2990 714-526-8441 Fax-562-946-0026 FIELD DATA ON TEST SPECIMENS --- ASTM C31, C138, C143, C172, C173, C231, C1064 -- CONCRETE: X GROUT: MORTAR: SHOTCRETE: CORES: . GUNITE: ADDRESS: 57-535 ROSEWOOD CT. LA QUINTA JOB #: 60280 DATE: 10/18/2007 JOB NAME: PALO VERDE/TR#32279/PH#2A PERMIT ##: 07-2276 ISSUED BY: LA QUINTA ARCHITECT: BASSENIAN & LAGONI ENGINEER: R.G.F. CONTRACTOR: STANDARD PACIFIC SUB CONTRACTOR: DIAZ CONCRETE ---------------------------------- ------------------ LOCATION IN STRUCTURE: FOOTINGS/ LOT#2 -------------------------------------- CONCRETE SUPPLIER: SUPERIOR PLANT: COACHELLA MZX #: D83625P TYPE OF CEMENT : V ADMIXTURE: TICKET #: 21955 SLUMP : 4" WATER ADDED: 0 GAL. AIR TEMP: 70 F CONCRETE TEMP: 68.F MIXING TIME: 40 MIN. TIME CAST: 7:35 -------------- ------------------- DATE CAST: 9/19/2007 RECEIVED AT LAB: 9/20/2007 -------------------------------- SPECIMENS MADE BY: BILL LA GRANDE SPECIFIED PSI: 4000 ----------------------------------------- ---------- FIELD IDENTIFICATIONI A I g I C I D I E ---------------------------- ---------------------- LAB IDENTIFICATION 709860 709860 : 709860 709860 ------------------------------ ---------------------- AGE DAYS 7 28 28 H 0 L D DATE TEST 9/26/2007 10/17/2007: 10/17/2007: SIZE -IN. 4 X 8 4 X 8 4 X 8 AREA-SQ.IN. 12.57 12.57 12.57 CRUSH LOAD -LBS 48900 76390 78930 COMP-STR.-PSI. 3890 6080 6280 I H/D CORK FACTOR CORR.STR.-PSI TIME TESTED BREAK TYPE C.T.M. USED FORNEY FORNEY FORNEY ----------------------------------------- ------------ EMARKS: ------------------------------------------ ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: --------------------------- ------------------------- THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT THE APROVAL OF SITI ----------------------------------------- RESPECTFULLY SUBMITTED SAMPLES CAST BY OTHERS: SOUTHWEST INSPECTION AND TESTING LAB. MANA ASTM C39 BREAKS A= cone B= corAt and split C= cone D=shear E=columnar SOUTHWEST INSPECTION AND TESTING INC. 441 COMMERCIAL WAY LA HABRA, CA 90631-6168 562-941-2990 714-526-8441 Fax -562-946-0026 ------------------------------- FIELD DATA ON TEST SPECIMENS --- ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: X GROUT: MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 57-565 ROSEWOOD CT. LA QUINTA JOB #: 60280 DATE: 10/18%2007 JOB NAME: PALO VERDE/TR#32279/PH#2A PERMIT #: 07-2277 ISSUED BY: LA QUINTA ARCHITECT: BASSENIAN & LAGONI ENGINEER: R.G.F. CONTRACTOR: STANDARD PACIFIC SUB CONTRACTOR: DIAZ CONCRETE --------------------------------------- LOCATION IN STRUCTURE: FOOTINGS/ LOT#3 -----------------------------------7------------- CONCRETE SUPPLIER: SUPERIOR IPLANT: COACHELLA MLIX #: D83625P TYPE OF CEMENT : V ADMIXTURE: TICKET #: 21939 SLUMP : 4" WATER ADDED: 0 GAL. AIR TEMP: 80 F CONCRETE TEMP: 74 F MIXING TIME: 35 MIN. TIME CAST: 10:15 --------------------------- DATE CAST: 9/18/2007 RECEIVED AT LAB: 9/19/2007 ------------------------------------------------------ SPECIMENS MADE BY: BILL LA GRANDE SPECIFIED PSI: 4000 ------------------------------------------------------- FIELD IDENTIFICATION A I B I C I D I E ------------------------------------------------------- LAB IDENTIFICATION : 709861 : 709861 : 709861 : 709£61 -------------------------------------------------------- AGE DAYS 7 28 : 28 : H O L D DATE TEST 9/25/2007 10/16/2007: 10/16/2007: SIZE -IN. :.4 X 8 4 X 8 4 X 8 AREA-SQ.IN. 12.57 12.57 12.57 CRUSH LOAD -LBS 44070 62500 63900 COMP-STR.-PSI. 3500 4970 5080 I H/D CORR FACTOR CORR.STR.-PSI TIME TESTED BREAK TYPE C.T.M. USED FORNEY FORNEY FORNEY ------------------------------------------------- REMARKS: --------------------- - ---------------------------- ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: --------------------------------------- THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT THE APROVAL OF SITI ------------------------------------------------ RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING SAMPLES CAST BY OTHERS: R.0 LAB. MAN ASTM C39 BREAKS A= cone B= cone and split C= cone D=shear E=columnar SOUTHWEST INSPECTION AND TESTING INC. 441 COMMERCIAL WAY LA HABRA, CA 90631-6168 562-941-2990 714-526-8441 Fax-562-946-0026 FIELD DATA ON TEST SPECIMENS --- ASTM C31, C138, C143, C172, C173, C231, 01064 --- CONCRETE: X GROUT: MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 57-595 ROSEWOOD CT. LA QUINTA JOB #: 60280 DATE: 10/18/2007 JOB NAME: PALO VERDE/TR#32279/PH#2A PERMIT #: 07-2278 ISSUED BY: LA QUINTA ARCHITECT: BASSENIAN & LAGONI ENGINEER: R.G.F. CONTRACTOR: STANDARD PACIFIC SUB CONTRACTOR: DIAZ CONCRETE --------------------------7------------ LOCATION IN STRUCTURE: FOOTINGS/ LOT#4 --------------------------------- CONCRETE SUPPLIER: SUPERIOR PLANT: COACHELLA NIX #: D836'25P TYPE OF CEMENT : V ADMIXTURE: TICKET #: 21927 SLUMP : 4" WATER ADDED: 0 GAL. AIR TEMP: 70,F CONCRETE TEMP: 68 F MIXING TIME: 45 MIN. TIME 'AST: 7:40 ------------------=--------------- DATE CAST: 9/18/2007 RECEIVED AT LAB: 9/19/2007 ---------------------------------------------------- SPECIMENS MADE BY: BILL LA GRANDE SPECIFIED PSI: 4000 -------------- ---------------------------------- FIELD IDENTIFICATIONI A I B I C I D I E --------------------------------------------------- LAB IDENTIFICATION : 709862 : 709862 : 709862 : 709862 --------------------------------------------------- AGE DAYS 7 28 : 28 : H O L D DATE TEST 9/25/2007.: 10/16/2007: 10/16/2007: SIZE -IN. 4 X 8 4 X 8 4 X 8 AREA-SQ.IN. 12.57 12.57 12.57 CRUSH LOAD -LBS 42670 63500 64800 COMP-STR.-PSI. 3395 5050 5155 I H/D CORR FACTOR CORR.STR.-PSI TIME TESTED BREAK TYPE C.T.M.' USED FORNEY FORNEY : FORNEY -------------------------------------------- REMARKS: - -------------------------------------------------- ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: -------------------------------------- THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT THE APROVAL OF SITI ----------------------------------------------- RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING SAMPLES CAST BY OTHERS: R LAB. MAN ASTM C39 BREAKS A= cone B= co..e and split C= cone D=shear E=columnar