Loading...
AMUS (13-0558)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00000558 Property Address: 81181 MERV. GRIFFIN WY APN: 767 -320 -999 -AW -32879 - Application description: NEW COMML - AMUSEMENT Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 8636.25 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT' y Applicant: Architect or Engineer: T rz� P Dir/�t RA, GTD Lic. No. --------------- ------------------ lBusinessnd NSED CONTRACTOR'S DECLARATION I hereby affirm under peny. hat am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisionsi ass d Professionals Code, and my License is in full force and effect. License Class: BLicense No.: 728102 1 � Da e: 11 L� -Q ' Co { . OWNER -BUILDER DECLARATION I hereby affirm under peny t t I am exempt from the Contractor's State License Law for the following reason (Sec. 70ss nd Professions Code: Any city or county that requires apermit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation; will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ' (_) 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: IOTA GRIFFIN, LLC P.O. BOX 2016 CARLSBAD, CA 92008 (619)818-3596 Contractor: LENNAR HOMES OF CAL 980 MONTECITO DRIVE CORONA, CA 92879. (915.) 817-3600 LiC: No.: 728102 VOICE (760) 777-7012 . FAX (760) 777-7011 INSPECTIONS (760) 777-7153 ,l Date: 11/22/13 WORKER'S COMPENSATION DECLARATION •I hereby affirm under penalty of .perjury one of the following declarations: 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 thls.permit is issued. My workers' compensation .insurance carrier and policy number are: - Carrier OLD' REPUBLIC IN Policy Number MWC30017800 I certify that, in theIWO c of the work for which this permit is issued, I shall not employ any person in any mt become subject to the workers' compensation laws of California, and agree that, ia me subject to the workers' compensation provisions of Section 3700 of the Labsh II forthw'th comply with those provisions. Date{ l'!/2- APPlicant: WARNING: FAILURE TO SECURRS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CENALTIES AND CIVILFINES UP TO ONE HUNDRED THOUSAND DOLLARS I$100,000). IN ADDHE 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 Quints, its officers, agents and employees fora y 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 b a s null and void if work is not commenced within 180 days from date of issuance of such or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the ab a ormation is correct. I agree to comply with all city and county ordinances and state laws relating to building o s uction, and hereby authorize representatives of this county toenterupon the above-mentioned property for s ction,pu oses. Date: -1 'a Signature (Applicant'or_Agent): r? Application Number . . . . . 13-00000558 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 3131.50 Plan Check Fee 2035.48 Issue Date . . . . Valuation . . . . 863625 Expiration Date . 5/03/14 Qty Unit Charge Per Extension BASE FEE 2039.50 364.00 3.0000 THOU BLDG 500,001-1,000,000 1092.00 ---------------------------------------------------------------------------- Permit . . . ELEC-NEW COMMERCIAL Additional desc . . Permit Fee . . . . 216.90 Plan Check Fee 54.23 Issue Date . . . . Valuation 0 Expiration Date . . 5/03/14 Qty Unit Charge Per Extension BASE FEE 15.00 10095.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 201.90 ---------------------------------------------------------------------------- Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 238.50 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/03/14 Qty Unit Charge Per Extension BASE FEE 198.00 1.00 40.5000 GRADING 10,01-100,000 40.50 --------------------------------------------------------------------- ------ Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 226.00 Plan Check Fee . Issue Date . . . . Valuation Expiration Date 5/03/14 Qty Unit Charge Per BASE FEE 2.00 9.0000 EA MECH FURNACE <=100K 4.00 11.0000 EA MECH FURNACE >100K 2.00 9.0000 EA MECH B/C <=3HP/100K BTU 4.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 7.00 6.5000 EA MECH VENT FAN 3.00 6.5000 EA MECH EXHAUST HOOD LQPEJMKIT 56.50 0 Extension 15.00 18.00 44.00 18.00:• 66.00 45.50 19.50 Application Number. 13-00000558 -- - - - - - - - - - - - - - - -- - - -- - - - - - - Permit PLUMBING Additional desc.. Permit Fee ..407.25 Plan Check Fee 101.81 Issue Date Valuation . . . . 0 Expiration.Date 5/03/14 Qty Unit Charge Per Extension BASE FEE 15.00 40.00 6.0000 EA PLB FIXTURE 240.00 1.00 15.0000 EA- PLB BUILDING SEWER 15.00 16.00 6.0000;EA PLB ROOF DRAIN 96.00 1.00 12.0000 EA PLB INTERCEPTOR 12.00, 1.00 .9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 3.-0000 EA PLB GAS PIPE -1-4 OUTLETS 3.00 3.00 .7500 EA PLB GAS PIPE >=5 2.25 1.00 15.0000 EA PLB GAS METER 15.00 -----------------------------------------------.---------------- Special Notes "and Comments' GRIFFIN RANCH CLUBHOUSE 10095 SQ. FT., WITH 4408 SQ. FT. COVERED PATIO OCCUPANCY IS"A A-3 , S-1. FIRE SPRINKLERED AREA IS 14503 SO. FT. - October 10, 2013 12:31:21 PM jjohnson ------- - - - - -- -------------------------------------- Other Fees ART IN PUBLIC PLACES -COM 4280.66 BLDG STDS ADMIN (SB1473) 36.00 DIF CIVIC CENTER -.COMM 6450.71 DIF FIRE PROTECTION -COMM 3634.20 GRADING PLAN CHECK FEE'. 22.50 MULTI -SPECIES (MSHCP) FEE 37773.72 STRONG MOTION (SMI) --COM 179.79 - TUMF: RECREATIONAL 56236.42 DIF STREET MAINT FAC -COMM 2543.9.4 DIF TRANSPORTATION - COMM 57016.56 Fee summary Charged Paid Credited Due - .- ------ ---------- Permit -- - Permit Fee Total 4220.15 .00 .00 4220.15 Plan Check Total 2248.02 1800.00 .00 448.02 Other Fee Total 168174.50 .00 .00 168174.50 Grand Total 174642.67 1800.00 .00 172842.6.7 LQPERMIT BUILDING DEPT. PLANNING DEPT. � PUBLIC WORKS/ENGINEERING (P.M 10 BURRTEC) FIRE :DEPT:, COACHELLA�VALLEY WATER DISTRICT FEES (BUILDING DEPTe) 600084 Z lot 't y W` fN J, K, �t� iia 1 u Yr, ja�.:i 4' yIt . ,Y •^c . �. a Rf y t.. ; f TBAVERY® -READY INDEX. BUILDING DEPT. PLANNING DEPT. � PUBLIC WORKS/ENGINEERING (P.M 10 BURRTEC) FIRE :DEPT:, COACHELLA�VALLEY WATER DISTRICT FEES (BUILDING DEPTe) 600084 WHEN RECORDED MAIL TO IOTA Griffin, LLC Cb Sabal Fandal Group, L.P. 4675 MwArthur Ct Suite 1550 Newport Beach, CA. 92660 Attn: James Stockhausen MAIL TAX STATEMENTS TO IOTA Gdfrm, LLC Go Sabal Fina tclal Group, L.P. 4675 MacArthur CL SufDe 1550 Newport Beadt, CA 92660 Attn: James Stockhausen DOC # 2013-0014192 -01109/20113 02:44 PM Fees: $49.00 Page 1 of 8 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk 8 Recorder "This document was electronically submitted to the County of Riverside for recording" Receipted by: MORRIS �S�aoe�ba ore tl��ne for nmordera cue ordy - Trustee Sale No 465327 Loan No. Title Order No. TRUSTEE'S DEED UPON SALE APN See Exhibit W The undersigned grantor declares: 1) The Grantee herein Mn the foreclosing bensfidary. 2) The amount of the unpaid debt together with Costs was ............................. .......$38,675,668.21 3) The amount paid by the grandee at the trustee sato was ......................................... $15,000,000.00 4} The documentary transfer tax is.........................................................:.................... $o 5) Said property is in Rhmmide and -Firs Amerman-Title-Irnsurence Canpany-(herein calved Trustee), as the duly appointed Trustee under the Deed of Trust hereinafter described, does hereby grant and convey, but without Covenant or warranty, express or Implied, to IOTA Griffin. LLC, a California limited liability Company (herein called Grantee), all of its right, title and Interest In and to that certain property situated In the County of Riverside, State of California, described as follows: See Exhibit W attached hero and incorporated by reference herein for real property; and See Exhibit "W attached hereto and incorporated by reference hereln for personal property RECITALS: MIS conveyance is made pursuant to the powers oonl3u:ned upon Trustee by that certain Deed of Trust dated 02/14UM and executed by GRIFFIN RANCH, LLC, a California limited liability Company, as Trustor, and Recorded on February 16, -2005as=Document-Number 2006-0125518=and=subsequw*:molded-pursuant-tlwee-- eaNw Agmgmenta- as follows: December 27, 2007 as Document Number 20074766035; August 18, 2008 as Document Number 2008- 0455582; October 16, 2009 as Document Number 20094538323 of omcial records of Rinerside County, CaMbmia, and after fullilbnent of the conclitioris specified in said Deed of Trues authorizing this Conveyance. Default occurred as set forth In a Noboe of Default and Election to Sell which was recorded in the Offioe of the Recorder Of Mild QO-W-ftAndA-ucn>defautl_abli,existed-at_Ihe_time-of_sala Ali requirements of law regarding the maft of copies of notfoss or the publication of a copy of the Notice of Default or the have so oomphw of the � of the Notice of Default and the posting and pub ication of copies of the Notice of a Sate MAY 012013 CITY OF LA QUANTA COMMUNITY DEVELOPMENT WHEN RECORDED MAIL TO IOTA Griffin, LLC Go Sabal Financial Group, L.P. 4675-MacArthur-Ci-9uite 1550 Newport Beads, CA. 92660 Attn: James Stockhausen MAIL TAX STATEMENTS TO IOTA Griffin, LLC do Sabal Financial Group, L.P. 4675 MacArthur Ct Suite 1550 -Newport-Beach; CA. -92660- Attn: Jamas Stockhausen Trustee Sale No. 465327 Loan No. Title Order No. Space above this tine for recorders use orgy TRUSTEE &D€-ED=UPON--SAL--E- APN See Exhibit "A" The undersigned grantor declares: 1) The Grantee herein was the foreclosing beneficiary. 2) The amount of the unpaid debt together with costs was .......................................... $38,675,668.21 -3)- The-amount.paid:by>the-grantee-at-the=trustee=sale=was..........................................$-t6-000-000-00- 4) The documentary transfer tax is ............................................... $0 ........ .............. 5) Said property is in Riveid and First American Tide Insurance Company (herein called Trustee), as the duly appointed Trustee under the Deed of Trust hereinafter described, does hereby grant and convey, but without covenant or warranty, express or implied, to IOTA Griffin, LLC, a Califomia limited liability company (herein called Grantee), all of its right, title and interest in and to that certain property situated in the County of_f3keMWe,=S'tate_of_Califomia,_described:as:folbm., See Exhibit "A" attached hereto and incorporated by reference herein for real property; and • See Exhibit "B" attached hereto and incorporated by reference herein for personal property 0 RECITALS: -This conveyance is made pursuant to the powers conferred upon Trustee by that certain Deed of Trust dated 02/14)2005 and executed by GRIFFIN RANCH, LLC, a California limited liability company, as Trustor, and Recorded on February 1e, 2005 as Document Number 2005-0125518 and subsequently modifed pursuant those Modification Agreements recorded as follows: December 27, 2007 as Document Number 2007-0766035; August 18, 2008 as Document Number 2008- 0455582; October 16, 2009 as Document Number 2009-0538323 of official records of Riverside County, California, and after fulfillment of the conditions specified In said Deed of Trust authorizing this conveyance. Default occurred as set forth in a Notice of Default and Election to Sell which was recorded in the Office of the Recorder of said County, and such default still existed at the time of sale. All requirements of law regarding the mailing of copies of notices or the publication of a copy of the Notice of Default or the personal delivery of the copy of the Notice of Default and the posting and publication of copies of the Notice of a Sale -have-been-complied-w the .ti Trustee Sale No. 465327 ' Loan No. Title Order No. 4 STATE OFCA1ikrn%Ol COUNTY OF Sqn Diego -On tiefare me, 7T- VvMi -vrwVVj AD , a-Notary-Public in and -for said* county, personally appeared Vincent Tooco. Foreclosure Trustee proved to me on the basis of. satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they exem ted the same in his/her/their authorized capacity(les), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. , -1=certify=under--P-ENALT.-Y-OF-PERJURY-under-the=taws-of-the-S*U t -of-Califomia--that-the=fbrsegoing-paragraph=is-true-and- correct WITNESS my hand and official seal. A CA�Mrt�N ' Camntaion No.1984118 � ' NOTARY PUMMNft• CAUF01 _ siw aEoo_ca�mr_ ry Public in and for said County and State BeoMtser 14216 f Exhibit "A:' PARCEL A: (APN'S: 767-770-028 THROUGH 046, 068 THROUGH 072, 074, 767-7005, 009, 767-770-047 THROUGH 064, 767-80-001 THROUGH 079, 767-790-001 THROUGH 009, 767- 800-080 THROUGH 086, 767-790-010 THROUGH 071, 767-780-027 THROUGH 033, 037 THROUGH 041, 046 THROUGH 049, 055, 056, 062 THROUGH 068, 767-770-065, 066, 067, 077, 078, 767-780-081, 082, 084 THROUGH 087, 767-790-072, 073, A7 7,_088,_089,_091, 093, 094 AND PORTION OF 767-770-027) LOTS 21 THROUGH 44, INCLUSIVE, 46, 53, 57 THROUGH 232, INCLUSIVE, 250 THROUGH 256, INCLUSIVE, 260 THROUGH 264, INCLUSIVE, 269 THROUGH 272, INCLUSIVE, 278, 279, 285 THROUGH 291, INCLUSIVE, AND LETTERED LOTS D THROUGH H, INCLUSIVE, J THROUGH Z, INCLUSIVE, AA THROUGH-AL,_IN_alSIV_E,-AP,-AND-AT THROUGH -AX, .INCLUSIVE, -OF TRACT NO. 32879, AS SHOWN BY MAP ON FILE IN BOOK 399, PAGES 3 THROUGH 20 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXCEPTING FROM LOTS H, J, M, AF, AJ, AI AND AP ANY AND ALL INTEREST COVERED BY THE TRUSTEE'S DEED UPON SALE RECORDED JUNE 11, 2009 AS INSTRUMENT NO.2009-0298776 OF OFFICIAL -RECORDS -AND -RE-RECORDED JULY 13,_2012-AS-INSMUMENT-NO.2012-0326623 OF OFFICIAL RECORDS AND CONSTRUCTION DEED OF TRUST RECORDED AUGUST 22, 2005 AS INSTRUMENT NO. 2005-0687652 OF OFFICIAL RECORDS. PARCEL "B": (APN: 767-780-8) PARCEL A, AS SHOWN ON EXHIBIT "A" ATTACHED TO LOT LINE ADJUSTMENT LL 06-466 RECORDED MARCH 6, 2007 AS INSTRUMENT NO. 2007-0153274 OF OFFICIAL RECORDS OF _RIVERSIDE _COUNTY, _CALIFORNDL DESCRIBED AS FOLLOW: • LOT 257, TOGETHER WITH THAT PORTION OF LOT 258 OF TRACT MAP NO. 32879, AS SHOWN BY MAP ON FILE IN BOOK 399, AT PAGES 3 THROUGH 20, INCLUSIVE, OF MAPS, RIVERSIDE COUNTY RECORDS, ALSO BEING IN SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., -DESCRIBED-AS-A-WHOLE-AS-TOL-LOWS: BEGINNING AT NORTHWEST CORNER OF SAID LOT 257; THENCE ALONG THE NORTHERLY LINES OF SAID LOTS 257 AND 258, SOUTH 75°2020" EAST A DISTANCE OF 196.69 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 0302235" WEST A DISTANCE OF 150.88 FEET TO A POINT IN THE SOUTHERLY LINE OF SAID LAT 258, SAID POINT BEING THE BEGINNING -OF-A-NON TENT ANG -CURVE, -CONCAVE -SOU -HEAS-ERL-Y,-HAVING A -RADIUS -OF -60:50 -FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 02°1372" WEST; THENCE ALONG THE SOUTHWESTERLY, SOUTHERLY AND WESTERLY LINES OF SAID LOTS 257 AND 258, THROUGH THE FOLLOWING FIVE (5) COURSES: (1) THENCE SOUTHWESTERLY ALONG THE ARC OF LAST MENTIONED CURVE, THROUGH A - CtTNTTtAL -ANGLE- OF -53°54'00", AN -ARC -DISTANCE -OF -56:91 -FEET TSD -THE -MOST SOUTHEASTERLY CORNER OF SAID LAT 257; (2) THENCE RADIAL TO LAST MENTIONED CURVE NORTH 5600722" WEST A DISTANCE OF 22.99 FEET; -(3) THENCE -NORTH 77°40'W" -WEST A-DIS1`ANC E OF �111:94-FEET THD THE MOST SOUTHWESTERLY CORNER OF SAID LOT 257; (4) THENCE ALONG THE WESTERLY LINE OF SAID LOT 257 NORTH 01039'05" EAST A DISTANCE OF 87.94 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 500.00 FEET; 4 -(5) -THENCE CONTINUING ALONG SAID WESTERLY LINE, NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 11047'59", AN ARC DISTANCE OF 102.97 FEET TO THE POINT OF BEGINNING. PARCEL "C: (APN: 767-780-089) PARCEL. "B AS SHOWN ON EXHIBIT "A" ATTACHED TO LOT LINE ADJUSTMENT LL 06-466 RECORDED MARCH 6, 2007 AS INSTRUMENT No. 2007-153274 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DESCRIBED AS FOLLOWS: THOSE PORTIONS OF LOTS 258 AND 259 OF TRACT MAP N0.32879, AS SHOWN BY MAP ON FILE IN BOOK 399, AT PAGES 3 THROUGH 20, INCLUSIVE, OF_MAP_S,_RIVERSIDE COUNTY RECORDS, ALSO BEING IN SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 257 OF SAID TRACT MAP N0.32879; THENCE ALONG THE NORTHERLY LINES OF SAID LOTS 257 AND 258, SOUTH 75°2020" EAST A DISTANCE OF 196.69 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY ALONG TK -NORTHERLY -LINES -OF. SAID -LOTS 2W -AND 259, SOUTH 7502020" EAST A DISTANCE OF 120.24 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 14°39'40" WEST A DISTANCE OF 140.02 FEET TO A POINT IN THE SOUTHERLY LINE OF SAID LOT 259, SAID POINT BEING THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 220.50 FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 13055'16" EAST; THENCE ALONG THE SOUTHERLY -LINES OF_SAID_LOTS-258-AND 259, THROUGH -THE FOLLOWING THREE (3) COURSES: (1) THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03038'48", AN ARC DISTANCE OF 14.03 FEET, 12) THENCE TANGENT TO_LAST-MENTIONED-CURVE-NORTH 73°4332" WEST -A-DISTANCE-OF 63.94 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 60.50 FEET, (3) THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12029'50"1 AN ARC DISTANCE OF 13.20 FEET A RADIAL LINE PASSING THROUGH SAID POINT -BEAR.S_NORTH-02013122" WEST; THENCE LEAVING SAID SOUTHERLY LINE OF LOT 258, AND NON TANGENT TO LAST MENTIONED CURVE, NORTH 0302235" EAST A DISTANCE OF 150.88 FEET TO THE TRUE POINT OF BEGINNING. PARCEL "D": (APN: 767-780-090) PARCEL "C", AS SHOWN ON EXHIBIT "A" ATTACHED TO LOT LINE ADJUSTMENT LL W-466 RECORDED MARCH 6, 2007 AS INSTRUMENT NO. 2007-153274 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DESCRIBED AS FOLLOWS: THAT -PORTION -OF -L CYT 259 -OF TRACT -MAP -N0.32879, AS 5}LOWN BY MAP ON FItF IN BOOK 399, AT PAGES 3 THROUGH 20, INCLUSIVE, OF MAPS, RIVERSIDE COUNTY RECORDS, ALSO BEING IN SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 FAST, S.B.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 259; THENCE ALONG THE EASTERLY AND SOUTHERLY LINES OF SAID LOT 259, THROUGH THE 0FOLLOWING THREE (3) COURSES: 11) THENCE SOUTH 14°39'40" -WEST A -DISTANCE -OF -140.00-FEET-TIO-THE-SOUTHEAST CORNER OF SAID LOT 259; .. 9 '9NINNI939 30 J NIOd 3Hl OJ. J33J 00'S6 JO 3DNVJSIa V JSV3-OLOZoSL HUIOS 3Nn Alb3HIWN (INS SNOW 33MRL .65Z -Lal DIVS.-4O-3Nn- AlH3HiWN -3H1 Ol J.33J ZO'OWT i0 3DNVlM(3 V .1M n01F,6£o111T RLAON '3A= C13NOUMW IM OLL 1N3DWI--NON aNV '6SZ JAI 30 3Nn AWRLfIOS dIVS 9NIAV3l 33MRL :M A SSo£T KLMON SWA i.Niod 4IV5 H9f1omi SNWVd 3NIl -mm V'133d sg,z Jo 3c)NVJSI(i:)w NV'„WLbboOO JO 319NV WHlN3D V H9MllNL'3AbfU GM JO :)W 3H19NOlV Ala31S3M 3DN3Hl (E) `J333 OS'OZZ JO Sf1IaVw V 9NIAVH ',kiaH m 3AVDNOD-'3AW D-J:N39NVl V JO DNINNM39 3Hl 0.11-334 ST'Z6 JO 3DNVM(3 V 1S3M nOZ OZ*St HINON 3DN3Hl (Z) • BExhibit "" (a) .Lamed• The land described in Exhibit 'A' (the 'land'), together with all buildings, structures, additions, improvements, facilities, factures and other property, now or hereafter located in, upon or under, or based at, such Land (the OPremiswy -(b) _Easements. All easements, rights of way or uses, licenses, privileges, franchises, servitudes, tenements, hereditaments and appurtenances now or hereafter belonging or in any way appertaining thereto, including, without limitation, all right„ title and interest of Trustor in any street, alley, or sidewalk, open or proposed, and in front of, adjoining, adjacent or contiguous thereto, and all rights and estates in reversion or remainder, (c) Leases. All leases, rentals, revenues, payments, repayments, income, charges, moneys, issue$ and _Profits -thereof; (d) Inaurance. The proceeds from any insurance or condemnation award pertaining thereto, or compensation in lieu thereof, including, but not limited to, any award or compensation for the alteration of the grade of any street or any other injury to, or decease in the value of, the Trust Property, -(-e)Cations. -All-of-Trustor'-s-right,-title,-interest,-estate, claim and demand, either at law or in equity, in and to all architectural, engineering and similar plans, specifications, drawings, renderings, profiles, stud' shop drawings, marts. plats, permits, surveys and the like, all sewer to op UUIWen, bonds, sureties and the tike, relating to the Premises or appurtenant errant f and allocations, and all agreements for about the Land; appurtenant facilities erected or to be erected upon or (f) Contras. All contracts and other_agreements-for.sale-of-any-of-the Trust -Property -or -any -part -thereof or interest therein, now or hereafter entered into by Trustor, and all right, title and interest of Trustor thereunder, including, without limitation, all right, tide and interest of Trustor in cash or securities deposited thereunder to secure the performance by •the contract Purchasers of their obligations thereunder, and including, without limitation, the right to receive and Coe by the proceeds thereof, (9) Cons nmumrr Contracts. All of Trustor's rights, -powers and -p - dlege _(but-notA e_burdens-and-obligations)-under any construction Contract or ar+chitect's (or engineer's) agreement now or hereafter entered into by Trustor relating to the Trust Property, and all bonds and surety agreements related thereto; (h) Development Contracts. All contracts and other agreements, if any, relating to the sale, lease, brokerage, development, management, maintenance and/or operation of the Trust Property (or of any part thereof or interest therein) or otherwise pertaining thereto, including, without limitation, franchise agreements; (r) Commitments. AM rights of Trustor under any commitment for any other loan secured by the Trust Property or any part thereof or interest of Trustor therein; U) Intal. All right, title and interest of Trustor in all tradenames, trademarks and/or service narks hereinafter used in connection with the Trust Property, and all Contract rights and contracts, franchise agreements, general -intangibles, -actions -and -rights -of action, -accounts, -deposit accounts, -Instruments, letter of credit rights, supporting obligations, investment property, documents, chattel paper, deposits, prepaid expenses, permits, and licenses, owned by Trustor and used in connection with or related to the Trust Property or in the possession or control of Beneficiary; (k) fgui Ail machinery, apparatus, equipment, fittings, Mures, inventory, appliances, furniture and articles of personal property of every kind and nature whatsoever, other than consumable goods, now or hereafter located in or upon said Premises or any_pert thereof,_owned-by Trustor-and-used-or-useable-in-oonnecton with any present or -future operation of said Premises (herein collectively called 'EqulpmenY), Including, but without limiting the generality of the foregoing, all heating, lighting, laundry, incinerating, plumbing, lifting, cleaning, fire -prevention, fire -extinguishing, refrigerating, ventilating, communications, air-conditioning and air-cooling equipment or apparatus, engines, pipes, pumps, tanks, motors, conduits, switchboards, elevators, escalators, shades, awnings, screens, storm doors and ,windows, stoves, wall beds, refrigerators, attached cabinets, partitions, duds and compressors, and all of the right; title and interest of Trustor in and to any Equipment which may be subject_to_any-conditional- bill- of -sale, -chattel -mortgage -or security -interest superior to the Bari or security interest established by the Deed of Trust; • • LARRY W. WARD Recorder C COUNTY OF RIVERSIDE P.ORiy Beac751 Itivaside, CA 92502.075 r ASSESSOR -COUNTY -CLERK -RECORDER (951)486•7000 -caro DOCUMENTARY TRANSFER TAX AFFIDAVIT Website: v+ww.riversideatx IN WHO-MAKES,+iv�r Iu,.Ti lAl WARM_ An►Y-P MS DOCUMR.N7 ARY MISREPRESENTATION OF FACT' FOR TAE PURPOSE OF AVOIDING ALL OR ANY pART TRANSFER TAX IS GUH.TY OF A M1SDEN ANOR UNDER SECTION S OF ORDINANCE 516 OF THE COUNTY OF RIVERSIDE AND IS SUBJECT' TO PROSECUTION FOR SUCH OFFS+&, ASSESSOR'S PARCEL NO.Coa I declal+e that the documentary Property Address: _�C{ 5 S th transfer tax for this c— �� –�►��/ transaction is:-$�_, If this transaction is exempt from Documentary Transfer Tax, the reason must be identified below. I CLAIM THAT THIS TR4NS4CI70N IS EXEMPT FROMDOCUMENTARY TRANSFER TAX BECAU SSE: (77ke eaGioss below erne lobar finer the ReHaarre and Tmcallon Codi Pk=e cher& one or VVIadn in VlharIt) 1. _ Section 11911. The document o is a_lease.for a.term-of lthan thirty_five (35) years (;,�I,;aiog ff)• 2. _Section 11911. The easement is mot perpetual, permanent, or for life. 3. _ Section 11921. The instrument was given to secure a debt. 4. _ Section 11922. The conveyance is to a governmental entity or political subdivision. 5. _ Section 11925. The transfer is between individuals and a legal entity, or between legal entities, and does not change the proportional interests held 6. Section 11926. The -instrument -is -from a -trustor -to -a -beneficiary, in -lieu offoreclosure, and no additional consideration was paid. 7. Section 11926. The grantee is the foreclosing beneficiary and the consideration paid by the foreclosing beneficiary does not exceed the unpaid debt, 8. _ Section 11927. The conveyance relates to a dissolution of marriage or legal separation. 9. „ Section 11930. The conveyance is an inter Wvos gift* or a transfer by death, *-Hesse-be-aware-that-informathm-stated-on-thb document may be given to and used by governmental agencies, including the Internal Reveaae Service. Also, certain gifts to excess of the annual Federal gift tax exemption may truer a Federal Gift Tax. In sack cams, the Transferor (donor/grantor) may be required to file Form 709 (Federal Gift Tax Return) wit6 the Internal Revenue Service. 10. _ Section l I930. The conveyance is to the grantor's revocable living trust. 11. _ Other (Include explanation and authority) /DECLARE UNDER PENALTYOFPER/URY THAT THE FOREGOING IS TRUEAND CORRECT: Exeaued This day of J 20D at SCIC, 1 Cc J City s>e Printed Name of Affront Trd'�e EC Lf ago t.oe Name of Firm (if applicable) Address of Affumt Teleph.m-Number of Af%t (including area code) This form is subject to the Cwmrnia Public R For Recorder's Use: ecords Act (Government Code 6250 et.) ACR 521P-AS4EX0(Rev_ 11/2010) Afia.]�QQR.Labei.Here AvwUWe in AharAtive Fomaus -Recording -Documents For: A Title officer: David Bark/Sasho Cannon Date: 01/09/13 _Fax _Number:. -s"50--07-7--I- County s"50-077-1 County of: Riverside Conf irmattion Time: Conning from DPS Brea Total Documents 0 -or er -Number --T e o c Instrument #­ DTTee 1 465327 TDUS* 2U j • OD i H i G}2 H -00 2 4 5 6- "7; 7 ; 6 10 Wron acknoled ment format ' 1/09 @9:23 per David ok to fix 14 Conning from DPS Brea Total Documents 0 P.O. BOX 1504 7 CALLE TAMPICO 8 I, �R('J lTt'� T j1�w A" 0 v✓ UINTA, CALIFORNIA 92253 'A)6 LLC "Sfb-I MLFer Address Vo 6 d.,Z Q t .,, CIrtsh'A I Lob -8 I'fotq,91b. O ress City State Lic. City & Classif. Lic. # Arch., Engr., Designer he 1�ih�e-'1 �S1dCjq�� 8 P ' r de JIAO ;6_2,39.1641 City nn Zip I State S u� Il�c o 191-101 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also urres the applicant for such permit to file a signed statement that he is licensed pursuant to rovisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Sion 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis r the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds 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 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 or the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to Aftation if work thereunder is suspended for 180 days. certify that I have read this application and state that the above information is correct. ree 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 4V3_��� APPLICATION ONLY 0 BUILDING: TYPE CONST.Q P. OCC. GR A.P. Number 761',6 '0I 1^Gt/J Legal Description L.-t—w e���&cl—O G �2,631 Project Description (010 S !6la w d ie % k 0 n h Sq do/C ROA- r I' -&6I .%%A)f C(; IIv, 0"i �Tn ���k Sq. Ft.�u QG,s No. No. Dw. Q Size f Stories l Units New)l Add ❑ Alter ❑ Repair ❑ Demolition ❑ Valuation 6, 0 3 S, 0 0 0,0 0 PERMIT Plan Chk. Dep. 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 tl, r Ir fr PnteLLine Side Setba Rr m ProoeQLine n FINAL DATE Issued by: Validated by: Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE C Coachella Valle Unified Shool District Valley This Box For District Use Only 83-733 Avenue 55;: Thermal; 'CA- 92274 DEVELOPER FEES PAID (760) 398=5909 — Fax (760) 398-1224 i AREA: AMOUNT LEVEL ONE AMOUNT:';: LL'VL'L TWO AMOUNT:- : MITIGATION AMOUNT: COMM/IND: AMOUNT: " DATEi RECEIPT:' - CHUCK #: - INITIALS CERTIFICATE OF COMPLIANCE :.:.: (California Education Code 17620.) .7 Project Name: Griffin Ranch Date: ' November 7, 2013 Owner's Name:..10A/McComic Griffin LLCa Phone Na 619-8:18.-3596 Project Address- 81181.MervGriffin Way' LaQuinta,: CA,.:. Project Description: New Griffin Ranch Clubhouse Facility APN .76.7-320-999 Tract #::: -: Lot #'s:: • ... Type of Development:.:" : Residential , ...: Commercial:. XX!:.:.: Industrial: Total Square Feet of Building Area: _ .109095 Certification.of Applicant/Owners: The person signing certifie t a e above information is correct and drakes this statement under:: penalty of.perjury and further represents that he/she is.authorized to i on behalf of the owner/developer.: Dated: November 7; 2013 Signature:. . SCHOOL DISTRIC.T'S.REQUIREMENTS:FOR THE ABOV PROJECT HAVE -BE'EN.OR WILL BE.SA:TISFIED IN ACCORDANCE WITH ONE OF THE"FOLLOWING: (CIRCLE ONE) Education Code_ Gov. Gov. Code.": Project:.:::.;: Agreement Existing Not Subject to Fee 17620 65995 Approval - Prior to 1/1/87.. " Requirement . . .. .. ... ... Note: .... ......... .. Numher of Sq.Ft. 10,095 Pursuant to AB 181:any: room additions, or ;enclosures of 500 sq: ft. or less are exempt from developer fees: Any. mobile Amount per Sq.Ft. $.51 homes bei ng. relocated within the same school district's:.•: Amount Collected• $5148:45 jurisdiction are exemptfrom developer. fees. • Building Permit.Application Completed:. Yes/No By: Elsa F. Esqueda, Director. of Facilities and.Maintenance Certificate issued by;'Laurie Howard; Secretary Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST .OF FEES AND STATEMENT OF FEES ... Section 66020 of the Government Code asserted by. Assembly Bill 3081, effectivejanuary 1, 1997, requires that this District provide (1) a•written notice to the project appellant, at the time of payment of school fees, mitigation payment or other'exactions ("Fees' )',:of the:90-day period to. protest the imposition of these. Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that. the 90 -day protest period in regard to such Fees or: the validity thereof, commences with the payment -of the fees or performance of any other requirements as described in section 66020 of the Government co de. Additionally, the amount.of'the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a. Certificate of Occupancy. As. in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty ;(30) days from the. date: ofissuance. Extension will be: granted only for good cause, as determined by the School District, and up: ! to three (3) such' extensions may be granted. MV:c/InydocVdcvtees/certificat e ofcon'Ipliance forret updated 3-2007: 11/2010 [tyAp Donatod I F Is 'EUdIng Pormft Number. �PTlect.DescrWir New Commercial. �xExempt13 (MaterFde MayGuntebhwerdwevisdemstd nut Kubjact to MYCOM ptcw*m) nst bris Management Plan "11/82013 . 81181Mery .GrnnWay .6nnar Hontes of CaUfornlB, Inc. * 1d collo :Coiona, CA 92789. ..La"Y LJobel I Randy Schmeder tdpripv 861268;4890 1051-617-3663 .ptr .. Lonnarflomes.ofCallfornkp, Inc. RO.. - 980 MordedtD DdM w r.d'Corpllq,. CA 92788 vel If irded: tuct Tons ash 20.90 N.Im7tmbl. pr"w 116ft 11:0. Lg:LO Racyciebb Masomy (broken) lack"0.00 R..O.M: Plaster .e,d - -T._63 R -j" Scrap mewl ;Isd , 0.00 R"Wa THo (floor) rete _ .88 70- RwAdft Th (roof) "U.. —0.65 RMAW. Wood I . Se.:' OTO_ RWA*., Landscape Dabds is %,-Trish Projeagd DhwWon*. D.7 "m hn4z ccmr. I hereby cs" thed cumpieum, Unplamentift w4 aftsame of the rer the abevp named pr -)-d ehm guwmt.. OM ed IMM 50% Or th-)chd- waste I- dIvartW ftdjj wol be mcycW cK reumd. I wN dtvat tot maycRng w -um ramekdrV matadd- = ihicO.theiampkVmdftprcWtn�� rdv4thtbpb�TKPDMPis ) ohd AWI mndn Ihetr va" ftwjdh-4 'he c-mairmuen m&w darnallumn Int ef the mm may obtaln a DMP far the owner. Hayem. ft DMP is aM Issued In Ihe I the owner r@bM@ legal wanilbft for enstwIng that Me pmAgbna of Um DMP are ad?wscl aW =1rector and be Mot Idenred ef the fturuim pmgrasa ftough We—ft repoft If m 0. Kqed ago mut be ww to en mppmd mycler a traneter abmn., 0 0 0 0 CONSTRUCTION NOTES CONCRETE PAVEMENT NOTE EONS I NUGIION GALL -OUTS E7o A^ ®od^ Dow^ mom =Ir ®mom 000 ©o _ C:) o :a 93 m: ma — ®� a o o a - �— m- o �- m-v. -p_ oo— mp_ m- pw ED ®4 NgT�HLINE�SEE SHEET LI3 � p w a® VZ . V. on wcr.v `r...=_y— ® ca.atx��urux L.1.1 NpPr � C(Vbst pbto "l � jccb,Ss C o�jCRLvtv I EDo Oo® ® o �r oo- D 0 cue —oo _ae C:3 a� ©v - 0 —_ 0 0 0 a4._...�.- 13 0s m m_ o— o �- o• o¢ om e• y�� W cn .D O' z a U z u z x ol �, .:'.l++iW, i9::^Yky Civ .+ct; .:;�'} } / �� , �� • � ,. •"fit > t r y � ` � j • 1+ ZL, r n . • 1 all pp T s f 44� Building & Safety Department 78-495 Calle Tampico - �� 9w5 PO Box 1504 OF La Quinta, CA 92253 ' (760) 777-7012 voice —, (760) 777-701 T fax r n , To: Greg Butlerr, Building Official To PD: November 4;'2013 From: Les Johrnson, CDD Director - Due date: ASAP - Permit # - 13-558 Status: 2"d review Building. Plans Approval (This is an approval to issue a Building Permit) The Planning Division has reviewed the Building Plans for the following project: Description- GRIFFIN RANCH CLUBHOUSE (AT -RISK). • Address or general location: 81=181 MERV GRIFFIN WAY Applicant Contact: SCOTT MCFERRAN, (619)818-3596•- The Planning Division finds.that: ❑ ...these Building Plans do not require Planning Division approval. ...these Building Plans are approved by the Planning Division. .0 ...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 Planning Division for review. Les Johnson, Community Df elopment Director Date Note: PLEASE RETURN PLANS WITH- GREENSHEET TO THE BUILDING DIVISION.. ; . . 5 , •, i /�u r� d' gm Z i P.O. Box 1504 r: LA QUINTA, CALIFORNIA 92247-,1504 78-495 CALLE TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (76,0) 777-1101 April 1.6,.2013 Mr. Scott McFerran Decatur Advisors PO Box 2016 Carlsbad, CA 92018. , RE: PRELIMINARY REVIEW 2013-053 GRIFFIN RANCH CLUBHOUSE REVISIONS Dear Mr. McFerran: . Staff has reviewed the subject proposal, based on the preliminary review application and plan submittals of March 4, 2011 At this time, staff offers preliminary comments, listed below, for your consideration. • The purpose of a preliminary review is to provide the City's various development review departments an opportunity to assess a potential project's preliminary concept plans, to provide general comments and identify any fatal flaws or significant design issues prior. to a formal application submittal. Consequently, this letter is not all inclusive in terms of identifying. every review item associated with this proposal. These comments are intended only to provide conceptual design guidance and do not represent a complete technical design review.' They are subject to change due to individual site and project conditions, timing of the formal application submittal, .City policy and code revisions, etc. They shall not be considered final and/or all encompassing. More detailed review would occur during the formal application review process. PROPOSAL Based on the information -submitted, the proposal consists of an approximately 10,000 s.f. clubhouse design, which will replace the current approval fora 21,200 s.f. clubhouse under Site Development Permit 2006-872. The proposal includes two phases of improvements which will ultimately result in development of lighted courts for tennis (3), pickleball (2), a main pool/spa area, an enclosed dog park, a putting green, several themed garden areas and parking for 59 cars and 7. golf carts. It is located on the existing approved clubhouse site, bounded by Mery Griffin Way and Secretariat Drive. APPLICATION REQUIREMENTS The following application requirements currently apply to this proposal. These t. applications are on the Community Development Department webpage of our City website, at www.la-guinta.org. A fee discount of 50% applies to all applications subsequent to the most expensive application (excluding any environmental review fees). You may submit one check for all fees payable to the City of La Quinta. NOTE: Please be advised that a revised fee schedule was adopted on March 19, 2013; if the applications referred to below are submitted on or, after. May 20, 2013 the new fees as noted in parentheses will be applicable. A .revised fee discount of 75% would apply only to the minimum fees and the hourly billing rate of $143/hour. • A Specific Plan Amendment application is required, with a fee of $2,000.00 (beginning May 20, 2013: $2,360.00 minimum, billed thereafter on a per -hour basis at $143.00/hour). The existing Specific Plan (SP 2004-074, Amendment #1) remains valid and established the clubhouse size at a range of 20 to 35 KSF, as well as citing a minimum requirement of 80 auto parking spaces and 15 golf cart spaces. All proposed deviations from the existing approved Specific Plan, require an amendment application to be filed. The amendment can be in the form of a complete revised document, with changes clearly noted. Alternatively, it may in an outline summary of changes proposed, with the format to be approved by the Planning Division prior to submittal. NOTE: Specific plan amendments are subject to Indian Tribal consultation procedures under SB 18 requirements. Additional processing time to accommodate the SB 18 review schedule may be required. An amendment to the approved Site Development Permit (SDP) application is required, with a fee of $375.00 (beginning May 20, 2013: $2,145.00 minimum, billed thereafter on a per -hour basis at $107.25/hour). All materials required by the application, and stated in this letter, shall be filed. This includes complete, detailed architecture, civil, landscaping, and lighting plans as required and set forth in the application. Other required application materials are as follows: ✓ A Preliminary Water Quality Management Plan (WQMP) ✓ A Preliminary Precise Grading Plan, to include ADA accessibility routing ✓ Need to refine hydrology and drainage report for TR 32879 ✓ Provide update letter for Soils Report ✓ Provide PM10 Plan and WDID number ✓ Provide a traffic memo to address reduction clubhouse square footage • No review under the California Environmental Quality Act will be necessary. Please include a copy of this letter with the applications and their accompanying materials. These applications are on the Community Development Department webpage of the City's website, at www.la-guinta.org. There are other fees that are applicable post -project approval, including a Multi Species Habitat Conservation Plan (MSHCP). fee, Development Impact Fees (DIF), and Transportation Uniform Mitigation Fees (TUMF) that will be due as part of building permit processing. Additionally, the fees quoted herein do not include costs such as 01 plan checking,, permit fees, bond requirements' and others not considered here. More, • specific fee information can be obtained by,_ contacting individual, City Departments; as,1 well as on the City's website PRELIMINARY DESIGN REVIEW ` ' -With regard =to preliminary• review ' of- the proposal forr`significant :design issues, they following -comments from City Departments are noted for' your consideration. 1 - PUBLIC WORKS DEPARTMENT- COMMENTS" Please contact the Public Works Department with any.. questions regarding the following..,. comments/required Items: �; i -.. .`A"' • -mak " _ •. •. _ .. - Indicate typesV, trucks entering the site and ?show truck turning 'radii on precise,' grading plan, at the entrance -and for,the roundabout in front of the clubhouse FIRE DEPARTMENT COMMENTS- �� _ '•~s+:� The Fire -Department completed their review and no immediate design .concems"were noted. Please be advised that final comments/conditions will be addressed during the formal application review. However; it is strongly suggested that you discuss your project in more detail with Jason Stubble, -Fire Safety Specialist with,Riverside County ' • .Fire; at 760=863-8886.., T BUILDING AND SAFETY•DIVISION COMMENTS At this time, there are no major concerns in regard"to the•preliminary review plan set for the Griffin Ranch Clubhouse: �" d Items such as Allowable Area. Analysis, Exiting, Minimum Type of Construction, Exterior Wall Construction (based on Proximity to •property lines), Accessibility, Minimum Plumbing Fixture Analysis, etc. shall be addressed'"during building permit .application + process. A has also- been acknowledged that .an at-tisk building permit plan check submittal may occur in the near, future. i Please contact Burt Hanada,- Plans Examiner, La• Quinta Building and Safety at 760-, •777-7012 to discuss your project in more detail, or with any.questions you may.have. ` PLANNING DIVISION COMMENTS,';., �• _ , { , ' Land Use/Zoning - Based on the information received as part of this Preliminary Review application the Planning Department did not identify any significant, issues related to • underlying -land use or zoning. In addition, the proposed. development was previous , • analyzed in accordance with the California Environmental Quality Act (CEQA) during the approval process for the last Specific Plan Amendment and -Tentative Tract Map, �` which added the easterly 90 -lot subdivision to the original Griffin Ranch project. Therefore, no new environmental studies are necessary for this proposal. Specific Plan Relationship - The existing Specific Plan (SP 2004-074, Amendment #1) remains valid and will need to be amended for clubhouse size and parking standards set forth in the document: The specific plan establishes a clubhouse size standard in the 20 to 35 KSF range; the proposed clubhouse is below this range at 10 KSF. In addition, a minimum requirement of 80 auto parking spaces and 15 golf cart spaces are cited in the specific plan, while the proposal provides 59 auto and 7 golf cart spaces. All proposed deviations from the existing approved Specific Plan require an amendment application to be filed. The amendment can be in the form of a complete revised document, with changes clearly noted, or as a summary of changes proposed. The listing of Clubhouse Permitted Uses on page 34 of the document needs to be compared with those incorporated for the revised clubhouse design, and the list should be generalized to avoid highly specific use designations. For example, allow "Outdoor Game Courts — lighted and unlighted", instead of specific types of game courts. As a general advisory note, the specific plan should also be reviewed by the Griffin Ranch project team for conflicts with the overall project concept as it exists today, and as may be revised in the future. Since its last approved amendment in April 2007, the project has undergone several apparent changes that include elimination of the Saddle Club, a reduced emphasis on equestrian activities, and now a reduction in the original clubhouse intensity. There may be other potential changes being considered (i.e. product -related revisions, permitted uses, etc.) that should be planned for and reflected in the specific plan document, which could help avoid the need for future amendments. Site Layout/Design and Other Comments • Addition of more golf cart and bike rack stalls is suggested. • Provide a clear pedestrian access from the northwesterly parking area to clubhouse entry, to include ADA accessibility. • Provide information on any game court, parking lot and other active area lighting to be provided. Complete lighting plans shall be submitted as outlined in the Site Development Permit Application. • Provide information. on what activities are envisioned for the three recreational lawn areas (Site Features Key 2). • The hitching post (Site Features Key 27) — reduced emphasis in equestrian theme with loss of Saddle Club? Any new plans for pasture area to west of clubhouse lot? • Address TT 34642 revisions relative to Saddle Club changes if any. 0 • Be consistent in landscape design with the specific plan planting palette pp. 47-49, and/or revise the specific plan plant palette as necessary to be consistent. 0 • Revise clubhouse exhibits 37 and 38 in the. specific plan: • Update Phasing Plan discussion in the specific plan, pp. 20 and 21 As a reminder, this letter is not an all-inclusive listing of every potential issue associated with this project. These comments are intended only to provide conceptual design guidance and do not represent the more thorough-, detailed technical design review that would occur with the formal application review process.All* comments are subject to change due to individual site and project conditions, timing of the formal application submittal, City policy and code revisions; etc. They shall not be considered final.and/or all encompassing. -1 hope that these comments are helpful to you in preparing a complete, formal application, and in providing. a fair assessment of what will generally be required of this project. Should you need any clarification or further information in regard to this matter; please do not hesitate to contact me. Very truly yours, , Wallace Nesbit " Principal Planner c: Jason Stubble, Riverside County Fire Amy Yu, Public -Works Department -Burt`Hanada,_Building.and Safety Divisions, • - Building & Safety Department 78-495 Calle Tampico La Quinta'CA 92253 (760) 777-7012 voice — (760) 777-7011 fax r To: Greg Butler, Building Official To: PD: June 13, 2013 From: Les Johnson, Community Development Director Due date: ASAP Permit #13-55.8 Status: 1ST Review Building Plans Approval. (This is an approval to issue a Building Permit) CVMSHCP Applicable Fee N/A` The Planning. Department has reviewed the Building Plans for the following. project: • Description: At Risk Review- Address eviewAddress or general location: 81-181 Mery Giffin Way APN: 767-780-085 Applicant Contact: Scott McFerran ph: 619-818-3596 The Planning Department finds that: D ...these Building Plans do not require Planning Department approval: ❑ ...these Building Plans are approved by the Planning 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 Planning Department for review. D Les Johnson, Community Development Director Date NOTE: PLEASE RETURN PLANS -WITH GREEN SHEET TO THE BUILDING AND SAFETY DEPARTMENT r f 0 Ti4 41,..4 Building & Safety Department w 78-495 Calle Tampico PO Box 1504 OF La Quinta, CA 92253 . (760) 777-7012 voice — (760) 777-7011 fax ' To: Greg Butler, Building Official ' • To PD: June 17, 2013 From: Les Johnson, CDD Director Due date: ASAP Permit # - 13-558 Status: 1 st review �. Building Plans Approval { ' (This is an -approval to issue a Building Permit) The Planning Division has reviewed the Building Plans for the following project: Description: GRIFFIN RANCH CLUBHOUSE (AT RISK) Address or general location:•81-181 MERV GRIFFIN -WAY Applicant Contact` The Planning Division finds that: ❑ t' ...these Building Plans do not require Planning Division approval. ❑ ...these Building Plans are, approved by the Planning Division. ..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 Planning Division for review. N o Les JJnson,,/Olommunity Development Director Date • Note: PLEASE RETURN PLANS WITH GREENSHEET TO THE BUILDING" DIVISION. i OF MEMORANDUM TO: Building and Safety Department FROM: lf/"'Eric Ceja, Assistant Planner DATE: 8/12/13 RE: GRIFFIN RANCH CLUBHOUSE AT -RISK REVIEW These plans have been reviewed by the Planning Division as at -risk. The applicant will need to obtain City Council approval prior to any building permit issuance for the proposed clubhouse building. The Planning Division does not have any comments at this time. If *you have any questions, please contact me at X7132. Plan Check -Memo (Griffin Ranch) • .�� . - . * , � .fes � - _ `.. t aIlk X CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 7reen Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. • Date:T2Z/ I 313leveloper: 0 \ �� T �^ L l'C Tract No.:��� /� Tract Name: �' 1 +� `Lot No. (s):' �Ad dress(s): Y�r�J UYi^ fn/� i Phone Number: �e following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: r'• r t ❖ CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5'& #7 BELOW TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ,�•:• .COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW WALLS, SIGNS, OTHER: PROVIDE ITEM 96 BELOW 01Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/-:0.1 foot).. Pad Elevation Certificates must be current (within 6 months of.current date). If a precise grading plan creates the pad for approval; please withhold green sheet submittal until a Pad Elevation Certificate can be provided. Attach geotechnical cert cation of grading plan.cce including co2m�n reports from a licensed Soils Engineer. Recently rough g�aded.residential developments which. have a previously approved geotechnical certification are exempt from this requirement. Z3. Attach -recorded final map or title information/grant deed showing proposed. building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10- plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. ✓r Attach a copy of the rough. -or precise grading plan to the Public Works Department showing building locations) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations: ,,7-. Complete and sign the attached water quality management plan (WQMP) exemption form, ' if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.or-q/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building -permit --issuance— -- -- -=— --- - - - - -- -- -- - ---- - - This section completed by City staff. Recommended by,'_� Date: 1 1-22-113 Public Works Distribution: ) Green Sheet to Building & Safety (. ) Green Sheet to Planning Department Declined for approval for reasons) as follow(s), please correct and resubmit: T:1Checklists,- Forms 8 ApplicationsWonns 8 ApplicationsWEEN SHEET cover '& PM10 less than 1 Acre Revised 9-25-09.doc • RECEIVED t MAYO 12013 SEE SET 8 FOR 8089EE S NOTES, IN THE CITY OF LA QUINTA, GOUNTT OF NIVERSIDE, STATE OF RFI/A ' vc L.Ji �url� IPI SHEET 5 OF 118 SHEETS AMEAIII20t f NOTES A1C UM, :Y NAP TRACT MAP � ND. 32 UNII�! ®Ei/E�oP�E��- � �. • .� �• M &MY 4 FOR MOMIlllff NOM NO SOUIDARY MINIMUM,: n �� LOT FM BEING A SUBDIVISION OF A PORTION OF,THE NORTH ONE—HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. BCIOAT[8 SIElT NU►!R K 3 'a/% -22989M M 083. 9009, 9 SCAIE 1'e2�' aoa/9a-aa I& MSA CoNsU' LTIXG, INC MARCH - 2005 �� �a/1"2 - II • ( 303 p� 278 4 _ t _ __�1�4- --- ,, ,, I� -�--.__— LOT •1' 26 � SOB 108 276 _ L O .• 110 I II 4' 278 274 63 INDEX SHEET 2 iB a tOB rob 707 I II I 267 288 ] 268 'AR' II OT 'AN' .288 287 288 LOT •Ao'O�•LS 28 71 119 114 20 > 76 n 78 7e 80 BI LOT I II 1 268 K• •B �1I 42 7 27 IN $ • ztn 286 268 272 8 •J• LOT *AN' II 70 I II 2u ° cA°Lr< 4921 LOT TTLE 0 •AE• 1 fY1lLB4BBi w r at II 284 2B1 280 288 '• 49 OT 'AM' 264 1 r AV 7 I 8 97 Be 82 88 84 . F; 283 2B3 .�8 O 270 68 40 I 11 8 10 d IP[ 12 13 I 28 136 15 ' I 18 O. 78 .. I LOT 'AC' 1 II 14T 2B2 283 288 6 284 LOT=. 38 • 262 288 288 � - - �� 98 47 2 88 I 'L pp wAY 98 86 03 02 86 IU 289 282 f .• 288 800 LOT 6a L 261 ', LOT I 18B 140 µ1 142 µ3 144 74 �Og f L T• A0• LOT •M• b7 'AW' 58 6q 8o 61 88 J B OT • • 166 ' BB 168 $01 VI p ►• 48 y � 18 28 7S 100 B4 81 I O I I 281 287 163 152 ll��- �a •9,+. L07 10 LOT •T• I • ne tb7 .87 I i 288 zeo z9e 302 82 203 �0 781 182 1188 177 169 r 189 184 180 B70Y Ld PARY DR 9/6 mw 9/A 2a 101 O OT 102 c•eB �4�i? ee �. 1 II • ( 303 p� 278 4 17 72 18 109 104 I� 278 277 A O �.0. LOT •1' 26 � SOB 108 276 � L O .• 110 I II 4' 278 274 63 OT •1•8 iB a tOB rob 707 I II I 267 288 ] 268 p O 43 b 28 71 119 114 II 260 279 , 64 LOT 16 f t18 t0 118 II 1 268 K• •B �1I 42 LOT 'AO- I 27 IN II II • ztn 286 268 272 8 •J• LOT *AN' II 70 129 122 121 MOI LOT TTLE 1118 � 282 297 271 88 u at 14 28 J LOT 128 µ8 l 264 1 r AV 7 I 8 88 127 128 128 130 F; 283 2B3 .�8 O 270 68 40 I 11 8 10 d IP[ 12 13 I 28 136 15 ' O. 8 .. I 1 198 194 193 tai 191 I 284 LOT=. 38 • 262 288 288 � - - �� 98 SG 88 r- 137 o 1 L 9 36 7 38 84 33 92 91 I — — — - I L 261 ', °1 138 87 18B 140 µ1 142 µ3 144 2B0 1 LOT •M• b7 'AW' 58 6q 8o 61 : OT • • 166 ' BB 168 LOT 'A -H' p•7� WhY v LOT 18 2931 84 17B 188 1 134 LOT 41?— — .� LOT W . M 214 213 212 202 201 181 igp I 1B0 163 152 ll��- �a •9,+. L07 10 LOT •T• I • ne tb7 A AR LOT •AO• •AT• P3b 218 T 218 • 211 217 218 203 �0 781 182 1188 177 169 r 189 184 180 1 LOT 248 298 0 23 I 198 189 182 14 µ8 a w I 210 1U 220 204 13 ne Ise 162 786 I �\ OI 9 237 228 O 00 148 µ8 O — i 228 i : 227 221 209 206 IB8 184 787 183 S 176 180 2ti2 1B1 188 S 148 117 �, I • 241 298 07 r 1 � I t.Ot 0 q. 2321 W ; i OT •R• LOT ' ' �• WAY -.�_ CITY (�1 LA OUINTA i I 242 247 266 216 244 2a9 240 288 1 226 226 23 222 208 207 208 187 188 IBB 1188 186 184 174 173 412 171 170 188 188 1B7 Sol Na 2 O� v - .. T'- 29ea6 — - 1 PAIS. 28a/440 I I I J.N. 1721 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0727 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 November 21, 2013 Project No. 522-13056 13-11-526 IOTA Griffin, LLC C/O Sabal Financial Group, L.P. 4675 MacArthur Boulevard, Suite 1550 Newport Beach, California 92660 Attn: Mr. Jim Stockhausen Project: Proposed Clubhouse Building Griffin Ranch Development La Quinta, California Subject: Compaction Testing — Building Pad Recertification Ref: Geotechnical Update .prepared by Sladden Engineering dated October 24, 2013; • Project No. 544-13056, Report No. 13-03-089 Summarized in this report are the results of in-place density testing performed at the subject site as requested. Testing was performed during the fine grading of the previously rough graded clubhouse building pad. The project site is located within the central portion of the Griffin Ranch development in the City of La Quinta, California. Grading included processing the weathered surface of the previously rough graded building pad along with the placement of minor amounts of fill material (generally less than 1 foot in depth) to attain the planned pad elevation. Compaction testing was performed on November 20, 2013. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the recommendations of the above, referenced geotechnical report as well as the compaction requirements of the California Building Code (CBC) and the City of La Quinta at the tested locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density testing was performed using a nuclear density gauge in accordance with ASTM Test Method D6938-08. A total of 10 density tests were performed. The test results are summarized on the attached data sheet. Laboratory Tests: . The moisture -density relationships for the soil were determined in the laboratory in accordance with ASTM -D Test Method 1557-91. November 20, 2013 -2- Project No. 522-13056 13-11-526 M If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING r Brett L. Ande �4pr N Principal Engineer Qua BRETT L. CO ANDERSON 2C ED No. 045389 m UJ Exp. 9/30114 ^ Comaction/ CIVIL P )g � ENGINEERING s��TF Qom-, FC \P Copies 4 / IOTA Griffin, LLC TEST RESULTS Project Name: Griffin Ranch Clubhouse PROJECT NO: 522-13056 Location: La Quinta, California REPORT NO: 13-11-526 o. Date Tested Location Elevation Dry Density in place % Moisture in place Relative Compaction Maximum Density Clubhouse Pad 1 11/20/13 Per Plan , PG.,. 107.0 10.5 _91 118.0 2 11/20/13 Per Plan PG 114.5 9.9 97 118.0 3 11/20/13 Per Plan PG .' '106.9 7.8' 91 118.0 4 11/20/13 Per Plan PG 108.8 11.2 92- 118.0 5 11/20/13 Per Plan PG 106.2 9.5 90 118.0 6 7 11/20/13 Per Plan PG 114.8 9.3 97 118.0 11/20/13 Per Plan PG 113.3 11.3 96 118.0 8 11/20/13 Per Plan PG 110.9 11.1 94 118.0 9 11/20/13 Per Plan PG 113.2 9.5, - ek*..'96 .118.0 10 11/20/13 Per Plan PG 111.2 10.7 :` 94 ' 118.0 PG=Pad Grade November 21, 2013 Sadden Engineering ( LOT "AW" \ COMMUNITY RECREATION CENTER 233 l tion �r 60 SCALE i 0 R pPa.x, MATE -revr "cAriwjs 236 OCTOBER 21 2013 / MSA CONSULTING. -INC ex~ \ OVER—ENCAVATIONENVELOPE OPE � / --- �� 484.5 _. N,/ / 234 235 l tion �r 60 SCALE i 0 R pPa.x, MATE -revr "cAriwjs 236 OCTOBER 21 2013 / MSA CONSULTING. -INC ex~ PLANNING O CIVIL ENGINEERING o LAND URVEYING,`.` ; November 20, 2013 Ms..:: Angelica Zarco CityofLa Quinta. 78-495 Calle -Tampico + JL La Quinta: -CA 92252 .' RE: Pad Certification — • • � Griffin,:Ranch; Tract Map: No:,32879 r `; ; • JN 1721 _ SDP'2006-872 AMD 1;,, ; 4 Dear Angelica: {. This letter: is to verify that the location.. And elevations :of tithe building padfor the Griffin Ranch Clubhouse, Tract Map No. 3287946s field ,checked by. MSA •Consulting, Inc., and., }: - found to be in substantial conformance with the approved Rough Grading Plan. The: results are as follows: ,,• Address ":Plan::. Field ','!:Difference Clubhouse Pad 484.5 :484;5 0.0.1 If you: have any questions. please contact 60r office. Very truly yours.. 'AL LA S " Douglas_ Redlin; P.L.S. 7964� �o s~ Y Senior rveyor LS No7 c ' Zp Up 3/311 Q } dr: 9TF oP�. 4 EC: Ulrich. Sauerbrey r ` cF cr+��F z . 1 alt 34200 BOB HOPE DkivE' a RANCHO MIRAGE 0:CALIFORNI1 0 92270-, 760=32079811 d' 760-32377.893 FAx­is www.MSACONSULTINGINC.CQM 0 a� . ,r ,��� ;" � of °♦ � •` ^, _ � , 1 �4 ! ,{ ,i t i { t. - • t i ♦ �' ` i r � t { � ' •�-- 1. � .. ; r , ^y • , t - - r �. r �. � � � j � " ` � ) � { . � 1, !, � .» a ,• , ,, • 1 �� � 4 � 1 � i }- � M1` � ,' �. , lam•- . .-y .`*r j� ( t n f 0 Jim Johnson Onm:t: Garcia, Jacqueline@CALFIRE <Jacqueline.Garcia@fire.ca.gov> Wednesday, October 30, 2013 9:02 AM To: Jim Johnson . Subject: Re: Griffin Ranch Clubhouse Good morning James, This is to clarify that Griffin Ranch Clubhouse project shall -be able to pull permits to begin new construction. See below for plans submittal. Underground Plans — submitted and approved - New Construction -submitted and approved Fire Sprinkler System- PENDING Fire Alarm - PENDING Jacqueline Garcia Fire Safety Specialist Riverside County Fire Department $ Fire Protection Planning (760) 863-8886 60) 863-7072 fax , �� f • } 1 1 . PR0qDLY'S0MNG* OF RiVERS10E COUNTY ANDTNECMEOPM BANNING BEAUMoW.,* CALIMESA CANYONLAKE- :c I OACHELLA :015SERT Ii&r SpRikas EASIVALF INDIANWELL . S INPIO JURU12KVALLEY LAkllik NORIE LA Du NT- A MqREN0 VALLEY NoRco DESERT PERRIS RANCHO MIRAGE' .RuamoUx CSD SAN JAOW9, TEhIrCLiLA %MLIDONIAR .BOARD OF , _ SUPEUMSOMS! KEVIN JEFFRIES._ DISTRICT I -�pm TAVAG . uomE JEFF STONE DtST*cT 3 joIqN BENOF DISTM&TA . ":MARION ASHtEY Osmr-T i� zrt ARTMENT :IN:.; POPERATION WrrH T-Hlt-.C-ALjF6RmA DEPART­M'ENT'OF F&R ESTRY;AND FORE PRbTE&l N - 77L&d3ta"s'MdntdAiiiRd.'.:St6.i20l.PaimDdserLCA922114131:-Phone ,(760)8638688:: ao 0ax(760),8634072- WWW.N614.org. .0" eil3;-2013 Marco T. Celedon "34,iW136 hope Rancho chw' Miriage; CA 92270 Re:- tJG-Private W6*idi'§6ivc6:P1an'Review' �LAQl--13'-BN0Ii8.`Griffin R;ah6h dublithise 81.-181metoshmiiiWay M fe ,.iboverefi�'e*-ncc'd-vi'ierpIans have :ce'w r eiie wed nd'ird.acq0t-able'by teRvide-, - 6ount Fire` p eni with owing ndtois; .. following tests PreJhrust Blockftur- 2). Post-Thimi B1ocf:Providp qpncrete.sjurry.tni&sbeet, 50 osi, in exof the rna-kiinik.r.f static press4e.when.,it is inlexcess of 150 ya witnessed fireinspector -e - c - tor. prior 65 coNieringjoints. Test is do' e front che'ck'v"4ire spinipkief Timm. ve t6 f -4) Faire riser flush:(shifllb'6-7pe d bri;tO-the S -pp nkIcr,Sy§t6rri _.9, '5). A final ingbe6fion ig,jie- qui :The Ziirnpleud Co6trad'tc)rsM'dtetW!:'aiid.Tiest Certffidate ibiUndeiground.0i e,shall be: -prov*d-to,d.ie fire inspector Oii6i to a final All questions regar , ding the mepLqing:pf these condi . ticins:shoufd�be,iete,n�,totth6'Eiie, - bepat"t Plafini Engiih6erihgstaif. a t 760) aQ 8886.,. Sinccrely_ �B . y; otel)l aiCia. Fire Safety S*jalist: 0 kz� AuedwOj juppVdS 111 ON MD TSiT�-.qvwl "a —,mATWTJ. 1 ivJ6 --o i i 5NVld :16 13S MAOUddV 21AI. RLIM. 311S 909.1V 29,16NII U1,1033U N0=3dSNI SILL aHv3 flor 9M, 'EQM.l :..j LIU6 VD -PUMUL 1,101133101fel 3UW QNV ANIS31110-410 IN3WIHvd3a VINU0.411VO EE HUM MOLLMi!000 NI AIN J.N3WI2Vd3G. 3did ALN1103 3GlSU3 0 t r 0. w THE Cl OF LA OUNTA, COIFIfY OF RNIRSM STATE OF CALF'Ol A �VeRtl�i� .n➢IIa TRACT NO. 32879 GRIFFIN RANCH - CLUBHOUSE PRIVATE FIRE SERVICE PLAN YAll IOTA GRFF7( LLC ' ilil 1W Ca. NEW POR i a 02M Ani re+v>�norFe .cgvr��at sea :�%%�,.-' �" 'ti / i � � . • .�� y^' I nm�a-.mio;a W ti®OR�'� olgan wan lsalalY��— DIO ALERT ) v+�•! Q -Rfxaxlxa'-ryiN$AurAN-_--n-a.1-NC CRY _ OF LA OUP1T CALffORMA x:rsl ' xwxcx mwn xo. azan Hsl, cusxousc ooum m ' 2 . ... .............. . . lit �� 5- P .xL h.J � 4i 53��(�h,},�%C rr {, / /�L� a �f.. \ } � �}� it :l 'I• �� •f {,lw �;, ����"� _.� ��'`'}; �3Mr5 % ,r„ .� 1. v�'n t�� I � I I _.�"— .—...... -T—.....^. i �sM1'�7 . f�}i Y. �ry,4.,� �-^'/� ECJ E m �.� ��t., i,x.�r•�`�� I� �f9 � j I I . j aaao nre ernvrz { . - � .. •III/-.�q' I EI I` I , \\\`rF .•y� d /i. / A / //( �� I \.�� i.4.:i II :G.f - �\ \ \ �\�. i � - / / // / CLUBHQUSE / � � r I a � r� •I b 1 11i I I � I I Wo 1 � I� X1,4. /// / ,/ rry F��,���,: //: /��/ �-.;. �---•1' - -. — it �.�J . ( r I . .- ! I 1{� � � � i � ' �:s b C / ,='n' -.e1 cowTmmL e• oam {iY "I ) l � � ; ' / / .� oum FeaE smrux �i lilt I 11-4 Amy 'I DIgIA1011DBIALl uu r8'w MSA CONMTO(W In , •w �ncr. wv_ vse CRY'OF LA ONNT C/,LffOR)OA / msm .. imp ro'�h� v w^.:' eNouse�, �m�arnvice aux 2 e . ............. .... _. �____.. ,f .. Jim Johnson Om: DePalatis, Paul<pdepalatis@msaconsultinginc.com> nt: Tuesday, October 29,2013'1058 AM To: Jim Johnson Cc: Scott McFerran (Scott.McFerran@Decatur-Advisors.com) Subject: 1721 Griffin Clubhouse - Fire Dept Water Service Plan Approval Letter Attachments: 1721 Griffin Ranch Clubhouse - Fire Dept Approval Ltr for Civil Plans.pdf Hi Jim: Here is one other approval letter for your files. Paul DePalatis, AICP Director of Planning Services MSA ONSUL INGt INC. P AN1Yi•NC ■ CIVIL•ENONILC�t NG a LAND S9.tMM-Y NG 34200 BOB HOPE DRIVE1,D„ RANCHO MIRAGE, CA 92270 760.320.9811 ■ FAX 78D.323.7893 www. MSACmsuerwr. lwc.aorn Min MSA In gdw4 �5rech• P€��ea� c�srisrtt€Y 1hC �:hv?�aarsi»�ast hetvr'� p:r%tui� ttiu� rrcveil: RIVERSIDE COUNTY -i T- IN.CO.OPERATION 9VITH " - .. _ - : .. . %THE CALIFORNIA DEPARTMENT OF-FORESTRY:FIRE PROTECTION; 979J3_Las -Montafias Rd Ste #20 T;.Pelm Desert; CA 92291``-0t31 Phone (760)98338886 . i• Fax,(760).863.7072 - .. _ WwW rwrre org; - ...Plan Check Clirrections} �. FROVDLti, 6Ei7WNO THE .: uNwcoRroRnTEDARrws: _ ; Pro�66114 n6: ::Griffiri'Ranch.ClubHouse. .ovravcndloE,courrtv,' June.3, 201'3:. -, - �No rnE crriFs oe` .. ;i?rojeci'Address: 81 180aylery Griffin Way Scoipt:M�cFar;en BANNING-' PO WY COI6w - Dept_:' Riversidii,Countytire Department.: e ".Mow' Carlsbad CA 92068' Plan File Nuinl er: l AQ l ;$P 018' cAt "Es"'• Re Non Stnicttiral Building PlanRevtcy' EANVON}AKE" LAO: 11Y -6p,:61 11 Grier,n, Ranch: zClubfiouse''81 18F Mery Gnffin �Yay;' COACMELLA -" .. . � .... Fire. De panmenCpersonnel.have completed a review of the 01anyou subttuited forthe'abom- DESERT rybi-svRiracs fefercticed protect. Please be advised thcfollownig condiuonc"or corrections mustbe:completed and - approved b e Riveis dc:Coun re'D, g F Ewsn�LE . y_.th.. • , ty Fiypartment'tiefore.a tiuildrn Ycan be''issued: INDIAN WELLS;: cort6ctrOnS:'; •.. INDIO.. .• • f:,.,...: ' Provide Mechanical. Plans.. Juaur+a v�uETs Provide.liiectrical.Plans umE ELSm'64 3 i; Provide building address detail:. LA djlir,, 4.. Plans prepared by,ti design.protessional such'as nn archit0CI or Cn 1nccrmnisfbesbrnpedlansigned on:each applicable page- MEr.,FEF.k:. .3: .NOTE `red hncd. correcllon(s) under defer"ted submitral he;der ,on the obver'sheet:. MOREHd vui. .6. Ven ihFexih .. .... ... .. fy ng plWegress door schedule on the egress plan A 04: NDReD7• Provide'Fire Extuibvisher locations siZC types (whichlim.lude mountin h, el" 8' Provtdescating'& Cumiture'tayouts wuhmtach room., All,quesuons regarding the mearung of these conditions should be referred the Firrproteixion: ' RANCHO MIRAGE,` . ... M .. ' Planning'offce at (760)1863-8886:. -RUBIDOUxC50-: - " =:SAN JACINTO' :Sincerely„. . f.WILDOMAR �;lason Stubtile ” - '. Fue Safety;Specialisr SOARD.OF SUPERWi ORS: kEV-If-JE-MES' ... : � DISTRIcr 'JOHN r'AVAdUONE_ Disrskm 2 :JEFF'SYONE. .'OISTRICT.3 %` "JONN�BENOft DISTRICT 4' . MApION..ASILEr,... :DlSraiCY.S., r: ro--7q:� r PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: . BANNING BEAUMONT` CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA SNIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE' RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 HN BENOn DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT ` IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax(760)863-7072 ` www.rvcfire.org - Date: Octoberloth,2013 To: Scott Farren P.O. Box 2016 s Carlsbad, CA 92018 ' Re: . Non Structural Plan Review (2"d Submittal) _ LAQ-I3-BP-018 Griffin Ranch Clubhouse 81-181 Mery Griffin, Way Fire Department personnel have approved and completed the second review of the plans you submitted for the above referenced project., All questions regarding this project should be referred to the Fire Protection Planning Office at (760)863-8886. Sincerely; " F WIC / r���Y�V�':'� t r• ., � ,v - " Lisa Nottingham - Fire Safety Specialist . - , a� � 5 v PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE. COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA OENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE Rus1DOUx,CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF, SUPERVISORS: KEVIN JEFFRIES DISTRICT i JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 �HN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIREPROTECTION 77-933 Las Montana§ Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 8638886 • Fax (760)_863-7072 www.rvcfiire.org October 23, 2013 Marco T.-Celedon 34200 Bob Hope Dr. Rancho Mirage, CA 92270 Re: UG Private Water Service Plan Review LAQ•-13-BP-018 'Griff n Ranch Clubhouse 81-181 Mery Griffin'Way The above referenced water plans have been reviewed and are acceptable by the Riverside ,County Fire Department with the following conditions: The County Fire Department must witness the following tests: 1) Pre -Thrust Block Pour 2) Post -Thrust Block. Provide concrete slurry mix sheet 3) A hydrostatic test of 200, psi for two (2) hours or at 5.0 psi in excess of the maximum static pressure when it is in excess of 150 psi shall be witnessed by a fire. inspector prior to covering piping joints. Test is done, from check valve to fire sprinkler riser. 4) Fire riser flush (shall be performed prior to connection to the Sprinkler System 5) A final inspection is required The completed Contractor's Material and Test Certificate for Underground Pipe shall be . provided to the fire inspector prior to a final inspection. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. -Sincerely, By _L a eliV,arcia Fire Safety Specialist RIVERSIDEAwkw FIRE DEPARTMENT I • IN TIO WITH • CAUFORNIAIWTMENNT OF FORESTRY AND FIRE PROTECTION Ri-nide County fire Dept. 779331a'MomaOm Hd. Ste 201' P-Im D—., CA 92211 M 760-863-8 F": 760�863-7072 JOB CARD THIS INSPECTION RECORD MUST BE AT JOB SITE WITH THE APPROVED SET OF PLANS Ownerrr .15A. 0 ate Lowflon '9 114? r..3Z- 1 IA..V I )a Case No. LAIg- 113- Z) )'W Sprinkler Company W .g— vw" Gala ("M and ThAnt Blocks A4,41 Be E)posod) Gate fnapecbr Inspection PSI Fo, 2 Hrs. FW. Time) Undwg—cl Msh Date (200 PSI For 2 Hs. Pdor ro 1nsobon r-.) OvWld Fal M'. =hdlh—1 idh. B1 Be EPwo'.'d) Flij-g�v �D.-.) Inapepn (200 PSI For 2 Hrs. Prior EKtInguishIng System Installer Final D- In35 Fire Alarm Installer Tank Installer FM Dwo I.sp— FUEL MODIFICATION Insi—w DO NOT OCCUPY THIS STRUCTURE UNTIL AFTER, FIMAL INSPECTION BY BU,LDING AND SAFETY IN THE CITY OF LA OUNTA. COl1NTY OF RIVERSIDE, STATE OF CALIFOFM TRACT NO. 32879 GRIFFIN RANCH - CLUBHOUSE L PRIVATE FIRE SERVICE PLAN. _ P89TIBx- BG M NBBGx HH�pi' YCgOx 5. y�E��Ty�p @Sx 8 SBUiN. (w5�. -- • u!q: x.NYW 8,.5E KP4u, - - PGEDAR3) FOR IOTA GRIM M LLC •••"• • • •�`•• m• • "75 NIICARTIW CT. SUITE 1650 . NEWPORT STACK CA 926W LGA ASBNM6TQ9 Js•� '��� 'n r �O `�^ \ �m.w.csvn... _.,.. — ...s v - ,Y:'':� � mbe.uv�umarx wt w� ®uuv •m�� �� i:. R �ti,n.aA a.a �._i-bJ �.Yl � (� 1• j ^j�, �l - AOOtE99 _ �.'Mir E.•v�/�/_r_, // (_f X14[ ,�'J ,� ♦ _*o�.`.'. n.--e� —w. a -�� / _ •\ [i,�". � / 9"; ' i �� ,'♦.. It >o.. `•rosr TauFre� ��..tl!>ffS q � t 55�� • _ ! s �� _ � _ t . I ' � SriE,WAN `--�V'� � `v� r�� �m>!>ID�u��saerEriTAHgrec �.:° en", m�cm�rz�"9�i�i� a - „« vT etoa P�wo AqF„ • e a .o _ '�iu v.K^: V.'!.•'A^iS(:" w �-aa� • •p m.• y a — Y u�,JrtL g TNRq B10IX 88AITN0 NEA• Mm.+�na ws•u.r,u. enomu .0 .n su uu. _r.vu •wr .T ro' .a .ncu 'uu. x mnwnn w m aam.r...ar • � L u. . n , • _ � V ./ v..urm . n �wnem • L m�a..•x. DIgiswelY DIG ALERT E' 0 911 EEeGc raw ••n ea ..s .w m - RO4 mwnZME •...,two S@HO.MIAtN i .a gE`nSWNS ^ HI$A�� Ne® TINS. �� _♦�.T �m�q �. ,` �,•��— _ _— CITY OFLA OUINTA, CALIFORO. BPBNIA i QJV GPoFFW M� N Tq^CT NIB i Tua—PM mim, j CWBNWBE �r8ERY1OE GUN 2 f r . s IN THE CITY OF LA OUNTA. COl1NTY OF RIVERSIDE, STATE OF CALIFOFM TRACT NO. 32879 GRIFFIN RANCH - CLUBHOUSE L PRIVATE FIRE SERVICE PLAN. _ P89TIBx- BG M NBBGx HH�pi' YCgOx 5. y�E��Ty�p @Sx 8 SBUiN. (w5�. -- • u!q: x.NYW 8,.5E KP4u, - - PGEDAR3) FOR IOTA GRIM M LLC •••"• • • •�`•• m• • "75 NIICARTIW CT. SUITE 1650 . NEWPORT STACK CA 926W LGA ASBNM6TQ9 Js•� '��� 'n r �O `�^ \ �m.w.csvn... _.,.. — ...s v - ,Y:'':� � mbe.uv�umarx wt w� ®uuv •m�� �� i:. R �ti,n.aA a.a �._i-bJ �.Yl � (� 1• j ^j�, �l - AOOtE99 _ �.'Mir E.•v�/�/_r_, // (_f X14[ ,�'J ,� ♦ _*o�.`.'. n.--e� —w. a -�� / _ •\ [i,�". � / 9"; ' i �� ,'♦.. It >o.. `•rosr TauFre� ��..tl!>ffS q � t 55�� • _ ! s �� _ � _ t . I ' � SriE,WAN `--�V'� � `v� r�� �m>!>ID�u��saerEriTAHgrec �.:° en", m�cm�rz�"9�i�i� a - „« vT etoa P�wo AqF„ • e a .o _ '�iu v.K^: V.'!.•'A^iS(:" w �-aa� • •p m.• y a — Y u�,JrtL g TNRq B10IX 88AITN0 NEA• Mm.+�na ws•u.r,u. enomu .0 .n su uu. _r.vu •wr .T ro' .a .ncu 'uu. x mnwnn w m aam.r...ar • � L u. . n , • _ � V ./ v..urm . n �wnem • L m�a..•x. DIgiswelY DIG ALERT E' 0 911 EEeGc raw ••n ea ..s .w m - RO4 mwnZME •...,two S@HO.MIAtN i .a gE`nSWNS ^ HI$A�� Ne® TINS. �� _♦�.T �m�q �. ,` �,•��— _ _— CITY OFLA OUINTA, CALIFORO. BPBNIA i QJV GPoFFW M� N Tq^CT NIB i Tua—PM mim, j CWBNWBE �r8ERY1OE GUN 2 f � �-i-.... �� F - rte: �r " � � '-a �Y . � i k i \ • % � i"� � � �� /. t { \ �16',� ` 1 ! r, Jr i/•'� 4 r '( \xsTinxT e• c-eoa..^ /�y 'ir ' l.? f �'4R.— �`"� i* �y��. '� \• � � � �vc°s�'' y i i'..�1'iY � � 1 I , l.l�:� i 1rz•- w --r-�r !1' + .r KT k \ �a M a �: \ 1 .,L / 1 , II p.�4 ✓CONSTRUCT e•c-coo T,e777 aaoo' _��.r �'' �{� � _ r' ��"�•sJ � ;. S, I r 1 +�{I t ' �. ... • 1 � `FJ�.O '-� - � �lyY V 1 •I •.%�J _ � .� �-� : ' d } I I I � 1=•- rr— �Jo V'/ cLzm erre sER•nce /' d \a\ YCLIf U6MOUSE cam,wer a eoo c- ' j�� I } � u,\ . Y t� I• -a,"-° � k ,, `j � -i�- T - `' u 1 a d l ' i! A It r:-•�@ga I+, (� /ice .-/ il���. \i .' \\��\\ ( r - •v �\ / 1'G7�+//!//.. �Y�r ' : ' %/ j/ /9 - ' ' '� �'` l- 0 d_LJ, '/ I `�^ q -. • L'J r - �I1. r! [; !.� l r / w6��'� � jp 1 !,A \ .-•--� �' • \t_ ". � i.. q .,! \t•+ ` /%`' _ L . r � / y� J rr / /\:r � } i AIL TNRWT taOtlt BErN10 •1reA f • —.. 1`� F .G - 1 ! . NETENrvx1 e•aN 1d'N'a,. /// / ' „+.!' _ oieiAlerc 811 wce MAT tu.aK ae�nwo d,Rew m w - - ' '' •v REvt5i0R5 — .,'.-cpm �� YN�fA� N LTIN�. ISN^Cm ,L.,_, �v� -�p� !•" /� �` • .. w. CITV OF LA Ol1MTA• C 3257B aR6F MA �NCN - ,R CT 110, FOR d •..,..o�m- ;LUSNOUSE RGVATE F SERVICE PUN .ySyil XNi 9NEET 2 [ •� a .. ` ! , r' � • � . 1 .. .. • �• `i `%[ t J 1. F '��', 1. f . , 1 r ir L _ 1, ice' -, � .• r. ..: • COACHELLA VALLEY WATER DISTRICT- _ ASSESSOR'S PARCEL NUMBER 85-995 Avenue 52 Coachella, California 92236 (760)398-2651 APPLICATION FOR WASTEWATER INTERCEPTORISEPARATOR APPROVAL APPLICANT: Submit this form with a copy of a SCALED plot plan (1" — 20' to I"= 40' SCALE) drawn to District specifications. A nonrefundable filing fee is requited when the application is submitted Check must be made payable to the Coachella Valley Water District. Approval of this application shall remain valid for a period not to exceed one (1) year from date of payment NOTE: ALL BUSINESSES PRODUCING FAT, 011. AND/OR GREASE, LOCATED IN A MULTI -SUITE BUILDING WILL REQUIRE A SEPARATE LATERAL OFF THE MAIN SEWER LINE FOR GREASE INTERCEPTOR CONNECTION. Plan Check No. Agent, Contractor, Contact Pe Ad dt City State Zip Telephone Sc �rct 0a �Lolb C�.0 .4a Cts' GIZOI$ (>al°l•$18.3M Owner d' Address CityState Zip C�; ISSD Ncw i��, Telephone -U c y + C Zb o y9 Z6 Job Property Address City Zip -- $a �tV �. �, �. L� �,,, 27Z s 3 Legq Description 0 LB19 DBA lot &W r� PLEASE COMPLETE THIS SECTION FOR REVIEW OF FOOD ESTABLISHMENTS NOTE: PLANS WILL NOT BE ACCEPTED UNLESS THIS APPLICATION IS COMPLETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Construction: New Food Facility Remodel of Existing Food Establishment Hours of Operation Seating Capacity: Internal External External Seating with Misters or Heaters Bar with Food Service Bar Nonfood Service Water Softener Service: Multiservice (reusable) Single Service (disposable) OWNER/REP ATIVE DECLARATION: I certify that I have read the entire application and state that all information is correct I understand that the amount of fee paid is based n m laxation of information on this form and that incorrect information is grounds for denial of the submitted plans. I also understand that plans will be discarded if n t Pic p within sixty (60) days of approval or denial and that no inspection of my establishment will be conducted, or approval granted to operate, until all proper inform do ed has been received and plans have been approved and returned _ Q !0 • + ' Signature Date FOR DISTRICT USE ONLY No. of Systems Type of System(s) No. Dwelling Units Sand/Oil' Grease Interceptor Waived Fixture Units Grease Interceptor I New Existing Lint Trap l Replacement Addition Clarifier Connect to Sewer , Gal. REMARKS: , sr d Civ w v45 �c) QZC42d �1- s application is: Approved Denied ElConditional Approval- C Fee $ S-0�U%LCheck No. i Z 'See Remarks g Date �� (off 3 / � J Initial Signature Date /o.421Ito CVWD-921 ° Rev 3/13 3Z C • COACHELLA VALLEY WATER DISTRICT ASSESSOR'S PARCEL NUMBER 85-995 Avenue 52 Coachella, California 92236 (760)398-2651 APPLICATION FOR WASTEWATER INTERCEPTOR/SEPARATOR APPROVAL APPLICANT: Submit this form with a copy of a SCALED plot plan (I" = 20' to I" = 40' SCALE) drawn to District specifications. A nonrefundable filing fee is required when the application is submitted. Check must be made payable to the Coachella Valley Water District. Approval of this application shall remain valid for a period not to exceed one (1) year from date of payment. NOTE: ALL BUSINESSES PRODUCING FAT, OIL, AND/OR GREASE, LOCATED IN A MULTI-SUTTE BUILDING WILL REQUIRE A SEPARATE LATERAL OFF THE MAIN SEWER LINE FOR GREASE INTERCEPTOR CONNECTION. Plan Check No. Agent, Contractor, Contact Pe Add r ss City State Zip Telephone (91'818.4 AN C�.I3 as C azdl8 Owner SVA Address l City State Zip CTr +ISSD tJtw 9' C ib Telephone 0 of 1 2SS•210 ' c. c , A Job Property Address City Zip L 7-7 s 3 -� s a he -'r V �, ,, w, r4 A;� Leg Description Lo W fir, 47-19I9 DBA & PLEASE COMPLETE THIS SECTION FOR REVIEW OF FOOD ESTABLISHMENTS NOTE: PLANS WILL NOT BE ACCEPTED UNLESS THIS APPLICATION IS COMPLETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Construction: New Food Facility Remodel of Existing Food Establishment Hours of Operation Seating Capacity: Internal External External Seating with Misters or Heaters Bar with Food Service Bar Nonfood Service Water Softener Service: Multiservice (reusable) Single Service (disposable) ATIVE DECLARATION: I certify that I have read the entire application and state that all information is correct. I understand that the amount of fee OWNER/Anm paid is baaration of information on this form and that incorrect information is grounds for denial of the submitted plans. I also understand that plans will be discardedp within sixty (60) days of approval or denial and that no inspection of my establishment will be conducted, or approval granted to operate, until all proper infsted has been received and plans have been approved and returned. �{ 'Q • + Signature Date *FOR DISTRICT USE'ONLY: No. of Systems Type of System(s) No. Dwelling Units Sand/Oil Grease Interceptor Waived Fixture Units Grease Interceptor i New Existing RAddition Lint Trap Replacement Clarifier Connect to Sewer Gal. REMARKS: ,. C4"nv/ v e7 ai4 o440r CIO,, 16 � L , is application is: Approved DeniedEl Conditional Approval* Fee S 5 U (' Check No. *See Remarks Date l -o (o? 3 jt 3 Initial IZT� Signature �l Date 1042,T10 CVWD-921 Rev 3/13 ►z '/�I�... �`ft �/ IoM. e. fa .. 0„L. \Yl numrt roanuua Water Boards _.. State Water Resources Control Board Approved Date: February 28, 2013 Jim Stockhausen IOTA Griffin LLC 4675 MacArthur Ct Suite 1550 Newport Beach CA 92660 RECEIPT OF YOUR NOTICE OF INTENT (NOI) The State Water Resources Control Board (State Water Board) has received and processed your NOI to comply with the'terms ofthe General Permit to Discharger Storm Water Associated with Construction Activity, Accordingly, you are required to comply with the permit requirements. The Waste Discharger Identification (WDID) number is: 7 330365750: Please use this number in any future communication regarding this permit. SITE DESCRIPTION OWNER: IOTA Griffin LLC DEVELOPER: IOTA Griffin LLC SITE INFORMATION: Griffin Ranch SEC Comer of Madison and 54th Ave La Quinta TOTAL DISTURBED ACRES: 93 START DATE: February 01, 2013 COMPLETION DATE: December 27, 2013 COUNTY: Riverside When the Owner changes, a new NOI, site map, and fee must be submitted by the new Owner. As the previous owner, you are required to submit a Notice of Termination (NOT) to the local Regional Water Board stating you no longer own or operate the Site and coverage under the General Permit is not required. Unless notified, you will continue and are responsible to pay the annual fee invoiced each January. If you have any questions regarding permit requirements, please contact your Regional Water Board at 760-349-7491 . Please visit the storm water web site at http://www.waterboards.ca.gov/water_issues/programs/stormwater/ to obtain an NOT and other storm water related information and forms. Sincerely, Storm Water Section Division of Water Quality R11Cta nuM1G.S,t'HRM i .NOMASNON'/.RO.FIICIIrrv. O.MER - " 10%i5veet 9V 9a 19»,Sammanm.f Iona, 95[1] I �'a+'.wateAoaOaca.�a,ph16665fi331W.1a.,19161 L15Y3 - ` - ; .. i ,>✓"_ 1". 4, -tet - �� iT i , r`- � . rs �;y •1}" }+, -. f � � ...a. 4 - fr1-+, rt _ ' •.I . , - • 4' _' .. `..� i • rV �R r' ~ r •. ' ... �-c Y' i .F � ' �. ` .. .. 1 � r f . ( • 7�. i+ • 1 ., nJ - ` - ; .. i ,>✓"_ 1". 4, -tet - �� iT i r`- � . rs �;y •1}" }+, -. f � � ...a. 4 - fr1-+, rt _ ' •.I . , - • 4' _' .. r I N J C • i • file:.Edit CdMrhandsa Helps a o SWOMHbPUBLIC. .- ,. _SECTOR) •- W.w.wv..:i�wi,."w.w..u.e..a,+wrawr.".,w`v..w ii::�"...• �•_ ..n. e. h �� x .><Y.wi+�.-. 'j _ w +-r�w�w•.'.na.r,w..'vi •.nm=:+v i. - ��^.s+.+iV`+s A- licat on:Fe.e,Calculat ons, riro.nL.rws+...i'ry ; VApphcatton number:i t1 00000558` 7' ° 's Appltcationt 'p NEW.COMML-:AMUSEMENT. rAddeess 81?181 MERY GRIFFIN WY' r t •name:- Tenant number i Fee•type: MULTI SPECIES (MSHCP) FEE • '. Base fee:' .... .. a SI t f Y O.00OOIII;IMSHCPI+ADJUSTMENT 0 '0000 �I I I�-III— PROJECT:AREA (AC RESjg 00�.: f II�— 00� yt F L L 0 0000(1 X. 1 f IJ�IEA:-_-- ,iI :-HPER UNIT 0 8 �- ACRE f,l Y .ii li{ ...00 ` N Y- :. i 1 1 I I i ii ii 0 -0000} X i ; t ( { Oi EA t tPER UNIT FB 1 14/.MACRE Y s X s. .r v�G 1Fw I X PER UNIT >14 / -ACRE 001 ! ' y ,: .._..._..._._... F,eetotaL•; 'fd... Cancel my '� �;y �' • 1 t 1 • 0 • F r • • , � .: . - r � �'� r :.r•.81'-181. MERV:GRIFFIN!WAY'-. , ..,- LAt QUINTA.�CALIF... Plan Check Fee Summary - Application # 13=588" a< Valuation Units (sf) Multiplier, Valuation ' ublic Buildings (V -B) k, :10 095: r w $73:80 7{ $745,011.00 L, Co`veredPatiol r �Gf�Air Conditioning n�a'. '�; '4 408', .," '" ,,$13.30 . '$3 x'10 $58,626.40 ; 095 :?�' , 50 $35,332.50 F..ire Sprinklers10;095 '> .$1.70 $17,161.50 E ; $856,131.40 Building Permit Fee (from Table .1) $2039.50 for first $500,000, plus $3.00 for each additional $1,000 or fraction thereof. Valuation ' Permit Fee $856,131.40 First 500K $500,000.00 - - - $2,,039.50 remainder - div by 1000 # of 1000's , multiplier $356,131.40 356.13 357 $3.00 $1,071.00 Total Building Permit Fee $3,110.50 Plan Check Fee (from Table 10) Base Fee Permit Fee PC Fee Esgil Portion $3,110.50 x 65% " $2,021.83 x 75% $1,516.37 Energy Review Fee . Base PC Fee ER —Fee— ee$2,021.83 $2,021.83x 10% $202.18 ' x-75% $151.64 Accessibility Review Fee Base PC Fee AR Fe -e- 'x x 10% $202.18 x 75% $151.64 Mechanical PC Fee Permit Fee PC Fee w $226.00 x 25% $56.50 x 75% $42.38 Electrical PC Fee Permit Fee PC Fee $216 90 x 25% $54.23 x 75% -$40.67 Plumbing PC Fee Permit Fee --T2-50/. PC Fee $101.81 ' -x75% $76.36 Total Plan Check Fees $2,638.73 Esgil Fee (per contract) Total PC Fee Esgil Fee Should match Esgil Checksum $2,638.73 X 76% 1 $1.979.05 ,• ;,,wl-101 lnL:r%v,,vRirriN'wAT'";LA,QU1NTA'CALIF, '�' `•:i*A�+�►+ x, �.,;a�'r , Plan Check Fee,Summary Application 11 Valuation Units (sf) . Multiplier Publici:Buildirigs (V B)zr tis 10 095: a�, $73.80 Ciivered Patio �, = ,.• 4,408��-,$13;30 ;. ��,Air Conditioning . j ;' '� 10 095:.Nz` $3.`50 y,..Y P �rYx,,, t..T. fir, -Fire S rinklers 'f�, 'rzf;10;095,1'..;, $1;:70 IValuation $745,011.00 $58,626.40 $35,332.50 $17,161.50 $856,131.40 Building Permit Fee (from Table 1) $2039.50 for first $500,000, plus $3.00 for each additional $1,000 or fraction thereof. Valuation Permit Fee $856,131.40 First 500K $500,000.00 $2,039.50 remainder $356,131.40 Total Building Permit Fee div by 1000 *of 1000's - multiplier. •356.13 357 $3.00 $1,071.00 $3,110.50 Plan Check Fee (from Table.10) Base Fee Permit Fee $3,110.50 x 65% Energy Review, Fee PC Fee $2,021.83 x 75% Esgil Portion $1,516.37 Base PC Fee ER Fee $2,021.83 x 10% Accessibility Review Fee $202.18 x 75% . $151.64 Base. PC Fee - AR Fee $2,021.83 x 10% Mechanical PC Fee $202.18 x 75% $151.64 Permit Fee PC Feb • : x"$226:00 x 250% , Electrical PC Fee $56.50 x 75% $42.38 Permit Fee PC Fee ! ' A :-X$2.16.90 x 25% Plumbing PC Fee $54.23 x 75% $40.67 Permit Fee PC Fee . x 25%7 $101.81 -x7 5%: $6.36 Total Plan Check Fees.. $2,638.73 Esgil Fee (per contract) Total PC Fee ' I $2,638.73 x75% I Esgil Fee Should match Esgil Checksum $1. MI ns; City.of La Quinta 13-558 V' 5/21/2013 ADO NOT PAY- THIS IS NOT AN INVOICE] . . VALUATION AND PLAN CHECK FEE (completed 6/14/13 kc)` JURISDICTION: City of La Quinta PLAN CHECK NO:: ' 13-558 F PREPARED BY: David Yao DATE 5/21/2013 _ BUILDING ADDRESS: 81181 Merr Griffin Way BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING AREA Valuation Reg. "VALUE ($)' PORTION (Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code IIq _ [Manual Input I Bldg. Permit Fee by Ordinances $2,626.94 Plan Check Fee by Ordinances .. , Type of Review: ❑ Complete Review- ❑ Structural'Only ❑ Other Repetitive Fee Rep eats ,, Hourly . Hr. m EsGil Fee $1,969.46 oe.ECfE1VEU Comment's: fee will be determined by the city. ' JUN 202013 Sheet 1 "of 1 + " macvalue.doc CITY OF LA QUINTA PLANNING DEPARTMENT City of La Quinta 13-558 5/21/2013. , ADO NOT PAY— THIS IS NOT AN INVOICE] • .• VALUATION,AND PLAN CHECK FEE + - JURISDICTION: City of La Quinta PLAN CHECK NO.: 13-558 PREPARED BY: David Yao DATE: 5/21/2013 BUILDING ADDRESS: 81181 Merr'Griffin Way BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB • BUILDING PORTION AREA ( Sq. Ft.) Valuation '" , Reg. VALUE ($) Multiplier Mod. ' Bldg. Permit Fee by Ordinance k Plan Check Fee by Ordinance Air Conditioning Fire Sprinklers #N/A • TOTAL VALUE. . - Jurisdiction Code #N/A Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance #N/A • Type of Review: Complete Review ' ❑ Structural Only ❑ Repetitive Fee + 0 Repeats , M Other ❑ , Hourly , Hr.�@ *- EsGil Fee . ? #N/A Comments: fee will be determined by the city. . Sheet of macvalue.doc + r • `e t - • • �7_ i City of La Quinta 13-558 5/21/2013 City of La Quinta Fixture Count Plumbing 1 Water Service 13 Gas Pipe Outlets 8 Lavatory " 13 Water Heater & Vent Bidet ? Lawn Sprinkler 1AVB/15 heads 12 Toilet Solenoid Valve Tub or Shower 4 Backflow Valve <2" Sink (kitchen, bar, laundry) 1 Backflow Valve >2" 1 Dishwasher ? Spklr. System <50 heads Clothes Washer ? Spklr. System 51 - 100 heads 4 • Urinal ? Spklr. System >101 heads 7? Floor Drain Septic System (tank & pit) ? Floor Sink 1 Interceptor (grease, sand, oil) 4 Drinking Fountain " 2 "Building Sewer 5, Commercial Sink Cesspool, Seepage Pit 16 Roof & Overflow Drain Electrical Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of'Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outleftight - first 20 1 Main Service >.200 amps 650 Outlet/Light — 21 & over 4 Subpanel Electric Sign — 1 circuit Ceiling Fan Electric Sign - Add. Circuits Exhaust Fan Bussway Footage Electric Range/Oven 10 Motor — to 1 HP 1 Hood/Fan/Light Combo. 20 ` . Motor - 2 to 10.HP Clothes Washer 6 Motor — 11 to 50 HP ' Electric Clothes Dryer. Motor — 10 1 and over 1 Dishwasher Trans/Gen — 2 to 10 KVA . 2 Refrigerator Trans/Gen — 11 to 50 KVA . Freezer Trans/Gen" — 51 to 100 KVA .1 Ice Maker Trans/Gen — 101 KVA & o_ ver Trash Compactor Piggyback Service Time Clock Mechanical 7? Exhaust Fan Condenser Unit- 31-50 ton 3 Oven/Range BBQ Boiler/Compressor — 31 to 50 HP Dryer Vent Condenser Unit >50 ton ? Evaporative Cooler Boiler/Compressor >51 HP:.- Evap. Cooler/Duct System Air Handling Unit <10M CFM Wall/Ceiling Heater Air Handling Unit >10M CFM 2 FAU/Gravity Furnace <100 BTU Residential Incinerator 4 FAU/Gravity Furnace >100 BTU Commercial Incinerator 2 Condenser Unit to 3 ton 3? Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 4. Condenser Unit - 3.5 to 15 ton Solar Panel <410 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances City of La Quinta 13-558 5/21/2013 ADO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE . JURISDICTION: City of La Quinta PLAN CHECK NO.: 13-558 PREPARED BY: David Yao DATE: 5/21/2013 BUILDING ADDRESS: 81181 Merr Griffin Way BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Reg. VALUE ($) Multiplier Mod. Plan Check Fee by Ordinance Type of Review: p Complete Review Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code I I #N/A Bldg. Permit Fee by Ordinance; Plan Check Fee by Ordinance Type of Review: p Complete Review ❑ Other ❑ Repetitive Fee Repeats ❑ Hourly EsGil Fee Comments: fee will be determined by the city. ❑ Structural Only Hr. @ 7#N:/A:] Sheet of macvalue.doc + • 0 F_j Jim Johnson Scott McFerran-Decatur Advisors LLC <scott.mcferran@decatur-advisors.com> Onmt: Tuesday, October 29, 2013 4:31 PM To: Jim Johnson Subject: Griffin Ranch clubhouse plans Hi Jim, I gave the 2 stapled sets to Stephanie Khatami around 4:15 today, you had left. I think she put, them on your desk, not sure. Thanks again for all your help! Scott Scott McFerran Decatur Environmental LLC PO Box 2016 Carlsbad, CA 92018 (619)•818-3596 scott.mcferran(a)decatur-environmental.com . F e, Jim Johnson *m: scott.mcferran@decatur-advisors.com nt: Wednesday, October 30, 2013 10:16. AM , To: 'clave celmer'; 'Dave Celmer` Cc: Jim Johnson Subject: URGENT-Griffin Clubhouse-need your signature on 3 sheets in 2nd plan set! Importance: High Hi Dave, Jim discovered 3 sheets in the 2"d plan set that need your, signature. Please call him at 760.777.7130 and arrange to sign asap! O Thanksl Scott Scott McFerran Decatur Advisors LLC PO Box 2016 Carlsbad, CA 92018 (619) 818-3596 DECIMAI Scott. McFerranCcDDecatur-Advisors.com e-mail may be privileged and/or confidential, and the sender does not waive any related rights and obligations. Any distribution, use or copying of this e-mail e information it contains by other than an intended recipient is unauthorized. If you received this e-mail in error, please advise me (by return e-mail or otherwise) immediately. -PLANNING ■'CIVIL -ENGINEERING ■ LAND<SURVEYING ` 71 `' . •,November 20;'2013 Ms: Angelica Zar`co: , ti - :City of La--Quinta 78=495 Calle Tampico. ` La Quinta, CA 92252: _ RE:' -Pad Cerfification =Griffin Rarich; .Tract,Map_No. 32.879 F JN 1721 - SDP -2006=872 AMD -1 ` 'Dear Angelica: 'This letter;is to verify that`the locations and-elevations`of the building pad for -the Griffin Ranch Clubhouse,'Tract Map No. 32879 was field checked° by' MSA,Corisulting,.lnc., and :..found to be in substantial conformance with the approved, Rough -Gra ding- Plan. The results'. a're as follows: • Address Plan Field Difference Clubhouse Pad 484.5 484:5 0:0' If you have any questions, please contact`our office. Very truly yours,'~ PL L . S' - / . 0 JCS ,_ r> '9c�� �`.c • Douglas Redlin, P'L�S: 7964 a o 4+ r o ' Senior' rveyor _.*. L07� _ Exp �3/3..1 �\Q d r. • . �T� oP,- .. EC: Ulrich Sauerbrey: PF cA�`F {' y, 34200 BOB HOPE DRIVE RANCHO.MIRAGE'O CALIFORNIA*O 92270 760-320-951'1,0 76,0-323-7893 FAX o'www.MSACONsULTINGINC COM. Sladden Engineering 77-725 Enfield Lane, Suits 100, Palm Desert, CA 92211 (760) 772-3$93 Fax (760) 772-3895 6782 Stanton Ave.. Suite A. Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avcnuc, Btmumont, CA 92223 (951) 8454743 Fax (951) 845-8863 December 10, 2007 Project No. 544-4402 r 07-12-847 Trans West Housing, Inc. 47-120 Dune Palms Road, Suite C La Quinta, California 92253 RE(�DVED , Attn: Ms. Marty Butler MAY 19 2014 Project: Griffin Ranch—Tract 32879 CITY OF LA QUINTA SEC Avenue 54 and Madison Street COMMUNITY DEVELOPMENT La Quinta, California Subject: Geotechnical Update Ref: Geotechnical Investigation 'Report prepared by Sladden Engineering dated August 17, 2004, Project No. 544-4402, Report No. 04-08-571 Geotechnical Update prepared by Sladden Engineering dated December 2, 2005, Project No. 544-4402, Report No, 05-11-1133 As requested, we have reviewed the above referenced Geotechnical Tnvestigation report as it relates to the design and construction of the proposed residential development. The project site is identified as Tract 32879 and is located in the City of La Quinta, California.' It is our understanding that the proposed residences will be relatively lightweight wood -frame structures supported by conventional shallow spread footings and concrete slabs on grade. The lots are presently being graded during the rough grading of the Griffin Ranch project site. The rough grading includes overexcavation of the native surface soils along with the placement of engineered fill material to construct the building pads. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced geotechnical�epp rt remain -applicable for the design and construction of the proposed residential structure foundations: FLA ��lFFLA Because the majority of the'lots have been previous rough gradedrtthe- remedial gradirigTrequired at this time should be minimal. The building areas should�be,(cl� J �o� �r, ace veg elation, scarified and moisture conditioned prior to precise grading, . The,expo d-su!Vace should be compacted so that a minimum of 90 percent relative icon �' ' is ttained priori to fill placement. Any fill material should be placed in thin lifts-at_near o(um, _ ogre content and compacted to at least 90 percent relative compaction. December 10, 2007 -2- Project No. 544-4402 07-12-847 Allowable Bearing Pressures: The allowable bearing pressures recommended in the Geotechnical Investigation report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing a allowable bearing pressures of 1500 and 1.800 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. The bearing soils are non -expansive and fall within the ''very low'. expansion category in accordance with Uniform Building Code (UBC) classification criteria. Pertinent 1997 UBC and 2001 CBC Seismic Design parameters are summarized on the attached data sheet. If you have questions regarding this letter or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGI NG Q�oF�ssrpy AN 0$1 0�id cim� 2x m M Brett L. Anderson MExp. g.g0-20oH Principal Engineer CrIA- SER/glL_ Copies: 4/Trans West Housing, Inc. e ®t-LQUI SAF,Ty DEP APporio VED R CONSTRUCTIpN DATE BY Sladden Engineering December 10, 2007 -3- Project No. 544-4402 07-12-847 1997 UNIFORM BUILDING COMINFORMATION The International Conference of Building Officials '1997 and 2001 CBC California Building Code Uniform Building Code contain substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity . to significant faults capable of generating large --earthquakes. Major faultzones zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 9.8 km A San Jacinto 26 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as'stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for construction based upon the 2001 CBC. Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, No Factor, No C, C San Andreas 1.01 1.,22 0.44 Ns 0.64 N, San Jacinto 1.0 1.0 0.44 N. 0.64 N,. December 10, 2007 -4 Project No. 544-4402 07-12-847 Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The site is located within UBC Seismic Zone 4, The following presents additional coefficients and factors relevant to . seismic mitigation for new construction upon adoption of the 2006 code. The seismic design category for a structure maybe determined in accordance with Section 1613 of the 2006 TBC or ASCE7. According to the 2006 IBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1h second. This assumption should be verified by the project structural engineer. The 2006 IBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5):11. Site Class (Table 1613.5.5): D Ss (Figure 1613.5(3)):1.508 S1(Figure 1613.5(4)):0.60g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 {Fa X Ss)): 1.50g 1 Smi (Equation 16-38 (F.• X Si)): 0.90g SDs (Equation 16-39 f2/3 X Sms}):1.008 SDI (Equation 16-4012/3 X Smi)): 0.608 Seismic Design Category based on SDS. (Table 1613.5.6(1)): D Seismic Design Category based on SDI (Table 1613.5.6(2)): D i MAR-1772009(TUE) 08:19 SOUTHERN CA SOIL & TESTING (FAX)760 775 8362 _- P.002/005 .ovneww owe.-eeM Goa. .,U.,'vm.p S OUTIiERN CALIFORNIA S OIL & TES TNG, INC. MG - 6280 RIVERDALE STREET SAN DMOO CA 92120 • Phone (619) 280.4321 FAX (619) 2804717 l�'A�+ 00� 83-740 CARUS AVENUE, SUPE G, INDIO. CA 92201 ' Phone (760) 775$883 Fax (760) 7758362 gOyaTgNp; 0822004P P.O. NO.: C PL NC FIX PAGE FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY Q WEI pN0 ❑ FIREPROOFING R O- C. CONCRETE ❑ ROMNG! WATERPROOFING ❑ P.T.CONCRET6ISRiFS6 _ . ❑ EPDXYANCHORS ❑ H.S.BOOM n DUNE PALMS 4779 DS UNE r.l SIMON N/A N/A DATE: 03-09-2009'nME ARRIVED: TIME DEPARTED: ramempmom or WORK INSPECTED: ARRIVED ONSITE AS REQUESTED TO PROVIDE Q.C. OF CONCRETE OPERATIONS Q CURB & GUTrERlSIDEWALK A TE TOTAL OF 10 YARDS WERE PLACED VIA CFIUTE, LOAD WAS SLUMPED, TEWEMTURE OF CONCRETE, AND TEMPERATURE OF AIR WAS TAKEN. THIS WORK TOOOK PLACED @ PAST SIDEWALK @ 4200, EAST ENTRY SIDEWALK Q 4200 COURTYARD, AND CURB AND FOLLOWS: RIBBON GUTTER ® 5200. DETAILS OF TESTING ARE AS LOAD SLUMP AIR CC MDMME H2O ADDED I 3" 65 77 100 MINS 15GL THIS WORK WAS IN GENERAL CONFORMANCE WITH ACI STANDARDS. END REPORT. CYC I td"by CW0b 0191 heft ktepeded the ebou- r -pen -a work. Lkft= rated avieh.lee. INSPECT&% rm"m (P1et� P.� RfVIpW: Von wmk Inspected In to the tact d Rry �t-�MetlQe In OOnlp(b110e Whh the eppraAb plans. e0edncallone ants eppYrabls eedbne a the Q-.ernhtp wtkNno ttaw M. GBRII►�iSKY I'a� IED wA hamb ro°nReapr� 06-11oes11M to" SM 10101" woMc b Conducted oadcte in aoaereant a "li the rewl ev of d Vw Oa/1PD approved dmwwu, jb,wo nt • wk11 the CMIND eppnma 4 ati I"° ea ACI ;'{01068541 Yew Na= InepWwI=&j : N/A SGKWtrEpSlRAf10t11� DSA I heraby aeroty that 1 ha.e MlePecW t11e abO" MOoned work In w eahm wah V"7 roqutr-mont" Of 05A appro„-e dew— 8—pbno ww e-wlno waft cendt'; d 1n , 03-09-2009 amwawroe rrtatthereaulrentwue et the DGA apwvwa oowmenfe. The w-rk W W cwd SUPEfa111E DWS ZMATW — Mir — k .Ath e,. aw apww4w aoannertte. Teic Ha[ kapecumImbla: N/A euff9wk omoorow.wM start xe rev �m a sOUTNERN C FORMA son_ s Tee a• INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P MW: 00558 P.O. NO.: C PL NC FIXr_l PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE R: DSA IOSHPD FILE NO.: DSA APP. NO.: N/A DUNE PALMS BLDG J N/A Paa1E AD 47-795 DUNE PALMS ROAD No.: .. 07-2694 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: - GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING J 9400 SOUTH ELEVATION GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 3/O4/2009 TIME ARRIVED: TIME DEPARTED: r DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE INSTALLATION ON THE SOUTH ELEVATION OF BUILDING 9400. 'LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6"-8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *NOTE- PUNCH LIST ITEM LISTED ON MY REPORT ON 3/02/2009 WAS REPAIRED AS REQUESTED. LATHERS INSTALLED MFM SUBSEAL OVER THE BOLTS LAPPED INTO THE TWO LAYERS OF 60 MIN BUILDING PAPER IN WEATHERBOARD FASHION. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise. INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: I M.W. OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECT S SIGNATURE REGISTRATION N0, DSA 1 hereby certify that I have Inspected the above reported work in socordenoe with the 3/04/2009 requirements of DSA approved documents. Sampling and testing were conducted In _ SUPERINTE E DATE accordance with the requirements of the DSA approved documents. The work Inspected com Iles with the DSA approved documents. —T N/A Q 'signature authorizes the above work Yes: No: Inspector Initials: SCUT 205 REV 2M SOUTHERN. CALIFORNIA SOIL & TESTING, INC. MW: 00559 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775.5983 Fax (760) 775-8362 SCSBT FILE NO: 08221004P P.O. NO.: FI� PAGE 1 OF 1 FIELD, INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE C]ROOFING I WATERPROOFING C]P.T. CONCRETE I STRESS C] EPDXY ANCHORS ❑ H.S. BOLTING ❑ ' PROJECT TIRE: PHASE P. USA IOSHPD FILE NO.: - DSA A. NO.: N/A PPN/A DUNE PALMS BLDG 4200 PROI CT SS 47795 DUNE PALMS RD. .. 07-3244 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: _ GRAYNER GENERAL CONTRACTOR: SUR CONTRACTOR: _ SDR BROWN LOCATION OF WORK INSPECTED: BUILDING 4200 A-1 lWaERAL CLASSIFICATION: SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3//2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: " • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE ' MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE CURB AND GUTTER ON THE EAST SIDE OF BUILDING 4200. 4 ' RESULTS OF SLUMP TEST ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP �, TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 2.5" 74' 40 MIN 241340 164 EAST CURB AND GUTTER 1 . CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVI the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: MW OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. NIA Yes:= No:= Inspector Initials:' WSPE S St UTUR REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work In accordance with the 3/04/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected DATE 'SUPERINTENDENTS SIGNATURE ,,.. complies with the DSA approved documents. NIA = Inspector Initials: 'signature eutftai>•es the above wank ' SCSBT 7D5 REV 71011 Yes:=No: r SOUTHERN CwusortNu SOUTHERN CALIFORNIA SOIL & TESTING, INC. W 00560 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280.4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775.5983 Fax (760) 775.8362 SCSBT FILE NO: 0822004P P.O. NO.: PLN� FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE A: DSA IOSHPO FILE NO.: - DSA APP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECTRMI .47-795 DUNE PALMS ROAD NO.: •• 07-3232 LA QUINTA ARCHITECT: ENGINEER- NGINEERINTERACTIVE INTERACTIVEDESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: DRI ROOFING/ WATERPROOFING LOCATION OF WOW INSPECTED: - BUILDING 8200 C-1 MATERIAL CLASSIFICATION: 26 GAUGE L METAL, RIB LATH, 1" CROWN X 5/8" LEG GALVANIZED STAPLES PLI DECK, GU80-1 GRAY BASE, GU80-1 ACRYLIC EMULSION ICBO ES ER -3732 DATE: 3/04/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: 'ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING ON THE BALCONIES (IN PROGRESS) FOR BUILDING 8200. ' DRI WAS INSTALLING THE GU80-1 GRAY BASE, SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY A SECOND COAT OF GU80-1 ACRYLIC EMULSION ICBG ES ER -3732 FOR WATERPROOFING THE BALCONIES, DECKS, BREEZEWAY ETC. TOOK DIGITAL PHOTOS OF TYPICAL HORIZONTAL WATERPROOFING INSTALLATION. , CBC 1 hereby certity that 1 have Inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work Inspected Is to the beat of my knowledge in compliance with the approved plana, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ` ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected compties with the OSHPO approved documents. Yes: No:= Inspector Initials: N/A INS PECff>ij5 SIGNATURE REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work In accordance with the C/ .. 3/04/2009 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPE GNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected com Iles with the DSA approved documents. , Q Inspector Initials: N/A 'signature authorizes Me above work - Y. No: SCUT M REV 2'0e SOUTHERN CALIFORNIA soft a -rl a& G. INC. s 1 I C w SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW, 00561 6280 RIVERDALE STREET, SAN DIEGO CA 92120Phone (619) 2804321 Fax (619) 280-4717 93-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 ` SCSBT FILE NO: 0822004P P.O. NO.: PL NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ' ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TIRE: PHASE S: DSA IOSHPD FRE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: - ENGINEER - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: - SUB CONTRACTOR: " BROWN DRI ROOFING LOCATION OF WORK INSPECTED: . BUILDING 1100 B-1 ROOF TILE IN PROGRESS MATE IM CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE 11, ICBO ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/04/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1100. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30'FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. "WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) the work inspected is to the best of my knowledge in compliance with the approved plans, jP-E.REVIEW: specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work Inaccordance with the - requirements of OSHPD approved documents. Sampling and testing were conducted In accordance with the requirements of the OSHPO approved documents. The work inspected ICC #5077516-10 complies with the OSHPO approved documents. Yes:= No:O Inspector Initials: - N/A 1 R SIGNATURE • REGISTRATION NO, DSA 1 hereby certify that 1 have Inspected the above reported work In accordance with the 3/04/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected MUPERINTENDENTS SIGNATURE , DATE cc II a with with the DSA approved documents. 'signature Yes:l I No: Q Inspector Initials: N/A authorizes the above work. , SCSBT 205 REV 2108 SOUTHERN CALIFORNIA SOIL S TEeTING. INC. .t s a ', t . SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00565 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: ''0822004P*,. �—� �—. �—. P.O. NO.: PI 1 1 1 NI C I 1 Fl PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: - PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG J 9400 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: PLAN Hit NU.: 07-3242 LA QUINTA ARCHITECT:ENGINEER: - - •INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: - BUILDING J 9400 SIKA FLEX'2C NS EZ MTX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT o AI aGOOM CELL BACKER ROD DATE: 3/05/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: 'ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE EXPANSION JOINTS ON THE MASONRY WALLS BELOW GRADE IN THE PARKING STRUCTURE OF BUILDING J 9400. 'OPEN CELL BACKER ROD (30% COMPRESSION) WAS INSTALLED IN THE EXPANSION JOINTS TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/811- 1/2" NEXT THE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE EXPANSION JOINTS APROX. 1/211-5/81, WIDE CAULK JOINTS. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. NEXT THE CAULKERS ADDED A SAND FINISH TO THE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL EXPANSION' JOINT CAULKING INSTALLATION. . ti • CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans. specifications and applicable sections of the governing building laws. MILES-WOODARD - ' t Inspector Initials: a M.W. OSHPO I hereby certify.that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC 45077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. N/A Yes:Q No:= Inspector Initials: IN CT SIGNATU REGISTRATION NO, DSA I hereby certify that 1 have Inspected the above reported work In accordance with the - / 3/05/2009 ' requirements of DSA approved documents.' Sampling and testing were Conducted In SIGNATURY I DATE 1 accordance with the requirements of the DSA approved documents. The work inspected tSIJANRENDENTS com les with the DSA approved documents. Yes:=No: = Inspector Initials: N/A - - - •'� . .. 'signature authorizes the above work • _ SCSBT 205 REV 7108 y , .t� SOUTNERN C ORMIA soaaTEST r.INC. SOUTHERN CALIFORNIA SOIL & TESTING, .INC. =i MW: 00564 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phonc (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE No: 0822004P 9 T I P.O. NO.: q PL NC FIX PACE 1 OF 1 ' FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING D. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 PROJECT TME PHASE 0: DSA IOSHPD FILE NO.: - DSA APP. NO.: DUNE PALMS BLDG 3200 N/A N/A PROTECT ADDRESS PE IT NO.: NO.: 47795 DUNE PALMS RD. 07-3238 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: - SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: - - BUILDING 3200 C3 V GUTTER MATE SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/05/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE V GUTTER EAST OF BUILDING 3200. * RESULTS OF SLUMP TESTS ARE NOTED BELOW. r ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 3 47-795 DUNE PALMS ROAD 2" 80' 50 MIN 241373 155 EAST V GUTTER • t. i l r . V CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: , the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: MW OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPO approved documents. The work inspected ICC#5077516-92 complies with the OSHPO approved documents. MF ORS SIGNATUF REGISTRATION NO, - Yes= No:= Inspector Initials: N/A DSA I hereby certify that I have Inspected the above reported work In accordance with the 3/05/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected JUPtRINTENDENTS SIGNATIFRE DATE cam 11-es—with the DSA approved documents. Y.:U No: Q Inspector Initials: N/A 'signature autbafzes Ura above work SC88T 205 REV 2108 T . T, - - SOUTHERN CA FORMA • 'R a"`°INC.SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW; , 00563 6280 RIVERDALE STREET, SAN DIEGO CA 92120Phone (619) 280-4321 Fax (619) 2804717 83-140 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ''Phone (760) 775-5983 Fax (760) 775-8362 ' `t SCSBT FILE NO: 0822004P, --�---��P.O. NO.: Fa 1 Z 1 P� N� FIX PAGE 1 OF •1 FIELD INS CTION REPORT FOR: []REINFORCED CONCRETE . , , ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTINGF1 PROJECT TITLEPHASE A: - DSA IOSHPD FILE NO.: DSA APP. NO.: ` DUNE PALMS BLDG K N/A N/A PROJECT ADDRESS " - PERMIT NO.: •• 47795 DUNE PALMS RD. 06-3409 LA QUINTA ARCHITECT: ENGINEER:- NGINEERINTERACTIVE INTERACTIVEDESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR:. - BROWN SDR LOCATION OF WORK INSPECTED: % , BUILDING K 3300 SOUTH EAST SIDEWALK s . MATE SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/05/2009 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE SIDEWALK ON THE SOUTH EAST SIDE ' OF BUILDING K 3300. * RESULTS OF SLUMP TESTS ARE NOTED BELOW. • ADDRESS SLUMP CC. TEMP • TIME TICKET TRUCK *SAMPLE 2 47-795 DUNE PALMS ROAD 1.5" 80' 40 MIN 241370 150 SOUTH EAST SIDEWALK -, --A L CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, building laws. MILES WOODARD specifications and applicable sections of the governing Inspector Initials: - MW OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work Inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A (N CTORS SIGNATUR REGISTRATION NO, - DSA I hereby certify that 1 have Inspected the above reported work in accordance with_ the 3/05/2009 requirements of DSA approved documents. Sampling and testing were conducted In DATE accordance with the requirements of the DSA approved documents. The work Inspected PERINTENDENTS SI RE corn Iles with the DSA approved documents. , Ip� N/A Inspector Initials:- - 'signature authorizes the above work •' YB5;1 INO:� . - SCS8T 205 REV 2106 I k SOUTHM CALIFORNIA SOILS, ESTNO. INC. IF � —T Y I SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00562 6280 RIVER.DALE STREET, SAN. DIEGO CA 92120Phonc (619) 280-4321 Fax(619)280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO:' 0822004P r P.O. NO.: DI 1 1 NI f I� F1 —1 PAGE 1 OF 1 yr: FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS , ❑ EPDXY ANCHORS ❑ H.S. BOLTING I -I PROJECT TITLE: PHASE A: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2100N/A N/A PROJECT ADDRESS 47795 DUNE PALMS RD. PERMIT NO.: PLAN Hit NV.: . 07-3224 LA QUINTA ARCHITECT: - INTERACTIVE DESIGN " ENGINEER - GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: SDR BROWN LOCATION OF WORK INSPECTED: BUILDING 2100 A-2 V GUTTER SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/05/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE V GUTTER EAST OF BUILDING 2100. • RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 3.25" 74' 50 MIN 241364 159 EAST V GUTTER r CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVI the work Inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: MW. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in ICC#50%7516-92 I accordance with the requirements of the OSHPD approved documents. The work inspected cam lies with the OSHPD approved documents. - Yes: No:O Inspector Initials: N/A INSPECT SIGNATUR REGISTRATION NO, OSA I hereby certify that I have Inspected the above reported work In accordance with the ..-`3/05/2009' requirements of DSA approved documents. Sampling and testing were conducted In ... UPERINTENDENTS SIG DATE accordance with the requirements of the DSA approved documents. The work Inspected corn Iles with the DSA approved documents. Yes: N. Q Inspector Initials: N/A mature eldfror' the above work SCsaT 205 REV 7M SOUTHERN CALIFORNIA S OIL & TESTING, INC. MG 0000242 6280 RIVERDAL.E STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CIIRUS AVENUE, SUrfE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 - SCUT FILE NO: 0822004P P.O. NO.: PL NC FIX PARE s 1 nc 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE • PHASE t DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS N/A N/A N/A PR(UECT ADWESS PER —0707 47795 DUNE PALMS RD. N/A N/A ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: , BROWN SDR LOCATION OF NARK INSPECTER t CURB & GUTTER/SIDEWALK BLDG 4200 & 5200 ASTM C 94 SIMON READY MIX # ES08-009 2500 PSI DATE: 0309-2009 TIME ARRIVED: •• TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: ARRIVED ONSITE AS REQUESTED TO PROVIDE Q.C. OF CONCRETE OPERATIONS@ CURB & GUTTER/SIDEWALK- A TOTAL. OF 10 YARDS WERE PLACED VIA CHUTE. LOAD WAS SLUMPED, TEMPERATURE OF CONCRETE, AND TEMPERATURE OF AIR WAS TAKEN. THIS WORK TOOOK PLACED @ EAST SIDEWALK @ 4200, EAST ENTRY SIDEWALK @ 4200 COURTYARD, AND CURB AND RIBBON GUTTER @ 5200. DETAILS OF TESTING AREAS FOLLOWS: LOAD SLUMP AIR CC MIXTIME H2O ADDED 1 3" 65 77 100 MINS 15GL THIS WORK WAS IN GENERAL CONFORMANCE WITH ACI STANDARDS. END REPORT. CBC I hereby certify that I have Inspected the above reported work. Unless noted.othervNsewl, the work Inspected Is to the beat of my knowledge In compliance with the approved plane, INSPECTORS NAME:(Pd�d) P.E REVI6W specifications and applicable sections of the governing budding laws. M. GERIMINSKY - Inspector Initials: N/A OSHPD I hereby certify that I have inspected the above reported woAt in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ' accordance with the requtraments of the OSHPD approved documents. The work inspected ACI #01068541 complex with the OSHPD approved documents. N/A YeNo:= Inspector Initials: I S gg1A REGISTRATION N0, / , DSA I hereby certify that 1 have Inspected the above reported work In accordance with the requirements of DSA approved documents. Sampling and testing were conducted in (/ 0309-2009 accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE DAZE f complies with theroved DSA appdocuments. No: LJ Intipecfor IttiGt6ls: N/A vea ^ Sipratwe moodres the abate work SCS&T 205 REV 706 SOUTHERN CALIFORNIA So1LaTE IND. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW.' 00566 t 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 V 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 0822004P SCS&T FILE NO: P.O. NO.: r�TTi r'T PAGE I OF 1 C rL I I I.v I I I - FIELD INSPECTION REPORT FOR: C] REINFORCED CONCRETE C] REINFORCED MASONRY C] WELDING C1 FIREPROOFING ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 O. C. CONCRETE ❑ PROJECT TRIS: PHASE #: DSA IOSHPD FILE NO.: . DSA A. NO.: N/A PPNIA DUNE PALMS BLDG 6100 FILE NO.: PROJEC ADDRESS 47795 DUNE PALMS RD. PERMIT NO.: , 07-3249 LA QUINTA ARCHITECT: ENGINEER:- GRAYNER INTERACTIVE DESIGN GENERAL CONTRACTOR: SUBCONTRACTOR: SDR. BROWN ' LOCATION OF WORK INSPECTED: BUILDING 6100 B EAST PATIO FLATWORK SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/I O/2009 TIME ARRIVED: TIME DEPARTED: _f DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE EAST PATIO FLATWORK FOR BUILDING 6100. , * RESULTS OF SLUMP TESTS, ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE.] 47-795 DUNE PALMS ROAD 4.511 72' 50 MIN 241476 160 EAST PATIO FLATWORK CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: MW. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in ICC#5077516'92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. YesF7 No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, + •. -� DSA I hereby certify that 1 have Inspected the above reported work in accordance with the / 3/10/2009. ' requirements of OSA approved documents. Sampling and testing were Conducted in _ 'SUPERB IDENTS SIGNATURE - accordance with the requirements of the DSA approved documents. The work Inspected comrD111lea—wtith the DSA approved documents. N/A Q Inspector Initials: •- , 'signature authorizes the above woik . ' SCS6T 405 REV 7108 Yes.: No: A souTNERN CwFORN1A Soa a TeeTw-iln_. INC. I C Ile) . 4;r \i�r t .•.. , SOUTHERN -CALIFORNIA SOIL & TESTING, •INC' ,MW. roos67 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 T SCS&T FILE N0: 0822004P ' f• P.O. NO.: FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 PROJECT TITLE:PHASE A: DSA IOSHPD FILE NO.: - DSA APP. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47795 DUNE PALMS RD... 07-3223 LA QUINTA . ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR:- SUBCONTRACTOR: - - - BROWN SDR " LOCATION OF WORK INSPECTED: } BUILDING 6200 B-2 SOUTH PATIO FLATWORK . NVIERIAL o: SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/10/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED:' * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE SOUTH PATIO FLATWORK FOR BUILDING 6200. r * RESULTS OF SLUMP TESTS ARE NOTED BELOW. ti Y ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK R *SAMPLE 2 47-795 DUNE PALMS ROAD 2.75" 80' 50 MIN 241486 , =164 i SOUTH PATIO FLATWORK CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved INSPECTORS NAME: (Printed) P.E. REVIEW plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: MW. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected4 eir�ICC#5077516_92 complies with the OSHPO approved documents. Yes:= No:= Inspector Initials: N/A , SIG SIGNATURE SP _ REGISTRATION N0,' DSA 1 hereby Certify that I have Inspected the above reported work In accordance with f requirements of DSA approved documents. Sampling and testing were conducted In • t 1� '�- 3/10/2009 accordance with the requirements of the DSA approved documents. The work Inspected "SUPERINTENDENTS SIGNIATMDATE "- corn Iles with the DSA approved documents.- Yed I No: Q Inspector Initials: N/A 'signature authorizes the above work .-• r �, + "" Se58T 205 REV 2108 y F SOUTHERy CALIFORNIA aO1t.ATQeTdO. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 - - 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 MW. 00568 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: I C 1 I P� FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING(, PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS - PERM MITPLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3243 ' LA QUINTA ARCHITECT: - ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: - - BUILDING 8400 C MATERIAL CLASSIFICATION: FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 3/IO/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 8400. t *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WTTH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE. **PUNCH LIST** *BALCONY ON THE SECOND FLOOR NORTH ELEVATION HAS A CRACKED STARTER BOARD. FIRST COARSE OF TILE SHOULD BE REMOVED AS WELL AS THE EDGE METAL ETC. TO INSTALL NEW STARTER BOARD. *CLEAN LOOSE DEBRIS FROM THE VALLEYS. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS OTHER THAN PUNCH LIST ITEMS LISTED ABOVE. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved INSPECTORS NAME: (Printed) P.E. REVIEW plans, specifications and applicable sections of the governing building laws. MILES WOODARD ' Inspector Initials: M.W. OSHPO 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #507751(3-1 O complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INS ORS SIGNATURE REGISTRATION NO, - DSA I hereby certify that 1 have Inspected the above reported work in accordance with requirements of DSA approved documents. Sampling and testing were conducted In 3/10/2009 accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE cam Iles with the DSA approved documents. Yes. No: Q Inspector initials: N/A - sgnatme authorizes the above work SCSBT IDS REV 7108 SOUTRE C=FORRUI SOIL a T TIN 0. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00569 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phonc (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: F C —FY, F PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE A: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMI N -O PLAN HLk NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBG ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 3/10/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 1100. *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.I-REVIEW' the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. ' OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 corn lies with the OSHPD approved documents. N/A Yes: No:= Inspector Initials: INS PE ORS SIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have Inspected the above reported work In accordance with the 3/10/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected PERINTENDENTS SIGNATU DATE corn Iles with the DSA approved documents. Yes:No: Q Inspector Initials: N/A 'signature authorizes the above work SCSdT 205 REV Z= SOUTHERN C/WFORNM SOM&TEa O. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.MW: s _ . SOUTHERN C/WFORNM SOM&TEa O. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.MW: 00570 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • , Phone (619) 280-4321 Fax (619) 280-4717 SUITE G, INDIO, CA 92201 ' Phone, (760) 775-5983 Fax (760) 775.8362 INSPECTORS NAME: (Printed) P.E.REVI 83-740 CITRUS AVENUE, 0822004P MILES WOODARD SCSBT FILE NO: specifications and applicable sections of the governing building laws. P.O. NO.: C P� NC FIX PAGE 1 OF 1 REINFORCED CONCRETE ❑ REINFORCED MASONRY C] WELDING FIELD INSPECTION REPORT FOR: ❑ , C] FIREPROOFING 0. C. CONCRETE ❑ROOFING 1 WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TrtLE: requirements of OSHPO approved documents. Sampling and testing were conducted in PHASE A: DSA tOSHPD FILE NO.: - - DSA APP. NO.: N/A N/A / DUNE PALMS BLDG 7100 PLAN FILENO.: PROD CT -ADDRESS 47795 DUNE PALMS RD. PERMIT NO.: 07-3247 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER ' GENERAL CONTRACTOR: SUBCONTRACTOR: SDR " BROWN LOCATION OF WORE( NSPECTED: ' BUILDING 7100 B WEST PATIO FLATWORK SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/11/2009 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: ' ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE WEST PATIO FLATWORK FOR BUILDING 7100. f RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS [PLE l 47-795 DUNE PALMS ROAD PATIO FLATWORK SLUMP CC. TEMP TIME TICKET TRUCK 3.5" 74' 50 MIN 241501 162 CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E.REVI the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. MW. Inspector Initials: OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in - ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected / Complies with therrO''S��HPIID approved documents. NSA Yes:= No:= Inspector Initials: N CTO NATURE REGISTRATION N0, DSA 1 hereby certify that I have Inspected the above reported work In accordance with the 3/11/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected •S PERINfENDEMS SIGNATURE DATE .- comp11 a with with the DSA approved documents. NSA Yes Q Inspector Initials: *signature authorizes the above work SCS&T205REV20 :,No: z i • SOUTMERN `[ UFORNIA ' aoI &TE Mo. INC. SOUTHERN CALIFORNIA SOIL &, TESTING, INC. 00571 1 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: 1 Z 1 NC I FIX I PAGE ' 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING T PROJECT TITLE: • - PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS i • SOUTMERN `[ UFORNIA ' aoI &TE Mo. INC. SOUTHERN CALIFORNIA SOIL &, TESTING, INC. 00571 1 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: 1 Z 1 NC I FIX I PAGE ' 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: • - PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A' PROJECT ADDRESS � 47795 DUNE PALMS RD. PERMIT NO.: .. 07-3248 LA QUINTA ARCHITECT: ENGINEER - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: SDR. BROWN LOCATION OF WORK INSPECTED: BUILDING 7200 B SOUTH PATIO FLATWORK MATE ICATION: SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: TIME ARRIVED: TIME DEPARTED: 3/11/2009 - DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE SOUTH PATIO FLATWORK FOR BUILDING 7200.' * RESULTS OF. SLUMP TESTS ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK, *SAMPLE 2 47-795 DUNE PALMS ROAD 2" 80'. 50 MTN 241508 157 ' SOUTH PATIO FLATWORK •T CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, building laws. MILES WOODARD specifications and applicable sections of the governing Inspector initials: MW OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in • • - ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. N/A Yes'F---1 Inspector Initials: PE S GNATURE - REGISTRATION NO, . I _ DSA I hereby certify that Ihave Inspected the above reported work In accordance with the 3/11/2009 , requirements of DSA approved documents. Sampling and testing were conducted In UPERINTENDENTS SIGNATURE DATE. accordance with the requirements of the DSA approved documents. The work Inspected . ,+ corn�Iles with the DSA approved documents. N/A Q f 'signature sufhorizes the above work Yes:UNo: Inspector Initials: SCSBT 2115 REV 7108 } 1 SOUTNtIRR CALIFORNIA soas,parrNo.INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. j� 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280.4717 MW: 00572 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: ^ . 0822004P i z P.O. NO.: _ a,r FIE}D INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY [I WELDING ❑FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE:PHASE #: DUNE PALMS BLDG 1200 DSA IOSHPD FILE NO.: DSA APP. NO.: PROJECT ADDRESS .N/A N/A PERMIT NO.:PLAN 47-795 DUNE PALMS ROAD - FILE NO.:- c 06-4134 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN _ GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN- DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1200 C r MATERIAL CLASSIFICATION: FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBG ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 3/11/2009 TIME ARRIVED: TIME DEPARTED: .[ DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY.FOR BUILDING 1200. *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND I SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT, TILES IN THE VALLEYS ARE SECURED TO A FIXED TILE WITH RAINBUSTER ADHESIVE. 850 TILE . **PUNCH LIST** *LOW ROOF— LAST COARSE OF TILE AT THE RIDGE IS OVEREXPOSED, NEED TO ADD 1/2 COARSE OF TILE. CUT TILE IN THE VALLEYS NEED TO BE SECURED WITH TILE ADHESIVE. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS OTHER THAN PUNCH LIST ITEMS LISTED. CBC 1 hereby cortify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the INSPECTORS NAME: (Printed) P.E. REVIEW approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD ' Inspector Initials: M.W. OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected94e Complies with the OSHPD approved documents. ICC #5077516-10 - Yes:= No:= Inspector Initials: • N/ASPE RS SIGNATURE • - REGISTRATION N0; . - DSA I hereby certify that I have Inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in 3/11/2009 accordance with the requirements of the DSA approved documents. The work Inspected S NfEND GNATURE GATE m Iles with the DSA approved documents. coYes: No: LJ Inspector Initials: N/A _ *signature authorizes the above work ' SCSBT 205 REV 2108 , 0 t r SOUTHERN A IFORNUI SOR_e TIE� MO. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 MW' 00573 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: I G I Z IP�--1N�I�1�7 1 t FIELD INSPECTION REPORT FOR: C]REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE A: DSA 1OSHPD FILE NO.: - OSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PRQI CT ADDR SS PERIT -NO: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: - ENGINEER - INTERACTIVE DESIGN GRAYNER GENERALCONTRAC70R:SUBCONTRACTOR: BROWN DRI ROOFING LocanoN of woRx INSPECTED: BUILDING 0100 D CLUBHOUSE ROOF TILE MATE FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/11/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION FOR BUILDING 0100 D CLUBHOUSE. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *LOW ROOF- OVEREXPOSED TILE AT THE LAST COARSE OF TILE AT THE RIDGE. SOUTH SLOPE SKY LIGHT NEED THE TILE PAN TO EXTEND ONTO THE TILE 3" MIN. *HIGH ROOF- NORTH RIDGE HAS OVEREXPOSED TILE AT THE LAST COARSE. DUCT WORK NEEDS TO BE COMPLETELY SEALED AT ALL SEAMS AND SCREWS ETC. TILE PAN AT THE DUCT WORK FLASHING NEEDS TO EXTEND 3" ONTO THE TILE MIN. ALL CUT TILES AROUND THE DORMERS NEED TO SECURED TO A FIXED TILE WITH TILE ADHESIVE. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved INSPECTORS NAME: (Printed) P.E. REVIEW plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected corn ies with the OSHPO approved documents. �' ICC #5077516-10 IN ECTORS SIGNATURE Yes: No:= Inspector Initials: N/A REGISTRATION NO, DSA 1 hereby certify that I have Inspected the above reported work In accordance with the requirements of DSA approved documents. Sampling and tasting were conducted In _ �1 3/11/2009 accordance with the requirements of the DSA approved documents. The work Inspected 'SOPERINTENDENTS SIGNATURE DATE corn Ilea with the DSA approved documents. Yes: No: = Inspector Initials: • N/A 'signature audIorizes the above work SCS&T 205 REV 2108 OIL SOIL A aCALIFORNIA B5r EBTMO. INC. r s 1' SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00576 6280 RIVERDALE STREET, SAN DIEGO CA 92120 ` Phone (619) 280.4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: P� N� FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE C]REINFORCED MASONRY ❑ WELDING ❑FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE A: DSA IOSHPD FILE NO.: '• DSA APP. NO.: DUNE PALMS BLDGJ 9100 N/A N/A PR C D SSRMIT 47-795 DUNE PALMS ROAD NO.: .. 07-2694 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING J 9100 ROOF TILE IN PROGRESS MATERK CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/I2/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING J 9100. ALSO OBSERVED THE INSTALLATION OF WEARTHERBLOCKING AT THE APRON METAL/ COPING WHICH IS THE TRANSITION FROM THE STEEP SLOPE TILE ROOF TO THE LOW SLOPE SINGLE PLY ROOF SYSTEM. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. ROOFERS WERE ALSO INSTALLING MORTAR FOR WEATHERBLOCKING AT THE APRON METAL/ COPING AND AT THE HIPS. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- PUNCH LIST ITEM LISTED ON PREVIOUS REPORTS WAS CORRECTED. ROOFERS THREE COARSED PVC VENT PIPE TO FLASHING INTERSECTIONS WITH PACIFIC MASTIC AND FIBERGLASS WEBBING AS PER MANUFACTURERS RECOMENDATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-1 O accordance with the requirements of the OSHPD approved documents. The work inspected complies vnth the OSHPO approved documents. Yes: No:= Inspector Initials: - N/A SPECT R IGIIA REGISTRATION NO, DSA I hereby certify that 1 have Inspected the above reported work In accordance with the 3/12/2009 . requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS SI RE - E accordance with the requirements of the DSA approved documents. The work Inspected corn Iles with the DSA approved documents. , Q In Initials: N/A *signature suMonzes the above work 205 REV TA8 Yes: No: ctor SCS&T s SOYTNE CALIFORNIA SOIL A T11STIA10. INC. V 1 1 SOUTHERN CALIFORNIA SOIL & .TESTING, INC. MW: 00575 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280.4717 93-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: P� Nl tt` I I CI�� --- wr FIELD INSPECTION REPORT FOR: C]REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: DUNE PALMS 7BLDG PHASE t7: 8200 DSA IOSHPD FILE NO.: DSA APP. NO.: N/A PROJECT N/A 47795 DUNE PALMS RD.07-3232 I o.:PLAN FILE :LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: SDR LOCATION OF WORK INSPECTED: MATMIAL CLASSIFICATION: BUILDING 8200 C-1 EAST PATIO FLATWORK SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/12/2009 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: " ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE EAST PATIO FLATWORK FOR BUILDING 8200. " RESULTS OF SLUMP TESTS ARE NOTED BELOW. ' ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK "SAMPLE 2 47-795 DUNE PALMS ROAD 2.75" 80' . 55 MIN 241526 160 EAST PATIO FLATWORK - CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the INSPECTORS NAME: (Printed) P.E. REVIEW: approved plans, specifications and applicable sections of the governing building laws. -' MILES WOODARD Inspector Initials: MW., - OSHPD I hereby certify that 1 have inspected the above reported work in accordance ,Ant e requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected complies the ICC#5077516-92 with OSHPD approved documents. Yes:O No:= Inspector N/A SO TU REGISTRATION Initials: DSA I hereby certify that I have Inspected the above reported work In accordance with therequirements NO, . of DSA approved documents. Sampling and testing were conducted in kINSPECTORS 3/12/2009accordance with Ne requirements of the DSA approved documents. The work InspectedRINTENDENTS TORE - DATE - com Iles with the DSA approved documents.Yes�No: InSpt:cttu Initials: N/A ture authorizes theebove work - SCSBT 205 REV 7/08 e SOUTHERN CALIFORNIA - r ' So1L A T".TING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00574 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775.5983 Fax (760) 775.8362 SCS&T FILE NO: 0822004P P.O. NO.: NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING/ WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING f l PROJECT TRIP: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS 47795 DUNE PALMS RD. • PERMIT NO.: � 07-3242 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: ., SDR BROWN LOCATION OF WORK INSPECTED: BUILDING 8100 C WEST PATIO FLATWORK SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/12/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE WEST PATIO FLATWORK FOR BUILDING 8100. • RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK ' *SAMPLE 1 47-795 DUNE PALMS ROAD 2.511 .761 55 MIN 241520 149 WEST PATIO FLATWORK ' CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVI the work inspected is to the best of my knowledge in compliance with the approved plans, laws. MILES WOODARD specifications and applicable sections of the governing building Inspector Initials: r MW - OSHPO I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INSPECTORS SIG NA REGISTRATION NO, — DSA I hereby certify that I have Inspected the above reported work In accordance with the - 3/12/2009 requirements of DSA approved documents. Sampling and testing were conducted in UPERINTENOENTS SIGNA RE DATE accordance with the requirements of the DSA approved documents. The work inspected cumalle1 a with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above work SCsaT xos REV 2108 —YesNo: MAR-27-2009(FRI) 10.50 50UTHERN CA 50IL & TESTING. '(FAX)760 775 8362 P."022/022 EMM`A, `S SOUTHERN CALIFORNIA SOIL & TESTING, INC. • 00596 62H0 kIVE,kdALE:Ct'kHE'l',SAN ulscfo CA 9212n • IM,nhc (619) 2RI1.4321 Na: fA19) 250.4717 • R3.74n CITRUS AVF'NUP SURE G. IMTO, CA 92201 ' Pharte (760) 775 -SBM Fax (760) TTS•8362 SCS&T FILE NO- OB220O4P P.O. NO. I C I w I PL NC FIX PAGE 1 OF 1 FfFIM INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C1 G corcRim ❑ ROOFING/ WATERPROOFING ❑ P.T. CONCRETE 1 STRF84 ❑ E.POV ANCHORS ❑ N.S. Bwwo pA0J LTTTdIE: MOM 0! MAK1'.,gPD FU ND_ tJSA APP. 1/0. DUNE PALMS BLDG 5200 N/A 'N/A 47795 DUNE PALMS W. PLmll VQ; 0G-3410 Km P49 .;LA QUINTA ANDII1kC1; [NGINEIR INTERACTIVE DESIGN GRAYNER ,.. -.. NAILCONmA[.'f01k - SUORRO - . .BROWN SDR tLUTtON of wara.anEc,eo: . BUILDING 5200(NORTH SMEWALK) SIMON MIX# ES 08-009 2500 PSI C0NC1tE'CB DATE: 3/238009 TIME AP5dWO: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX OES OR -009 2500 PSI CONCRETE WHICH WAS PLACED AT THE SIDEWALK ON TtIE NORTH SIDE OF BUILDING 5200, RESULTS OF SLUMP TESTS ARE NOTED BFF.OW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK 'SAMPLE t 47-795 DUNE PALMS ROAD 2.75" 64' 55 MIN 241781 161 NORT�l SIDEWALK t CBC t hot -by eertlh that I have Inopopad 8h above reported work. unlace noted other o. tha work Irrspo¢od In to the Deal of my knitmiudgo In COMpllarwm wMh the approvod plans, It w9cTOR8 NAME: (PNntodl P.E. I"pIN: speclUmIlons and apokabie sFl00011e d/ the go—ming bulldlnp laws. MILES WOODARD Inspector Initlow. mw. OSHPD 1 hereby oorry Inst 1 here Ihepeeled the obeve rePotled WCAc in --am the ropulromartts or OSHPD appmvad dmpfm Omnents. Sag and tas*V Were conducted In ac00►dahoa.vhh the repulrements of Ove OSNPD approved dOpt111 mis. The work kmpe0ted ICC#5077516-92 .Mlh the 09HP0 approved docum.. ent Y—= Nof= I.Pectorinblalc N/A e+BPF 9i IATIIRf WaterMTWN0, DSA I hereby tory that I have Inspected the above roppted work inaccordenoa wrtn the - rogrsrwt^nta of DSA apprevod drrutrants. Sampling ave taarurg warm Conducted In 3%Z.i/20 accomatice with the requlmmants orths DSA aptatovcd damir tents. The wart Irmpectnd SIGMATi1RE com . «IMI the OS^ aPP�wrtd rtocurnents. Vac=NM Q Inspector tri twr N/A autnortrea me aDere amt acear rrr rov aim MAR-27-2009(FRI) 10:50 SOUTHERN CR SOIL & TESTING (FRX)760 775 8362 �P.021/022 sour.ronwarswowwu SO•(7THERN CALIFORNIA SOIL & TESTING, INC.'' MW :00597 b e2Nn W VERDALE STREE?.SAN DIEGO CA 92120' Pt=c (619) 2A0.4321 Pa: (619) 201!•4717 lYl $3-74n CMUS AVL'tIUL SUITS G, rKDIO, CA 9=01 Phone (780) 775.5989 Fax (760) 775-MM2 S=T FILE NO: 0(522004P P.O. NO. t' C-TKIPL NC ` �( PAGE OF 1 • F'IELO INSPECTION REPORT FOR Q REINFORCED CWCRETE ❑ REINFORCM MASONRY ❑ wEl coma ❑ FIREPROOFING CLC CONCR£tE. rl ❑ROOF 1WATEWROOFING ❑ PT.COt1CitMIStwM 13 EPDXY MN HOM ❑ HS.90LTiNG rNwer USA MMM FILE 110 " MAAPP.MD.: DUNE PALMS BLDG 7200 •1I N/A N/A rw I nw6; 47795 DUNE PALMS .RD. 07-3248 LA QUINTA . A WTECC EIrCI1lEi� TNTERACTTVT3 DESTGN _ GRAI'NETt aN-4RAC=frR lCI*k sue RACTUR ' BROWN - SnR • 1DUT10NOFwowswgITCretr BUILDING 7200 B (NOR'T'H CURB)` CtABNarGucurt _ _ t SIMON MIX# LS. 08-009 2500 PSI CONCRETE DATE: 3r-3/2009 TIME AMUVED: TIME OEPARTEO: i DF.SCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WI•IICI-I WAS PLACED AT THE CURB NORTH OF BUILDING 7200. . • RESULTS OF SLUMP TESTS ARE NOTED BELOW, x' ADDRESS 5LUMP CC. TEMP TIME TICKET :TRUCK ' •SAMPLE 2 47-795 DUNE PALMS ROAD ' 2 519 • 669 � 45 MIN 241786 147 ' NOR71-1 CURB CDC 1 I eby eaAlry OwA I he" inspected the above nspoded work Unless Holed oermwias, 04WCTOM NMAL: (Pd msdl P.E REVIETIy the wok Inspoclod Is to rho bout ad my kno dotlpo in eanpllance wllh the apprw ma pian. _ epedfitatlons and apolimble seedons of dw go ming buiding laws. MW. MILES WOODARD lnspoclor I"lak C"PO I herWy eeMft nlal the" Inspected the above fepofted work Nr once with mgrdronents of CMPD apprarad docrarwnfttr I—wlkm wow toatlhp wean; eonaucm In ICC#5077516-92 accordwee with 1118 requtrem8nta d Me OSHPD aaarored doeuntenU6 The work Inspected "An the t22jjP9 Opp o.eddeeumants. �R9 NATURE'- REGIS'IItAT10NM0. Yew= No4---j Inspoetn bmWcI : 1`1/A .. - 08A I hmeby cerrtly that 1 haw-tmpeatee theasaw: repanad work trr arAordenpa wnh t►re 323/2009 r..quW-~te et PSA AMMWrd deaumer". Sempung end testing were conducted In �•/ acoordwi0e wtth Ilse requlMmenle of 0% 013A appfothr0 doculnenta. Tiro work Inspected SlCd1AlU� woanipma an apprt"..a Aa.rr...rN. Yai No: Ineptxtar ktltlela N/A •egne►vre ardltniraa flo abwo work - ' stsst 7tr.+wV� MRR-27-2009(FRI) 10:50 SOUTHERN CR SOIL & TESTING (FRX)760 775 8362 P.020/022 SCHL a w °�`a'c'r"` rrr` SOUTHERN CALIFORNIA SOIL, & TESTING, INC. MSV: 00598 r 6280 RIVERDALE STkEET. SAN 011-'00 CA 92120 • Pboat (419) 280.4321 Fax (619) 2804717 R3.740 CITRUS AVEN IL SUIT- G. IW IO. CA 422(11 •Phone (780)7755983 Fax (760) 775.8362 SCSaT FILE NO, 0822004P s; P.O. NO,: C PL NC FIX PAGE 1 OF__I_ FIELD INSPECTION REPORT FOTO ❑ AONFM= CONCRETE ❑ REINFORCED MASONRY ❑ 1nI WING E)FIREPROO NG O. C. CONCRETE ❑ ROOFING i WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCNORB ❑ K& BOLTING CI PROiLTTTRL PWt9Et bS1 P"POFlLENO,; MAAW.NO-* DUNE PALMS BLDG 5100 N/A N/A 47795 DUNE PALMS RD. 07-3245 LA QUIN TA A%DaW: BtGINEER INTERACTIVE DESIGN GRAYNER GENL•RALCONTRACTOIC SLtlogNTRACfgC BROWN SDR t.orATtCM OF tNoloc elSpEtTF.D: BUILDING 5100 B (WEST PATIO FLATWORK) SIMON M.IX# ES 08-009 2500 PSI CONCRETE DATF—° 3/23/2009 TIME ARRA: TIME DEPARTED: DESCRIPTION OF WORK INSPECTeD: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES OM09 2500 MI CONCRETE WHICH WAS PLACED AT THE WEST PATIO FLATWORK FOR BUTLDTNG 5100. RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS SAMPLE 3 47-795 DUNE PALMS ROAD WEST PATIO FLATWORK SLUMP CC. TEMP TIME TICKET TRUCK 2.5" 706 50 MIN 241799 161 CBC 11oweby certify that I hove Wmwecled the above reporlod work. Unloss noted elrnnvdee, the work Inspected Is to the beet at my knowledge In con, Innim with the approved plana. apedfkbllons and applIcabie sections of the governing building laws. IncpemorIntents! ' MW. 09NPD I hereby corMY that I hum inspected the above reparted work In aoo0 enc- with t o rQqulr~ta of 09NPD apprwied Coeunents. SamplMp and Waft were ronduase In ecoordenee whh dw mquM enta of the OSF" approved doaenents. The work Inspected mrp"s wsh 1 O PD approval 0-gAaenta. Yesr1 N Inapsaor Millet.- N/A 0EA I hereby cortily that t hove Inspected the above reported work M arowdwme with the r-4ukemanta M OSA approved doonnWa. Sampling and ►aaanp rove oonduafad In aOhonlorron with Cie rewitommimts of die DSA approved documanM The Werk In:po~ complieswlth thu til^ approved-ocurewn 06 - - - Yes:1=Ne: —� Wamdor bt dWL N/A AMES WOODARD ICC45077516-92 artwATYRE RE6161'RATArI NO, 3f23/2009 Affi6mmum &Q ATUW.JUTE --oniare &Oxw tse go show apdr xasraetaev>ws i MRR-27-2009(FRI) 10.49 SOUTHERN CR SOIL & TESTING (FRX)760 775 8362 1 P.019/022 V ecu A,lrowrr'aawa ea'zu'e1G SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW; 00599 1S2Hu Rlvl:RDALC STRFEI'. SAN DIEGO CA 921211' Phone (619) 280-4321 Fax (6 19) 20W717 —^-� 93-740 CI'ilt[IS AVEWF SUITE G. INDIO. CA 92201 • Phone (760) 775.5983, Fax (760) 775-8362 SCS&T FILE NO: 08220041' P.O. NO.: C PL NC PAGE I OF 1 FIELD INSPECTIOX REPORT FOR. ❑ REINFORCED CONCRETE C) REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.GCtNNCRETE ® ROOFING/WATERPROOFING ❑ P,T,CrMCWTEISTRESS ❑ EPDXYANCHORS ❑ K&BOLTINGrl r PRO:EC IM I'NASC 0. Orrh IO n FRE W: NO.; DUNE PALMS BLDG 4200 N/A NIA T AOORE118PhMIT NO.; MAN tlLk �LA 47-795 DUNE PALMS ROAD 07-3244 QUINTA IINaa1hCT Elai Rw INTERACTIVE DL -SIGN GRAYNER GENSNAt.CONTpACtoR: • cwifiACrtxt BROWN DRI WATERPROOFING UMATW OF iMOR1C 1N9PECMD: SUILDING 4200 A-1 WLIST OREEZEWAY 26 GAUGE L METAL RIB LATH. 1" CROWN X 5/8" LEG GALVAN7ZED STAPLES PLI DEIC. GU80-1 GRAY BASE. GU80-1 ACRYLIC EMULSION ICSO ES ER -3732/ GS88-1 ACRYLIC TOP COAT DATE- 3/23/2009 TIME ARRIVED: TIME DEPARTem DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING (TOP COAT) ON TINT' WEST BREEZWAY OF B=ING 42001- LAU INSTALLED THE GU80-1 GRAY BASE SLOFLD TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-1 ACRYLIC EMULSION ICBG ES ER -3732. THE FINAL TOP COAT OF GS89-1 ACRYLIC WAS PATNTFD INTO THE ANGLE, AND WAS ROLLED ONTO TWE DECK AND INTO TRE DRAINS FOR WATERPROOFINC. TOOK DIGITAL PI40TOS OF TYPICAL WATTERRPROOF7NG LNSTALLATION. 08C 1 ha►wby cer6y ehat I nava NwOected dna above reported worts Unkwa naiad elherwiw. �� #AML- IPrmEod) P,E REVIEYY: the work irhspoctoo le 10llhe boat d my Iahpvledpe 1h campllance wllh the approved pinn4 %P¢ctlCatWha alhd applkattlp aocOotta dine eahremlrq bulldkhA laws MILES WOODARD InApeCerMltto� M.W. OSHPO I Iletaby curdy Mat I ha.e impacted the aboae reported waikineocordancowithina requirmnanis of 08HPD approved owinw.te. Sampmo Rnd tML4m wem CandNCW Ih accartlanoe with the ree*onrents Of Om MNPb approved documents The work IrrobectedlefiO4 ICC #5077516-1 n oernptbc with thw NP0 approved dMwAenla. Nr1111E REOtBINAr10N NO, rno;Q lnspectorintk*w N/A . DSA I horoDy CWUry UmL 1 hovo Inopectud Oho ebovd roported workin aaouromw wW h the , "Ultu"mnt d Ot3A approved documanbh, 801'"Wihd and toetkha wwre eenducted In — 3/23/2009 RODMIJIM0e wth the MWIP01thardc of 1110 OSA aprrrovad domman%. Tiro work Inapnctad WERMENOM 91CILUUFJ E 0XTMfkMWI2hlhr06A"uved documents. Yeb: IYo: IRtyOG(pf hdtlala N/A mum out horam tits abbvo work 1M!IYT REY bEa MRR-27-2009('FRI) 10:49 SOUTHERN CR SOIL & TESTING (FAX)760 775 8362 P.018/022 aoUrrrarr aa.PdrUM Boa a Tva"No. ora I G I Z I SOUTHERN CALIFORNIA SOIL•& TESTING, INC. MW: 00600 6290 PrMILDAU STREET, SAN 011300 CA 921211'I'hohc (6 E' a 19) 2wi,4321 Fox (619) 2844717 113-740 CMUS AVENUE. SUIT, INDIO. CA 92201 • Phone {760) 775 -SM Fax (760) 775.8362 SCS&T FILE NO: 0922004P P.O. NO PL NC FDC PAW 1 OF 1 RELD INSPECTION REPORT POR: ❑ REefFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELOINO ❑ FIREPROORNG Q G GON1�tETE �]! ROOFING 1 WATERPROOFING ❑ P.T. CONCKMI STRE98 . ❑ EPW ANCHORS ❑ K& BOLTING ❑ M CTl11tI'_ t1r0.5Er OSAIo3tPUFUNP� MAM.110: DUNE PALMS BLDG 41 W N/A N/A 1 PUNT RW 47-795 DUNS PALMS ROAD . 06-3409 LA QUINTA Axalrrlcr: tarceakk INTERAGTI Vis DESIGN GRAYNER QEHERALCQKrPAG OR AIDIbNTRALTGiI BROWN DRi WATERPROOFING LOW= OFVf=Oavtcn:D: BUILDING 4100 A-1 WEST BREEZEWAY 26 GAUGE L METAL, RIB LATH, 1" CROWN X 5/8" LEG GALVANIZED STAPLES PLI DEK. GUMI GRAY BASE, GU80-1 ACRYLIC EMULSION ICBO ES ER -3732/ GS88-1 ACRYLIC TOPCOAT DATE 3/23r2OO9 TIME ARRIVED: TIME DEPAKT91): k�s-=IPTIOK OF WORK INSPECTED: 'ON SITE FOR THE LIItiIIT ED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING (TOC' COAT) ON THE WEST BREEZWAY OF BUILDING 4100_ • DRI INSTALLED THE GU804 GRAY BASE SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-I ACRYLIC EMULSION ICBO ES ER -3732. THE FINAL TOP COAT OF GS88-1 ACRYLIC WAS PAINTED INTO THE ANGLE AND WAS ROLL» ONTO TRE DECK AND INTO THE DRAINS FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL WATERPROOFING INSTALLATION. c C9C I harW1Y eereN that l have wmpeded Uri above roportad worn Unlma notod oUM"Mee, WSPECTOM NAME: (Primadl Ma work kmspwpod la to tho blot of my lawwledpe In ca how with Om apprwod plans r779w— aaae mtl«m and applMable sectlarm of tW oow nlnD aaano taws. MUM WOODARD Inopocmr 01"8: M.W. 0511101 hereby own mw 1 he" Ihepeded ere above rag" work In ancoraw" Will Ufa requirements of 08HP0 apprpvYd dotxmtmte, Sampling and taeling ware conducted In - 8000MOmOe Will the requlh—rrwn- of the OSHPD awmvgd documerM& 'no woo Impacted i ICC #5077516-10 oorrKWW WW theapproveddooumentr< N/AtOCNATURE Yom= NO IneperYor In lobe I�OurtRAllotrNO, DSA 1 han*Y oer0ty that I kava ONrpeded the obove reported work in- onre with eM 3/23/20099 h Quiturnenid of DSA approval documents. RomrpOrele na And bvetlhe Bcwwhm lad M ACDDIdmmv Wltlr ere requlremm to of the DSA approvmd donlm mm. TTM wok IhepeeAad oat %01h Uw DSA epprevad documerdrL _ Y-7-1m=U"PeC10r wt 1G N/A` WWwe KAlwi se ere above aorh v-.ar xh ary MRR-27-2009(FRI) 10:49 SOUTHERN CR SOIL & TESTING (FRX)760 775 8362 +R 017/022 f � sour pOi I GAA1MR Yw so`..us„e` .i` SOUTEERN CALIFORNIA SOIL & TESTING; INC. 1►,�� T 6280 R.1VM DAU STREET. SAN DIE(10 CA 92120 • Phone (619) 280.4321 Fax '619) 290.4717 ' lel X601 " 074U CITRUSAVENUF, STJTM G, INDIO. CA 92201 • Phone (760) 77&SM Fax (780) 776-MG2 . SCS&T FILE NO: 0822004P - P.O. NO.: L C PL NC FIX PAIR 1 OF 1 FIELD INSPECTION REPORT Ka ❑ REINFGRM CONMETE ❑ REINFORCED MASONRY ❑ wammo, I ❑ FIREPROOFING 0.G CONCRETE Q ROOFING /WATERPROOFING. 0 P.T. MNOtMISTWM a EPOVANCHOR6 ❑ H$.I30LW4Fj PnO=Tnm PNASE /: 6rtmsNpO f" ao- WA kw. woz DUNE PALMS BLDG 6200 N/A NIA .eaKjolli r4w PLEA FLE No-, 47795 DUNE PALMS RD. 07-3223- LA QUINTA MICMRL•Ci: @SER 1NTERAC Mrr. DESIGN GRAYNER t�ir�tAAt,cwtln.cTort: , suo colt BROWN SDR IAGt tCrt GF wOfa tir8}ECIED: BUILDING 6200 B-2 (NORTH CURB) x VATERLfA.QAWHCAT*K SIMON MIX# PS 08-009 2500 PSI CONCRETE DATE: 3/24/2009CfESCRITIME ARRIVED: TIME DEPARTED: PTTON OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUWT TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX ltES UR -009 2500 PSI CONCRETis WHICH WAS PLACFD AT THE CURB NORTI3 OF BUILDING 6200. • RESULTS OF SLUMP Tr,S`M ARE NOTED BELOW. - ADDRESS" SLUMP CC. TEMP TIME TICKET TRUCK •SAMPLE 2 47-795 DUNE PALMS ROAD 2 5" . ' 66' 50 MIN 241806 162 NORTH CURB w CBC 1 herey by GoreOW1 h-" OwwOctoe ew above reported work tlnkree nded odrarvnaa, INSPECTORS NAME; (PftttM) P.E REVIEMr' tho work btapectad Is to the boat of my W.r Aodgo to oommance with tha approved PL" aped raftm OW ahk sections of the gowemino buhdlna taws. MfL',ES WOODARD In9nedor InmahL mw. CTiMPO I heieby oerlly Utat 1 have inspected Me above reportcd work Ing' aeEcor requliYrtwnle M OSNPO apprpred doeumonB, $211lppna end l m*q warp mWueled In acoordanoe with ft rWWrerrlente Of Ura 08HP0 oppmftd doeumenta. The work Wapocted wNh "r5 °P°'pp'oroa e-aameniz ICClI5077516-92 red No Irteperxar TntUdc N/A REGtSiRATIM rtp, 08w 1 hereby wtUfy that I haw Inefxw.'ted the atww raPonadwork In uocommmi)e with the P,,—nm of OMA Approved douananta• S MPffha end toatfng wwre cohductod in .3/24/2009 accordenw with Om rw NV ft ehta of tiro 08A apWoved doeurrwnlq. The work Inapoead rf CwftWlm with Um ORA approved docu"ww+lg rap No: Inspector InW de: N/A awhwu= Mw ewes work - cts.r�r osv� L MAR-27-2009(FRI) 10:49 SOUTHERN CA SOIL & TESTING (FAX)760 775 8362 P. 016/022 l SOUTHERN CALIFORNIA SOIL, & TESTING, INC. Mw. 00602 621110 It1VERDALE S7".hT, SAN DIEW CA 92120 • Pbone (619) 2904321 Fax (619) 280-4717 83.740 CrMUS AVENUC SUITE G, INDIo, G 92201 • MwnIe (760) 775.59M Fax (1110) 775.8362 S=T FILE N0: 0822004P P.O. NO- , F -cFVl NC FIX I PAGE 1 OF ) FIELD INSPECTION REPORT FDit ❑REINFORM CONCRETE ❑ R$NFORCW MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ❑ ROOFINO / WATERPROOFING [3 P.T. CONCREM /STRESS ❑ EPOIIY ANCHORS ❑ K& SOLIlNO rl PIMIM If= p4m is om x)mm f LLL• NO: 0.411 AM. ND_ DUNE PALMS HL'QG $100 N/A N/A 47795 DUNE .PALMS RD. 07-3245 LA QUINTA ARg1f1Ll:T: E/tOINEER INTERAC 7VE DESIGN GRAYNER oEWSI CONTRACTOR BROWN sunOONIRCTort SDR UWATION OF WOW 100 kf?w - BUILDING 5100 8 (NORTH SIDEWALK) SIMON MDC# BS 09-009 2500 PSI CONCRETE DATE: MIA12009 TIME ARRIVED: 11 ME DEPARTED: OESGRIPTION OF WORK INSPECMD: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MTX #ES 08.009 2500 PST CONCRETE WI.IICH WAS PLACM AT THE NORTH SIDEWALK. • RESULTS OF SLUMP TESTS ARE NOTEM BELOW. ADDRESS SLUMP CC. TEMIP TIME TICKET TRUCK •SAMPLE 2 47-795 DUNE PALMS ROAD 2.5" 68' 50 MIN 241810 147 NORTH SIDEWALK cac I nYroby certify nes I Hare Inapowed aw a00%re hNwtted watts Urtteee voted otlorwm, RiMT=0fta NAS_ E: 0"ntod) P. REr1EW: ft* work InsPOCted 18 10 are Dost of my knowledge in corrolanee wllh the apprwjed plans. spccltleel om and appkable aeodoe. of the povemlhq bLMjnp IRws. MILES WOODARD .. Inspector Initials: mw. 08MP01 harnby Oaflxy U -L 1 have Inttpeelad Oro above roPorled work In ..awme vAth the hl nlgett}R}n of OSMPO R11PrOvad documm te. 8amplltlR and modrg weft oonduclod in cmw4—wl-* eccohfenee wnh the fegWtenwnm of N1e.O8MP0 apprwpd dOctatlenls. The wwk Inepeded I.CC#507751(►-92 .Mh dre 09MP0 approved docwnonts. Yes No;Q InapectwIr* W. N/A REGISTIUMNW 08A f hereby sermy Owt 1 have In -.pooled Oro ebara.nepmt Walk th aceoraarme Wllh the ragWRMPAM8 of DSA appnmod doaaneneL 8wnp8np and to ---Ung wam eondticted In - /24/2009 ECOPMRnOe W(th Use nsqulfwnante M the OSA QPW* rod documonta. The Werk Inopodwl 118 91mnm WITE Ilee VAth tha 08A sWoved doonrwnta. Yao No: = Inspwor InWels: NIA we ewhodroa lna am" ,work tv'ARTtlet REV 9a MAR —27-2009(FRI) 10:49 SOUTHERN CA 50IL & TESTIN6 (FRX)760 775 8362 i eau nw.�• c:.a•oa«M orf. � TGa7Wq IMG. } P. 015/022 SOUTHERN CALIFORNIA SOIL &. TESUNGr, INC. MW: 00603 6290 RIVERDALE S7RI:1:7', SAN DIEGO CA 92120 • Phoeo (619) 2Nt"321 Fe: (619) 280-1717 A3-7.10 CITRUS AVENUE SUrM Cr, INDIO, CA 72201 - Phone (750) 775.5983 Fax (760) 775.8362 SCSV FILE NO: 0822004P P.O. NO_ C PL NC. PAGE 1 of I FIELD INSPECTION REPORT FOR ❑ REINFORCED CONCRM ❑ RONFORM MASONRY ❑ WELDING ❑ FlREPROOFING OL C. CONCRETE ® ROMMIG I WATEAPRO"03 ❑ PRT. CONmETE TSTRESS ❑ EPDXY ANGNORS ❑ K& 5WR4 I—I PROX071W PKUGw. DSAIO5NPD1111110.; MAORNO: DUNE PALMS I BLDG 5100 N/A N/A 47-795 DUN I. PALMS ROAD 07-3245 LA QUINTA aknnTr�T: tlrGIrEER - TN71--RACTIVE DESIGN GRAYN'ER WRrU I CONrnnClOrt BROWN s u DRI WATERPROOFING wrr►TUM OP+noax lNsyssttrD: BUILDING 5100 B SECOND FLOOR STAIR LANDING 26 GAUGE L METAL. RIB LATH, 1" CROWN X 5/8" LEG GALVANI= STAPLES' PLI DEK- GU80-1 GRAY BASE. GU80-1 ACRYLIC EMULSION ICBO ES ER -3732/ GS88-1 ACRYLIC TOP COAT DATE: 3/24/2009 TIME ARRIVED: TIME DEPART@O: DESCRIPTION OF WORK TNSP*CTt6t' *ON SITE FOR THE LIlGIITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING (TOP COAT) ON THE SECOND FLOOR STAIR LANDING. DRT TNSTALLED THE PL.I DEK GU80- I GRAY BASE SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-1 ACRYLIC EWULSION ICBO ES ER -3732. THE FINAL TOP COAT OF GS88-1 ACRYLIC WAS PAINTED INTO TlI.F3 ANGLE AND WAS ROLLED ONTO THE DECK AND INTO THE DRAINS FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL WATERPROOFING INSTALLATION. , CBC I hereby certify that I have in -pea the &o*w* repoRed work Untaee noted othervAco, INaPECTorm NAMR; Pte) Pyr. Nelntew: ttw work Inepecled Is to the beet of my knowledge In m/np:mnoo wen trw approved prone, speditndorm end appikahle sealons or the oovmr no bug&M taws M ILC5 WOODARD Inllpedor InlDetw.. MW. OSHPD I hereby caNy:tut 1 ham Inepected the above leMded work in rme wn "m Ince prements w ddn wilt Me rea,i nd the 03HPD approved em docu neThe vmrk IIepleaed ICC 95077516-10 corrplkm %ft the l ask" approm dominant.. Y,m= No'= Irtep ew initka! N/AMr � � MMIX A DSA 1 hereby certlty that I ham Imp6eted ate above hrportad wark In acmr . non wnh ttw 3/24%x009 ra 1ulrentente of OSA apprened documentL.Sompling aryl tantin0 w o eendudM M a000rdenee with the tequlrementa of the DGA approved doelltrmint& Tire work ImpededWOWCAT v- ns porn A approved dowmerrta N/A aumahw me eo" mark YW Newlth trt q row blgi w .;7.p rn Imv rrw MAR-27-2009(FRI) 10:49 SOUTHERN CR SOIL & TESTING (FAX)760 775 8362 P.014/022 i SOUTHMRN CALIFORNIA. SOIL & TESTING, INC. MW 6280 RIVERDALE SME T, SAN DIEGO CA 92120 • Phone(619) 2Nt1.4121 Faa 619) 280-4717 1�i n 00604 X3-740 CITRUS AVENUE. SUITE G, INDIO, CA 92201 • Phone (760) 775.5983 Fax 760) 775.8382 SCS&T FILE NO: 0822004P P.M NO.: C PL NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑REIWFORCE000NCRFTE ❑REINFORCED MASONRY ❑ WELWNG ❑ FIREPROOFING 4 a CONCRETE IM ROOFW f WATERPROOFING ❑ P.T. CONCRETEI9TI M Cl EpoxyANCNOR.S Q N.S. BOLTING ❑ Ptt slLGlwris P►IABE 1: Den a aro r+tF N0: tri r w. N0; DUNE PALMS BLDG 0100 N/A NIA 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARChnW: IetClrsl0. INT URACTIVE DP -SIGN GPAYNER ae� CONritACTOR: 8N6Ix>KTrtACTtxt DROWN DRU ROOFING wcAT1oW of tnolnc rtnP�cT411: MAMWILLUUMFiGgEft BUILDING 0100 D CLU13IIOUSE LOOF TILE REPAIRS FONTANA VULCASEAL #30 ASTM 'D-226 TYPE IL ICBO ES ER -5434. MCA CLAY ROOF TILE. PACIFIC MASRYC DATE. 3/24/2009 6e 8D ROOFING NAILS, WIND CLIPS TIME AARIVED: TIME DEPARMO: DESCRIPTION OF WORK INSPECTED: ON SITE FORTS 1 4 MO VISUAL INSPECTION OP TI•IE ROOF TILE REPAIRS WHICH WERE MENTIONED ON MY REPORT ON 3/11/2.009. OVEREXPOSED TYLE AT THE RIDGES MENTIONED IN MY REPORT WERE REMOVED. THE NAIL WOLES WERE SEALED WITH MASTIC AND T[•TE TILES WERE REPOSITIONED. N[1JCT AN ADDITIONAL HALF COARSE OF TILE WAS INSTALLED TO MATNTAIN PROPER EXPOSURE ON THE TILE. THE RIDGE NAILER WAS SEALED WTPH MASTIC AND THE TRIM TILES WERE INSTALLED WITH RAIN BUSTER 850 TILE ADHESIVE OVER THE NAIL BEADS. PAN MENTIONED IN MY REPORT WAS EXTENDED ONTO THE TYLE AS REQUESTED. CUT TILES AROUND DORMERS WERE SEALED TO A FIXED TILE WTTB RATNUUSTER 850 TILE ADHESIVE AS REQUESTED. WORK WAS SEALED AT SEAMS AND SCREW HEADS AS REQUESTED. CBC t horeby QWUly Ihat I kayo Inapga«d Um aharo rOW 04 wMk. Unleac notoa opw w4ee, 090MCMRS NAS: (PrkftM themaoadpne ectd Is 10 0- bW of mowy Ima M COrrtatiance whh the vM&ved Plana. apoofflvoog—We aactlom or Ute amernkm buUmm Iaata. MII.ES WOODARD kmparxor Ittllla w M.W. CSHPD I hereby certify that I r w e IrtapemW the aootre repmlod work In o00010anee an c rbgllkerrwnm W OBMPD aprprwod dowmatta. Sampling artd leOM woe condttCtey M .ocoory..a�rwe wllt the reatirenmft of Ute CSNPD approved document:approved doa~hL, The work Imrpacmd ree: NaLJ Irwpedalnllia&. N/A � DSA 1 hereby CetUry the" nava tnepetled the above reported work In a000rttprtce wkh the f"Wrenments or titin approved docurnantp. SOmblilim and tanhnp ware conducted to 9CCehlorr.n with the rogUlhatnenm of tha OSA a proved dornottertta. Ttm work kwpocw 7". Ion*" tha nSA mn_woanOCUhrntyow No: Q Inspoclor Ir111dals N/A au todrey IN above Rork Py - TCC 45077516-10 REQIIWT= NO. 3/24/2009 MAR-27-2009(FRI) 10:48 SOUTHERN CR SOIL & TESTING (FAX)760 775 8362 P.013/022 SOUTHERN CALIFORNIA SOIL. & TESTING, INC. MW; '00605 62Nn WVERDALE S7RL•CT, SAN 011100 CA42120 • Pbone (619) 2N11.432i Fax 019)) 280-4717 83.740 C17Rus AVIENLai, SUITE G. MIO, CA 9MCI - Phorle (7601 T7S5083 Fax AV) 77-9.M SCS3T FILE NO: 0822004P P.Q. N0: 14 C PL NC FIX PAgF 1 OF 1 FIFO NSPEC710N REPORTFOIL ❑REINFOR=COWAM ❑(EINFOR=MA.SONRY ❑ WELINNG ❑ FIREPROOFING Q C. CONCRM ROOFING I wATERPRwnNG P.T.©CU CWM I VWM EPOV ANWRS Q KS, SIXTING 13 PAMM IME ROSE a DSA IDSM FYE NO.: OSA APP. NO.: - OUNE PALMS ISLDG 6100 N/A NIA 47795 DUNE PALMS RD. 07-3249 Km I -LL .IA QUINTA PRL'hftcT: ENWNEEft INTERACTIVE DESIGN GRA'YNF.R QEKKAL CONTRArMR BROWN llus CONIK=aw SDR LOCATION OF VOW NOPU1W. SIMON MIX# KS 08-009 2500 I'S1 CONCRETE DwTE: 3012009 71ME AFOWED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON SITE AT DROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX NES 08-009 2500 PST CONCRErrE WHICH WAS PLACID IN THE CURB AND GUTTER ON THE WEST SIDE OF BUILDING 6100. • RFSULTS or. SLUMP T13.$T ART? NOTED BELOW. ADDRESS 1 47-79S DUNE PALMS ROAD SLUMP CC. TEMP T= TICKET TRUCK 2" 68' 40 MIN 241830 164 CWC t Meby o"fy IhM l have kmwwwd the above ropm ad wm Unlooa notatl oomw4w., INSPECTORS NAaAE �rintarfl P E REVI the work hrspapod t0 iha tiaW Of my rnowleCOe In eomPllartee with the =provad Ptwm 60ad[ldRUwm end -PPlk= le sedlom of the t,o„•min9 bWldkW lawn. MILES WOODARD krspa*w lnhk6: MW. 09MPO 1 hereby owM Stet I nave InSWAad the above ram ed work Inac=dai wnhnw' rCQWMrtwnta of 06HPO approval OOOIYIIenia. Sampilnd and leaUne were corrductod in e000mww* with Me reduirenrenta afthe osNPo aplxoved document& TRe work Inaoeeted ICC#5077516-92 Wlh So O -W411000 approved documerdr, Yost (nspar 1"Mela: NIA M CT�5lM� OSA 1 hereby certify that 1 have Inspected tiro above reported work In aoeordarroe with the 3/25/2009 raarbnanwft of 08A opprv"d documents. SenrPUnd and taaurm were mrWucted In -mmdanort wltn me repulrement8 Of the OSA approved dowmmnts The work Inopectml OEMB LUNE own with om OSA eODro"d dooumerda. Yes Ne ktapectar InMallt•" NIA %osahre eudwAm dw ahow Work fY7WT � AN �rM y MAR-27-2009(FRI) 10:48 SOUTHERN CR SOIL & TESTING (FAX)760 775 8362 P.012/022 E SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo6n� 62RD RNP.RDALL+ STItEET, SAN DMGU CA 92120 • Phoae G19) T140,a4 fax (119) 280-4717 .83-740 CRRUS AVENUE, SUTM G, INDIO, CA 92201 - Phone (760) 775 5983 Fax (780) 775.8362 SCS&T FILE NO: 0822004P {''• �� P.O. NO.: PL FDC 1 PAGE I AF ) FMM WSPEC7ION REPORT FOR: ❑ FtRNFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING . Qr-comwm ig IKIMN01WAMRIMMING ❑ PT.COIICRI:MlWRM ❑ EPDXYANCNORS ❑ HE. BMTINGC) PREXIM, TIUL' wtti c DSA10911PDI'Vi NO- - _tsrtOP. 110.: DUNE PALMS BLDG 5200 N/A N/A 47-795 DUNE PALMS ROAD lro:PLm 06-3410 FILE IQ �LA QUINTA stItCJYTfL'T: F.►IgMEEN: INTERACTIVE DT,STGN GRAYNER GENERAALCONTFAattvc BROWN • IP TkCTOR: DRI WATERPROOFING tACrgtON OF wowt ytsaecltn: + BUILDING 5200 8 SECOND FLOOR STAIR LANDING MAltKK 26 GAUGE L METAL. RIB LATH, 1" CROWN X 518" LEG GALVANIZED STAPLES PLI- DM GU80-1 GRAY BASE. GU80-1 ACRYLIC EMULSION IC30 ES ER -3732/ GS88-1 ACRYLIC TOP COAT DATE: 3/? -512009 TIME ARRIVIM: 7UME DEPARTED: DESCRIPTION OF WORK INSPECTED: 'ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING (TOP COAT) ON THE SECOND FLOOR STAIR LANDING. DRI INSTALLED THE PLI-DEK GU80-I GRAY BASO SLOPED TO DRAIN. FOLLOWED BY GU80-I ACRYLIC EMULSION ICBG ES ER -3732. THE FINAL TOP COAT OF GS98-1 ACRYLIC EMULSION WAS PAINTED INTO THE ANGLES AND WAS ROLLED ONTO T13E DECK AND INTO THE DRAINS FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL WATERPROOFING INSTALLATION. COC 1 homey oeraty Ince 1 have in n:i the abovo reported worn Urhleac noted otarwko, the wok lhepeeted le to pee beet eT Iffy knowledge In eoetWlence with the approved ptene, M3PCG7'OM HAW- (pnebdl P.0 REVIEW: bna ord oppltaabk7 aoatlona of ftotweming bulkong knom MILES WOODARD tnepedor Intkhte: M W. 05HP0 I hamby cw try out I hnve InW=od pta above mpo"W wont N ecoortwwe Meth the requkwffmwrte of 08MP0 approved documents Sampling and teating were Conduced In accordance whh the rmwi m w to of the Cwmpo oppmvod dgmffm tl4 The wont (napocted wkh the C MPO approved documents YO&I I N/A� ICC1`15077516-10 REG41 MY01NO. rI.= Inap,.w nlqutlo OSA I hereby aertly that 1 hate Inspected the above reported twrk In a000rdanec wAth the - 7e, reaukehrenln al DSA approved deaNmente. Set""V end tooting Vete aand=ax In 3/25/2009 ao00rderlCo with flee rvgotretttetlte of the 03A Approved dewtnehl8. Tine vltxk kteluedted -trawy omr. SGI ATURE mtt.�with ttm DSA approved docanov, Yae:=Na U Ing -i err Infill W N/A sgrtaMe wimolu" pw eww wk :.Rau hmrn.W few MRR-27-2009(FRI) 10:Q8 SOUTHERN CA SOIL & TESTING (FRX)760 775 8362 P.011/022 4 aaumoew ewtaowaeaO1L7=""�Mr- SOUTHERN CALIFORNIA SOIL & TESTING INC. 62i10 (tlVhltpAl.F' 5TTZI:FT, SAN MEWCA 92120 • Phone (619) 240-4321 Fax (Kly) 211r).4717MW: 00607 V-740 CITRUS AVENUE, SUITE G, INDIO. CA 92201 ' Phone (760) 775.5883 Fax (760) 7758362 SMT FLE NO: 0822004P M P.O. NO_ C PL NC FIX PAGE 1 of 1 FIELD INSPECnom REPORT FOR ❑ RANFORCEO CONCRETE ❑ REINFORCED hl1somw ❑ WELDING ❑ FIREPROOFING 4 G CONCRETE (I]C ROOFING /WATERPROOFING ❑ P.T. CONCRETE /STRESS ❑ EPDXY ANCNORS ❑ N890LTANG❑ pPEIftTTIRP PIWC/: t1SA105WORLENO: WAAW.WM: DUNE PALMS BLDG) 9300 N/A NIA 47-795 DUNE PALMS ROAD 07-2694 LA QUINTA Almintee ErasEEA: IIV71?RAC7IVC DESIGN GRAYNER GENEMCONTRAffM BROWN =COMMAMOK DRI ROOFING LQCA7 N of want W5P'EC". BUILDING 19300 ROOF TILE PROGRESS FONTANA VULCASEAL #30 ASTM D-226 TYPE IT. T.CBO LAS ER -5434. MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16118D ROOFING NAILS. WIND CLIPS DATE: 3/25/2009 'CINE ARRIVED: TARE DEPARTED: FOE7811P"Old OF WORK INSPECTED: •ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING J 9300. `GEN'ERA'L ROOF TILE TNSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" 14EAD ROOFING NAIL PF -R TME OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON TI•IE NOSE OF THE FIRST COARSE OF TELE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. JILP AND RIDGE NAIL FRS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. RAKE TILE ARE INSTALLED WlTI4 TWO NAILS AND MASTIC OTC RATNBUSTER 850 TILE ADHESIVE. NO OVCRE CPOSED TILE WERE OBSERVETA. `*NOTE. PUNCH LIST ITEM LISTED ON :PREVIOUS REPORTS WAS CORRECTED. ROOFERS THREE COARSER PVC VENT PIPE TO FLASHING INTERSECTIONS WITH PACIFIC MASTIC AND FIBERGLASS WEBBING AS PER MANUFACTURERS RECOMENDATION. "WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBG 1 haroby oarWy NMt I hove kmpealod the above ropwW waft Unless noted otlherwkc, the wmk k"Weolad ie m the bust of my WrarwlWg* in compumme whh the aPWared dans. INapecTt9Ra NAME Rrrnted) P.E. REVIEW, speaMcatone ave appRrable sertlans of tha oovomino buRdtnp lbws. MILES WOODARD Inepeetw Inillela: M.w. OBMPD I hereby oartNy that 1 hwa Inepet *d Ilte obore lepra ad work in ocearapnae wah e rOgUkamente of GMPD approved doaxnwta. ao .WgN o end le8ft ware eonducted in scra once wft h the ragwkwents of the oBMpo approved domments. The work btape led00 aomdwea with the OSNPO approved ooatnwts. ICC #5077516-10 ree:Q No= IhapecmrinSW.- N/A Ci4PECTOR3SoGNA REOt81R I'M NO. DSA 1 haebY cw tY l het -1 have tnspoclod the abO.re repartud Wort In accordanoo vom ave tepulrar m is d DBA oweved Ooetanenta. Sampllna and t m*m &A w- conducted In 3/25/2009 smardence with the roqubamatte of Ills DSA epphwed docr.nanm. Tho wort Impeded NAN cornlee worn aro au^ opprvw d doCwvkun. Yap: No: = lnepmw bdllelc to N/A etrlhorttea the abaa wort ._. NUT 209 MAV 7Na MAR-27-2009(FRI) 10:47 SOUTHERN CA SOIL & TESTING (FAX)760 775 8362 t• I P. 005/1022 SOUTHERN CALIFORNIA SOIL & TESTING, INC. Mw. 00613 6210 WhItDALS STREET. SAN DIEGO CA 9'112(1' Phtmo (619) 2RO-4321 Fox (6191280-4717 KT -740 f.TRCTJC AVIENI , S= G. MIO. CA 92201 ' Phone (780) 7766-6963 Fax (760) 7756362 SCS&T FILE Na 0822004P P.O. N0: PL f NC F-Fqx T-7- FAGE - t of 1 FIELD NSPECTION REPORT FOR ❑ PMNrOR= CONCRETE ❑ REINpORCED M&WNRY ❑ WELDING (❑ FlREP1100A G C,GCONCWE ❑ ROOFIN0IWATSM00FING ❑ P.T.CONINIETEISIRE99 ❑ UWANCWHS ❑ "S.6"NG rl P11111=mte I�r. MAXISHM eEnO_ Os►tAFP= DUNE PALMS JCARPORT6 N/A NIA row 47795 DUNE PALMS RD. 08-1339 LA QUINTA MlatrrEa. hwindot INTERACTIVE DESIGN GRAYNER Gl WMCCWlkAW0R SUBCOaROMOR: BROWN SDR LWATM OF Wawc WE=; CURB SOUTH OF IO STALL CARPORT #6 SOUTH OF BUILDING 6200 PARALLEL TO AVE. 48 we I ttUA► {XAtiyttrlill rlrc SIMON NM ES 08-009 2500 PSI CONCRETE- DATE 3/26/2009 TIME ARRIVED.' • 'TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUes,r -)'0 PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PST CONCRETE W11.104 WAS PLACF30 IN THE CURB ON THE SOUTH SIDE OF THE 10 STALL CARPORT #6 SOUTH OFBUILDTNG 6200 AND PARALLEL TO AVE. 48. • RESULTS OF SLUMP TEST ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 3" 72' 40 MIN 241944.. 152 r CSC 1 hereby codify that I have Incpoct o the ahwe reported euoriL thNwle rwla/ otlterwtee, INSPECTORS NANlr- (Printed) the work Inspected Is to the beat of my knowledge in ownplk r with the opprowd plant' r77"' soedxlk radons end appnelc section of the oro eitang buMito leve. MILES WOODARD Inspector M111eb: Mw. OSNPD 1 hamby owUfv stat I have inspected tiro above mponed work In aceoedenee Wan Ins rti Arements of OSNPI) spptovmd documents. Sanvlkv and kwIng wore conducted In accordance watt Itte roaalrerrtorda of Ilse 08HPD aWaved do uMehte. The work Inapecte d 7CCO5077516-92 cwndjMwWi thef�0'1�I�MP1(t1 aaawee doaunanta. Yee Nod= tnep.6w Inlatle: NIA NpU` r"sfrtAnlx NO. DSA 1 hereb y acrd - ntaI I hove Inspected the attotro tvpor(ed work Ih accordance with the 3n6/2U09 mqulromonle of DSA approved documents Semolina and testing were conducted to accordance with the, roauaet rants of the OSA approved documcnim Tho wort Inepar:two UML VT— co-T�w- wtth 0tn 115A eppreved dea ments. vr• No: Inspector transit NIA e1/ire aunt auUwricos aro above wrk. arse,• xwt arv�rnte MAR-27-2009(FRI) 10:47 SOUTHERN CR SOIL & TESTING t (FAX)760 775 8362 P.004/022 Sam. .,c.�Inc . SOUTBBRN CALIFORNIA SOIL -t& TESTING, INC. MW: oo6I4 6214nE-R n RIVDALE STREET. SAN 1711-;00 CA 921120 • Phone (619) 280-4321 Fax (619) 290-47 L7 &3.740 CMtUS AVENUE, SUITE G.INb10, CA 92201 • Phom (780) 775.5983 Fax (760) 7758382 SCS&T FILE No: 0822004P P.O. NO.: �r-rn-Lr�-7 I - ❑ W��' CI FIREPROOFING FIELD INSPECTION REPORT FDR: ❑ REINFORCED CONCRETE. ❑ REINFORCED MASMRYCONCRETE ROOFING! WATERPRO Q C. ❑OFING ❑ P -T• CaCRI E 1 ^-MM ❑ EPDXY A NDIM ❑ K16MUNla PROJE07ntC MV71r. IM MMwn FlL[ 10: WA APP. Ito: DUNE PALMS BLDG 6200 NIA N/A 47795 DUNE PALMS RD. 1 07-3223 -LA QUINTA ARCMNrZ . DESIGN' EMNEM- GRAYNER GENERAL CONTNACIIDt BROWN SUB COMRACTGR SDR tArATtON aK cadet wspcetee: BUILDING 6200 B-2 (STAIR LANDING FLAT WORK) Au1tMAL SIMON MIX#.CS 08-009 2500 PSI CONCRETE DATE 3/26/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON STPE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2 500 PSI CONCRETE WHICH WAS PLACED AT THE STAIR LANDING FLATWORK. • RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK 'SAMPLE 2 47-795 DUNE PALMS ROAD 1.5" 781- 40 MIN 241852 152 S'T'AIR LANDING FLATWOPK . i CDC I tromby car" that 1 have Incpoteod the above roportod waft. unlocc nctod oanonvim, nre work huouclad In to the Deal or my knewlodpe In am. pganee wllh ove approMed ptann, INSPECTOR, NAME: (Printed) RL REYIEW- sPechkotlons and appllrabk sections of me governing buAding laws. MILES WOODARb , Impactor imps": mw, 05NPD 1 hereby c- ft That 1 hove Inspcctod the abava ropprtad work In soconoonce Nth the nmwii arnento or osmPD approved documents. Sarrmling and tenting were conducted In accordance with the requtrerrigrds of the OSHPb approved dmmvw ly, Tho work InspModICC#507751 compum tlwPPD approved documents ��,IdEez fr92 Yas; Inspedalnldal< L..J Nff. -I oN/A CFMSIGNAT E �r@tILStRATI0NN0, DSA 1 hereby caRnfy that I have Inapecled the above reported work In eocordonoo whh the n•alltrements M PSA •pprowed doewnenta. swnmft and tooting weft eoreh,ded in 3/26/2009 ame "a"I) n with ""I fr tltltf*mM rVI t 0Illr. OSA AplrMw..d dodlrmntts. The Werk Inapeeted=aWwares SIGINum caller em. nSA appPeved Aocurrventa. © Yrs: No: Inttpepor InNW - N/A ale abav work snuTartacv�nn SOUTHERN CALIFORNIA'SOIL & TESTING, INC.. MW: 00580 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, 1NDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C PL NC FIX PAGE 1 OF -l-KI F -T7 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE p: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDGJ 9200 N/A N/A PROJTL;T ADDRESS PE ITN .: 47-795 DUNE PALMS ROAD 07-2694 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING J 9200 ROOF TILE IN PROGRESS MATE AL CLAMIFICATIM.— FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER -5434 MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: , *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING J 9200. ALSO OBSERVED THE INSTALLATION OF WEARTHERBLOCKING AT THE APRON METAL/ COPING WHICH IS THE TRANSITION FROM THE STEEP SLOPE TILE ROOF TO THE LOW SLOPE SINGLE PLY ROOF SYSTEM. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA WLCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. ROOFERS WERE ALSO INSTALLING MORTAR FOR WEATHERBLOCKING AT THE APRON METAL/ COPING AND AT THE HIPS. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- PUNCH LIST ITEM LISTED ON PREVIOUS REPORTS WAS CORRECTED. ROOFERS THREE COARSED PVC VENT PIPE TO FLASHING INTERSECTIONS WITH PACIFIC MASTIC AND FIBERGLASS WEBBING AS PER MANUFACTURERS RECOMENDATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the beat of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Printed) P.E. REVIEW: specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPO I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A SPECT IN5 G ISTRATION N0, DSA I hereby certify that 1 have Inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in 3/16/2009 accordance with the requirements of the DSA approved documents. The work Inspected ' UPERI DATE com Iles with the DSA approved documents. I. No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 RtV 1108 p SOUTHERN CKIFORNM SOM S TESTING. INC. t AI x' .T SOUTHERN CALIFORNIA SOIL' & TESTING, INC. MW: oos79 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 , - 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 N, SCS&T FILE NO: 0822004P P.O. NO.: P� N� FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ROOFING !WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ . PROJECT TITLE: PHASE 0: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMITN .: •• 47795 DUNE PALMS RD. 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR, LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 SOUTH EAST PATIO FLATWORK MATE ` SIMON MIX# ES 08-009 2500 PSI CONCRETE . DATE: 3/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE SOUTH EAST PATIO FLATWORK FOR BUILDING 8300. r , Y * RESULTS OF SLUMP TESTS ARE NOTED BELOW. : ADDRESS SLUMP CC. TEMP 'TIME TICKET TRUCK, *SAMPLE 2 47-795 DUNE PALMS ROAD 2.511 80' 45 MIN 241581 162 SOUTH EAST PATIO FLATWORK CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, building laws. MILES WOODARD specifications and applicable sections of the governing Inspector Initials: MW OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. Yes:= No:= Inspector Initials: N/A RJSPEC SIGNANRE REGISTRATION NO, SIGN DSA 1 hereby certify that I have Inspected the above reported work in accordance with the t •--� ` requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected P SIGNATURE DATE com.Plles with the DSA approved documents. I = Inspector lni8als: N/A sgnaNre authorizes the above work : YES. No: scsar 205 REV aros r SOUTH N CALIFORNIA .' SOIL S!TESTMO. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC., ' N(W; oo57g 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSST FILE NO: 0822004P P.O. NO.: C 1 NC FIX PAGE 1 OF 1 _7F771 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING . ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE M DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8200 N/A N/A 1 PROJECT ADDRESS 47795 DUNE PALMS RD. PERMIT NO.: •• 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: SDR BROWN LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 (NORTHEAST PATIO FLATWORK MATE SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE NORTH EAST PATIO FLATWORK FOR BUILDING 8200. * RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 2.75" 78' 50 MIN 241574 149 NORTH EAST PATIO FLATWORK CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: MW OSHPD I hereby certify that I have inspected the above reported work in accordance with the (CC#5077516-92 requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. N/A Yes:= NO:= Inspector Initials: MSPE S IG—1. REGISTRATION NO, DSA 1 hereby certify that I have Inspected the above reported work in accordance with the 3/16/2009 requirements of DSA approved documents. Sampling and testing were conducted in 'S RINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected cam 11 a—w,ith the DSA approved documents. N/A = 'signature auUrori:es fire stave work as-. I No: Inspector In SCSBT 205 REV 210e i 1 SOIL /LLIFORNIA eons. SOUTHERN CALIFORNIA SOIL & TESTING, INC. TING, INC. h 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 MW: 00577 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: 1 T (1PI L -1 r_-_1r-�-, --- �..,!. ur FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: DUNE PALMS PHASE p: 0100 DSA IOSHPD FILE NO.: DSA APP. NO.: PROJECT ADDREW _.,7BLDG N/A N/A PERM Rr- 47-795 DUNE PALMS ROAD PLAN FILE NO.: 07-2475 LA ARCHITECT: - QUINTA ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE: 3/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE STEEL FRAME WINDOWS AND DOORS ON THE NORTH AND SOUTHEAST ELEVATIONS OF BUILDING 0100 D CLUBHOUSE: *OPEN CELL BACKER ROD (30% COMPRESSION) WAS INSTALLED AT THE JOINT BETWEEN THE MILCOR/ J MOLD AND THE FRAME OF THE WINDOWS AND DOORS TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/8"- 1/2." NEXT THE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE JOINTS. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/ BACKER ROD INSTALLATION. "NOTE -THE STEEL FRAME STACKED WINDOW/ DOOR ON THE NORTH SIDE OF BUILDING 0100 NEEDS TO BE SEALED WHERE THE TWO PIECES STACK. THERE ARE ALSO SMALL VOIDS IN THE FRAME AT CORNERS ETC. THESE AREAS NEED TO BE SEALED TO PREVENT WATER INTRUSION. r CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plana, INSPECTORS NAME: (Printed) P.E. REVIEW: specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPO approved documents. The work inspected complies with the OSHPO approved documents. Yes:= No:= N/A ICC #5077516-10 SPECTOR NATURE Inspector Initials: DSA I hereby certify that I have Inspected the above reported work in accordance with We REGISTRATION NO, requirements of DSA approved documents. Sampling and testing were conducted in 3/16/2009 accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERI DE ATURE — DATE corn Iles with the DSA approved documents. Yes:No: = 'signature'autlwrizes Inspector Initials: N/A the above work SCSBT 205 REV 2M SOYT N CALIFORNIA sog1�` TEeT1N0. INC. Y r MV -4 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00584 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362. SCSBT FILE NO: 0822004P P.O. NO.: PL F I NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE 0: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG J N/A N/A PROJECT D SS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-2694 LA QUINTA ARCHITECT: ENGINEER- NGINEERINTERACTIVE INTERACTIVEDESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI WATERPROOFING / COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING J 9100 AND 9200 MATERIAL CLASSIFICATION: 26 GAUGE L METAL, RIB LATH, 1" CROWN X 5/8" LEG GALVANIZED STAPLES PLI DECK, GU80-1 GRAY BASE, GU80-1 ACRYLIC EMULSION ICBG ES ER -3732 DATE: 3/17/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE DECK METAL/ RIB LATH AND HORIZONTAL WATERPROOFING ON THE NORTH SIDE BREEZEWAY ON THE THIRD FLOOR OF BUILDING J 9200. ALSO OBSERVED THE INSTALLATION OF CAULKING AT THE HOLLOW METAL DOORS ON THE EAST SIDE OF BUILDING J 9100. *DECK TO WALL METAL OBSERVED WAS 26 GAUGE 6" VERTICAL FLANGE ONTO THE WALLS AND 4" HORIZONTAL FLANGE ONTO THE DECK. EDGE METAL HAS 4" FLANGE ONTO THE DECK WITH A 2" DRIP EDGE WITH A HEM. DECK L METAL WAS FASTENED WITH SHEET METAL NAILS, AND BACK CAULKED AT THE SEAMS WITH SIKH FLEX POLYURETHANE SEALANT. RIB LATH WAS FASTENED TO THE O.S.B SUBSTRATE WITH GALVANIZED STAPLES I" CROWN, 5/8" LEG SPACED AT 2"-3" O.C. NEXT DRI INSTALLS THE GU80-1 GRAY BASE SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-1 ACRYLIC EMULSION ICBO ES ER -3732 FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL DECK METAL AND HORIZONTAL WATERPROOFING. *HOLLOW METAL DOORS WERE CAULKED AT THE J MOLD TO STEEL FRAME INTERSECTION WITH SIKA FLEX 15 LM PAINTABLE ELASTOMERIC POLYURETHANE SEALANT. CAULKING WAS HAND TOOLED WITH UNIFORM THICKNESS AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING INSTALLATION. C13C 1 he=that have inspected the ve re work. Unless ed otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW, .,b .,b the work inspected is to a best of my know) mplianca with th pproved plans, specifications and appli ble ions of the governing building lawMILES WOODARD Inspector Initials: M.W. :have OSHPD I hereby cartify t I inspected the above r ed work in accordance wi e requirements of OSHPD a rdocuments. Sa g andtestingwereconducted in accordance with the requiremthe approved documents. The work Inspected ICC #5077516-10 corn lies with the OSHPO approved documents. N/A Yes: No:= Inspector Initials: PE S SIGNA REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work in accordance with the 3/17/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected SUPERINTENDENTS TORE GATE camlies with the DSA approved documents. Yes:MNo: `^J Inspector IniUels: N/A 'signahne sufherires dre above work SCSBT 205 REV 2M f ' �UTHEM CA IFOHMM ' aoILSTeSTIHG. I... SOUTHERN CALIFORNIA SOIL & TESTING, INC. j�/( 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 MW. 00583 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 7755-8362 SCSBT FILE NO: 0822004P P.O. NO.: N�� �1�� t FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T, CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n CAULKING PROJECT TITLE: -PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMITNO.: - - . 47-795 DUNE PALMSROAD07-3243 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERALCONTRACTOR: SUBCONTRACTOR: .' BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICNITON: SIKA FLEX 15 LM PAINTABLE POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE: 3/17/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE BEAM TO WALL INTERSECTIONS AS WELL AS WHERE THE BEAM INTERSECTS THE STUCCO COLUMN ON THE NORTH WEST CORNER BALCONY, . SECOND FLOOR. *OPEN CELL BACKER ROD WAS INSTALLED IN AREAS WHERE THE JOINT WAS 1/4" OR OVER. NEXT SIKA FLEX 15 LM POLYURETHANE ELASTOMERIC SEALANT WAS HAND _TOOLED AT THE BEAM TO J MOLD/ MILCOR INTERSECTION. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/ BACKER ROD INSTALLATION. , CBC 1 hereby certify that 1 have inspected the abovereported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the INSPECTORS NAME: (Printed) P.E. REVIEW approved plana, specifications and applicable sections of the governing building laws.' MILES WOODARD Inspector Initials: M.W. OSHPO I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in 61 accordance with the requirements of the OSHPD approved documents. The work inspected . complies with the OSHPO approved documents. I #SO77516-1 O 40 � Yes: No:= Inspector Initials: N/A INSPE RSSIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted In 3/17/2009 accordance with the requirements of the DSA approved documents. The work Inspected UPERIM SIGNATURE TE corn Iles with the DSA approved documents. Yes: No: Inspector Initials: N/A 'sgneture audIchkes the above work SCSBT 205 REV 7106 9 I�t•-AI f SOUTHERN CALIFORNIA SOIL & TESTING, INC. W 00582 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775.8362 SCSBT FILE NO: 0822004P P.O. NO.: PI 1 1 I Pin I I FIX PAGE I OF 1__ FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE M DSA IOSHPD FILE NO.: DSA APP. NO.: , DUNE PALMS BLDG 6100 N/A N/A PROJECT ADDRESS 47795 DUNE PALMS RD. PERMITNO.: .. 07-3249 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: . SDR BROWN LOCATION OF WORK INSPECTED: BUILDING 6100 B CURB AND GUTTER MATE SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/17/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE CURB AND GUTTER ON SOUTH SIDE OF BUILDING 6100 * RESULTS OF SLUMP TEST ARE NOTED BELOW. ,' ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 4" 76' 50 MIN 241599 142 CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise. INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: MW OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSIItPO approved documents. N/A Yes.= No:= Inspector Initials: IN PE SIGNATURE REGISTRATION NO. DSA 1 hereby certify that 1 have Inspected the above reported work In accordance with the - 3/17/2009 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERI DA TE accordance with the requirements of the DSA approved documents. The work Inspected com Iles with the DSA approved documents. Initials: N/A *signature suftrizesthe above work . scsaTm5REV ?M Yes No: Inspector esVll SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00 581 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321. Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 7755-5983 Fax (760) 775.8362 . SCSBT FILE NO: 0822004P P.O. NO.: PLNI In I r v -- yr FIELD INSPECTION REPORT FOR: ,❑ REINFORCED CONCRETE C]REINFORCED MASONRY El WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING/ WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: - DUNE PALMS PHASE q: BLDG 8400 DSA IOSHPD FILE NO.: DSA APP. NO.: N/A PR C AD N/A 47795 DUNE PALMS RD. PERMI NO.: PLAN FILE NO.: 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR:SUBCONTRACTOR: BROWN _ SDR LOCATION OF WORK INSPECTED: BUILDING 8400 C(NORTH WEST PATIO FLATWORK MATERIAL CLASSIFICATION: SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/17/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED AT THE NORTH WEST PATIO FLATWORK FOR BUILDING 8400. * RESULTS OF SLUMP TESTS ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 4" 761. 50 MIN 241599 142 NORTH WEST PATIO FLATWORK CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise,F- the work Inspected is to the best of my knowledge in compliance with the approved plane, ORS NAME: (Printed) P.E. REVIEW specifications and applicable sections of the governing building laws. WOODARD Inspector Initials: MW_ ' OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements it OSHPD approved documents: Sampling and testing were concluded e accordance with the requirements of the approved documents. The work inspected complies the OSHPD i !9' ICC#50 7516-92 with encs. approved documents. Yes:= No:= Inspector Initials: N/A SIGNATURE REGISTRATION DSA I hereby certify that I have Inspected the above reported work in accordance with the NO, requirements of DSA approved documents. Sampling and testing were conducted In17 3/ 1 7/209 accordance with the requirements of the OSA approved documents. The work inspected ERI DENfS SIGNATURE L3/1 ATE corn Ilea with the DSA approved documents. Year No: = Inspector Initials: N/A 'signature suftrires the above work' • SCSB 7A5 REV 20 t SOU ERN CA GftNIA • a a TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: • 00585 6280 RIVERDALE STREET, SAN DIEGO CA 92120Phone (619) 280-4321 Fax (619) 280-4717 93-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P �---� P.O. NO.: ��1 nl r l ul r 1 I FII Y 1 I PAGE 1 OF 1 vI to I I — - - - FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING/ WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE II: DSA IOSHPD FILE NO.: - DSA APP. NO.: N/A DUNE PALMS BLDG 6200 N/A PRaI DRfllr 47795 DUNE PALMS R.D. No. : •• 07-3249 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: SDR BROWN LOCATION OF WORK INSPECTED: «• .BUILDING 6200 B-2 CURB IATERIAL CLASSIFICATION: SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/18/2009 TIME ARRIVED: - TIME.DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TORER.FOR.M SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE CURB ON THE SOUTH SIDE OF BUILDING 6200. * RESULTS OF SLUMP TEST ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 3.5" 76' 45 MIN 241646 164 CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is, to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. - Inspector Initials: MW. OSHIPD I hereby certify that I have inspected the above reported work in accordance with the - requirements of OSFIPD approved documents. Sampling and testing were conducted in I C#5077516-92 accordance with the requirements of the OSHIPO approved documents. The work inspected i complies with the OSHIPD approved. documents. Yes:Q No:= Inspector Initials: N/A RE REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work in accordance with the [N;rSIGMA 3/18/2009 requirements of OSA approved documents. Sampling and tesUng were conducted in .. PERINTENDENTS SIGNATURE DATE accordance With the requirements of the DSA approved documents. The work Inspected com Iles with the DSA approved documents. N/A Q Inspector Initials:scsar •sgnatun3 authorizes the above work 205 REV 2108 Yes: No: SWTNERN CALIFORNIA SOIL A TESTRVO. INC. I ( I Z I SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00589 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: P� NCFIX • PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORSR ❑ H.S. BOLTING ❑ 1 PROJECT TIRE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDGJ 9200 N/A N/A PROJECT ADDRESS - 47-795 DUNE PALMS ROAD PERMITNO.: PLAN PILk NU.: 07-2694 LA QUINTA . ARCHITECT: ENGINEER: . INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: - DRI ROOFING LOCATION OF WOM INSPECTED: BUILDING J 9200 ROOF TILE IN PROGRESS FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBG ES ER -5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/18/2009 TIME ARRIVED: TIME DEPARTED:' DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING J 9200. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE: PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. ROOFERS WERE ALSO INSTALLING MORTAR FOR WEATHERBLOCKING AT THE APRON METAL/ COPING AND AT THE HIPS. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- SSW CAULKED ALL THE SEAMS AND SCREW HEADS ON THE GOOSE NECK FLASHINGS FOR THE A.C. LINE SETS ON THE LOW SLOPE SINGLE PLY ROOF WITH RAINBUSTER 900 POLYCARBAMATE SEALANT. i r **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD ' Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the . requirements of OSHPO approved documents. Sampling and testing were conducted in ICC #5077516-1U accordance with the requirements of the OSHPO approved documents. The work inspected complies with the OSHPO approved documents. Yes:= No:= Inspector Initials: N/A PECTORS RE REGISTRATION NO, DSA 1 hereby certify that 1 have Inspected the above reported work In accordance with the 3/18/2009 requirements of DSA approved documents. Sampling and testing were conducted In _ ERINTENDENTS RE DATE accordance with the requirements of the DSA approved documents. The work Inspected .'Signature cornst Ila withNo: Q Inspector Initials: the DSA approved documents. No: N/A r 81ldM/1Ze8 Me above Rwk 20a US. SCS&T205REV • SOUTNCRN CALIFORNIA r eolear'MG.INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: '00588 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 2804321 Fax (6 19) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE No: 0822004P P.O. NO.: PL NC FFIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 PROJECT TITLE: PHASE A: DSA IOSHPO FILE NO.: - DSA APP. NO.: ' DUNE PALMS BLDG J 9100 N/A N/A c I o.:PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-2694 LA QUINTA ARCHITECT: - ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: - BROWN ' DRI WATERPROOFING LOCATION OF WORK INSPECTED: BUILDING J 9100 26 GAUGE L METAL, RIB LATH, V CROWN X 5/8" LEG GALVANIZED STAPLES PLI DECK, GU80-1 GRAY BASE, GU80-1 ACRYLIC EMULSION ICBO ES ER -3732 DATE: 3/18/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE DECK METAL/ RIB LATH AND HORIZONTAL WATERPROOFING ON THE SOUTH SIDE OF BUILDING 9100 THIRD FLOOR. 'DECK TO WALL METAL OBSERVED WAS 26 GAUGE 6" VERTICAL FLANGE ONTO THE WALLS AND 4" HORIZONTAL FLANGE ONTO THE DECK. EDGE METAL HAS 4" FLANGE ONTO THE DECK WITH A 2" DRIP EDGE WITH A HEM. DECK L METAL WAS FASTENED WITH SHEET METAL NAILS, AND BACK CAULKED AT THE SEAMS WITH SIKH FLEX POLYURETHANE SEALANT. RIB LATH WAS FASTENED TO THE O.S.B SUBSTRATE WITH GALVANIZED STAPLES 1" CROWN, 5/8" LEG SPACED AT 2"-3" O.C. NEXT DRI INSTALLS THE GU80-1 GRAY BASE SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-1 ACRYLIC EMULSION ICBO ES ER -3732 FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL DECK METAL AND HORIZONTAL WATERPROOFING. 1 CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REYI the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. I MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the - requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPO approved documents.' Yes:= No:= Inspector Initials: N/A INSPECTORS SI TURE REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the _ 3/18/2009 requirements of DSA approved documents. Sampling and tasting were conducted in accordance with the requirements of the DSA approved documents. The work InspectedrS NTENDENTS SIGNATURE - DATE corn 11es with the DSA approved documents. - Yes: No: = Inspector Initials: N/A signature audwizes the above work SC58T 205 REV 2H15 SOUTHERN CALIFORNIA , SOIL d TESTING. INC. ' i. 1 :4 , SOUTHERN CALIFORNIA SOIL & TESTING, INC. _ MW: 00587 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (6 19) 280-4321 Fax (619) 280717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: P�NC FAX �{ PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n CAULKING PROJECT TITLE: - PHASE #: DSA IOSHPD FILE NO.: DSA APP. No.: DUNE PALMS BLDG 4100 N/A N/A FFMT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: 06-3409 PLAN Mt ' , LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: COMMERCIAL CAULKING LOCATION OF WORT( INSPECTED: BUILDING 4100 A 1 MATERIAL CLASSIFICATIOR. SIKA FLEX 15 LM PAINTABLE POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE:3/I$I2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE BEAM TO WALL INTERSECTIONS. *OPEN CELL BACKER ROD WAS INSTALLED IN AREAS WHERE THE JOINT WAS 1/4" OR OVER. NEXT SIKA FLEX 15 LM POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE BEAM TO t J MOLD/ MILCOR INTERSECTION. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/. BACKER ROD INSTALLATION. 1 CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. ' MILES WOODARD Inspector Initials: M.W.- OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted inICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected ' complies with the OSHPD approved documents. Yes:=- No:= Inspector Initials: N/A INS ORS SIGNATURE - REGISTRATION NO, DSA I hereby certify that 1 have Inspected the above reported work in accordance with the : 3/18/2009 requirements of DSA approved documents. Sampling and testing were conducted In `SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn Iles with the DSA approved documents. Q Inspector Initials: N/A - 'signature authorizes the above work Yes: No: SCUT 205 REV vac SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00586 6280 RIVERDALE STREET, SAN DIEGO CA 92120Phonc (619) 280-4321 Fax (619) 280-4717, 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: el t I 1 IJI r I 1 F1� PAGE I OF -) v-— F.IELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING /WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n CAULKING - PROJECT TITLE: - DUNE PALMS PHASE N: I BLDG 2300 DSA IOSHPD FILE NO.: DSA APP. NO.: N/A , N/A 1 PROD C KESS 47-795 DUNE PALMS ROAD IT NO.: - 07-3240 LA QUINTA ARCHITECT: - - INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR:SUBCONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 2300 A3 - SIKA FLEX 15 LM PAINTABLE POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE: 3/18/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE BEAM TO WALL INTERSECTIONS. *OPEN CELL BACKER ROD WAS INSTALLED IN AREAS WHERE THE JOINT WAS 1/4" OR OVER. NEXT SIKA FLEX 15 LM POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE BEAM TO J MOLD/ MILCOR INTERSECTION. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/ BACKER ROD INSTALLATION. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) •. P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD - specifications and applicable sections of the governing building laws. _ Inspector Initials: M' W' OSHPD I hereby certify that I have inspected the above reported work in accordance with the .. requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #577516-1 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the 03% HPD approved documents. Yes:= No:= Inspector Initials: N/A INRS SIGNATURE REGISTRATION NO. DSA I hereby certify. that I have inspected the above reported work in accordance with the • CCC/// 3/18/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE , DATE cam Iles with the DSA approved documents. N/A Q Inspector Initials: -•signature authorizes the above work SC5°T 203 REY Los Yes: No: A' r eOUTNERN CALIFORNIA - 90LLSTESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717: 00593 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775.8362 SCSBT FILE NO: 0822004P P.O. NO.: �' PL NC FIX PAGE 1 OF 1 [FIELD INSPECTION REPORT FOR: © REINFORCED CONCRETE []REINFORCED MASONRY WELDING ❑ FIREPROOFING O. C. CONCRETE 0 ROOFING /WATERPROOFING n P.T. CONCRETE I STRF." I-1 convv Aununoe 1-1 PROJECT TITLE: DUNE PALMS PHASE A: CARPORT 6 DSAIOSHPD FILE NO.: DSA APP. NO......v N/A PROD ADD N/A 47795 DUNE PALMS RD. ARCHITECT: 08-1339 LA QUINTA ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: i 10 STALL TILE ROOF CARPORT #6 SOUTH OF BUILDING 6200 PARALLEL TO AVE. 48. ASTM A 615 GRADE 40 AND 60 REINFORCING STEEL DATE: 3/19/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE TO PERFORM PRE INSPECTION OF THE CONCRETE FOOTINGS AND PEDESTALS FOR 10 STALL TILE ROOF CARPORT #6 SOUTH OF BUILDING 6200 PARALLEL TO AVE. 48. *REINFORCING STEEL IS THE PROPER SIZE AND IS IN THE PROPER PLACE WITH PROPER CLEARANCE PER GRAYNER DETAIL. PAD STEEL #6 EACH WAY TOP AND BOTTOM ON DOBBIES WITH 3" CLEARANCE FROM SOIL. PEDESTAL HAS FOUR #6 VERTICAL BARS WITH THREE #3 HORIZONTAL TIES SPACED 2" APART. MINIMUM CLEARANCE IS MAINTAINED BETWEEN 3/4" HOLDOWN BOLTS AND VERTICAL BARS. FOOTINGS ARE FREE OF EXCESS DIRT AND DEBRIS. **NOTE- CONCRETE PEDESTALS WERE CHANGED TO 20"X20" AND BASE PLATES WERE CHANGED TO 1 "X15"X15" PER RFI 554 ON 3-17-2009. CBC I hereby Certify that I have inspected the above reported work. Unless noted otherwise,FINSERS NAME: (Printed) P.E. REVI fie work inspected is to the best of my knowledge in compliance with the approved plans, tpecifications and applicable sections of the governing building laws, WOODARD Inspector initials: MW OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC#5077516-92 :om les with the OSHPD approved documents. Yes: No:= Inspector Initials: N/A S SI 7UREGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work In accordance with the requirements of DSA approved documents• Sampling and testing were conducted in 3/19/2009 accordance with the requirements of the DSA approved documents. The work InspectedSIGNATURE DATE with the DSA approved documents. �No: �J Inspector Initials: N/A authorizes the above work SOUTHERNC FORNA eOReTE "` SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW; 00592 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE N0: 0822004P r , P.O. NO.: FII Y 1 I PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑WELDING E] FIREPROOFING O. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE:- PHASE p: DSA IOSHPD FILE NO.: , N/A DSA APP. NO.: N/A DUNE PALMS BLDG 4200 47795 DUNE PALMS RD. PERMIT .: 07-3244 PLAN FILk NU.: LA QUINTA ARCHITECT: _ _ • `INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: - SUBCONTRACTOR: SDR. BROWN LOCATION OF WORK INSPECTED: * - . BUILDING 4200 A-1 1ATERIAL CLASSIFICATION: SIMON MIX# ES 08-009 2500 PSI CONCRETE ' DATE: 3/19/2009 TIME ARRIVED: TIME DEPARTED: TDESCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE SIDEWALK/ FLATWORK ON THE EAST SIDE OF THE COURTYARD BETWEEN BUILDING 4200 AND BUILDING 4100. • RESULTS OF SLUMP TEST ARE NOTED BELOW. " ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 3 47-795 DUNE PALMS ROAD ` 4" ' 80' 45 MIN 241714 • 142' SIDEWALK/ FLATWORK EAST SIDE OF COURTYARD BETWEEN BUILDING 4200 AND BUILDING 4100. CBC 1 hereby Certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans. specifications and applicable sections of the governing building laws. MILES WOODARD - - Inspector Initials: MW' OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in' ICC#5077516-92 akdPIECTORSNATU accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OOSHHPD approved documents. NIA Inspector Initials: REGISTRATION NO, Yes:= NO:= DSA I hereby certify that 1 have Inspected the above reported work in accordance wthe 3/19/2009 requirements of DSA approved documents. Sampling and testing were Conducted In accordance with the requirements of the DSA approved documents. The work inspected SUP 1 SIGNATURE DATE cam Ilea with the DSA approved documents. ' N/A yes: ��No: := Inspector Initials: - aurliea the above work •sig eturetho scsaTaasREvaroe r , ' sOUTN CALIFORNIA • - ' scm TEaTINO.9NO. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00591 + 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P �—�� P.O. NO.: I C I ZI PL NC I FFIX PAGE I OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: - PHASE M DSA IOSHPD FILE NO.:' DSA APP. NO.: , DUNE PALMS BLDG 7100 N/A N/A PR SS4 i 0.: .. 47795 DUNE PALMS RD. 07-3247 LA QUINTA ARCHITECT: ENGINEER - - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: - SUBCONTRACTOR: - BROWN SDR LOCATION OF WORK INSPECTED: - BUILDING 7100 B WEST CURB MATE SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/19/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: • ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE CURB WEST OF BUILDING 7100. • RESULTS OF SLUMP TESTS ARE NOTED BELOW. "t ADDRESS SLUMP • CC. TEMP TIME TICKET TRUCK *SAMPLE 2 47-795 DUNE PALMS ROAD 2.25" 80' 40 MIN 241702' 150 . CURB WEST OF BUILDING 7100 - CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, -- ' specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: MW • OSHPD I hereby certify that I have inspected the above reported work in accordance with the i requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected I C#5077516-92 complies with the OSHPD approved documents. NSA Yes:= No:= Inspector Initials". IN CTORS RE _ REGISTRATION NO, —_ DSA 1 hereby certify that I have inspected the above reported work in,accordance with the 3/19/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected NDENTS SIGNATURE. DATE . camtII-]les--with the DSA approved documents. ZIN - Yes:(J No: Q Inspector Initials: NSA ture authorizes the above work scs&T 205 REV 7108 SOUTHERN CALIFORNIA ` SOIL eTEaT,"a'"`. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW; 00590: 6280 RIVERDALE STREET, SAN DIEGO CA 92120 *,Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: T • I f I p�� - N�C I FAX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING I -I PROJECT TITLE: PHASE 9: - DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 4100 N/A N/A PROJECT DR • . 47795 DUNE PALMS RD. O• •• 06-3409 LA QUINTA ARCHITECT: ENGINEER . INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN .SDR LOCATION OF WORK INSPECTED: _ BUILDING 4100 A-1 SIDEWALK WEST SIDE OF COURTYARD MATERIAL CLASSIFICATIOR SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/19/2009 TIME ARRIVED: - TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: ' ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE SIDEWALK ON THE WEST SIDE OF THE' COURTYARD AT BUILDING 4100. " RESULTS OF SLUMP TESTS ARE NOTED BELOW. t F ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK 'SAMPLE 1 47-795 DUNE PALMS ROAD 2.75" 80' 50 MIN 241686 159 WEST SIDEWALK AT COURTYARD .. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E�REln—EYIP— the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: MW. OSHPO I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted In ICC#5077516-92 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. N/A Yes:Q No:= Inspector Initials: NSAPE&ORS SIGNA - REGISTRATION NO, E OSA I hereby certify that I have inspected the above reported work In accordance with the 3/19/2009 requirements of DSA approved documents. Sampling and testing were conducted in - DATE' accordance with the requirements of the DSA approved documents. The work Inspected SUPE EMS SIGNATUF§ comi 1plewith the OSA approved documents. No: O Inspector Initials: N/A 'signature authorizes the above work • REV Yes. 5C56T 2s5 ?/ml f0F� )UTHERN CALIFORNIA SOIL & TESTING, INC. -oos95 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: PL N� Fix - Pers l FIELD INSPECTION REPORT FOR: ©REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING C1 FIREPROOFING O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ M.S. BOLTING n PROJECT TITLE: PHASE M DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS CARPORT 6 N/A N/A PROJECT ADDRESS . PENI PLAN 47795 DUNE PALMS RD. .. FILE NO.: 08-1339 LA QUINTA ARCHITECT: ENGINEER - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: - BROWN SDR - LOCATION OF WORK INSPECTED:MATE 10 STALL TILE ROOF CARPORT #6 SOUTH OF BUILDING 6200 PARALLEL TO AVE. 48 LAL CLASSIFICATION: ASTM A 615 GRADE 40 AND 60 REINFORCING STEEL, HOLD DOWN HARDWARE, SIMON MIX# ES 08-008 3000 PSI CONCRETE DATE: 3/20/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE FOR THE CONTINUOUS INSPECTION ON THE PLACEMENT OF REINFORCED CONCRETE FOR THE FOOTINGS/ PEDESTALS FOR THE 10 STALL TILE ROOF CARPORT #6 SOUTH OF BUILDING 6200 PARALLEL TO AVE. 48. * REINFORCING STEEL AND HARDWARE HAD MINIMUM CLEARANCES, PAD REINFORCEMENT WAS ON'DOBIES. FOOTINGS AND PEDESTALS WERE CONSOLIDATED WITH A MECHANICAL VIBRATOR. THE PLACEMENT OF SIMON MIX # ES 08-008 3000 PSI CONCRETE WAS VIA TAILGATE. FABRICATED ONE SET OF THREE TEST CYLINDERS AS NOTED BELOW. ALSO PERFORMED SLUMP TESTS ON EVERY TRUCK. ADDRESS SLUMP CC. TEMP TICKET TRUCK PERMIT * SAMPLE #1 CYLINDERS 47-795 DUNE PALMS RD. 3.5" 84' 241737 289 08-1339 * SAMPLE #2 MIDDLE FOOTING/ PEDESTAL 2.75" 84' 241743 150 08-1339 * SAMPLE #3 MIDDLE EAST FOOTING/ PEDESTAL 2.5" 84' 241751 162 08-1339 * SAMPLE #4 NORTH EAST FOOTING/PEDESTAL 2" 84' 241759 156 08-1339 CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the beat of my knowledge in. compliance with the approved plane, INSPECTORS NAME: (Printed) P.i7�� specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: MW. - OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. _ � ICC 077516-92 Yes:= No:= Inspector Initials: N/A MIR frTnRR R-rjj -PREREGISTRATION N0, DSA I hereby certify that I have Inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted In 3/20/2009 accordance with the requirements of the DSA approved documents. The work Inspected 'SUPER[ DE DATE com Iles with the DSA approved documents. Yes: No: Q Inspector Initials: N/A sgn re authorizes the above work SCSILT 205 REV 20 6011 a M � NC ` SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00594 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P �---�� P.O. NO.: PAGE 1 OF 1' v1 00 1 1 -- --- FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING /WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑EPDXY ANCHORS ❑ H.S: BOLTING PROJECT TILE: - PHASE III: DSA IOSHPD FILE NO.: • DSA APP. NO.: N/A DUNE PALMS BLDG 4200 N/A PROJ ADDR 47795 DUNE PALMS RD. PERMIT NO.: 07-3244 �• LA QUINTA ARCHITECT; INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR SDR BROWN � LOCATION OF WORK INSPECTED: - BUILDING 4200 A-1 SIMON MIX# ES 08-009 2500 PSI CONCRETE DATE: 3/20/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * ON SITE AT BROWN CONSTRUCTIONS REQUEST TO PERFORM SLUMP TEST ON SIMON CONCRETE MIX #ES 08-009 2500 PSI CONCRETE WHICH WAS PLACED IN THE SIDEWALK/ FLATWORK 11 THE MIDDLE OF THE COURTYARD BETWEEN BUILDING 4200 AND 4100. * RESULTS OF SLUMP TEST ARE NOTED BELOW. ADDRESS SLUMP CC. TEMP TIME TICKET TRUCK *SAMPLE 1 47-795 DUNE PALMS ROAD 2.75" 84' 50 MIN 241734 142 SIDEWALK/ FLATWORK 1 Y CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD ' specifications and applicable sections of the governing building laws. Inspector Initials: MW OSHPD I hereby certify that I have inspected the above reported work in accordance with the 4#5077516-92 requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents.NIA Yes:= No:= Inspector initials: IN CTORS SI RE REGISTRATION NO, DSA 1 hereby certify that I have Inspected, the above reported work in accordance with the 3/20/2009 requirements of DSA approved documents. Sampling and testing were conducted In •SUPERI END DATE accordance with the requirements of the DSA approved documents. The work Inspected cam Iles with the �DSA approved documents. NIA No: Inspector Initials: lure authorizes the above work SCSarm5REV vos Yes U r f J1.o 05 ! V SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Strcet, San Diego, CA 92120 Phone (619) 280-4321, Fax (619) 2804717 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE.NO.: 0822004P P. O. NO.: C ® PL ❑ NC ❑ FIX ❑ PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑REINFORCED MASONRY ❑ WELDING❑FIREPROOFING ❑ Q.C. CONCRETE ❑ ROOFINGIWATERPROOFING ❑ P.T. CONCRETE/STRESS❑ EPDXY ANCHORS ❑ H.S. BOLTING OUT PHASE #- - DSA FILE NO.: DSA APP. NO Palms 7750 Dune Palms Rd, La Interactive 45224 Towne St, Indio Ca DATE: 3/23/2009 CA DESCRIPTION OF WORK INSPECTED On site to perform 100% Ultrasonic Testing of full pen welds of (52) • N/A PERMIT NO.: 07-2694 ENGINEER: Gra ner SUB CONTRACTOR: White Steel A A TIME ARRIVED: 0700 TIME DEPARTED: 1330 TOTAL: 6 HRS columns. 1. Calibrated UT per AWS D1.1 section 6, 70 degree wedge, 2.25 mhz transducer, IIW type 2 block. 49 db reference. Performed 100% Ultrasonic testing of full pen welds on (52) 10" pipe columns to base plates. No Defects UTOK Work performed & inspected per approved engineer drawings In Accordance with the standards of the AISC Manual of Steel Inspector Nemo(Print) : James K. McNeil CBC/UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. ti Inspector Initials 1KM DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA/OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA/OSHPD approved documents. The work inspected complies with the DSA/OSHPD approved documents. Yeses_ No:n Inspector Initials_ P.E.REVIEW: UT Level II INSPECTORS SIGNATURE REGISTRATION No. , 3/23/2009 X -040� SUPERINTENDENT'S SIGNATURE -Signature authorizes the above work. SCSST REV 2106 BUILDING ENERGY ANALYSIS REPORT RECEIVED OCT 2 9 Z013 CITY OF LA QUINTA Griffin Ranch Clubhouse COMMUNM DEVELOPMENT 81-180 Mery Griffin Way La Quinta, CA Project Designer: The McKinley Associates 1818 First Avenue San Diego, CA 92101 Report Prepared by: Dave Celmer, P.E. EquitySpec Consulting Engineers, Inc. 42600 Caroline Court, Suite 102 Palm Desert, CA 92211 7608341537 CITY OF LA QUINTA BUILDING &SAFETY DEPT. CITY ING &S ETY DEP A PPR ED PPR F CO S CTI OR CONS9 CTION DATE Job Number: 13001 10/28/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title'24 Forms 3 Form ENV -MM Envelope Mandatory Measures 29 Form LTG -MM Lighting Mandatory Measures 30 Form OLTG-1-C Certificate of Compliance 31 Form OLTG-2-C Lighting Compliance Summary 35 Form MECH-MM Mechanical Mandatory Measures 36 F LA C UINTA G & SAFETY DEPT. PROVEONSTRUCTION F EnergyPro 5.1 by EnergySoft Job Number. I�13001� User Number. 4582 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 C Project Name Date Griffin Ranch Clubhouse 10/28/2013 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 81-180 Mery Griffin Way La Quinta CA Climate Zone 15 7,140 n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Relocatable - indicate ❑ specific climate zone ❑ all climates Phase of Construction: ® New Construction ❑ Addition ❑ Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and com te. Documentation Author Name Dave Celmer, P.E. Signature Company EquitySpec Consulting Engineers, Inc. I Date 10/28/2013 Address 42600 Caroline Court, Suite 102 Phone 760 834 1537 City/State/Zip Palm Desert CA 92211 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to ❑ ❑ ❑ sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section ❑ ❑ ❑ 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document ❑ ❑ ❑ because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name Kirk McKinley Signature Company The McKinley Associates Date Address 1818 First Avenue License # City/State/Zip San Diego, CA 92101 one Principal Mechanical Designer it Name Dave Celmer, P.E. Signature 4 � 'x Company EquitySpec Engineers Dae _ Address 42600 Caroline Court Suite 102 License # City/State/Zip Palm Desert, CA 92211 hone 760 834-1537 Principal Lighting Designer Name Dave Celmer, MIES Signature Company EquitySpec MEP S ni'llixfba e O Address"` ° " " i e"3e 42600 Caroline Court Suite 102 BUILDING ;A1-cTu City/State/Zip Palm Desert, CA 92211 " `Pho a f60834-1537 INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEET-$-(pcheck,'oz if wor'kshe'ets are inc ded) m ENV -1 C Certificate of Compliance. Required on plans. m MECH=1 C" ` ertiflicate f pliance. Required on plans. m LTG -1 C Certificate of Compliance. Required on plans.m MECH-2C Air/Water Side/Service H t Water & Pool Requirements. m LTG -2C Lighting Controls Credit Worksheet. LD,(ZI-E- MEC_ H_ 3C_�e�chanical Ventilation a Reheat. ❑ LTG -3C Indoor Lighting Power Allowance. m MECH-5C echanical-Equipment-D tails. Energ Pro 5.1 by Energ Soft User Number., 4582 RunCode: 2013-10-28T07:51:35----tD.—" Page 3 of 36 PERFORMANCE CERTIFICATE OF COMPLIANCE Project Name Griffin Ranch Clubhouse ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r Standard Proposed Compliance Energy Component Design Design Margin Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process Process Lighting TOTALS 8.52 4.86 3.66 316.18 277.77 38.41 111.35 141.31 -29.96 0.00 0.00 0.00 0.00 0.00 0.00 48.09 45.18 2.91 72.39 87.33 -14.94 44.62 44.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 601.15 601.07 0.08 Percent better than Standard 0.0% 0.0 % excludin Part 2 of 3 Heating Cooling Fans Heat Rej Pumps DHW Lighting Receptacle Process Process Ltq PERF -1C Date 10/28/2013 BUILDING COMPLIES GENERAL INFORMATION Building Orientation (NE) 45 degConditioned Floor Area 7,140 sqft. Number of Stories 1 Unconditioned Floor Area 0 sqft. Number of Systems 6 Conditioned Footprint Area 7,140 sqft. Number of Zones 6 Natural Gas Available On Site Yes Orientation Gross Area' Glazina Area (,Ia7inn Rntin Front Elevation Left Elevation Rear Elevation Right Elevation Total Roof (NE) + 1,545 (SE) 1,631 (S K9 2,062 (NKK 890 6,128 • s 7,140 sqft. sqft. sqft. sqft. sgft. sqft. , 336 245 736 240 1,557 . 0 .sqft. sqft. sqft. sqft. sqft. sqft. 21.7% 15.0% 35.7% 27.0% 25.4% 0.0% Standard Proposed Prescriptive Values for Prescriptive Lighting Power Density 1.035 W/sgft.' 1.248 W/sgft. Comparison only. See Prescriptive Envelope TDV Energy 429,767 482,189 LTG -1 C for allowed LPD. Remarks: CITY bF LA UILDIK'G & SAFE TA .' ���� � DEPT' ` FGR C0NSTRV T!!�- DATE ;. . By Ene Pro5.1 b Ene Soft User Number., 4582 RunCode: 2013-10-28T07:51:35 !D: 13001 • Pa e 4 of 36 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 C Project Name Griffin Ranch Clubhouse Date 11012812013 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads System Name Zone Name Occupancy Type s ft. /sf)' /sf z W/Sf 3 /sf 4 /sf System A/C -1 Zone 1 Comdor/Restroom/Support 1,400 2.966 0.518 System A/C -4 Event Room Zone 4 Convention/Conference/Me 1,300 1.717 0.343 System A/C -5 Lounge Zone 5 Lounge, Recreation 1,800 0.769 0.154 System A/C -6 Gym Zone 6 Exercise, Gymnasium 1,600 1.395 0.279 System A/C -3 Pilates Zone 3 Exercise, Gymnasium 500 0.896 0.179 System A/C -2 CMB Zone 2 Classroom, Lecture, Traininc 540 1.037 0.207 Notes: 1. See LTG -1C 2. See LTG -2C 3. See LTG -3C 4. See LTG -4C Items above require special documentation items marked with asterisk, see LTG -1 -C b others b others EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the Items specified In this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System System A/C -1 incorporates HERS verified Duct Leakage. Tartlet leakage is calculated and documented on the MECH-4-A. The HVAC System System A/C -4 Event Room incorporates HERS verified Duct Leakage. Tartlet leakage is calculated and documented on the MECH-44 The HVAC System System A/C -5 Lounge incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System System A/C -6 Gym incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System System A/C -3 Pilates incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System System A/C -2 CMB incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. N �•� r (A-LA nl10 0 CJIl1C� & SAFI=Tv r�r--R-,- The exceptional features listed in this performance approach application have specifically been reviewed. Adequate w L'tten , , tion and documentation for their use have been provided by the applicant. F e t r -'i 0 y Authorized Signature or Stamp OR CONSTRUCTION EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 2013-10-28T07e51.:35 /D: 13001 Page 5 of 36 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Grim Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRledlocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces g. 13Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 45 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID AssemblyType y a }g uj N W O z 0d U LLQ M O R c) of O « O x m W> O C « x� W LL> L O « �a L O C w 5 a¢ 6 r- d a. r y C O O« v N y m a iv LL 1 Slab 1,400 (N) 0.730 Nonel 4.4.7-A1 New ❑ ❑ 2 Roof 1,400 (N) 0.028 R-38 4.2.2-A19 New ❑ ❑ 3 Wall 1,017 (NE) 0.074 R-19 4.3.1-A5 New ❑ ❑ 4 Wall 268 (NVtg 0.074 R-19 4.3.1-A5 New ❑ ❑ 5 Door 42 (NI/19 0.500 Insul 4.5.1-A3 New ❑ ❑ 6 Wall 298 (SE) 0.074 R-191 1 4.3.1-A5 I New ❑ ❑ 7 Slab 1,300 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 8 Roof 1,300 (N) 0.028 R-38 4.2.2-A 19 New ❑ ❑ 9 Wall 577 (SM 0.074 R-19 4.3.1-A5 New ❑ ❑ 10 1 Wall 340 (NVt9 0.074 R-19 14.3.1-A5 New ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type d a c a° = W O Z RLL i> LL C > w V R N oS i C u> <n a> j O c r N «6 t) v� y a if 1 Window 18 (NE) 0.600 NFRC 0.730 Default ❑ New ❑ ❑ 2 Window 30 (NE) 0.710 Default 0.730 Default ❑ New ❑ ❑ 3 Window 8 (SE) 0.710 Default 0.730 Default ❑ New ❑ ❑ 4 Window 5 (SE) 0.600 NFRC 0.730 Default ❑ New ❑ ❑ 5 Window 240 (SW) 0.600 r`NFRG-0:600 —NERC ® New ❑ ❑ 6 Window 240 (NVV) 0.600 WC Y 6670" 0 L ' NFRC I® (New ❑ E3 Window 240 (SV) 0.600 NFRG-DIfOj60'� 4NRC:-r® y7 w ❑ ❑ 8 Window 168 (SE) 0.600 N NFRC, N 0.600 :Z� tNFRG r- ; News � ❑ ❑ 9 Window 256 (SVV) 0.710 N Default )R 0730 jq efau t ia, New 13 1310 Window 64 (SE) 11 Default 0.730 Default 16 New 1 ❑ ❑ .0.710 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 1 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate DATE action to correct—Vei!if�'building_plan f e sary. EnergyPro 5. 1 by EnergySoft User Number. 4582 RunCode: 2013-10-28T07:51:35 /D: t300 Page 6 of 36 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV -1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRlellocatable Public School m Conditioned Spaces 13Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space z 8000 ft2 (If checked include the ENV -4C with submittal) Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 45 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta !ID Assembly Type fd0 Q y y L OZ H ; U.yn M '-'.20. •� 0M W> Cc « W YL CE Cj CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRledlocatable g. Public School m Conditioned Spaces E3Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space z 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component 0 Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 1 45 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID Assembly Type d .. a 0 C N N W 0;f U U. 3 �„` >> m 0 D: C G1 O x M w> C C r x w a O d •« w 5> O C 5 a v x C C. o a o N C 02 N R m U- 21 Wall 96 (NE) 0.074 R-191 14.3.1-A5 New ❑ ❑ 22 Slab 540 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 23 Roof 540 (N) 0.028 R-38 4.2.2-A 19 New ❑ ❑ 24 Wall 96 (NE) 0.074 R-19 4.3.1-A5 New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type A a 0 a 'S m W 0 Z A LL 2> LL O > w V to N S O 00 a> > 0 c O :a 0 y ❑ ❑ ❑ ❑ ❑ ❑ UI 0J A 13 0 AJVJ=���._ - -r. ❑ ❑ D ❑ ❑ -11-3-7c-TCq ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96.—� BY 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate acion o cowest� building p ns-if ecessary. EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 2013-10-28707:51:35 /D: 13001 Page 8 of 36 CERTIFICATE OF COMPLIANCE (Part 2 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV -1 C Project Name Griffin Ranch Clubhouse Date 10/28/2013 ROOFING PRODUCT COOL ROOFS (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fall' N/A ❑ Roofing compliance not required in Climate Zones 1 andl6 with a Low -Sloped. 2:12 pitch or less. ❑ ❑ ❑ ❑ Roofing compliance Dol required in Climate Zone 1 with a Steep -Sloped with less than 5 Ib/ft2. Greater than 2:12 pitch. ❑ ❑ ❑ Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or 13SRIthat have a U -factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV -2C. 11 13 13SRI ❑ Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U -factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV -2C. ❑ ❑ ❑ ❑ The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are ted. Solar reflectance and thermal emittance or SRI, seespreadsheet calculator at www.ener .c v/title24/ 13 ❑ 13exem ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ftare exempt from Cool Roof criteria below. ❑ 13 E3the residential buildings and hotels and motels with low -sloped roofs in Climate Zones 1 through 9, 12 and 16 are 13exempted ted from the low -sloped roofingcriteria. 13 13 13exem 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope s 2:12 > 2:12 Product Weight < 5lb/fe z Sib/ff Product Type2 Aged Solar ReflectancO Thermal Emmitance SRIS Pass Faile ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ 13-13-T ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ 1 ❑ 1 ❑ ❑ ❑ 4 ❑ ❑ 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/products/search.php 2. Indicate the type of product is being used for the roof top, i.e. single -ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(p,,daa, — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at httr)://www,eneray.ca.aov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: ❑ Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other. Discrepancies: I I( rr v r N- A A �;` L--"-' QUI1\1 FA Ot 0Ai`-LT DEPT, i 'H�.�"1 Pn N M "I' UONSTRUCTinti N DATE RY Ene Pro 5.1 by Ene Soft User Number. 4582 Run Code: 2013-10-28T07.51:35 ID: 13001 Page 9 of 36 'CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 11012812013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site -built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV -2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV -2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV -2A Test Performed By: Fenestration Products Name or ID Area of like Building Envelope Requiring Testing or Verification Products Acceptance Test GRC fixed 23 m GRC SH 38 0 GRC Exterior French Doors 1,176 0 GRC Exterior French Fixed 320 m 13 13 13 13 13 I UITYM)F LA QUlNTA BUILDMIG & SAFETY DEPT, i o'Ppr)\/I=n n ❑ !N 1 F ❑ [v EnergyPro 5.1 by EnergySoft User Number: 4582 Run Code: 2013-10-28T07:51:35 1D: 13001 Pae 10 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1C Project Name Griffin Ranch Clubhouse Date 10/28/2013 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG -1- INST Retain a copy and verify form is completed and signed. Field Inspector ❑' Certificate of Acceptance, LTG -2A and LTG -3A Retain a copy and verify form is completed and signed. Field Inspector ❑ A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: ® CONDITIONED SPACE ❑ UNCONDITIONED SPACE ® The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance With §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the ® calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 wafts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts Installed Watts A B. C D E F G H None or Item Ta ' •' Complete Luminaire Description' - (Le, 3 lamp fluorescent troffer, F32T8 one dimmable electronic ballasts a m E o 3 � How wattage Was determined c F '� > > z , m f eld . Ins actor;, -rall ig �; u, % c� mil s .;u . CEC m M Default o �, From o NA8 a l— A+AE A+AE Recessed CFL downlight 6" 28W 28.0 ❑ ❑ 77 2,156❑. B B+BE Recessed downlight 8" 93W 93.0 ❑ - ® 24 2,232 Oz;;WIP B + BE B+BE Recessed downlight 8"93W 93.0 ❑ ® 24 2,232 ❑ ¢ D D Suspended direct -indirect linear fluorescent 35.01 ❑ ❑ 3 105 .> F F Surface mount wraparound linear fluorescent'" P 70.0 ❑ ® 15 1,050: G G Wall bracket fluorescent 27.0 ❑ ® 3 81 H H Under cabinet linear fluorescent 13.0 ❑ m 1 13❑l> I I Wall bracket fluorescent (mirror light) 35.0 ❑ ® 8 280 apt J J Recessed downlight LED 3.5" cone color 1 33.0 ❑ ® 6 198 K K Recessed downlight LED 3.5" round cone color 2 33.0 ❑ ® 4 13210 -_ Q M1 M1 PendantI • 199.0 ❑ � ® 1 199 s i(] �' - ] M2 M2 Pendant decorative CFL 24"diameter 191.0 ❑ ® 1 191 M3 M3 Pendant decorative CFL 30" diameter 191.0 ❑ ® 4 764 O M4 M4 Pendant114.0 11® 9 1,026 0�` -l] a N2 N1 Recessed cove lights - MR16 .� 50.0 ❑ ® 5 2501] P1 P1 Wall mount decorative CFL" 25.0 ❑ ® 4 100 l] 3, Wil] ❑ ❑ 0 410 `: ' ❑ ❑ip - ❑ ❑ a=go. ❑❑_ i ;I Unstalled-W�atts"Pa elTotal:f ❑ T-1„1,009 Building total number of pages: BU11nstalled�Watts,Building Total' �.���d, � ���e ,ld ! , n—� Sum of all a esT_ T 11- 09 ' E to e`r�into LTG 1G Pia e 4,of 4 LTH, t -UH CONg�TRI lCTIO 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of -bulb. N 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take a r 9 P appropriate” action to correct. Verify building plans if necessa �. TC EnergyPro 5.1 by EnergySoft User Number., 4582 RunCode: 2013-10-2 JD7.51:35 —ID: -130 F 1 —�_ I Pae 11 of 36 v CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1 C Project Name Date Griffin Ranch Clubhouse 10/28/2013 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft2, automatic daylighting controls for daylit areas > 2,500 ft2, d) shut-off controls, e) display lighting controls, f) tailored lighting controls — general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft2, in accordance with Section 131. MANDATORY LIGHTING CONTROLS -FIELD INSPECTION ENERGY CHECKLIST`I WiRIn"s actor: _a, Number Special n: Type/ Description of Units Location in` Building Features Pass .Fail � °�. x '9110 - xTEn= a- R W ' .. } . � 4 .. : ❑ .cusp �'G> rte;, f• a . 0, t$, S❑ ' , . � "❑ 5 ,.. �w+TSS 2 cl 04 IN MOM Uffiff - fir' J ' [: 5 v .3.5�#IF�� F--.w•--'nKyg� w nt ❑® W 7,1 ME ❑ • e� ❑ Wow -'1Mo SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG -1C The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement- agency determines the adequacy of the justification, and may reject a building or design that -otherwise complies based.on the adequacy•of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: Lx I UE PT; UVED r �r �• e.viv� I I i TION Ener Pro 5.1 b Ene Soft User Number. 9582 Run Code: 2013-10-28707:5135_ Pa a 12 of 36 9582 Run Code: 2013-10-28707:5135_ Pa a 12 of 36 'CERTIFICATE OF COMPLIANCE Part 3 of 3 LTG-1 C Project Name Date Griffin Ranch Clubhouse 10/28/2013 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned S aces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 11 009 Installed Lighting from Conditioned LTG-1C, Page 2 from Unconditioned LTG-1C, Page 2 0 Lighting Control Credit 2 097 Lighting Control Credit Conditioned Spaces from LTG-2C 0 Unconditioned Spaces from LTG-2C Adjusted Installed = 8912 Adjusted Installed 0 .Lighting Power Lighting Power Complies if Installed <_ Allowed Complies if Installed 5 Allowed Allowed Lighting Power Allowed Lighting Power Conditioned Spaces from LTG-3C or PERF-1 8'912 Unconditioned Spaces from LTG-3C 0 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A and LTG-3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG-2A and LTG-3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG-2A and LTG-3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled LTG-2A and LTG-3A Controls and Sensors and Number of Automatic Equipment Re uirin Testing Description Luminaires controlled Location Daylighting Controls Acceptance Occ Sensor - Storage A+AE Recessed CFL downlight 6" 28V 41 Zone 1 ❑ Occ Sensor- Multi-Level D Suspended direct-indirect linear fiuoi 3 Zone 1 m Occ Sensor- Storage F Surface mount wraparound linear flu 15 Zone 1 El Occ Sensor - Storage G Wall bracket fluorescent 3 Zone 1 El Occ Sensor - Storage H Under cabinet linear fluorescent 1 Zone 1 p Occ Sensor - Storage I Wall bracket fluorescent (mirror light) 8 Zone 1 El Occ Sensor- Hallway N1 Recessed cove lights - MR16 5 Zone 1 p Occ Sensor- Hallway M4 Pendant 9 Zone 1 El Dimming - Multiscene B+BE Recessed downlight 8" 93W 24 Event Room El Dimming - Mu/tiscene J Recessed downlight LED 3.5" cone C6 �� _Louhge p Dimming - Multiscene K Recessed downlight LED 3.5" round 4 f yy e� r t 6 `Lo gef �+c �i 1 `� A p Dimming - Multiscene M2 Pendant decorative CFL 24"diam 1 udIrL ��I�LoungebAFETY DEPT. ❑ Dimming - Multiscene M3 Pendant decorative CFL 30" diam 4 ^ N H4ounge 0 Vrn El Dimming - Multiscene P1 Wall mount decorative CFL 4 J FOR CouogeSTRUCTIO 4 m Dimming - Multiscene B+BE Recessed downlight 8" 93W 24 Gym m 1 DATE--__ By_ ❑ EnergyPro 5.1 by EnergySoh User Number. 4582 Run Code: 2013-10-28T67.51.35 ID-1300_l - Pae 13 of 36 CERTIFICATE OF COMPLIANCE Part 3 of 3 LTG -1 C Project Name Date Griffin Ranch Clubhouse 10/28/2013 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned S aces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 11009 Installed Lighting 0 from Conditioned LTG -1C Page 2 , from Unconditioned LTG -1C, Page 2 Lighting Control Credit 2,097 Lighting Control Credit 0 Conditioned Spaces from LTG -2C Unconditioned Spaces from LTG -2C Adjusted Installed 8912 Adjusted Installed = 0 Lighting Power Lighting Power Complies if Installed:5 Allowed Complies if Installed:5 Allowed Allowed Lighting Power 8,912 Allowed Lighting Power Conditioned Spaces from LTG -3C or PERF -1 Unconditioned Spaces from LTG -3C 0 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG -2A and LTG -3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG -2A and LTG -3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG -2A and LTG -3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled LTG -2A and LTG -3A Controls and Sensors and Number of Automatic Luminaires Daylighting Controls Equipment Re uirin Testing Description controlled Location Acceptance Dimming - Multiscene A+AE Recessed CFL downlight 6" 28V 16 Zone 3 El Dimming - Multiscene A+AE Recessed CFL downlight 6" 28V 20 Zone 2 El _ ❑ Or LA QUINJ A I❑ 13UILUIINJU & SAF-ETY DEPT. ❑ M AP r FK. -)V F n ❑ FOH CONSTRUCTION ❑ i I❑ DATE BY ❑ Ene Pro 5.1 b Ene Soft User Number: 4582 RunCode: 2013-10-28F07:51r35----1D: 1:300] Page 14 of 36 'CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area Na GENERAL INFORMATION Building Type: ® Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 45 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Inspection Criteria Meets Criteria or Requirements Pass Fail - Describe Reason Item or System Tags i.e. AC-1 RTU-1 HP-1 DHW Heater ❑ ❑ Equipment T e3: Electric Res DHW Boiler ❑ ❑ Number of Systems 7 ❑ ❑ Max Allowed Heating Capacity' 17,280 Btu/hr ❑ ❑ Minimum Heating Efficiency' 0.99 EF ❑ ❑ Max Allowed Cooling Capacity' n/a ❑ ❑ Cooling Efficiency' n/a ❑ ❑ Duct Location/ R-Value n/a ❑ ❑ When duct testing is required, submit & MECH-4-HERS n/a 13 13MECH-4A Economizer n/a ❑ ❑ Thermostat n/a ❑ ❑ Fan Control n/a ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail - Describe Reason Item or System Tags AC-1, RTU-1, HP-1 System A/C-1 ❑ 13i.e. Equipment T e3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 114,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 96% AFUE ❑ ❑ Max Allowed Cooling Capacity' 47,400 Btu/hr ❑ ❑ Cooling Efficiency' 16.0 SEER / 12.3 EER ❑ ❑ Duct Location/ R-Value Attic, Ceiling Ins, vented / 8.0 ❑ ❑ When duct testing is required, submit & MECH-4-HERS Yes 13 13MECH-4A Economizer No Economizer �' �-rt-----❑ ❑ Thermostat Setback Required U I I Y Wit- r 1A ] Fan Control Constant Volume 1:3011-DIN 3 & .o�EEI Y DEPT. � 1. If the Actual installed equipment erformance efficiency and capacity ' d ()m P y p ty is less than' the Proposed (pro^ she energy compliance submi al or from the building plans) the responsible party shall resubmit energy compliance to include theFneni1changes*4STRUCTION 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form! Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. DATE _ _ JEnergyPro5.1byEnergySoft User Number. 4582 Run Code: 2013-10-28T07:5,1:35- _ID: 13001 I Pae 15 of 36 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECHA C FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. 10 Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 145 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui menu Inspection Criteria Meets Criteria or Requirements Pass Fail – Describe Reason Item or System Tags i.e. AC -1, RTU -1 HP -1 System A/C -4 Event Room ❑ ❑ Equipment T e3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heatinq Capacity' 120,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 80% AFUE ❑ ❑ Max Allowed Cooling Capacity' 124,000 Btu/hr ❑ ❑ Cooling Efficiency' 11.2 EER ❑ ❑ Duct Location/ R -Value Attic, Ceiling Ins, vented/ 8.0 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ E ui mene Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail – Describe Reason Item or System Tags i.e. AC -1, RTU -1, HP -1 System A/C -5 Lounge E3 ❑ Equipment T e3: Packaged DX ❑ ❑ Number of S stems 1 ❑ ❑ Max Allowed Heating Capacity' 120,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 80% AFUE ❑ ❑ Max Allowed Cooling Capacity' 124,000 Btu/hr ❑ ❑ Cooling Efficiency' 11.2 EER ❑ ❑ Duct Location/ R -Value Attic, Ceiling Ins, vented/ 8.0 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes 13 ❑ Economizer No Economizer I.------- ❑ ❑ Thermostat Setback Required N CITY nir— i ❑ A � � � ❑ Fan Control Constant Volume B�I� �It�IM , '❑a * . C- - x—r�. Y t I ❑ 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from t he'enePgycompliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new,changes.,� � �- t I l�Y' �ef�.' 1r+„ �� 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fail 0 a Fail box.is-che@gq( 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. n n — I I JEnergyPro5.1byEnergySoft User Number. 4582 Run Code: 2013-10"28T0 :'51:35--IDS1s?001 I —773g—el 6 of 36 'CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area n/a GENERAL INFORMATION Buildin Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 145 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Inspection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC -1 RTU -1 HP -1 System A/C -6 Gym 11 ❑ Equipment T e3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 120,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 80% AFUE ❑ ❑ Max Allowed Cooling Capacity' 124,000 Btu/hr ❑ ❑ Coolinq Efficiency' 11.2 EER ❑ ❑ Duct Location/ FI -Value Attic, Ceiling Ins, vented/ 8.0 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes 13 ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags i.e. AC -1, RTU -1, HP -1 System A/C -3 Pilates ❑ ❑ Equipment T e3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 76 Btu/hr ❑ ❑ Minimum Heating Efficiency' 96% AFUE ❑ ❑ Max Allowed Cooling Capacity' 30, 000 Btu/hr ❑ ❑ Cooling Efficiency' 15.0 SEER / 12.0 EER ❑ ❑ Duct Location/ R -Value Attic, Ceiling Ins, vented / 8.0 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ---❑ ❑ Thermostat Setback Required GITS(' DF PA C U NTA.❑ Fan Control Constant Volume BUII_DI & JG PAFQi DEPT. 1. If the Actual installed equipment erformance efficiency and capacity ty is less than the Proposed r(froj r[p"toheengrgycof mp ance submitt building plans) the responsible party shall resubmit energy compliance to include the Te—Cc anges:NS �.,TRUCTION 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. f nnrr I or from Ene Pro 5.1 b Ener Soft User Number. 4582 RunCode: 2013-10-28T07.51 r35 /D: 1-30n0'1 Wage 17 of 36 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECHA C FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Clubhouse Date 10/28/2013 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 7,140 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 45 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui menu Inspection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC-1 RTU-1 HP-1 System A/C-2 CMB ❑ ❑ Equipment T e3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 76 Btu/hr ❑ ❑ Minimum Heating Efficiency' 96% AFUE ❑ ❑ Max Allowed Cooling Capacity' 30, 000 Btu/hr ❑ ❑ Cooling Efficiency' 15.0 SEER / 12.0 EER ❑ ❑ Duct Location/ R-Value Attic, Ceiling Ins, vented/ 8.0 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags AC-1, RTU-1, HP-1 ❑ 13i.e. Equipment T e3: ❑ ❑ Number of Systems ❑ ❑ Max Allowed Heating Capacity' ❑ ❑ Minimum Heating Efficiency' ❑ ❑ Max Allowed Cooling Capacity' ❑ ❑ Cooling Efficiency' ❑ ❑ Duct Location/ R-Value ❑ ❑ When duct testing is required, submit & MECH-4-HERS ❑ [3MECH-4A Economizer r- —.. „� s❑ „ e a p A e-,� Thermostat I U I i T y r 1113!1 U I N I Ai0 Fan Control t3UILUII 'Ca & 6AFE DE '. 1. If the Actual installed equipment performance efficiency and capacity is less than the building plans) the responsible party shall resubmit energy compliance to include 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, P`TAC, A.kjP.I-�(-)\'�KJ the Proposed (Vrogn the energy co�mnplia�`ce submitt the rFe orhange .NS I YSUC, I ION Compliance fails if a Fail box is checked. or other. I DATE BY— I or from JEnergyPro5.1byEnergySoft User Number., 4582 RunCode: 2013-10.28707.:51.35_ JDr13001 'Pae 18 of 36 CERTIFICATE OF COMPLIANCE and (Part 2 of 4) MECHAC FIELD INSPECTION ENERGY CHECKLIST Griffin Ranch Clubhouse Discrepancies: BUILDI 10/28/2013 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1C Project Name Date Griffin Ranch Clubhouse 10/28/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked -off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title -24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume & Air Control Supply Valve Water Variable Demand D [xJ For Single -Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Eui' ment R uirin CTestin or Verification O VAV &CAV UnitaryDucts Controls DCV VAV Test Reset Control Control York TM9X1?0D20+CZHO60 1 1 ® El m ❑ ❑ 11 11 11 1]0 ?he('7al CPET00+ otW5YD 20+SterlingQVSD 3 ® ® m ❑ ❑ ❑ ❑ ❑ ❑ ❑ TM9,X080B12+CZH036) T 2 ® ® ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ yin 1 I rn�...r-� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 00 TAN ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 F <M, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 I �M —C ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ oU��1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnergyPro 5.1 by EnergySoft User Number: 4582 RunCode: 2013-10-28707:51:35 /D: 13001 Page 20 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1C Project Name Griffin Ranch Clubhouse Date 10/28/2013 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Re uirin Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) S stems Test Performed By: York TM9Xl20D20+CZHO60 1 ❑ ❑ ❑ ❑ Thermal CPE400+York YD120+SterlingQVSD 3 ❑ ❑ ❑ ❑ TM9X080812+CZHO36 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Io ❑ ❑ ❑ ❑ �C�I ❑ ❑ ❑ ❑ IIT n _: --i o ❑ ❑ ❑ ❑. ❑ ❑ ❑ Z- go " ❑ ❑ ❑ ❑ W =� ) ❑ ❑ ❑ ❑ I c< MP. I ❑ ❑ ❑ ❑ I � M rr I ❑ ❑ ❑ ❑ TI o0 1 ❑ ❑ ❑ ❑ dr- 4I ❑ ❑ ❑ ❑ > ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnergyPro 5.1 by EnefgySoft User Number. 4582 RunCode: 2013-10-28T07:51:35 /D: 13001 Page 21 of 36 LIGHTING CONTROLS CREDIT WORKSHEET Part 1 of 2 LTG-2C Project Name Griffin Ranch Clubhouse Date 10/28/2013 POWER ADJUSTMENT FACTORS PAF FOR NON-DAYLIGHT CONTROLS A Separate PAF Worksheet Must Be Filled Out for Conditioned and Unconditioned Spaces. Control Credits listed on this schedule are only for: m CONDITIONED SPACES ❑ UNCONDITIONED SPACES A B C D E F G Room # Zone ID Areas Lighting Control Description' Watts of Power Plan Room Area Control Adjustments Reference(ft) Lighting Factor' Control Credit Watts E x F Zone 1 Occ Sensor - Storage A+AE 1,400 1,148 0.15 172 Zone 1 Occ Sensor- Multi-Level D 1,400 105 0.20 21 Zone 1 Occ Sensor- Storage F 1,400 1,050 0.15 158 Zone 1 Occ Sensor- Storage G 1,400 81 0.15 12 Zone 1 Occ Sensor- Storage H 1,400 13 0.15 2 Zone 1 Occ Sensor- Storage / 1,400 280 0.15 42 Zone 1 Occ Sensor- Hallway N2 1,400 250 0.25 63 Zone 1 Occ Sensor- Hallway. M4 1,400 1,026 0.25 257 Event Room Dimming - Multiscene B + BE 1,300 2,232 0.20 446 Lounge Dimming - Multiscene J 1,800 198 0.20 40 Lounge Dimming - Multiscene K 1,800 132 0.20 26 Lounge Dimming - Multiscene M2 1,800 191 0.20 38 Lounge Dimming - Multiscene M3 1,800 764 0.20 153 Lounge Dimming - Multiscene Pi 1,800 100 0.20 20 Gym Dimming - Multiscene B 1,600 2,232 0.20 446 Zone 3 Dimming - Multiscene A+AE 500 448 0.20 90 Zone 2 Dimming - Multiscene A+AE 540 560 0.20 112 _ PAGE TOTAL 2,097 Note: Building total of non-da li ht control crediiwasfof all` a eslof,LTG=2CIPae 1-of•2� Conditioned and Unconditioned Space shall be separately totaled — ° �' B � a-1 y Enter buildingtotal of all da li h!t conimIs;creclit watts�from LTG 2C PaQ a 2,of.2 I 0 BUILDING TOTAL'OF'AL"L`CONTROL' CREDIT-W, 'S (FOR BOTH NON-DAYLIGHT AND DAYLIGHT CONTROL CREDITS) 2 097 Enter in LTG-1 C; Page 4: Lighting Control Credit as a' pro"�nate,fo��CONDITIONED g g g FOfA CoLUNCONDITjl0 D Vices 1. Description shall be consistent with Type of Control defined in Table 146-C 2. Power Adjustment Factor taken from Table 146-C DATE _ v Ene Pro5.1 b Ene Soft User Number. 4582 Run Code: 2013-10-28T.075.1.,�3_5 ID: 13001 --- yPa a 22 of 36 'AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2C Project Name Date Griffin Ranch Clubhouse 10/28/2013 Item or System Tags Indicate Air Systems T e Cent - �;� -;. i.e. AC -1, RTU -1, HP -1 . System AIC- 1 E Number ofSystems '� �_�«_�� 1 Indicate Page Reference on Plans or S MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R -value T-24 Sectio 112 a 112(a) 112(b), 112 112(c), 115 121 b 121 b 121 c 121 c 122(e) 122(e) 122 122 123 124 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & 144(a & 144(a & 144(a & 144(c) 144(c) 144 c 144(d) 144(e) 144 144 144 144(i) 144(k1 96% AFUE 16.0 SEER / 12.3 EER n/a No 1, 500 cfm No No Programmable Switch Setback Required Auto n/a System A/C -4 Event Room 1 chedule and indicate the 80% AFUE 11.2 EER n/a Required No 975 cfm No No Programmable Switch Setback Required Gravity n/a VAV, or etc...) System A/C -5 Lounge 1 icable 80% AFUE 11.2 EER n/a Required No 900 cfm No No Programmable Switch Setback Required Gravity n/a Attic, Ceiling Ins, vented/8.0 (Attic, Ceiling Ins, vented/8.01 Attic, Ceiling Ins, vented/8.0 n/a 114, 000 Btu/hr n/a 49,395 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp 1. Total installed capacity (MBtu/hr) of all electric heat on this project explain which exception(s) to §144(g) apply. n/a 120, 000 Btu/hr n/a 112,942 Btu/hr Constant Volume No No No Economizer Constant Temp Constant Temp n/a 120, 000 Btu/hr n/a 111,993 Btu/hr Constant Volume No No No Economizer Constant Temp Constant Temp Yes I Ulf I I ®FyesA Q U I N T—Alyes t5UI II1IG & SAFETY DEPT. APPRO� 0 exclusive of electr�cGauxili j&at for hhieu� 'ss.. Ielectric heat is used 'AIR SYSTEM REQUIREMENTS(Parti of 2 MECH-2C Project Name Date Griffin Ranch Clubhouse 10/28/2013 Item or System Tags Indicate Air Systems T e Central Single Zone Packac 8 ; ;A i.e. AC -1, RTU -1, HP -1 .r,:.; System A/C -6 Gym System A/C -3 Pilates st 1 1 Number of Systems Indicate Page Reference on Plans or Schedule and indicate the MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R -value T-24 Sections 112(a) 112 a 112(b),112(c) 112 c 115 a 121 b 121 b 121 c 121 c 122(e) 122(e) 122 122 123 124 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & 144(a & 144(a & 144(a & 144(c) 144(c) 144(c) 144(d) 144(e) 144 144 144 144(i) 1441k1 80% AFUE 11.2 EER n/a Required No 1, 200 cfm No No Programmable Switch Setback Required Gravity n/a 96% AFUE 15.0 SEER / 12.0 EER n/a No 150 cfm No No Programmable Switch Setback Required Gravity n/a VAV, or etc...) System A/C -2 CMB 1 icable 96% AFUE 15.0 SEER / 12.0 EER n/a No 231 cfm No No Programmable Switch Setback Required Gravity n/a Attic, Ceiling Ins, vented / 8.0 JAtbc, Ceiling Ins, vented / 8.0 1 Attic, Ceiling Ins, vented / 8.0 n/a 120,000 Btu/hr n/a 116,667 Btu/hr Constant Volume No No No Economizer Constant Temp Constant Temp 1. Total installed capacity (MBtu/hr) of all electric heat on this project explain which exception(s) to §144(g) apply. Yes n/a 76 Btu/hr We 26,842 Btu/hr Constant Volume No No No Economizer Constant Temp Constant Temp n/a 76 Btu/hr n/a 28,032 Btu/hr Constant Volume No No No Economizer Constant Temp Constant Temp Yes APPROVED f-(lL?.r� f�lC�T�� electric auxiliary%heatfor he�tlpympsJ. jfyblectric heat is used 'WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2C Project Name Date Griffin Ranch Clubhouse 10/28/2013 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, H dronic Loops Item or System Tags =� (i.e. AC -1, RTU -1, HP -1)' :-z �p Number of Systems -� Indicate Page Reference on Plans or Specification 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a & b Cooling Tower Flow Controls 144(h) Variable Flow System Design 144(h) Chiller and Boiler Isolation 144 ' CHW and HHW Reset Controls 144 ' WLHP Isolation Valves 144(i) VSD on CHW, CW & WLHP Pumps>5HP 144 0) DP Sensor Location 144 0) 1. The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, "N/A" in the next to applicable section. put column 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Service Hot Water, Pool Heatin Item or System Tags (i.e. WH -1, WHP, DHW, etc...)' DHW Heater Number of Systems )a "' � � �, � 7 Indicate Page Reference on Plans or Schedule MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113 a Steibe/ Eltron DHC -8 Water Heater Efficiency 113(b) 0.99 EF Service Water Heating Installation 113(c) Controls Req. Pipe Insulation 123 Required POOL AND SPA Pool and Spa Efficiency and Control 114(a) n1a Pool and Spa Installation 114 b n1a �'— Pool Heater– No Pilot Light 115 c n1a -CITY OF LA Q J I NTA I SpaHeater– NoPilotLight 115d n1a EIUILDING & SAFETY DEPT. Pipe Insulation 123 n1a APPROVED 1. The Proposed equipment needs to match the building plans schedule or specifications. IftaCeg4ireJnengis3 of-gPplic4l liDPYt "N/A" i� the column next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar, equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are doc� mVeAnteid. If a requirement i rt applicable, put "N/f' in the column. EnergyPro 5.1 by EnefgySoft User Number.- 4582 RunCode: 2013-10-28T07:51 35---10:-1-300 ----Page 25 of 36 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Griffin Ranch Clubhouse Date 10/28/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N Zone/System(ft) Condition Area CFM per fe Min CFM By Area B X C Number Of People CFM per Person Min CFM by Occupant E X F REQ'D V.A. Max of D or G Design Ventilation Air CFM 50% of Design Zone Supply CFM B X 0.4 CFM / ftp Max. of Columns H, J, K, 300 CFM Design Minimum Air Se int Transfer I Air Zone 1 1,400 0.15 210 7.0 15.0 105 210 1,500 System A/C -1 Total 210 1,500 Zone 4 1,300 0.50 650 65.0 15.0 975 975 975 System A/C -4 Event Room Total 975 975 Zone 5 1,800 0.50 900 60.0 15.0 900 900 900 System A/C -5 Lounge Total 9001 900 Zone 6 1,600 0.15 240 80.01 15.0 1,200 1,200 1,200 System A/C -6 Gym Total 1,200 1,200 Zone 3 500 0.15 75 10.0 15.0 150 150 150 System A/C -3 Pilates Total 150 150 Zone 2 540 0.38 205 15.4 15.0 231 2311 231 System A/C--2-CMB I Total 231 231 wn m -n O—0 G) 0 Totals IColumn i1 -" 90Ju I Total Design Ventilation Air �" rn J C �vlimmumvenI4l' aUon rate per Section 121, Table 121-A. 7Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC Occupant load for egress purposes fors aces without fixed seating. H I CRe uireaye�n la1ion Air REQ'D V.A. is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS Column D or G). —I, - . - Must�ber reater than orequal to H, or use Transfer Air column N to make up the difference. Desi n [ supI) CFM Fan CFM x 50%; or the design zone outdoor airflow rate per 121. K Condition area fti x 0.4 CFM / fe; or �-�—Maximrimsof-Columns H, J, K, or 300 CFM M This must be less than orequal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air Column H and the Design Minimum Air Column M), Column H minus M. Ene Pro 5.1 by EnergySoft User Number. 4582 RunCode: 2013-10-28T07:51:35 ID: 13001 Page 26 of 36 MECHANICAL EQUIPMENT DETAILS Part LLL, 2 MECH-5C Project Name Grin Ranch Clubhouse Date 10/28/2013 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Qty. Efficiency Tons Pump Oty, GPM BHP Control DHW / BOILER SUMMARY System Name Type Distribution Qty. Rated Input Vol. (Gals). Energy Factor or RE Standby Loss Tank Ext. or Pilot R-Value Status Steibe/ Eltron DHC-8 Instant Elec Kitchen Pipe Ins 7 17,280 0 0.99 n/a n/a New MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length ft Control Qty.. HP Type In Plenum Outside Buried I Add 1/2" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty. Output Aux. kW Elf iciency Output Eff iciency Status York TM9Xl20D20+CZHO60 Packaged DX 1 114,000 0.0 96.0 AFUE 47,400 16.0 SEER/ 12.3 EER New TherrP� CPE400+York YD120+Ste*flingQVl Packaged DX 3 120,000 0.0 80% AFUE 124,000 11.2 EER New TM9X080812+CZH036 Packaged DX 2 76 0.0 96% AFUE 30,000 15.0 SEER/ 12.0 EER New niTS.. n`UL'�I CENTOAL SYSTEMiFAN,S,UMMARY =1 fir. N SUPPLY FAN RETURN FAN 1S siem'LName I Fan Type Economizer Type CFM BHP CFM BHP York M, X120D20+CZHO60j X-) N Constant Volume No Economizer 2,000 0.75 none The al CPE400-EWrk-&120+StebingQVSD Constant Volume No Economizer 4,000 2.50 none TM9 80812+CZH_O V _ I Constant Volume No Economizer 1,200 0.50 none t -_-' I � EnergyPro 5.1 by EnergySoft User Number: 4582 RunCode: 2013-10-28707:51:35 ID: 13001 Page 27 of 36 MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-51b Project Name Griffin Ranch Clubhouse Date 10/28/2013 ZONE SYSTEM SUMMARY Zone Name SYSTEM Min CFM System Name Type Oty. Heating Cooling Ratio VAV Fan H1 d M i. ci c Reheat Coil CFM BHP " V w 2 Outside Air ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ ❑ ❑ Di C ❑ ❑ I it njjN,__ r--41 ❑ ❑ ❑ ❑ z -fl go 1 I I ❑ ❑ EX HAUST,EANcSUMMARY EX UST FAN -n EXHAUST FAN EXHAUST FAN 1 n-i� t � C_ Room Na eg Z. Oty. CFM BHP Room Name Cfty. CFM BHP Room Name oty. CFM BHP Zoe 1 1�. 6.0 250 0.10 EnergyPro 5.1 by EnergySoft User Number: 4582 RunCode: 2013-10-28707:51:35 ID: 13001 Page 28 of 36 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Project Name Date Griffin Ranch Clubhouse 10/28/2013 DESCRIPTION Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §116(a) 1: window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding),and 1.0 cfm/ft.2 for nonresidential double doors (swinging). §116(a) 2: Fenestration U -factor shall be rated in accordance with NFRC 100, or the applicable default U -factor. §116(a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). CITE' OF LA ( UINP T. T. BUILDING & FETY DEA �,�- V EFOR b CONUCTION DATE ----- BY Ener Pro 5.1 bEne Soft User Number 4582 RunCode: 2013-10-28T07:51:35 ID: 13001 Paa 29 of 36 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name Date Griffin Ranch Clubhouse 10/28/2013 Indoor Lighting Measures: §131(d): Shut-off Controls For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. 1. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch or other device capable of automatically shutting off the lighting. 2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the li hts. The area of override is not to exceed 5,000 square feet. §119(h): Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. §111: Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. §131(a): Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts §131(b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for §131(c): the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. §131(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less.6. Outdoor Lighting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets without permanently installed ballasts §132(a): All permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens per Watt or are controlled by a motion sensor. §132(b): All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanently installed outdoor lighting meets the control requirements listed. §132(c): Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements listed. CITY OF LA �I pEPT� BUILDING FETY FOR CONSTRUCTItAPPROVED ON DATE --- --— BY EnergyPro 5.1 by Ener Soft User Number. 4582 RunCode: 2013-10-28TOT51:35 /D: 13001 Page 30 of 36 CERTIFICATE OF COMPLIANCE Part 1 of 4 0LTG-1 C Project Name Date Grin Ranch Clubhouse 10/28/2013 Project Address Total Illuminated Area 81-180 Mery Griffin Way La Quinta, CA 8,900 GENERAL INFORMATION Phase of Construction: m New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Signature b& Name Dave Celmer, P.E. Company Date EquitySpec Consulting Engineers, Inc. 10/28/2013 Address CEA # 42600 Caroline Court, Suite 102 CEPE # City/State/Zip Phone Palm Desert, CA 92211 760 834 1537 Principal Lighting Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building perinit application. Name Signature (UJ Dave Celmer, MIES Company Phone EquitySpec MEP 760 834 1537 Address 42600 Caroline Court Suite 102 License # �� +/ leo City/State/Zip Date Palm Desert, CA 92211 Principal Lighting Designer's Declaration El I certify that this Certificate of Compliance documentation is accurate and complete, and accounts for all outdoor lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site, and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards. Outdoor Lighting Mandatory Measuresf Indicate location on building plans of Mandatory Measures Note Block: !/ 1 �� LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheets is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliande forms; please,refer-to the Ncnresidential.M ublished b the California Ener Commission. ;Nal ❑ OLTG-1 C Certificate of Compliance. All 4 pages required on plans for all subrFi�'t'tg1s! DI NG & SAFETY nFPT ❑ OLTG-2C (Pages 1 of 3) Lighting Wattage Allowances for General Hards sans. ape, Sales,Frontage, or, !,/' Ornamental. Opti nal on A � � � � VH) ❑ OLTG-2C (Pages 2 of 3) Lighting Wattage Allowance for Per Application Ir Per AfeCQptionw�@—qrrs�UQTION ❑ OLTG-2C (Pages 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans. L!n�-BY- Ener Pro 5.1 by EnergySoft User Number. 4582 RunCode: 2013-10-28T07.51:35 ID: 13001 Pa a 31 of 36 CERTIFICATE OF COMPLIANCE Part 2 of 4 0LTG-1 C Project Name71012812013 Griffin Ranch Clubhouse ate COMPLIANCE FIXTURE / LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG-1 INST (Retain a copy and verify form is completed and signed.) Fleld'1nS e.Gfionp CERTIFICATE OF ACCEPTANCE, OLTG-2A Retain a copy and verify form is completed and signed.) F_ Tiold"Inso,66.0onC] Luminaire Schedule Installed Watts A B C D E F G H Name or Item Ta ` Luminaire Description See footnote below i.e.: 1 lam ole to shoe -box 400 watt metal halide o •s' 5m v a> n Y3 �� -' LL a How wattageField was determined o c �E z C7 NX 5Ei {Ins N� Ico aLL;? sct0, Sism'-1 E o o rn ao 0o a� k 8°20 o z ¢ w�� R1 R1 Wall mount decorative at main entry 54.0 ❑ p ❑ 1 54 R2 R2 Wall mount decorative CFL 26W 27.0 ❑ ❑ m 14 378 �-- C C Recessed CFL downlight 6" W 28.0 ❑ ❑ ❑ 381,640 0� ❑ ❑ ❑°o ❑ ❑ ❑❑ �❑ Enter total into OLTGAC; Page 4 of 4: Row H; Total Installed Watts: 1,496 1. Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non -incandescent luminaires, indicate nominal lamp wattage and lamp type ( i.e.: fluorescent, incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire wattage listed in column D shall be the maximum relamping rated wattage on a permanent factory -installed label on the luminaire, NOT the wattage of the lamp (bulb) used, in accordance with Section 130(d or e). 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans R necessary. EXEMPT LUMINAIRES ,Fi0441N*_ cUon x`p - Name or Symbol Description of exempt luminaires in accordance with §147 MANDATORY CONTROLS Ffeltl>Ins ecUon❑_ # Description Location # Description Location SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of OLTG-1C The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the�justification,and-may-reject-a-buildg or design that otherwise complies based on the adequacy of the special justification and clocurnentation'submitted=. A n I I I N i -T- 1 111 nll. Ir•� o n n rr i r - UiJILIJII \'�.A & Vlll L I 1 LI II•"w �w w iIR•��. I!, IP' y M/ \ PO l E APPROVED Filed Inspector Notes or Discrepancies: DATE BY - 1 EnemyPro 5.1 by EnemySoff User Number., 4582 RunCode: 2013-10-28707:51:35 ID: 13001 Page 32 of 36 � e i CERTIFICATE OF COMPLIANCE Part 3 of 4 0LTG-1 C Project Name Date Griffin Ranch Clubhouse 10/28/2013 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE: ❑ OLZ 1 ❑ OLZ 2 13 OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: ® Default in accordance with §10-114, or ❑ Amended by JHA Complete the information below if the default Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The site is a government designated park, recreational area, wildlife preserve, or portion thereof, and has been designated as LZ2 or LZ3, in accordance with Table 10-114-A, because the site is contained within such a zone. ❑ The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has notified the Energy Commission by providing the materials required in §10-114(d) to the Executive Director. ❑ The adopted change is posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting ower allowances for ordinance in Table 147-C used? ❑ Yes m No Complete the information below if additional lighting power allowances for ordinance requirements are used: ❑ The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that allowed for formal public notification, review, and comment about the proposed change. ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials required §10-114(f) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, OLTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG-2A' Qty. of Equipment Re uirin Testing Like Outdoor Lighting Description Controls Location Acceptance Tests r-- i (JITY n1= I A Qw Iiri-r Ekiii nINlG R gAFP!)I=PT i A 0r-:) F--) r-NI Ir-r-% I n W Y Y Y. %-.I' V V L.W rnn� 1. Insert: OMS for Outdoor Motion Sensor; OLSC for Outdoor Lighting Shufoff'Controla, OP-for-6btdoor-Photocontrol; ATS for Astronomical Time Switch; and, STS for Standard non-astronomical Time Switch act"tante. Ene Pro 5.1 by Enerq Soft User Number. 4582 RunCode: 2013.10.28707:51:35 ID: 13001 Page 33 of 36 CERTIFICATE OF COMPLIANCE Part 4 of 4 0LTG-1 C Project Name Date Griffin Ranch Clubhouse 10/28/2013 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lighting power allowance for general hardscape (from OLTG-2C Page 1 of 3) 0 B Specific application lighting wattage allowance per unit length (from OLTG-2C Page 1 of 3) 0 C Specific application lighting wattage allowance for ornamental lighting (from OLTG-2C Page 1 of 3) 0 D Specific application lighting wattage allowance per application (from OLTG-2C Page 2 of 3) 0 E Specific application lighting wattage allowance per area (from OLTG-2C Page 2 of 3) 1,496 F Specific application lighting wattage allowance for ordinance requirements (from OLTG-2C Page 3 of 3) 0 G Total Allowed Wattage = Sum of rows A through F: 1,496 H Total installed watts (from Compliance Fixture Schedule, (from OLTG-2C Page 1 of 3) 1,496 Complies if wattage in row H is less than or equal to the wattages in row G m Yes ❑ No -CITY OF LA QUINTA BUILDING & SAFETY DEPT. FOR CONSTRUCTION DATE EnemvPro 5.1 by EnemySoft User Number. 4582 Run Code: 2013-10-28707:51:35 ID: 13001 Page 34 of 36 OUTDOOR LIGHTING WORKSHEET Part 2 of 3 OLTG-2C Project Name Griffin Ranch Clubhouse Date 1 10/28/2013 D. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION DETERMINE WATTAGE ALLOWANCE DESIGN WATTS ALLOWANCE A B C D E F G H I J Specific Lighting Application Number of Applications Specific Application Allowance watts Wattage Allowance B X C Luminaire Symbol Luminaire Type Lumin QTY Watts Per Luminaire Design Watts G X H Allowed Watts Minimum of D or I Enter total into OLTG-1 C; Page 4 of 4; Row D; Specific Application Wattage Allowance Per Application 0 E. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER AREA DETERMINE WATTAGE ALLOWANCE LUMINAIRE TYPE DESIGN WATTS A , B C D E F G H 1 J M C () f Spec fic Li htin A •. licatio7 - illuminated Area of Application Specific Application Allowance watts per ftp Wattage Allowance B X C Code for Luminaire Type Luminaire Type Lumin QTY Watts Per Luminaire Design Watts G X H Allowed Watts Minimum of D or I Building f ic4de lightui; 5,000 0.350 1,750 R1 R1 Wall mount decorative at main ent 1 54.0 54 432 R2 R2 Wall mount decorative CFL 26W 14 27.0 378 Patio ligh 'n un Cn 3,900 0.408 1,591 C C Recessed CFL downlight 6" W 38 28.0 1,064 1,064 A 33 -n C) Fri _ . --Jill { m I - Enter total into OLTG-1 C; Pae 4 of 4; Row E; Specific Application Lighting Wattage Allowance Per Area 1,496 EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 2013-10-28T07:51:35 /D: 13001 Page 35 of 36 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Date Griffin Ranch Clubhouse 10/28/2013 E ui ment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1 A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 1 B. An occupancy sensor to control the operating period of the system; or 1 C. A 4 -hour timer that can be manually operated to control the operating period of the system. 2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(8)' square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121(f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building ors ace shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall li it,the•pyatl2t=T`emperatu�e to 1j10,, F -r 2 Circulating service water -heating systems shall have a contr I �a`u a Q# automat ci ally tuc�i go irc �U{NC 5At-t 1 T jJ lating pump when hot water is not required. tiUf Zk . APP EL FOR CONSTRUCTION DATE BY EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 2013-10-28707:51:35 /D: 13001 Page 36 of 36 Sladden Engineering - 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 + 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 August 17, 2004 Project No. 544-4402 0408-571 a Transwest Housing, Inc. 47-120 Dune Palms Road, Suite C La Quinta, California 92253 Attention: Mr. Rod Grinberg Project: Proposed Griffin Ranch Residential Development SEC Avenue 54 and Madison Street La Quinta, California Subject: Geotechnical Investigation Presented herewith is the report of our Geotechnical Investigation conducted for the construction of the , i proposed approximately 195-acre residential development to be located on the southeast comer of Avenue 54 and Madison Street in the City of La Quinta, California. The investigation was performed in order to provide recommendations for site preparation. and . to assist in foundation design for the proposed residential structures and the related site improvements. This report presents the results of our field investigation and laboratory testing along with conclusions and recommendations for foundation design and site preparation. This report completes our original scope of services as outlined within our proposal dated July 8, 2004. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this report, please contact the undersigned Respectfully submitted, SLADDEN ENGINEERING" Brett L. Anderson ' Principal Engineer F SER/pc • t Copies: 6/Transwest Housing ` , � , GEO^EC^NCALI``E~TIG^'^IO'` PROPOSED GRIFFIN RANCH DEVELOPMENT SEC AVENUE 54 &MADI8ON STREET lAQ}INTA, August 17,2004 ` ' IA13L8O;CONIEY4IS., . � INTRODUCTION -_--_'-.___—'_''_------__.-._- 1 . SCOPEOFWORK ................................................................................................................................... 1 PROJECT DESCRIPTION .....................................-.____-_____________^_______ 1 - GEOLOGY AND SEISMICITY ........................................................................................ -~_-' -''Z ' ' SUBSURFACE CONDITIONS ..................................................................... 3 _---_-----__-'_-_-_------'_—'__-_-'—_-. 3 CONCLUSIONS AND ' .....................................3~ � FoundationDesign ................ ............................................................................................................ 4 � Settlements........................................................................................................................................ S Lateral Design _ 5 ' - �/aDm ---S Retaining . � . �^Expansive Soils ._-----''S - � Concrete '-_.___-----_..'---_—.-_--_'__-__~_'----.. S SolubleSulfates ................................................................................................................................. 6 ' Tentative Pavement Design .............. .............................................................................................. 6 � 6 _ GeneralSite Grading ........................................................................................................................ 6 . l. 6 � 7 , � 3LPlacement of Compacted Fill ................................................................................................ 7 -. 4. Preparation wfSlab and Pavement Areas ........................................................................... 7 ' 5' Testing� ood--__---. 7 '- ' G8NORAL_-_-_._~_-_-'---_.----.8 REFERENCES _-. __...---_..__ 9 APPENDIX A- -'Site Plan and Boring Logs Field Exploration` APPENDIX B' Laboratory TestingLaboratory ' Test Results � APPENDIX C- 1997UBC 5eion-Lic Design Criteria SAFETY DE , � ~ � ` � ' � � ` � ' � August 17, 2004 -1 Project. No. 544-4402 _ 04-08-571 INTRODUCTION This report presents the results of our Geotechnical Investigation performed in order to provide recommendations for site preparation and to assist in the design and construction of the foundations for the single-family residences proposed for the Griffin Ranch development. The project site is located on the southeast comer of Avenue 54 and Madison Street in the City of La Quinta, California. The preliminary plans indicate that the proposed project will include single-family residences along with various associated site improvements. The associated site improvements are expected to include paved roadways, concrete driveways and patios, underground utilities, and landscape areas. SCOPE OF WORK The purpose of our investigation was to determine certain engineering characteristics of the near surface soils on the site in order to develop recommendations for foundation design and site preparation. Our investigation included field exploration, laboratory testing, literature review, engineering analysis and the preparation of this report. Evaluation of hazardous materials or other environmental concerns was not within the scope of services provided. Our investigation was performed in accordance with contemporary geotechnical engineering principles and practice. We make no other warranty, either express or implied. PROJECT DESCRIPTION The approximately 195 -acre project site is located on the southeast comer of Avenue 54 and Madison Street in the City of La Quinta, California. It is our understanding that the project will consist of single- family residences along with various, associated site improvements. It is our understanding that the proposed residences will be of relatively lightweight wood -frame construction and willbe supported'by conventional shallow spread footings and concrete slabs on grade. The associated improvements will include paved roadways, concrete walkways, patios, driveways, landscape areas and various underground utilities. The majority of the subject site is presently vacant and the ground surface is covered with scattered desert brush, short grass and weeds. Large tamarisk trees exist along the majority of the property lines. The majority of the property has apparently been previously used for agricultural purposes. The property has been leveled throughout and is near the elevation of the adjacent properties and roadways. The Griffin estate located within the central portion of the property is not a part of the proposed project. The eastern portion of the Griffin estate including a horse racing track and fields are a part of the proposed development. The PGA West development forms the southern site boundary and exists west of the site across Madison Street. There is a residential subdivision along the southeastern edge of the -site. The properties along the northeast property boundary and north of � site-a®Avenue. remain vacant. QUINT BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY i Sladden Engineering August 17, 2004 2:` `Project No. 544-4402 04-08-571 Based upon our previous experience with lightweight residential structures, we expect that isolated column loads will be less than 30 kips and wall loading will be less than to 2.0 kips per linear foot. Grading is expected to include minor cuts and fills to match the nearby elevations and to construct slightly elevated building pads to accommodate site drainage. This does not include removal and recompaction of the bearing soils within the building areas. If the anticipated foundation loading or site grading varies substantially from that assumed the recommendations included in this report should be reevaluated. GEOLOGY AND SEISMICITY The project site is located within the central Coachella Valley that is part of the broader Salton Trough geomorphic province. The Salton Trough is.a northwest trending depression that extends from the Gulf of California to the Banning Pass. Structurally the Salton Trough is dominated by several northwest trending faults, most notable of which is the San Andreas system. A relatively thick. sequence of sedimentary rocks have been deposited in the Coachella Valley, portion of the Salton Trough from Miocene to present times. These sediments are predominately terrestrial in nature with some lacustrian and minor marine deposits. The mountains surrounding the Coachella Valley are composed primarily of Precambrian metamorphic and Mesozoic granitic rock. The Coachella Valley is situated in one of the more seismically active areas of California. The San Andreas fault zone is considered capable of generating a maximum credible earthquake of magnitude 8.0 and due to its proximity to the project site the distance of approximately 9.9 kilometers should 'be considered in design fault for the project. Seismic activity along the nearby faults continues to affect the area and the Coachella Valley is considered one of the more seismically active regions in California. A computer prograrri'and pertinent geologic literature were utilized to compile data related to earthquake fault zones in the region and previous seismic activity that may have affected the site. E.Q. Fault Version 3.00 (Blake) provides a compilation of data related to earthquake faults in the region. The program searches available databases and provides ' both distances to causitive faults and the corresponding accelerations that may be` experienced on the site due to earthquake activity along these faults. The attenuation relationship utilized for this project was based upon Joyner & Boore (1987) attenuation curves. The information generated was utilized in our°° liquefaction evaluation The site is not located in any Earthquake Fault zones as designated by the State but is mapped in the County's Liquefaction and Ground Shaking Hazard Zone V. Several significant seismic events have occurred within the Coachella Valley during the past 50 years. The events include Desert Hot Springs 1948 (6.5 Magnitude), Palm Springs - 1986 (5.9 Magnitude), eser-Springs - _1992 (6.1 Magnitude), Landers -1992 (7.5 Magnitude) and Big Bear -1992 (6.6 Mag[DA e):1 OF SUI -DING &,S�. QUINT'd a LEDE OFI CONS TE BY Skdden Engineering ,r August 17, 2004 =3= Project No. 544-4402 04-08-571" SUBSURFACE CONDITIONS The soils underlying the site consist primarily of fine-grained silty sands with scattered generally thin sandy clayey silt layers. As is typical for the area, the silty sand and sandy silt layers are inconsistently interbedded and vary in thickness. Silty sands were the most prominent soils within our exploratory borings but several prominent sandy silt and clayey silt layers were also encountered. The silty sands encountered near the existing ground surface appeared somewhat loose but the deeper silty sand and sandy silt layers appeared relatively firm. Sampler penetration resistance (as measured by field blowcounts) indicate that density generally increases with depth. The site soils were dry on the surface but moist below a depth of approximately 5 feet. Laboratory testing indicates that the surface soils within the upper 5 feet consist primarily of silty sands. Expansion testing indicates that the surface silty sands are generally non -expansive and are classified ,as "very low" expansion category soils in accordance with Table 18 -I -B of the 1997 Uniform Building Code. Groundwater was not encountered within our borings that extended to a depth of approximately 50 feet below the existing ground surface. Groundwater should not be a factor in design or construction. LIQUEFACTION Liquefaction occurs with sudden loss of soil strength due to •rapid increases in pore pressures within cohesionless soils as a result of repeated cyclic loading during seismic events. Several conditions must be present for liquefaction to occur including; the presence of relatively shallow groundwater, generally loose soils conditions, the susceptibility of soils to liquefaction based upon grain -size characteristics and the generation of significant and repeated seismically induced ground accelerations. Liquefaction affects .primarily loose, uniform grained cohesionless sands with low relative densities. In the case of this project site, several of the factors required for liquefaction to occur are absent. As previously indicated, groundwater was not encountered within our borings that extended to a depth of approximately 50 feet .below the existing ground surface on the site. Due to the depth to groundwater, the potential for liquefaction affecting the site is considered negligible. CONCLUSIONS AND RECOMMENDATIONS Based upon our field investigation and laboratory testing, it is our opinion that the proposed residential development is feasible from a soil mechanic's standpoint provided that the recommendations included in this report are considered in building foundation design and site preparation. Due to the somewhat loose -condition - of -the surface soils, -remedial grading is -recommended—forthe building areas. We recommend that remedial grading within the proposed buildingiareas m, duM a overexcavat on- d recompaction.of the primary foundation bearing soils. Specific ae�ofiendatio foL itiv e reparation are presented in the Site Grading section of this report. g� a A DEPT. FOR CO���TION DATE— BY Sladden Engineering V , August 17, 2004 =4= Project No. 544-4402 04-08-571. Based upon the depth to groundwater and the generally firm condition of the deeper sand layers, it is our opinion that the potential for liquefaction affecting the site is minimal. The remedial grading recommended for building areas will result in the construction of a uniform compacted soil mat beneath all footings. In our opinion, liquefaction related mitigation measures in addition to the site grading and foundation design recommendations included in this report should not be necessary - The -site is located in one of the more seismically active areas in California. Design professionals should be aware of the site setting and the potential for earthquake activity during the anticipated life of the structure should be acknowledged. The accelerations that may be experienced on the site (as previously discussed) should be considered in design. The seismic provisions included in the Uniform Building Code for Seismic Zone 4 should be considered the minimum design criteria. Pertinent 1997 UBC Seismic Design Criteria is summarized in Appendix C. Caving did occur within our borings and the potential for caving should be expected within deeper excavations. All excavations should be constructed in accordance with the normal CaIOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the near surface silty sands will be classified by CalOSHA as Type C. Soil conditions should be verified in the field by a "Cornetent.person" employed by the Contractor.,.- The near surface soils encountered during our investigation were found to be non -expansive. Laboratory testing indicated an Expansion Index of 0 for the surface silty sands and, sandy silts that corresponds with the "very low" expansion category in accordance with UBC Table 18 -I -B. The following recommendations present more detailed design criteria which have been developed on the basis of our field and laboratory investigation. The recommendations are based upon non -expansive . soils criteria. Foundation Design: The results of our investigation indicate that either conventional shallow continuous footings_ or isolated pad footings that are supported upon properly compacted soils,, may be expected to provide adequate support for the proposed structure foundations. Building pad grading should be performed as described in the Site Grading Section of this report to provide for uniform and firm bearing conditions for the structure foundations. Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings should be at least two feet square and continuous footings should be at least 12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500 pounds per square foot (psf) and isolated pad footings may be designed using an allowable bearing pressure of 1800 psf. The, allowable bearing pressures are applicable to dead and frequently applied live loads. The allowable bearing -pressures may be increased by 1/3 to resist wind and seismic loading. Care should be tal�len 1 Bee�thaabbearing JA r-snbgrade�q'ls are not allowed to become saturated from the ponding of,&i w�ia��or irrigation,iill>;au;£ a from the & S,�F building area should be rapid and complete. ETY DEP T. ��� FOR CONSTRUCTION DATE -_ By i Sladden Engineering v August 17, 2004 =5 Project No. 544-4402 0408-571 The recommendations provided in the preceding paragraph are based on the assumption. that all footings will be supported upon properly compacted engineered fill soils. All grading should be performed under the testing and inspection of the Soils Engineer or his representative. Prior to the placement of concrete, we recommend that the footing excavations be inspected in order to verify that they extend into compacted soil and are free of loose and disturbed materials. Settlements: Settlements resulting from the anticipated foundation loads should be minimal provided that the recommendations included in this report are considered in foundation. design and construction. The estimated ultimate settlements are calculated to be approximately one inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. Lateral Design Resistance to lateral loads can lie provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used with consideration to dead Toad forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used for the sides of footings that are poured against properly compacted native or approved non -expansive import soils. Passive earth pressure should be ignored within the upper 1 foot except where confined (such as beneath a floor slab). Retaining Walls: Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall :design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free - draining native backfill conditions. Backdrains should be provided for the full height of the walls. Expansive Soils: Due to the prominence of "very low" expansion category soils near the surface, the expansion potential of the foundation bearing soils should not be a controlling factor in foundation or floor slab design. Expansion potential should be reevaluated subsequent to grading. Concrete Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by a minimum compacted non -expansive fill thickness of 24 inches, placed as described in the Site Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor barrier or an adequate capillary break. Vapor barriers should be protected by sand in order to reduce the.possibility of puncture and to aid in obtaining uniform concrete curing. Reinforcement of slabs -on -grade in order to resist expansive ooil pressures sho d—n t be necessary.However, reinforcement will have a beneficial effect -in con�tairung�ciackumt'gd�e to 8 JA�-E� Vr r concrete shrinkage. Temperature and shrinkage related cracking should be anticipatld all concrete slabs -on -grade. Slab reinforcement and the sp, cahnjig of3control�j in �s shou d be determined by the Structural Engineer. F`�� LOfVSTRUCTION DATE ----_ BY Sladden Engineering ..August 17, 2004 =6 Project No. 5444402 04-08-571 Soluble Sulfates: The soluble sulfate concentrations of the surface soils have not yet been determined but native soils in the area have been known to be potentially corrosive with respect to concrete. The use of Type V cement and specialized sulfate resistant concrete mix designs may be necessary for concrete in contact with the native soils. Tentative Pavement Design: All paving should be underlain by a minimum compacted fill thickness of 12 inches (excluding aggregate base). This may be performed as described in the Site Grading Section of this report. R -Value testing was not conducted during our investigation but based upon the sandy nature of the surface soils, an R -Value of approximately 50 appears appropriate for preliminary pavement design. The following preliminary onsite pavement section is based upon a design R -Value of 50. Onsite Pavement (Traffic Index = 5.0) Use 3.0 inches of asphalt on 4.5 inches of Class 2 base material Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of CalTrans Standard Specifications, January 1992. Asphaltic concrete should conform to Section 39 of the CalTrans Standard Specifications. The recommended sections should be provided with a uniformly compacted subgrade and precise control of thickness and elevations during, placement. Pavement and slab designs are tentative and should be confirmed at the completion of site grading when the subgrade soils are in-place. This will include sampling and testing of the actual subgrade soils and an analysis based upon the specific traffic information Shrinkage and Subsidence: Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. :We estimate that this shrinkage could vary from 20 to 25 percent. Subsidence of the I surfaces that are scarified and compacted should be between 0.1 and 0.3 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. These values for shrinkage and subsidence. are exclusive. of losses that will occur due -to.. the stripping of the organic material from the site and the removal of oversize material. General Site Grading: All grading should be performed in accordance with the grading ordinance of the City of La Quinta, California. The following recommendations have been developed on the basis of our field and laboratory testing and are intended toJprovide a uniform compacted mat of soil beneath the building slabs and foundations. 1. Site Clearing. Proper site clearing will be very important. Any existing vegetation, slabs, foundations, abandoned underground utilities or irrigation lines should be removed from the proposed building areas -and the resulting excavations should be •properly -backfilled. Soils1hat are disturbed{�iuuig,site eleanng•s�Rb-Wd-be-remo ed.and replaced as controlled compacted fill under theUd1iirU Uof the�SbirID .nlgineerA SAFETY DEPT. 1 110 FOR CONSTRUCTION DATE--_ BY SMdden Engineering August 17, 2004 ;=7:= Project No. 5444402 04-08-571 2 Preparation of Building and Foundation Areas: In order to provide adequate and uniform bearing conditions, we recommend overexcavation throughout the proposed residential building areas. The building areas should be overexcavated to a depth of at least 3 feet below existing grade or 2 feet below the bottom of the footings, whichever is deeper. The exposed soils should then be scarified to a depth of 1 -foot, moisture conditioned and recompacted to at least 90 percent relative compaction. The excavated material may then be replaced as engineered fill material as recommended below. 3. Placement of Compacted Fill: Within the building pad areas, fill materials should be. spread in thinlifts, and compacted at near optimum moisture content to a minimum of 90 percent relative compaction. Imported fill material shallhave an Expansion Index not exceeding 20. The contractor shall notify the Soils Engineer at least 48 hours in advance of importing soils in order to -provide sufficient time for the evaluation of proposed import materials. -.: The contractor shall be responsible for delivering material to the site that complies with the project specifications. Approval by ,the Soils Engineer will be based upon material delivered to the site and not the preliminary evaluation of import sources: Our observations of the materials encountered during our investigation indicate that compaction within the. native soils will be most readily obtained by means of. heavy rubber tired equipment and/or sheepsfoot compactors. A uniform and near optimum moisture content should be maintained during fill placement and compaction. ' 4. Preparation of Slab and Paving Areas: All surfaces to receive asphalt concrete paving or exterior concrete slabs -on -grade, should be underlain by a minimum compacted fill thidmess of 12 inches. This: may be accomplished by a combination of overexcavation, scarification and recompaction of the surface, and replacement of the excavated material as controlled compacted fill. Compaction of the slab and pavement areas should be to a minimum of 90 percent relative compaction. 5. Testing and Inspection: During grading tests and observations, should be performed by - the Soils Engineer or his representative in order to verify that the grading is, being performed in accordance with the project specifications. Field density testing shall be performed in accordance with applicable ASTM test standards. The minimum acceptable degree of compaction shall be 90 percent of the maximum dry density as obtained by the ASTM D1557-91 test method. Where testing indicates insufficient density, additional compactive effort shall be applied until retesting indicates satisfactory compaction. CITY OF LA.'QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION ;August 17, 2004 =8'_ Project No. 544-4402 04-08-571 GENERAL The findings and recommendations presented in this report are based upon an interpolation of the soil conditions between boring locations and extrapolation of these conditions throughout the proposed building area. Should conditions encountered during grading appear different than those indicated in . this report, this, office should be notified. This report is considered to be applicable for use by Trans West Development, Inc. for the specific site and project described herein. The use of this report by other parties or for other projects is not authorized. The recommendations of this report are contingent upon monitoring of the grading operations by a representative of Sladden Engineering. All recommendations are considered to be tentative pending our review of the grading operations and additional testing, if indicated. If others are employed to perform any soil testing, this office should_ be notified prior to such testing in order to coordinate any required site visits by our representative' and to assure indemnification of Sladden Engineering. We recommend that a pre -job conference beheld on the site prior to -the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of the recommendations presented in this report as they apply to the actual grading performed. LA BUILDINGDEDEP A P FOR CONS� DATE 13 Sladden Engineering .August 17, 2004 =9 Project No. 544-4402 04-08-571 REFERENCES ASCE Journal of Geotechnical Engineering Division, April 1974. Boore, Joyner and Fumal (1994) Estimation of Response Spectra and Peak Accelerations from North American Earthquakes, U. S. Geological Survey, Open File.Reports 94-127 and 93-509. Finn, W. E. Liam, (1996) Evaluation of Liquefaction Potential for Different Earthquake Magnitudes and Site Conditions, National Center for Earthquake Engineering Research Committee. Joyner and Boore, (1988) Measurements, Characterization and Prediction of Strong Ground Motion, ASCE Journal of Geotechnical Engineering, Special Publication No. 20. Lee & Albaisa (1974) "Earthquake Induced Settlements in Saturated Sands". Seed and Idriss (1982) Ground Motions and Soil Liquefaction During Earthquakes, Earthquake Engineering Research Institute Monograph. Seed, Tokimatsu, Harder and Chung, (1985), Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, ASCE Journal of Geotechnical Engineering, Volume 111, No. 12, December. Rogers, Thomas H., Geologic Map of California, Santa Ana Map Sheet. Riverside County, 1984, Seismic Safety Element of the Riverside County General Plan C1 OF LAQld�g�-q BUILDING & SAFETY DEPT. FrAP APPROVED RUCTION DATE ` ------- � gym__ Sladden Engineering APPENDDC A FIELD EXPLORATION For our field investigation, 16 exploratory borings were excavated on July 16 and August 4, 2004, using a truck mounted hollow stem auger rig (Mobile B-61) in the approximate locations indicated on the site plan included in this appendix. Continuous -log of the materials encountered were prepared on the site by a representative of Sladden Engineering. Boring logs are included in this appendix. Representative undisturbed samples were obtained within our boring by driving a thin-walled steel penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT) sampler with a 140 pound hammer dropping approximately 30 inches (ASTM D1586). The number of blows required to drive the samplers 18 inches was recorded (generally in 6 inch increments). Blowcounts are indicated on'' the boring log. The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of 2.5 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1.5 inches. Undisturbed samples were removed from thesampler and.placed in moisture sealed containers in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing. CIT`' ®F7ED UANTA BUILDING &TY DEPT. APPR APPROVED FOR CONCTIONDATE —_ DATE BY Sladden Engineering Griffin' Ranch SEC Avenue 54 and Madison Street 7/16/2004 'Boin No: l. r .5444402Date N'.". o 3 �. . ar IL cn U o. .. Desch tion , ' �. in .. .. c o emarks ... _ ...... _ .. .. . 0 _, .:.: - .:. , .. alive Soils r DATE BY Sladden Engineering DATE gY Sladden Engineering Sladden Engineering - 'Griffin; Ranch . SEC Avenue 54 and Madison Street Date: 7/16/2004 Borin No: 3:.-. Job Number 544=4402 ` o o ° g �. :o A R � . � pq _ ... o. MlSurrounding Area is Flood Imgated Sladden Engineering t TA so BUIL )ING & .SA ETY DEPT, FOR CONSTRUCTION DATE E83Y Sladden Engineering Griffin Ranch SteAvenue. 54:and MatLson:Street ::. y. Date:.' .7/16/2004 ...; ::.: Boring No. 4. ; Job Number 544-4402 . ° .� : o U cn' Desai tion`. i,, emarks 0 e6ve Soils 5 ;4"/7/9 Dry. Silty:Fine;Sand Slv1 2 20 in.color �9A CSN 10 }y? 3%7/10 Damp'Silty Fine:Saiid SNl 6 - 25: - Grey in color--' 15 ',2/3/7 Wet Silty Clay and Moist Silty Fine!Sand '' " ' ML Gmy in -co or 20 2/3/4 Moist.Sandyandt Jayey Silt ........ 25 ti otal'Depth ,= -20' Bedrock noteencountered-. groundwater not encountered - 30 Recovered Sample Unrecovered Sample; Standard Peiietration Sample .35 40 Vote Thestrahfication hries,t�epresent theapptozimate: boundanesbetween the soil_,types, the transition may, .e- 45 TA so BUIL )ING & .SA ETY DEPT, FOR CONSTRUCTION DATE E83Y Sladden Engineering 25 30 1 1 35 40 45 ' 50.. .: . ana I ` I Sample red Sample Penetration Sample The stratification lines represent the approximate aries between. the soil.types;.the.transition. may. be Sladden Engineering , Ranch d Madison Street : ` F� Job.Ntunber 544=4402 o•. yr Z:Remarks ative Soils .... . . t. 93 .. Greyish Brown in color rey in color SP: 1 ": 7 .: io-color 141E 4 89' 1 =, 12 < Giev in color The stratification lines represent the approximate aries between. the soil.types;.the.transition. may. be Sladden Engineering , Griffin Ranch SEC Avenue 54 and MaiLson .Street Date:'.;.. 8/4/2004 ;. Bonin No: 6:. Job Number 544-4402 a o: N". -• d% rh: �. 0 o. Description 0. �: ] .0 . o ` etnarks:; 0`x ,t alive S91 s:> 5� F '+ 19/30/32: Dry Silty Firie:Sand SM I : - Gny;in coloi ' �i 7 G r a ,i 10/23720 : Dry Fine:Sand with�Traces of Silt SP F _ - Greyish:biovm m color IS, .in color,... 10/10/15. Si" Fine Sand with a Clayey Siltlayer-:-37 - . 6. t edrock'noreicouriered Graph %yat;F not wroi mtered 20 T. mo .25 30 Recoveed Sample:: Unrecover' Sample i Standard,Nhi! ration. Sample. 35 t 40 Note.-The:sfratification lifi&l resent;the appiozimate . - boundaries betweeri_the' soil types, the t ansidor ;may be; graai,al:. 4.5 � v � .A Q U 1. �- A C�UtL[ ING �' SA�-ElY:[ 50 ; P r AES' EPT. CONSTRUCTION LFOR DATE------� BY Sladden Engineering Griffin: Ranch f- 1� 'SEC'Aveinue 54 and Ma'&on Street a Date:- .. 8/4/2004 Boring No 7 .'•. a Job Number 5444402 .76 3 4 vi U .. 0. De§c'" tion o ; . ein ark§ 0�ii alive Soils:+ s e y15+: 5/10/15 Dry 'Silty Fine Sand SM 0:' Giey:in color i ll 10 6/1009 Dry`Silty Eine Sand SM 2'' 22: %in color r 15 ;.. 9/26/24 - Dry-API Silt . Dr. .YeS'... ' MI ; 6 . 8l in color reY - , a; 20 8 7. Grey'irecolor . . r.� :a 11. ;. _ ' :.: . , , ofal'Depth - X20' 136drockli6i encoutiteiW 25 Recoveie&Sample' _.. rouitdwater:riot encountered: - I Unrecovered Sample, Standard Peiietmiion Sample 3U 35 Note The stratification 1►nes represenhthi approximate, boundaries between the soil.types, the transition: may be: gradual.,, 40 � t 45 a e i5 so BUIL DIN S FETv DEPT. I [ 1 r4eP l �A ex— _., . v �� FOP COhsSTPUGTION . DATE ----__ BY Sladden Engineering t DATE BY Sladden Engineering ! i `Ranch 1 nd Madison Street Job.Nuinber 544=4402 ' Remarks ative Soils SM I Grey in color SM U l l -Grey in color SM_ 35:" sh.Brown in color. ,r • Total Depth -^ 15' • i `::: chock not encountered Groundwater not encountered r. • ' y ' ximate t . may tm 1 - i UU��`VTA] 81 XMR &:;,AFE- Y DEPT. DATE BY Sladden Engineering ! Griffin Ranch SEC Avenue 54 and Madison Street Date: 8/4/2004 - Boring No. 9 Job Number: 544-4402 944 A p V] O U pq Description 1.1 O., � f ema 0 Native Soils 5 8/14/30 Slightly Moist Silty Clay and Silty Fine Sand CL 10 92 Greyish Brown in color ' t0' J rown in color 22/27/50-6" Slightly Moist Fine to Medium Sand with Traces of Silt. SP 2 11 15- Greyish Brown in color me Sandy SiltwithTraces of Clay75 - Recovered Sample Total Depth —15' - I Bedrock not encountered 20 Unrecovered Sample Groundwater not encountered - Standard Penetration Sample 25 ` .30 - Note: The stratification lines represent the approximate - boundaries between the soil types; the transition may be - gradual. 35 40 45 _ so C1FYMJFL BU LDIN, a & S AQANTA 4F r DEPT. A 0 _jm - Note The stratification lines represent the approximate boundaries between the soil types; the transition may be Sladden Engineering Depth = —29 ick not encountered idwater not encountered DATE BY CTION -GriffimRanC : `:SEC, Avenue 54 a (.Ma"on:Street: Date:.:'. 8/4/2004 136ring.NO 10 .. Job:Ntunbei .544-4402. 3 a E 3. �O . z r Q : a: �. 0 e ". O ; N U'' W : Descn tion v, Remarks 0 's alive Soils 5 9/11/12 Dry Fine Sand with Traces of Silt SP 2: in color ` 10 € 1117/13 Dry`Fine Sand'WA Traces of -Silt. SP I' 17: Grey in color 15 7/10/.16 Dry;Fine�Sand with Traces of Silt: SP: I 15.. Grey in color Note The stratification lines represent the approximate boundaries between the soil types; the transition may be Sladden Engineering Depth = —29 ick not encountered idwater not encountered DATE BY CTION 5 `Griffin Ranch 5/8/13 Slightly Moist Fine to Medium Sand with Trace Silt^ SEC .Avenue 54'and Madison: Street `_ SP Date:: _ 8/4/2004. Boris No ll: Job Number 544-4402 10 4/6/9 : Slightly Moist Fine to Medium Sand with Trace Silt 0 4 0. Brown in color and a Sandy Silt Layer 4" 15 ;3/9/12- A V 2> Description �° o emarks . ... . A _ _ .... • •... . .... 1 k :.... -. alive Soils , . ;. ; t... _. . 5 5/8/13 Slightly Moist Fine to Medium Sand with Trace Silt^ SP '1 9 Grey in color 10 4/6/9 : Slightly Moist Fine to Medium Sand with Trace Silt $Pi 4 —Greyish Brown in color and a Sandy Silt Layer 4" 15 ;3/9/12- MoistFine'Sand with -Traces of Silt, . _. , ....:. SP 2> '14.. [preyin color - Recovered Sample Total,Depth =-•15' Bedrock not encountered 20. Unrecovered Sample Groundwater not encountered - Standard Penetration Sample s 25 30 x 35 - Note: The stratification lines represent the approximate ' boundaries between the soil types; the transition may be gradual. 40 L BUILC lNCC �z SAFETY 45 EPT. FOI i COP STR CTI N 50. T E IY o Sladden Engineering 5 p 4.K Wy -..� - Griff n' Ranch Moist Silty Fine Sand -'.-SK'-'3 . rey in color . SEC'Avenne 54 and Madison Street Date: ' 8/4/2004.---. Bonn No.12 :; Job` Ndmber 544=4402 10 _ 4/3/4 _`::, Wet Silty Clay Layer –5" and Sandy Silt ML 1 a ark Grey in color O_�' o 2. 3 .r. ..: y CL .: 1 Description .. V) 2/2/3 `: Remarks 0 ; . u ative Soils Recovered Sample Total Depth —15' - IBedrock not encountered 20 �10, Unrecovered Sample t '�Groundwater not encountered. - r r Standard Penetration Sample 5 p 4.K Wy 4/6/8 Moist Silty Fine Sand -'.-SK'-'3 . rey in color 10 4/3/4 _`::, Wet Silty Clay Layer –5" and Sandy Silt ML 1 85. ,.:. . ark Grey in color 15 CL .: 1 .93 .. Grey in color 2/2/3 `: Wer Silty Clay Recovered Sample Total Depth —15' IBedrock not encountered 20 Unrecovered Sample t '�Groundwater not encountered. - r Standard Penetration Sample P 25 30 • r, �'. Note: The stratification lines represent the approximate ' ? boundaries between the soil types; the transition maybe gradual. 35 40 BUIL SAFF: ` DEPT. asTA a` F R C NSTf 3UCT ON DATE g 50 Sladden Engineering 1 Sladden'Engineering` ' 'Gjnffin Ranch SEC Avenue -54', -and Mad- ds '-Street Date: 8/4/2004 - Borin No.13 Job Number 544-4402 :. . .. o o..0. U PO . Desct'l tion .. o. .. :: o. emari�s 0;a E alive Soils 5 " 5/5/6 Moiif Siltg fin Sind". SM• 6,* .-26.:: Grey iri':color. l r i:p h� I 10 5/5/10 Wdt clayey:Silt ML ; :.: 30. 87 .` ark Grey in color -j-5A, Grey'in"color =2/3/6 '- Wet Silty -Fine S"d:with=Tiaces'of Clay' SMS `13 t Recoveieci:Sample _otal;D' th= 15' ediock n....t encountetisd Unrecovered- Sample . I ... . ioiiidwateraiot encountered: Standard'Penetration Sample:, 30 a y : Note: The stratification -lines represent the approximate F' boundanes between the sojl:types; tiie iiansition maybe'_ 35 gradual: { F. .40' -Q( JINTA 3u1 L1{DEPT. ' 45 CCJS.. UC' ION DATE 8 50 Sladden'Engineering` ' as I I l' I I� E3III L�IIf�, & S I 11 DEPT. 86dden'Engineen tg_ :Gnffin .Ranch r SEC Avenue 54 and Madison Street Date:. :8/4/2004. ;, Bonn NoA4':` Jobumb& 544;4402 0 a A v,. U` o. pq Descri yr ` .. ]' o:. emarks;;. . p alive Soils i i s ��r3�k 6L10/12 IJrySiltyFine Sana iwithaCayeX- �(ktLayer-6:'+ SM I3 -._ Lig htGreyish`.Bcown:in:cotor. A% as I I l' I I� E3III L�IIf�, & S I 11 DEPT. 86dden'Engineen tg_ Griffin Raric6 .: SEC Avenue 54. and:'Madison Street Dates 8/4/1004.: `: Boris No.15'.: _ ; Job Number ;.:' 544-440 2 o. 0 _.. y. 0 o v,. Descrition.,.. _ r. :o tn: .i q: . � emarks . 0 a_..._.,.,..... _ .. , adve Soils;, . 5 ' 5/5/7 Slightly Moist Silty Fine Sand SM '3. 13 Grey in 4r color 10 ; { 4/5/8 Silty Fine Sand with Traces of Clay SM "I S 36 Light Greyish Brown in color i Silty, Fine Sand with aClaLey in color . . Recovered Sample -total Depth =15' IBedrock not encountered 20 ` Unrecovered Sample :Groundwater not encountered ' Sladden Engineering Sladden Engineering Gnffin` Rancti ' SEC, nue 84 and Maths Street Date: ;;"---814/20K*:-:Boris JobNumbeir ; :544-44.02 a.. o � Q a�. G]. _ cn O U aq;; Descri"tion is a . ' emarks .. l _ ative Soils :.. ,.. . 5%. 4/6/7 Silty Fine Sand with a Clayey Silt Layer -3" SM 10: 22 Grey in color Cy .. i v 10 3/6/8 Slightly Moist Silty Fine Sand with Traces of Clay SM 9; 36 Grey in color Ilya: � „h 15 4/8/13 :: Sil Fine to Medium Sand SM 2 ` 25 11orgy in color Recovered Sampletotal Depth =•l5' IBedrock not encountered 201 Unrecovered Sample Groundwater not encountered" Standard Penetration Sample 30 Now The stratification lines represent the approximate 35 .::'.: • : ' boundaries between the soil types; the transition may be gradual. 40< ..:. Cl. 1' C F L:.Q ENTA BU -DINI'3 & S FaaE007ii DEPT. 45 A P :) R O� �i I D OR C ONS -'RUC TION DATE. '50.Y ...:, Sladden Engineering APPENDDC B LABORATORY TESTING Representative bulk and relatively undisturbed soil samples were obtained in the field and returned "to our laboratory for additional observations and testing. Laboratory testing was generally performed in two phases. The first phase consisted of testing in order to determine the compaction of the existing natural soil and the general engineering classifications of the soils underlying the site. This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis for selecting samples for the second phase of testing. The second phase consisted of soil mechanics testing. This testing including consolidation, shear strength and expansion testing was performed in order to provide a means of developing specific design recommendations based on the mechanical properties of the soil. CLASSIFICATION AND COMPACTION TESTING Unit Weight and Moisture Content Determiinationsi Each undisturbed sample was weighed and measured in order to determine its unit weight. A small portion of each sample was then subjected to testing in order to determine its moisture content. This was used in order to determine the dry density of the soil in its natural condition. The results of this testing are shown on the Boring Log. Maximum Density -Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil. This is shown on the Boring Log, and is useful in estimating the strength and compressibility of the soil. Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain size analyses and Atterberg Limits determinations. These provide information for developing classifications for the soil in accordance with the Unified Classification System. This classification system categorizes the soil into groups having similar engineering characteristics. The results of this testing are very useful in detecting variations in the soils and in selectingsamples for further testing. SOIL MECHANIC'S TESTING Direct Shear Testing: One bulk sample was selected for Direct Shear Testing. This testing measures the shear strength of the soil under various normal pressures and is used in developing parameters for foundation design and lateral design. Testing was performed using recompacted test specimens, which were saturated prior to testing. Testing was performed using a strain controlled test apparatus with normal pressures, ranging from 800 to 2300 pounds per square''foot. Expansion Testing: One bulk sample was selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding flinch diameter by 1 -inch thick test specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the specimens are inundated with distilled water. The linear expansion is then measured until complete. Consolidation Testing. Four relatively undisturbed samples were s one -inch thick test specimens are subjected to vertical loads varying The consolidation at each load increment was recorded prior to pla4 were saturated at the 575 psf or 720 psf load increment. FOR CONSTRUCTION DATE __ BY Maximum Density/Optimum Moisture las 'iati _ 135 130 a' 125: :. d 42.0:.:. . Ca, . -= Zero: Air: Voids Lines; 7 August 3, 2004 ASTM D-1557 A Rammer Type: Manual ASTM D698/D1557 -P-roject-Number: -544-4402 Project Name: Trans West Housing Lab ID Number: Sample Location: Bulk 3 @ 0-5' Description: Silty Sand =Maximum=Den§ityr 429=pcf . Optimum Moisture: 9.5% Sieve Size % Retained 3/4" 3/8" #4 0.0 las 'iati _ 135 130 a' 125: :. d 42.0:.:. . Ca, . -= Zero: Air: Voids Lines; 7 August 3, 2004 ASTM D-1557 A Rammer Type: Manual Maximum Density/Optimum Moisture ASTM D698/D1557 Project Number: 544-4402 ti August 30, 2004 Project Name: Ave. 54 & Madison ASTM D-1557 A -Lab-ID-Number. -Rammer-Type:-/Manual- Sample Location: Bulk 3 @ 0-5' ; Description: Silty Sand Maximum Density: 119 pcf Optimum Moisture: 10.5% Sieve Size % Retained 3/4" 3/8" foio- 447 145 t , I � I Ic . 1.�._ 135�.'` <-- Zero Air Voids Lines, _L sg x.65, 2,70, 2,75 1 -130 I, - 1 is 125 120 -Lie: Jim I T •i I . I15 r i T t P 110- A f 105 100- 0 00 0 5 10 C I IS Aii9N TA 25 Moisture Conteati s%�ING SAFETY DEF?T, dW"ePPRO ®/ ED FOR CONSTRUCTION x DATE -- E3 ` Max Density Sladden Engineering Revised 12/03/02 Gradation - ASTM C117 & C136 Project Number: 544-4402 - Project Name: Trans West Housing Sample ID: Bulk 3 @ 0-5' Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 - 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 #16 1.18 97.0 #30 0.60 94.0 #50 0.30 86.0 #100 0.15 75.0 #200. 0.074 25.0 z: August 3, 2004 cndat;"„ Sladden Engineering Revised I inoroz Gradation ASTM C117 & C136 Project Number: 544-4402 Project Name: Ave. 54 &Madison Sample ID: Bulk 3 @ 0-5' Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 99.0 #16 1.18 91.0 #30 0.60 86.0 #50 0.30 71.0 #100 0.15 61.0 #200 0.074 25.0 August 30, 2004 (:raaatin" - Sladden Eneineerine Revised 11/20/02 Expansion Index :'ASTM D 4829/UBC 29-2 Job Number: 544-4402 Date: 8/3/2004 Job Name: Trans West Housing Tech: Jake, Lab ID: Sample Mi:'. Bulk 3 @ 0-5' Soil Description: Silty Sand Wt of Soil + Ring: 595.0 Weight of Ring: 179.0 Wt of Wet Soil: 416.0 Percent Moisture: 8% Wet Density, cf: 126.0 Dry Densti , cf: 116.7 Date/Time 8/4/2004 1 9:00 AM -lhitiAl-R--d;idiAg 0:500 Final Reading 0.511. C � • r` CITY 'CF LA QJINTA RUiLDING & SAFETY DEPT. - APPPOVFD -FOR CONSTRUCTION . v DATE 2o BY t E( Sladden Engineering Revised 12/10/02 One =Dimensional Consolidation.. ASTM D2435 & D5333 Job Number: 544-4402 Job Name: Ave. 54 & Madison Sample --ID: -Boring- 9-@ 5' Soil Description: Sandy Silt A 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 =1 August 30, 2004 Initial Dry Density; pcf 88.0 --Initial=Moisture;%o: 40 Initial Void Ratio: 0.894 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram 0 Before Saturation 6 After Saturation L: 8 Rebound —0— Hydro Consolidation Consolidation Sladden Englneenng Revised 11/20/02 a One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-4402 Job Name: Ave. 54 & Madison Sample ID: Boring 9 @ 10' Soil Description: Sand 1 0 -1 -2 -3 -4 =5 -6 -7 -8 -9 -10 rnnsolidation August 30, 2004 Initial Dry Density, pcf: 99.9 Initial Moisture, %: 2 Initial Void Ratio: 0.669 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram' r 0 Before Saturation Saturation I S. Rebound -E-- Hydro Consolidation Sladden Engineering Revised 11/20/02 One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-4402 Job Name: Ave. 54 & Madison 'Sample'ID:-BoringT5-@ 5' Soil Description: Sand August 30, 2004 Initial Dry Density, pcf 90.7 'Initial-Moisture%o: '3 Initial Void Ratio: 0.837 Specific Gravity: 2.67 % Change in Height vs Normal Pressure Diagram - 0 Before Saturation --6 After Saturation i ( --�- Rebound--�I.— Hydro Consolidation Consolidation Sladden Engineering Revised 11/20/02 1 One Dimensional Consolidation -AS-TM-D2435.&-D5333 Job Number: 544-4402 August 30, 2004 Job Name: Ave.: 54 & Madison Initial Dry Density, pcf: • 95.9 Sample ID: Boring 15 @ 10' Initial Moisture, %: 15 Soil-Description:=Silty Sand -Initial-Void7Ratio: '0:738 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram �. —e—Before Saturation —�— After Saturation 1 - e Rebound --i— Hydro Consolidation 1 0 -2 -3 -4 -5 -6 -7 -8 -9 -10 Consolidation Sladden Engineering Revised 1120/02 .El Job Number: 544-4402 Date: 8/30/2004 Job Name: Ave. 54 & Madison Tech: Jake Lab ID: Sample ID: Bulk 3 @ 0-5' Soil Description: Silty Sand Wt of Soil + Ring: 585.0 Weight of Ring: 179.0 Wt of Wet Soil: 406.0 Percent Moisture: 9% Wet Density, pcf.- 123.0 Dry-Denstiy-, T-.cf- 0.500 412.9 1% Saturation: 49.3 Expansion RKek, # Date/Time 8/30/2004 9:00 AM' Initial Reading 0.500 Final Re a44 0.502 Expansion Index (Final - Initial) x 1000 Gradation ASTM C117 & C136 Project Number: 544-4402 August 30, 2004 Project Name: Ave. 54 & Madison Sample ID: Boring 3 @ 5' Sieve Sieve Percent Size, in Size, mm Passing 25.4 100.0 3/41' 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 #16 1.18 97.0 #30 0.60 79.0 #50 030 68.0 #100 0.15` 59.0 #200 -0.074 17.0 Gradation too- T] It I 90- r Ail! 11 f, :.i;�. I J". I _V 1.,[ 80'- F1 WI i: 70— I X J !:T' f 60 - HA U I. 4 So 40- 30 - 41 T ,)n I. ff IXT 11 /A: U.J I' 4 10. �i J 1-� MWO& SIRE! JDHPT.J ir �JV 0, Mi,-*..11ATT6 I 0- a %u 9 a & L. L-0 100.000 10.000 1.000 0.loo FOR CON WIMUCTION o.ow Sieve Size, IDATE — BY Sladden Engineering Revised 11/20/02 Gradation :ASTM_C11.7_&_C136 Project Number: 544-4402 August 30, 2004 Project Name: Ave. 54 & Madison Sample ID: Boring 3 @ 10' Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 . #16 1.18 100.0 #30 0.60 86.0 ® #50 0.30 74.0 #100 0.15 57.0 #200 0.074 21.0 Gradation Sladden Engineering Revised I 120/02 . ® � �l'11��®Alice ]lM.� d. lii"�iii�iiui�il , Gradation Sladden Engineering Revised I 120/02 c . • - d �A.+ i 4r � .f .4 August 17, 2004 15 Project No. 544-4402 04-08-571• 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION The International Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the updated code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered, to be most likely to create strong ground shaking at the site are listed below.:. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 9.9 km A San Jacinto 32.1 km Cl TY OF L Based on our field observations and understanding of local. geologic judged applicable to this site is Sv, generally described as stiff or dense =UBC Seismic -Zone -4. The -following-table.-presents-additional-coefficien mitigation for new construction upon adoption of the 1997 code. SAFETY DEPT.QUINTA, AD bPROVp- soil. The site is located ,; tMI`PJ k Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient. Source Factor, Na Factor, N. Ce Cv San Andreas - 1.0. 1.2.. i 0.44Na 0.64N, San Jacinto 1.0 1.0 0.44Na 0.64N„ k Sladden Engineering H . . . . . . . . ...... Honiss * ,Product: 0 ESQ GriLs ? Cutlas5.:pr65z-rjes Grills t ma Pro N VIEW FUEL--S.IZE IMAGE Product Specifications > sku.. R6N42a :I Cytout Dimensions: 45" v 26" .6 x. -H, Four. Cast Stainless Sumers 21, 20" Stainless/Ceramic Hi-Heat,Rear Rotizz.Burner, :-, St2iniess Rotiss. Motor & Hvy'l Farks,,'Rad; :> 72,500 Main Burner BTU's 8-0 Prim a ry' & 335 -eccin d ar,' 1116 -Tat. > Upgraded Knobs E Potato Rack'`? o tAM• acV7.5.tAM' 21 2 Halogen Lights-.' a .31, Grilling Zan.a: • Separators • Stainless F[2me:Tame.r-s ;> Sure Strike Ignition W/Shields., RECEIVED OCT 2 9 2013 CITY OF LA QUINTA COMMUNITY DEVELOPMENT M,ond,sy_L-t.y'22n,d, 2.013 4 RCS 42" Pnch)., Cutlass 'Pr SeriesG till, Blue - LED "with', kear`-'Eiijrner R01442a,i RON42a 42','Gutlass'-Pro S6nes' 'Blue LED with:RearRumzr- NEWStaiftlesz,, Steel. G611 .b-.;r.RCS. Alntal,-72,500 r:naiii burner O�csq' in. rax ,1176. total sq: in.. area; steal----- tKis nzw p�T-.m, rn iuunit. eatures': C'AST stain - � actually. - ` hod d :w"rrl,� e��qn!pg , ields- , WHIc6 incfure a'tempdrary pilot licFi, f4t�rl halogen light 6, U" ca n. ee-, true _c�rldr �of y. are conking ,espelcJall.v at night,ifta In'. SS rear, burrier, stainless steel. rd��- M-o't6r with forks- an&spit rod, stainless: Steel steel full front handle, -HEAVY stainless a 7.5 M(,1 Wtatvra& and. steeCr6d,gri, s upgraded i�ont�'61'kft alnd-a, zr - flavor g . rids, a . ndlcdoki ng, -fiftkimWarra e.'rity an'the'bumers, 'h ousing, g ri ds"I. II k LED' Kn6b.Lights & erHalog enLights k - Notice -, MUST be hn.stahie-d i'A a non -com&�s cabinet ibr,'afitdocr S tutok-diinepi '* .1 Pleias6. Natural Gas or Liquid Propahe. aotr -�Jjl Y OF 11A &S AFETY DEP7-. F 0 ED Co 8TR CTIOM DATEEF 13 ���Rf AISS •E f00 4NG SYSTE 3 kiarrre a products 1 Stein% Steel BSQGrAs i Prertiter Serer GrF_ :1, RCS Pr=-riiar Series 20 ',Inch)S a rtS= ; 3rd{ - R1:2Sa i 8, Q 4'� w# <e VIEW FULL-SIZE IMAGE Product SWificallions I I.Additonial Images i > SKU: R_C2.6a m Cutout Dimensions: 23 .T_/2" 4N x 21 !14' 6 x S 114' H Stainless Steel Burners 1 > Cross -Over Tubes between Burners i Stainless Steel Component=- ' Full width Drip, Tray > Over sized Eas:{-Turn Control Knobs: S Solid .Stainless Steel Grids. > 36,000 Main Burner BTU= s 414 Primary and i32 secondary for 546 Sq In. Cooking Area. > Stainless Steel Warming Tray > Sure Strike. Ignition with Back up Easy -Light Tubes. > Built in grill cover GC27DI vdll fit Downloads 14u,3.=y, h,iy Llyd, 201-3 RCS Premier Series 26" (Inch) Stainless Grill - RJC26a RJC26a Premier Series 26" Stainiess GriH by RCS Check out the all NEW, competitivety priced, RCS Stainless Steel BBQ Grill, the PJC26a Premier 26" built-in gas grill. Now ,you can have a high quality FACS product at an economical price. Be the envy of your friends and neighbors while cookrrtg on this stainless grill. €try New Premier aeries 26" built-in Grill features .Stainless .Steel Burners, Electronic Sure Strike Ignition With. Backup Easy -Light Flash i Tubes, Cross -Over Tubes Between. Burners, Stainles Steel Components, Full Width Drip Tray, Stainless Steel Warming Tray, Solid :Stainless Steel Cooking Grids, Over sized Easy -Turn Control Knobs. 10 Year Warranty on Burners and Cooking Grids. I All of these features are packed into a grill with a powerful 36,000 main burner BTU's cooking ;system and approximately 414 square inches of primary and 1-32 square inches of secondary for approximately 545 square inches of total cooking surface! lVotice - MUST be installed in n on -co mth usti-ble cabinet for outdoor ;kitchen applications. Cutout Ikmenssons: 23 V2" W x 2-1 V41 U x B 1/4' H Please specify Natural Gas or Liquid Propane. OWNERS MANUAL Renaissance, Cooking-, 'Systems y .s.r For Outdoor Use Only Installation, Operation; Maintenance Instructions & Parts List ..: Models:'.RON27, R.ON30EL, RON36, RON42EL These grills are tested and certified to the ANSI-Z21.58/CSA 1.6.stand ards. The owner's manual was updated September, 2011 For the latest news, recipes and cooking tips for your new Renaissance Cooking Systems grill, check out www.RCSGasGrills.com <14 Contents Page For Your Safety 3 Safety Rules 5 Gas Connection 6 Gas Barbecue Specifications 7 LP Tank Requirement 9 Installation Location 10 Clearances 10/11 Electrical 11 Burner Adjustments 13 Lighting Instructions 13 Operation 14 Cleaning and Maintenance 15 Parts Removal and Replacement 16 Trouble Shooting/Gas Conversion 17/18/19/20 Expanded View 21 Wire diagram 22 Parts Identification 23 Warranty 24 Message to the Proud Owner Congratulations on the purchase of this high quality, high performance grill. Read this manual carefully to understand all the instructions about how to install, operate and maintain for optimum performance and longevity. Keep this manual in a safe place for future reference. For any assistance, contact us. Make sure to provide the Model Number and Serial Number of the grill which is located on the right hand side of the control panel. Thank you for purchasing your new RCS grill. We wish you years of cooking pleasure. 1. If you smell gas: 2. Shut off gas to the appliance. 3. Extinguish any open flames. 4. Open lid. 5. If odor continues, immediately call your gas supplier. Read the "Lighting Instructions" in this manual, before lighting this appliance. . Do Not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. 2..An LP cylinder not connected for use shall not be stored in the vicinity of this or any other appliance. Check your local, building codes for the proper method of installation. In the absence of local codes, this unit should be installed in accordance with the National Fuel Gas Code No. Z223.1-CAN/CGA—B149.1, natural gas installation code or CAN/CGA-13149.2, propane installation code. The Burning of gas cooking fuel generates some by-products which are on the list of substances which are known by the State of California to cause cancer or reproductive harm. California law requires businesses to warn customers of potential exposure to such substances. To minimize exposure to these substances, always operate this unit according to the use and care manual, ensuring you provide good ventilation when cooking with gas. (1* Safety Rules 1. It is important to follow these rules to avoid fire hazard, property damage or bodily injury from improper installation or usage of the grill. For safety, READ all rules carefully and check local codes. 2. It is prohibited to install the grill in recreational vehicles/mobile homes, trailers, boats, etc. The grill is for outdoor installation and use only. 3. Ensure proper installation by following the installation instructions. Make sure to know where the gas supply shut-off valve is located. It should be readily and easily accessible. 4. Check all gas line joints & connections for gas leak with soap water solution. Never check gas leak with an open flame. 5. Do not attempt to repair or replace any part of the grill unless specifically recommended in this manual. All other services should be performed by a qualified service technician. 6. Do not place clothing or other flammable material on or near the appliance. Do not wear loose -fitting clothes or long sleeves while using the grill as some fabrics may be highly flammable. 7. Children should be carefully supervised when they are in the vicinity of the grill. Do not allow them to get close while in use. Items. of interest to children should not be stored in or around the grill in the cabinet or in the masonry enclosure. Portions of the grill can be extremely hot while in use and can cause severe burns.. 8. Protect your hand with a glove or mitt when opening and operating the grill. Open grill lid slowly to allow heat and smoke to escape before fully opening. 9. Never use aluminum foil to line the crumb pan or grill racks. This can alter airflow for proper combustion and also build up heat in the control area causing the knobs and igniters to melt. 10. Grease is highly flammable. Allow hot grease to cool down before attempting to handle it. Clean grease, tray often so that grease does not accumulate and stay in it. 11. Do not use the grill in a windy area. 12. Do not obstruct the flow of air into the front of the grill. 13. The grill should be installed facing towards the prevailing winds to help eliminate drafts from behind which can heat up the control panel and controls. 14. Always keep your grill CLEAN to eliminate grease fires which are dangerous. Gas Connections Check gas type — use only the type of gas indicated in the rating plate. Do NOT connect an unregulated gas source to the appliance. You MUST use the regulator(s) that are supplied with this appliance. Safe and satisfactory operation depends to a great extent on the proper installation of the appliance. The installation must comply with the local codes, or in the absence of local codes, with either the National Fuel Gas Code, ANSI Z223.1 or CAN/CGA— B149.1 or 149.2. Installer supplied manual gas shut-off valve must be installed in an easily accessible location in the gas supply line ahead of the pressure regulator (4"W.C.). The outdoor cooking gas appliance and its individual shut-off valve must be disconnected from the gas supply piping system during any pressure testing of the system at test pressures in excess of/p Psi (3.5kPa). Over=pressure will cause the valves to fail! The outdoor cooking gas appliance must be isolated from the gas supply piping system by closing its individual manual shut-off valve during any pressure testing of the gas supply piping system at test pressures equal to or less than '/Z Psi (3.5kPa). The supply line must be sized and installed to provide a sufficient supply of gas to meet the maximum demand of the grill without undue loss of pressure. The sealant used on the threaded joints of the gas pipe must be a type resistant to the action of LP gases. GAS BARBECUE SPECIFICATIONS BURNER INPUT RATING: Grill 15,000 BTU / each Rotisserie 12,500 BTU / each Side Burner 15,000 BTU / each Light Wattage 12V Natural Gas Connection: �. Appliance pressure 4" W.C. Inlet pressure 5" — 14" W.C. Check with your local gas utility company or with local codes before installing gas lines. Assemble pipe fittings as shown. Apply pipe compound on male joints only. Install regulator with the proper orientation for the gas flow. Be sure to use a second wrench on the flex connector when making connections. Flex Tube l•'it'tinb 5X' Plare This will be changed to 3/8" 7 LP Gas Connection Appliance pressure 10" W.C. Inlet pressure 11" — 14" W.C. Purchase a standard 20 LB. LP tank with QCC — 1 fitting. Assemble pipe/hose assembly as shown. After completion of assembly, turn the tank valve on and turn the control valves on the grill to the `HI/IGN' position for 10 — 15 seconds to purge the line of air. Inspect the hose before each use of the appliance. If it is evident there is excessive abrasion or wear, or the hose is cut, it must be replaced prior to the appliance being put into operation. The replacement hose assembly shall be that specified by the manufacturer. To connect, insert the regulator inlet into the tank valve and turn the black coupler clockwise until the coupler tightens up. DO NOT -OVER TIGHTEN THE COUPLER. To disconnect, turn the tank valve off. Hold the coupler sleeve and turn counter clockwise. The inlet line will be disengaged. If the appliance is not in use, the gas must be turned off at the supply cylinder. Cylinder must be stored outdoors out of reach of children and must not be stored in a building, garage or any other enclosed area. A dented, rusty or damaged propane cylinder.must beireplaced immediately. Check for leaks with a soapy water solution every time the cylinder is replaced or reconnected. All leaks must be corrected immediately. Never use an open flame to check for leaks. LP Tank Requirements: + The L.P. gas cylinder must be constructed and marked inaccordance with the specifications for L.P. gas cylinders of the U.S. Department of Transportation (DOT) and designed for use with a QCC-1 quick disconnect system only. - The cylinder must be provided with a shut-off valve terminating, in an C.P. gas supply cylinder valve outlet specified; as applicable, for connection No. QCC-1. The cylinder must be provided with a listed overfilling prevention device. The pressure regulator and hose assembly supplied with the outdoor cooking gas appliance must be used. Replacement of pressure regulators and hose assemblies can be purchased from authorized dealers. The cylinder supply system must be arranged for vapor withdrawal. Make sure the LP cylinder has a collar to protect the cylinder valve. Do not store a spare LP gas cylinder under on near this appliance. (a) Never fill the cylinder beyond 80 percent full. (b) If the information in (a) and (b) are not strictly,followed, a death -causing fire or serious injury may occur. • 9 V Installation Location for All Models Choose a location where the flow of air on the front of the grill is not obstructed. Due to high temperatures, place the grill out of traffic and keep away from clothing, furniture, etc. Keep the gas line connection as short as possible. Do not install in recreational vehicles/mobile homes, trailers, boats, etc. Clearances Combustible Construction Minimum horizontal clearance from sides and back of the unit to adjacent vertical combustible construction extending above top of unit, 6 inches from side and 15 inches from back. Do not locate under any overhead combustible construction. Non -Combustible Construction Sides of the grill can be 0" from non-combustible wall, below the cooking surface. Built-in Installation For non-combustible masonry cabinet enclosure installation only. Follow the cut-out dimensions as shown. ALL outdoor kitchen cabinets MUST include ventilation. We recommend 12 square inches of opening for each (running) 4 feet of counter top. 10 �1 sT # r "'`'+ ??4-x {Y- g ModelSi� 'k rte,! a4 6;� Cxy ,:x✓.�uxi„. �..''' 1I�YY G��gh�'9.,q ADm, fix- '�; � i`�1 N pI{ » � S� ? B��D<imh 27" 29-1/4""'- 18" 30" 32 7/8",'. 20" 36" 38" ,18». 42" 45» 20" The bottom of the grill must be supported on both sides and -back or full, width with opening as shown for gas connection. Electrical Electrical outlet for Rotisserie motor must be installed to the left side of the grill. The outdoor, cooking gas appliance, when installed, must be electrically grounded in accordance with local codes or, in the absence of local codes, with the National Electrical Code, ANSI/NFPA 70, or the Canadian Electrical Code, CSA C22:1. Keep any.electrical supply cord and fuel supply, hose away from any heated surface. td 14dory tate0ur &7*MV � , "�" 01 4th C Of "�n l+ tPiti �rnit��m+ � ftuvftk t This plug is specially used for connecting the optional RDB1EL and ABD1 side burners. HALOGEN LIGHT: The grill is provided wish a l r/-wat-age transformer and three -prong g-ounding plug for your protection agairst shock hazard. Connect 115V power to the grill with a grounded cord. USE the transior-ier provided! Leak Testing All gas piping and connections must be tested fo- leaks after installation or service. All leaks must be corrected immediately. Remember -before exchanging an empty bottle for a new ore. make sure all control valves are in the "off- posi-ion. Open the vaKie (shut-off or'ON' LP tank). Test for leaks :)y applying liquid soap solution to all joints. Bubbles forming indicate gas leak. NEVER USE AN OPEN FLAME TO CHECK FOR LEAKS. 12 r Burner Adiustments Every grill is thoroughly checked for proper lighting and burner flame pattern. Conditions at the location may necessitate minor adjustment of the burner air intake, if the flames are not steady/stable as shown in the figure. The flame should be full length of the burner, blue and stable. The air intake (if applicable) should be adjusted ONLY if the flame is lifting off of the ports or has noticeable amounts of yellow in the flame. If flame is lifting, turn the air shutter clockwise reducing this intake. The screw should be loosened before turning the air shutter. If the flame has more yellow than blue, the air shutter should be turned counter clockwise allowing more air in. This will stabilize the flame. Make sure to tighten the screw after adjustments are made. Remove the front panel as shown (Page 17) in the diagram to access the burner front (air shutter). In order to provide gas to the burner, the orifice must be inside the burner venturi opening. Check to ensure that the burner is properly secured at the front and back. Lighting Instructions . Before Lighting: Check gas line/hose for signs of wear, abrasion or cuts. If evidence. of deterioration is visible, replace the part prior to use. If you smell gas, check for leaks. If odor continues, immediately call for service. Keep your face and body away from the grill top when lighting. 13 Grill Burner Lighting 1. Open lid before lighting. Make sure all burners are in the 'OFF' position. 2. Push and turn burner knob to 'HI/IGN' position. 3. The pilot flame will ignite at this point, lighting the main burner. 4. Continue to hold the knob in until you have ignition. 5. If there is no ignition after 2-3 seconds, turn the knob back to the "OFF" position and repeat steps 2-4. Rotisserie Burner Lighting 1. Open lid before lighting. Make sure all burners are in the 'OFF' position. 2. Push in and tum the rear rotisserie control knob to the "on" position. While there, you'll hear the igniter "click" This should light the rear burner. 3. If you do not seethe rear burner ignite, repeat step 2 and possibly turn the control knob a little slower before the click. Operation DO NOT LEAVE YOUR GRILL UNATTENDED WHILE IN OPERATION. Grill: Grill burners are controlled individually with control knobs. After lighting, turn the knob to HI, LO or in between as desired. Turn on as many burners as required. The top cover may be closed during grilling. Keep the top cover in closed position during the pre heat period. If you have included an optional infra -red burner in your grill, you must leave the lid open while the infra red burner is in use, due to the intense heat it can generate. Rotisserie: Turn the control knobs to HI. Plug in the motor power cord to a properly grounded receptacle. Rotisserie cooking can be done with grill burners as well as with the Rotisserie burner 'ON'. KEEP THE MOTOR STORED INDOORS WHEN NOT IS USE. The skewer slides in from the side with the tip sliding into the motor shaft adapter. The slot on the handle side should be on the side. support panel edge. Use the prongs to hold the meat. Tighten thumbscrew on the prong hubs to secure in place. When ready, turn the switch on the motor box to the 'ON' position. The skewer will rotate slowly. Stop the motor before removing the skewer. 14 Clea-ning and Maintenance' Cleaning-: Your Bar -B -Q grill works better and lasts longer if properly cleaned and maintained. Clean the grill after each use. Tum grill off before starting to clean. Protect your hand with a good mitt when cleaning the hot grill. Use a wire brush, dip in water and scrub the grill to soften and loosen food spills. The food spills will fall into the crumb pan. Do not use Aerosol cleaners on hot grill surface. Chemicals may produce noxious fumes and may ignite on contact with the hot surface. Shield: Burner shields are made up of stainless steel. Occasionally, after allowing the shields to cool down, remove and soak them in water with a mild soap or detergent. Replace when dry. = Crumb Tray / Grease Pan: Empty grease pan as required to' -prevent overflowing. After use, remove the full width crumb pan and brush off the contents. Clean with hot water and soap or detergent.•NEVER line the pan with any type of foil! All stainless steel parts should be cleaned with a mild soap or detergent or with a liquid cleanser especially made for stainless steel. -Never attempt to clean stainless steel with steel wool, abrasive cloths or powders. Maintenance Keep outdoor cooking gas appliance area clear "and free from combustible materials, gasoline and other flammable vapors and liquids. Do not obstruct the flow of combustion and air ventilation. Keep the ventilation opening(s) of the cylinder enclosure free and clear from debris. Visually check burner flames for proper operation. There are many different stainless steel cleaners available. Always use the mildest cleaning procedure first, scrubbing in the direction of the. grain. To touch up noticeable scratches in the stainless steel, sand very lightly with dry 100 grit emery paper in the direction of the grain. Specks of grease can gather on the surfaces of the stainless steel and bake onto the surface and give the appearance 'of surface rust. Surface rust is caused by using steel wool or steel bristle brushes to clean the surfaces. Never use steel wool or steel bristle brushes on the stainless steel surfaces. It .can also be caused by harsh chemicals used in the area of the grill, like common pool chemicals. NEVER store chemicals of ANY kind in or near your grill! Surface rust may also be caused by other forms of contaminants found in the air' or as a result of foreign matter introduced to the grill. 15 t. For removal of most types of surface rust, use a slightly abrasive pad (Scotch Brite is good) in conjunction with a stainless steel cleaner. Always rub in the direction of the grain. Surface rust is not covered under the warranty. The burners, control area, crumb pan, etc. should be kept clean at all times. During prolonged non-use of the grill, spiders &insects can nest in areas that will adversely affect the functioning of the grill. Check burner inlets, orifice hood (gas inlet to burner), igniter, sparkers, etc. thoroughly and clean before use. Front Panel Removal for All Models REMOVEFOUR SCREWS. Parts Removal and Replacement — Pull knobs out. Remove. screws (4) — Pull panel out Slightly; — Disconnect -wires from switch. .Replace in reverse order. Grill Burner: - Remove top grates. - Remove shields. - Unscrew the burner at rear and slide out. - Clean and replace in reverse order. Grill Sparker: - Remove top grates and shields. - Unscrew the sparker bracket from inside. - Disconnect wire. - Replace in the reverse order. Rotisserie Sparker: - Remove sparker cover — lift and pull. - Remove sparker screws and pull out. - Disconnect wire at rear. - Replace in reverse order. Switch: - Remove front panel. - Disconnect wire from switch at rear. - Press and push switch from rear of the panel 16 1 - Replace in reverse order. Fuel (Gas) Conversion Instructions for RCS -grills. This should only by performed by a licensed gas professional Extra regulator: Currently all grills are supplied with an extra regulator' When converting the gas application you must also convert the regulator by removing the large nut on the front of the regulator, pulling out the plastic orifice, flipping it over and replacing it.. Tighten the large nut and you're ready to go. (This step does not apply to the LP hose and regulator set, only the separate regulator that comes with the grill). In order, the regulator must be installed and converted first in order to achieve the proper pressure to test the conversion steps 1-10 and back burner conversion 1-3 above. :To adjust the low flame setting if necessarm, see below. r . r -• Unscrew and remove this brass cap L 17 Take brass cap. This exposes the plastic plunger. Pull off and flip over the Mastic plunger and replace in the hole. Large side down converts the regulator to L' by compressing the interior spring. Replace the brass cap anc you are done!!! Note: the plunger snaps in and out: of the cap. 18 Fuel Conversion of Main Burners: 1- Determine the existing gas type. (LP or Natural gas) Changing the gas type and orifice change out is the same for both gases. 2- You must remove all grates and burner covers to expose the main burners in the grill. 3- On the bottom rear of each burner is a cotter pin. Remove pin. 4- Slide burner to the rear of the grill and up. Repeat for each burner. 5- Where the burner was located going through a hole in the basin and connecting to the valve is now evacuated space. 6- Inside the space you will find the end of the valve (front of grill), with an orifice (brass fitting), screwed into the end of the valve stem. 7- Remove the orifice with a socket set and extension. (These are extremely fragile when turning. Be extremely gentle when removing). 8- Replace new change out orifice, (repeat for all burners). When re -installing orifice do not over tighten or you will strip the brass fitting. Little pressure is needed!!! 9- Replace burners and test for proper flame height. Flame should stand at 1/2" to 1" on low and 1.5" to 2" on high. (to adjust the low flame setting simply light the grill on the low setting and adjust the screw which is located under the knob on the front of the valve as per diagram below.) 10- Replace burner covers and grates. Low flame setting screw 19 Note: it may be necessary to adjust the air mixture on each burner after a conversion. Typically LP gas requires more primary air so open the air mixers to at least half open. The opposite is true for natural gas. In some cases close these air mixer adjusters completely. (n/a on cast burners) Rotisserie burner conversion 1- Remove the back panel at the rear of the grill, this will expose the V shaped or pyramid shaped brass orifice. 2- Remove the existing orifice and replace with change out orifice. 3- Replace rear panel Trouble Shooting Problem Solution Burner will not light - Check gas supply to burner by manually lighting the burners. - See electrode for visible damage, replace if damaged. Improper burner flame -Check burner gas inlet area for blockage - Check orifice hoods for any clogging and clean. -Adjust air shutter, if necessary. - Check pressure if flame is too low or too high. - Check gas supply tank (LP) if running low. Light is not ON - Connect 115V power at rear. Turn switch ON. -Make sure the transformer was used in installation and your grill was NOT hooked up directly to 115 volt power source. - Check bulb. Replace if necessary. 20 34 J 30 ®® 31 8 n29 ;Ili A 39 4,• 34 J 30 ®® 31 8 n29 ;Ili A 39 e I 34 J 30 ®® 31 8 n29 ;Ili A 39 Halogen Halogen Lights Lights Switch Wires :onned to 'ransfomer Terminal Halogen Switch: 1 -White, 3 -Red, 4 -Black, 5 -Black. e LED Switch: 1 -Blue, 3 -Red, 4 -Blue, 5 -White. 4 22 ITEM PART # DESCRIPTION 27 ;SMOO 1R; TOP GRATE —LARGE 01 vSM002P TOP GRATE -SMALL 02 ?'SM003P BURNER SHIELD 03 %SMOW4 SMd05P Pipe Burner for 27" and 36" grills CAST BURNER for 30" & 42" grills 04 , SM006P�" LIGHT 05 �SM007P_3a IGNITOR "I.R." BURNER). 06 •SM008PJ, WIRE "I.R." BURNER 07 SM001F 27" & 36"-I.R. BURNER SM002F 30" & 42"-I.R. BURNER SM036P. 'A SM003F 27" -REAR HOOD SM004F 30" -REAR HOOD 08 SM005F - 36" -REAR HOOD SM006F 42" -REAR HOOD 09 ,,SM0091?' GRILLING ZONE SEPARATOR 30"&42" ONLY 10 .SM01:OPll TRANSFORMER 12V 11 SM007F 27"- GREASE TRAY BRACKET SM008F 30" - GREASE TRAY BRACKET SM009F 36" - GREASE TRAY BRACKET SM01OF 42" - GREASE TRAY BRACKET SM026F SM011F 27" -GREASE TRAY SM012F 30" -GREASE TRAY 12 SM013F 36" -GREASE TRAY SM029F SM014F 42" -GREASE TRAY 13 SM015F FRONT FRAME BAR 14 .S'M011PP� LED WITH WIRE 15 iSMO12P , TERMINAL BLOCK 16 :SM013P.:' SWITCH 42" -TOP HOOD SM016F 27" -MANIFOLD PIPE 17 SM017F 30" -MANIFOLD PIPE SM018F 36" -MANIFOLD PIPE SM019F 42" -MANIFOLD PIPE 18 SM020F HEAT ISOLATOR 19 SM014P` GAS VALVE-I.R. BURNER 20 '.SM0151?+'+ FLEX TUBE-I.R. BURNER 21 SMO161? ;, ORIFICE ELBOW ;SM017P:r- ORIFICE NAT#51 -I.R. 27"&36" 22 iSM018P ( ORIFICE LP #59 -I.R: 27"&36" SM019P,' ORIFICE NAT#53 -I.R. 30"&42" SM020P`' ORIFICE(LP #56 -I.R: 30"&42" 23 SM021'P': CONTROL KNOB 24 ':SM022P%'t BEZEL 25 SM023P'.: GAS VALVE- BURNER 'SM024P� ORIFICE NAT#49 ='U" BURNER 27"&36" 6SM025P%-' ORIFICE LP #57)-"U" BURNER 27"&36 26 "SM026P_- ; ORIFICE NAT#49 "U" BURNER 30"&42" SM027R. ORIFICE LP #55)-"U" BURNER 30"&42" S,M028P - ORIFICE NAT#48 -"CAST' BURNER 30"&42" - SM029P ORIFICE LP #55 "CAST' BURNER(30"&42" ITEM PART # DESCRIPTION 27 SM021F 27" -CONTROL PANEL SM022F 30" -CONTROL PANEL SM023F 36" -CONTROL PANEL SM024F 42" -CONTROL PANEL 28 r. ITEM PART # DESCRIPTION 27 SM021F 27" -CONTROL PANEL SM022F 30" -CONTROL PANEL SM023F 36" -CONTROL PANEL SM024F 42" -CONTROL PANEL 28 :SMWOP)4Z BRACKET -MOTOR 29 `-SM031.P�4: MOTOR -ROTISSERIE 30 "SM032PA1h, 27" -WARMING RACK SM033P4 30" -WARMING RACK SM034P�s 36" -WARMING RACK SM035PA��*, 42" -WARMING RACK 31 SM036P. 'A HANDLE -ROTISSERIE 32 :SM037P I;( COLLAR SM038P,'�, -, 27" -SKEWER ROD -ROTISSERIE 33 SM039P 30" -SKEWER ROD -ROTISSERIE rSM040P ', 36" -SKEWER ROD -ROTISSERIE S'M041 P A 42" -SKEWER ROD -ROTISSERIE 34 iSM042P.J: SKEWER FORK 35 -,SM043P .,, TEMPERATURE GAUGE SM025F 27" -HOOD HANDLE SM026F 30" -HOOD HANDLE 36 SM027F 36" -HOOD HANDLE SM028F 42" -HOOD HANDLE. 37 SM029F BRACKET -HANDLE • 38 SM030F SPACER=HANDLE SM031 F 28" -TOP HOOD 39 SM032F 30" -TOP HOOD SM033F I 36" -TOP HOOD SM034F I 42" -TOP HOOD r - f Please see your local dealer for service and parts replacement 23 r r RCS Products Warranty All RCS products are warranted for the lifetime of the original owner, against defects in manufacturing and workmanship. This warranty also covers the cooking grids, potato rack, stainless steel housing and burners against rust through. Control valves are warranted for 15 years. All other components including doors/drawers/accessories are covered for one year from the date of installation. This warranty only applies to residential use of these products and no commercial applications are covered. This warranty excludes normal surface corrosion, discoloration, surface scratches and surface rust which likely will occur during use. This warranty applies only to the original owner and may not be transferred. RCS will not be responsible for any damage caused as a result of not following these instructions referring to operation, use or installation. This warranty is limited to the replacement of defective parts with the owner paying all other costs including but not limited to shipping and labor to remove or install replacement parts, if necessary. Revised August 2010 WWW. RcsGasGrills.com 24