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06-3496 (CONR)50503 Mandarina 06-3496 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: - Property Address: APN: Application. description: Property Zoning: Application valuation: Applicant: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 06-00003496' Owner: X50503 MANDARINA CNL HOTELS & RESORTS 772-200-007- - - PO BOX 4975 NEW COMML - OTHER NON-RESIDENTIAL ORLANDO, FL 32802 _LOW DENSITY RESIDENTIAL 550000 Architect or Engineer: O(a Contractor: TMC COMPANY INC 24002 VIA FABRICANTE, STE 222 MISSION VIEJO, CA 92691 (949)600-7020 Lic. No.: 873958 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 - Date: 7/05/07 ----------------------------------------=------------------------------------------- LICENSED CONTRACTOR'S DECLARATION ------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: _ Section 70001 of Division 3 of the Business and Professionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B , License No.: 873 958 _ - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - Date:. Contractor: I have and will maintain workers' compensation insurance, as. required by Section 3700 of the Labor _ Code, for the performance of the work for which this permit is issued. My workerscompensation - OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 0014757-2005 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any. construct, alter, improve, demolish, or repairany structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section ' License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor C, I shall forthwith comply with those provisions. 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).: te 13-o fico nt: - 1 _ ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL - Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND *and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 Or THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I; as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. .7044; Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a.contractor(s) licensed pursuant to the Contractors' State License Law.). - 1 _ 1 I am exempt under Sec. 8.&P.C. for this reason i W_ 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 APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject*to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of,La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I' certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to°eenter up o the above-mentioned propert or inspection purposes. Date: lc C ignature (Applicant or Agent):: -" Application Number . . . 06-00003496 ------ Structure Information ADDITION AND RENOV TO CLUBHOUSE ----- Other struct info ... . . CODE EDITION 01BMP04E05EN FIRE SPRINKLERS YES MIXED-USE OCCUPANCY A -3/B OCCUPANT LOAD ..00 _ 1ST FLOOR SQUARE FOOTAGE. 3153.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee 2189.50 Plan -Check Fee 1423.18 Issue Date . . Valuation . . 550000 Expiration Date 1/01/08 Qty Unit Charge. Per Extension BASE FEE 2039.50 50.00 3.0000 THOU BLDG 500,0.01-1,000,000 150.00 Permit MECHANICAL Additional desc . Permit Fee 135.50 Plan Check•Fee 33.88 Issue Date Valuation 0' Expiration Date 1/01/08 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 9.0000 .EA MECH FURNACE <=100K 36.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 - 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 4.'00 6.5000 EA MECH VENT FAN 26.00 Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee 78.06 Plan Check Fee 19.52 Issue Date Valuation 0 Expiration Date 1/01/08 Qty Unit -Charge Per Extension BASE FEE 15.00 3.153.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 63.06.. Permit PLUMBING Additional desc". Permit Fee . . . . 162.00 Plan Check Fee 40.50 LQPERMIT Application Number . . . .. . .06-00003496 Permit . . . . . . PLUMBING Issue Date . . . Valuation . . . . 0 Expiration Date 1/01/08 Qty -Unit Charge Per Extension BASE FEE 15.00 19.00 6.0000 EA PLB FIXTURE 114.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 7.5000 EA PLB OTHER BACKFLOW <=2 INCH ---------------------------------------------------------------------------- "7.50 Permit . . . GRADING PERMIT Additional desc . Permit Fee- 15.00 Plan Check Fee .00 Issue Date 'Valuation 0 Expiration Date 1/01/'08 Qty Unit Charge Per Extension BASE' FEE 15.00 ----------------- ------------------------------------------------- Special Notes and Comments FITNESS RM, BAR AND POOL RESTROOM ADDITION AND INTERIOR RENOVATION TO EXISTING CLUBHOUSE..[3153-SF ADDITION AREA] BUILDING RECLASSIFIED AS A -3/B TYPE V -N CONSTRUCTION TYPE WITH 4 - 40 FT YARDS AND SPRINKLER CREDIT FOR ALLOWABLE AREA "INCREASE. LOT LINE ADJUSTMENT LLA -07-473 NOT APPROVED AS OF 4/16/2007 [EXISTING AREA 16,706 SF + ADDITION OF 3153 SF = 19,859 TOTAL] 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODE. **PERMIT DOES NOT INCLUDE BLOCK WALLS, TRASH ENCLOSURE AND SITE LIGHTING.** ------------------------------------------- Other Fees . . ... . . . . ACCESSIBILITY PLAN REVIEW 142.32 ART IN PUBLIC PLACES -COM 2730.00 DIF CIVIC CENTER - COMM 491.86 ENERGY REVIEW FEE 142.32 DIF FIRE PROTECTION -COMM 141.88 STRONG MOTION (SMI) - COM 115.50 DIF STREET MAINT FAC -COMM 334.21 DIF TRANSPORTATION - COMM 8298.69 Fee summary Charged Paid Credited Due ' LQPERMIT LQPERMIT Application Number . . . . .. 06-00003496 Permit Fee Total ---------- 2580.06 ---------- ----- 576.82 ----- .00 ---------- 2003.24 Plan Check Total 1517.08 1423..18 ..00 93.90 Other Fee Total 12396.78 .00 .00 12396.78 Grand Total 16493.92 2000.00 .00 14493.92 LQPERMIT Y , 3aoll, (v TY44 P.O. BOX 1504 APPLICATION ONLY Building^ 78-495 CALLE TAMPICO Address 5D-1rIf03 KA*JV V_liJJL LA QUINTA, CALIFORNIA 92253 ti ®CL Mal ing Address Q'faZ x dCl-7Sr BUILDING: TYPE CONST. OCC. GRP. '- 1*5 A.P. Number 7-76 - 2cw0a7 :Ip lei. Legal Description 3z8d2- 4R IGo 5- 4l2 Project Description AGP%/Tr i OP 2(122-5' St— rT. -rte i`Y771fcCe*5 / C ^/ `M Zip `—l J / 1 Te ` A dAl,J- 0 e Lic. % l 7 _k I J City J / &Class f. 9SC '•v Lic. # / 3 Arch., Engr., Designer Address Tel. 7¢260 err!/, yg7Z!'- A0 -76977W1? City Zip State ' fK-M CSI` r 9.260 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 requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than 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 Owner WORKER'S COMPENSATION DECLARATION 1 hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this 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 expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT /NIr V AAN►i 44 7a /ciJ 'Awo 'l. Sq. Ft. 3 5Pj 5F No. No. Dw. Size Stories / Units IWA New ❑ Add Alter ❑ Repair ❑ Demolition ❑ FWCV5 C ` - : Z 2 SF X 2 5F = 0 2 Ems►- Ig11a 4 4 -f4CY2 SP' X - - da ZONE: BY: Minimum Setback Distances: Front Setback from Center Line > 66 Rear Setback from Rear Prop. Line 60f Side Street Setback from Center Line goo / Side Setback from Property Line FINAL DATE INSPECTOR Issued by:_ Validated by: Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 9 QO0 , O1 Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure 0 TOTAL REMARKS r Q G ♦ ♦ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line > 66 Rear Setback from Rear Prop. Line 60f Side Street Setback from Center Line goo / Side Setback from Property Line FINAL DATE INSPECTOR Issued by:_ Validated by: Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE f CERTIFICATE OF COMPLIANCE 4 o Desert Sands Unified School District 47950 Dune Palms Road Q BERMUDA DUNES O Cn RANCHO MIRAGE C7 Date 2/20/07 La Quinta, CA 92253 ' INDIAN WELLS NO. 29237 d Pin QUINTA (760) 771-8515Im IQINDIO O Owner CNL Hotels & Resorts 256117 APN # 776-200-007 Address PO BOx 4975 Jurisdiction La Quinta City Orlando, FL Zip 32802-4975 Permit # Tract # •" " : , '* Study Area Type Commercial Payment Recd No. of Units 1 Lot # No. Street S.F. $1,324.26 Lot # No. Street S.F. Unit 1 50503 Mandarina 3153 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Addition to Existing Clubhouse in Citrus Development At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for Irving, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.42 X 3,153 S.F. or $1,324.26 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Pacific Western Bank - Iry Lipschutz Check No. 256117 Name on the check Telephone Funding Commercial By Dr, Doris Wilson Superintendent •" " : , '* Fee collected /exem ted b Sha on Mc(3' Iv eX Payment Recd = :\ $0.00 v $1,324.26 R er/lhder- yYf C. Signature;,, _ . ,. ra a F fv ` • .. `t 4 w .. NOTICE: Pursuant to Govdmment Code Section 66020(d)(1), this will se a to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date o whi the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting 1 PLEASE COMPLETE THIS INFORMATION RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: k-41 -(IS DOC # 2007-0520674 08/13/2007 08:00A Fee:31.00 Page 1 of 9 _.Recorded in Official Records County of Riverside Larry W. Ward µ Assessor, County Clerk 8 Recorder . 1111111111111111111111111111111111111111111111111111111 S R U , PAGE SIZE DA MISC LONG RFD COPY A M A L 465 426 PCOR NCOR . SMF NCHG EXAM D Space above this line for recorders use only TRA: 810 DTT: Title of Document T"n10'e__._'AREA FOR R E C 0 R'Lur"E n. -0 U `E ON LY 'co THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ($3:00 Additional Recording Fee Applies) ACR 238P-AS4REO (Rev. 07/2006) isCrow ANO. Loan No. WHEN`RECORDED MAIL TO: LA QUINTA RESORT AND CLUB 50-200 AVENIDA VISTA BONITA LA QUINTA, Cly 922x3 DOCUMENTARY TRANSFER aAX $...................................................... SPACE ABOVE THIS LIME FOR RECORDER'S USE. Cornprdt&d on the conaiderakn or value at pr ierty =veyed; OR ...... Computed 9n the =sioeratiork or value less liens or encumorances remairdn.g at little ct saie. Signature of Sodarant or Agent determtrung tax - Firm Neave A€ N: 776-200-016 1`76-160-002 776-090-005 776-190-013 776-190-019 CRANE DEED LLA -07-473 FOR A VALUABLE CONSIDERATION, receipt of which is Hereby acknowledged, CNL DESERT RESORT, L.P. a Delaware Limited Partnership, successor In interest by merger to: KSL DESERT RESORTS, INC., a Delaware Corporation hereby GRANT(S) to CNL DESERT RESORT, L.P, a Delaware Limited Partnership, successor In Interest by merger to: KSL DESERT RESORTS, INC., a Delaware Corp'oration the reap property in the City of LA QUINTA, County -of RIVERSIDE, State of CALiF€?RNW described as SEE EXHIS#TS °°A" AND ""03" ATTACHED HERETO AND BY REFERENCE MADE A PART HEREOF. NOTE: THIS GRANT' DEE( IMPLEMENTS THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE . ADJUSTMENT 07-473 Aa APPROVED BY THE.CITY OF LA QUINTA..ALL PROPERTY SUBJECT TO THIS LOT LINE AIEjUSTMENT IS OWNED $Y A. SINGLE ENT", HENCE OWNERSHIP .CONVEYANCE IS A IVpNESSEN'TIr4 SECONDARY FUNCTION, OF THIS DEED, THE PRIMARY FUNCTION OF THE DEED IS TO PROV913E CONSTRUCTIVE NOTICE OF THIE REVISED LOT CONFIGURATIONS PURSUANT TO GOVERNMENT CODE SECTi.ON.66492 ld), AND TO PERFECT TI'iE INTENT OF THE LOT LINE ADJUSTMENT 07473 AS APPROVED. Dated............... A010 .. STATE OF CARRA COUNTY -OF ......_. .".'pV" ................j ss On ..:......................... I .)Q2iy16,.................._............pefote me. ........... ................. ..,. I!( r..... .............................:........ personally appeared ............... ..._........................... r................._.........--•.-- .. .......... :.: personally knovm to rrle (or proved to rode on he ..as js ofsatidactory evidence) to'be the_pe.rson(s)-wttose na.arle(s) isfa.re subscribed to the within instrument and acknowledged to me that heistvWthey' executed the same 'sn :hislher/their authorized ca0.aeity(iee), and that by hislherltheir sighature(s) op.t" the persons) or the entity upon behalf'of which the persart(s) ad d `9 d the WITNESS'my nand 'a d aifcial.seat. r ° ',: n •••? ftp:. Sigatdature ...._.. _t`( iA. T3?1' K i n ` :+ $ "` r"4 CdA • 9 t ' MAIL TAX STATEMENTS Ta: CNl D T. RESORTS, L.P.. a Oela-"re Linrt :P ttrtQcship, sucee ori interOSt b erg SL DESERT ORTS INC.; . a Del o.rporatl f3y.. / !.. ..................... ITS: , .lCli. Presi e ...:..................:::..................•----...........: At'F i40VE® BY THE CITY OF LA. QUINTA COMMUNITY DEVELOPMENT-DEPT: $y.................. ................... ..... Fltle:..., '✓'(nGi. ? 1..... p.14Wnar....... I............ Date:.... .......le.7...................... :....... ............... :.....::......... Case No..Z00"7.-....:.......:.:.:........ r:'fhis area tar offidai r oiarlai gear) Notary Pubfic MA TJCO 1rMONWEALTH OF MASSACNUSE7T8 A4 Commission Expires NOVember 1, 2013 SlTE'EXHlB-lT,_-'4.1l'.' LOT LINE ADJUSTMENT No., 07- 473 PARCEL 3 OF LLA NO. 2004— 410 -AND Y LOT 14 -OF AMENDING MAP TRACT NO. _24890-2--_- ° SCALE: 1" = 100` _ R=25.00 ``► - L=10.08 e.a'iy:?lsi7 1 TOn=5.11 r. c, , 0 ,., 200' 300' / .50' 100' Uj o=23'06'30" • oo- +: /,.. . ly O S2-t '%- . .p-•t-; "" •k=125. 6 16 6- \4Z e ' " } ` c DETAIL 02@0@ Y -:r'r '•k: ' D✓ \\ t',. OOH OLS S ✓ r lr- ._ }% -NO SCALE year/ . s / / PAR. 4 O' S I:di R=25.00' 0 1 L=10.29' I I`9, 1" &23'34'41"45, . v r._.. J I _ y::./ :.: r• ti:UWD &ASWTs' O 00 r z. PARCEL - .'i/_ 'SX; i;. ' . / olo i / r *• .>•v ' S , Wa " . „' ''2;, ' ' ' , - R fidpm . fir© k . k • .. / vf {j ,:x, L° R. rinl_ ' . .GGI at; ` -l i' ' v .' .'L` ' / , ry -•h ,v G •• F,rA kif S .,•- vC; Co'9 L 9 50ff {70 r n )1).28 A rJdt 441 0 wir a N 53.07. :.P.ROPOSED rP 0 B ADDIOIV 2 0 : L 4 H ° PAR z a r • % : : - a , •'. 'TRANSFER -PARCH PARCEL "Air °- rdl"' = JF I• y e,y' : 'dy t m EXI T .j0 :'LUVE 1 H rr/+ ti car. T E.ADOUXED' °I p ASb nv. g 1• ;# ) N tS8• Y L a v o .1 `j CE/XjST% J5 a, ' 40.0 8 PROPOSEDi \ DETAIL -NO SCALE- `• DDI TION PARCEL.~ R­45s, o , r : zY =141.37 A=180.00'0 NEW LOT LINES 40.08' `'.-":EXIS, LO, GINE • ; PARCEL 4Lss ,_W 'rp-eE `JUSTED ; e 75.18 Ac. LOT -14 98' LEGEND.- -------- EXIST. LOT LINE TO BE ADJUSTED EXIST. LOT LINE. TO REMAIN PREPARED BY:. NEW LOT LINE _ 'i, r .'i• :: - r _•u ' ':"LSD LOT LINE ADJUSTMENT- NO.- 07-473 - IN .THE CITY 01 :LA QUINTA, CALIFORNIA U °AI4 G f7tS7 nv (IN) 7n -Q3? r. (M) m -aa C:1£ng_,ngk105.00 d q £XIMIS LLA CAVwce 8=l0y LLA-C4rbfamx'oq J 76 1007 7.31:10 AM PSI EXHIBIT "A" LOT LINE ADJUSTMENT NO. 07-473 PARCEL A PARCEL 3 OF LOT LINE ADJUSTMENT NO. 2004-4101 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA, RECORDED OCTOBER 8, 2004 AS INSTRUMENT NO. 2004-0803270, OFFICIAL RECORDS OF RIVERSIDE COUNTY, BEING THAT PORTION OF LOT 36 OF TRACT NO. 24890-1, IN THE CITY OF LA QUINTA, AS SHOWN BY MAP ON FILE IN BOOK 217 AT PAGES 85-90, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY CORNER OF LOT 12 OF AMENDING TRACT NO. 24890-2, IN THE CITY OF LA QUINTA, AS SHOWN BY MAP ON FILE IN BOOK 244, PAGES 92 THROUGH 100, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, SAID POINT BEING ON THE NORTHERLY PROLONGATION OF THE WESTERLY LINE OF SAID LOT 36; THENCE SOUTHERLY ALONG SAID NORTHERLY PROLONGATION AND SAID WESTERLY LINE OF LOT 36, SOUTH 00° 06'21 " EAST, 105.03 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 70° 02'03 " EAST, 111.63 FEET; THENCE NORTH 890 16'29" EAST, 137.66 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 440 41'29", AN ARC DISTANCE OF 19.50 FEET; THENCE NORTH 44° 35'00" EAST, 295.96 FEET TO A NORTHEASTERLY LINE OF SAID LOT 36; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE OF SAID LOT 36, SOUTH 450 25'00 EAST, 49.39 FEET TO A NORTHWESTERLY LINE OF SAID LOT 36; THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY LINE OF LOT 36, NORTH 440 35'00" EAST, 130.00 FEET TO A POINT ON A CURVE CONCAVE SOUTH NESTERLY HAVING A..R.ADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 68° 09'41" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE AND A SOUTHWESTERLY LINE OF SAID LOT 36 THROUGH A CENTRAL ANGLE OF 230 34'41 ", AN ARC DISTANCE OF 10.29 FEET TO THE NORTHEASTERLY LINE OF SAID LOT 36; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE OF LOT 36, SOUTH 45° 25'00" EAST, 151.63 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 158.19 FEET; THENCE SOUTHERLY ALONG SAID CURVE AND THE EASTERLY LINE OF SAID LOT 36 THROUGH A CENTRAL ANGLE OF 45° 22'05", AN ARC DISTANCE OF 125.26 FEET; THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF LOT 36, SOUTH 00° 02'55" EAST, 60.67 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 36; THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE OF LOT 36, SOUTH 44° 58'20" WEST, 477.82 FEET TO THE . BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 45.00 FEET; THENCE NORTHWESTERLY, SOUTHWESTERLY AND SOUTHEASTERLY ALONG SAID CURVE AND A SOUTHEASTERLY LINE OF SAID TRANSFER PARCEL PORTION OF LOT 14, AMENDING TRACT 24890-2 THAT PORTION OF LOT 14 OF AMENDING TRACT MAP NO. 24890-2 AS SHOWN BY MAP ON FILE IN BOOK 244 AT PAGES 92 THROUGH 100 INCLUSIVE OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY CALIFORNIA, IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA AND AS ADJUSTED BY LOT LINE ADJUSTMENT 98-277, IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA, RECORDED SEPTEMBER 28, 1998 AS INSTRUMENT NUMBER 414102, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF PARCEL 3 ALSO BEING THE SOUTHWESTERLY CORNER OF PARCEL 2 AS SHOWN BY LOT LINE ADJUSTMENT NO. 2004-410 RECORDED OCTOBER 8, 2004 AS INSTRUMENT 2004-0803270 OFFICIAL RECORDS OF RIVERSIDE COUNTY; THENCE S 000 06'21 " E ALONG SAID PARCEL 3 A DISTANCE OF 212.97 FEET; THENCE CONTINUING ALONG SAID PARCEL 3 S 450 01'40" E A DISTANCE OF 343.68 FEET TO THE SOUTHERLY CORNER OF SAID LOT 36; THENCE 460 58'22" W A DISTANCE OF 327.98 FEET; THENCE N 120 58'15" W A DISTANCE OF 91.17 FEET; THENCE N 06°38' 57" E A DISTANCE OF 144.20 FEET TO THE POINT OF BEGINNING. SAID DESCRIPTION CONTAINS 0.09 ACRES OR 3,764.6 SQUARE FEET MORE OR LESS. W,. ?7No.26662 '*-31,4' MARCH 31, 2008 C10. o7 LOT 36 THROUGH A CENTRAL ANGLE OF 1800 00'00", AN ARC DISTANCE OF 141.37 FEET TO SAID SOUTHEASTERLY LINE OF LOT 36; THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE OF LOT 36, SOUTH 440 58'20" WEST, 140.00 FEET TO THE SOUTHWESTERLY LINE OF SAID LOT 36; THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY LINE OF LOT 36, NORTH 450 01'40" WEST, 343.68 FEET TO SAID WESTERLY LINE OF LOT 36; THENCE NORTHERLY ALONG SAID WESTERLY LINE OF LOT 36, NORTH 00° 06'21 " WEST, 212.97 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF LOT 14 OF AMENDING TRACT MAP NO. 24890-2 AS SHOWN BY MAP ON FILE IN BOOK 244 AT PAGES 92 THROUGH 100 INCLUSIVE OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY CALIFORNIA, AND AS ADJUSTED BY LOT LINE ADJUSTMENT 98-277 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA RECORDED SEPTEMBER 28, 1988 AS INSTRUMENT NUMBER 414102, OFFICIAL RECORDS OF RIVERSIDE COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF PARCEL 3 ALSO BEING THE SOUTHWESTERLY CORNER OF PARCEL 2 AS SHOWN BY LOT LINE ADJUSTMENT -NO-.2004-410 RECORDED OCTOBER 8' 2 4 AS INSTRUWNT 2004-0803270 OFFICIAL- - RECORDS OF RIVERSIDE COUNTY; THENCE S 000 06'21 " E ALONG SAID PARCEL 3 A DISTANCE OF 212.97 FEET; THENCE CONTINUING ALONG SAID PARCEL 3 S 450 01'40" E A DISTANCE OF 343.68 FEET TO THE SOUTHERLY CORNER OF SAID LOT 36; THENCE N 460 58'22" W A DISTANCE OF 327.98 FEET; THENCE N 120 58'15" W A DISTANCE OF 91.17 FEET; THENCE N 060 38'57" E A DISTANCE OF 144.20 FEET TO THE POINT OF BEGINNING. SAID DESCRIPTION CONTAINS 6.74 ACRES MORE OR LESS. PARCEL B PARCEL 9 OF LOT LINE ADJUSTMENT NO. 98-277 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA, RECORDED SEPTEMBER 28, 1998 AS INSTRUMENT NO. 414102, DESCRIBED AS FOLLOWS; LOT 14 AS SHOWN BY AMENDED TRACT NO. 24890-2, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 244, PAGES 92 THROUGH 100, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. EXCEPTING THEREFROM THE FOLLOWING: A STRIP OF LAND, 8.00 FEET IN WIDTH, LYING ON THE SOUTHEASTERLY SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE MOST SOUTHERLY CORNER OF PARCEL "AH" OF LOT LINE ADJUSTMENT NO. 97-255, RECORDED JANUARY 29, 1998, INSTRUMENT NO. 98-031360, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 190 56'43" EAST, A DISTANCE OF 479.51 FEET ALONG THE NORTHWESTERLY LINE OF SAID LOT 14 TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74° 34'20", AN ARC DISTANCE OF 205.64 FEET TO THE BEGINNING OF A COMPOUND CURVE, THROUGH WHICH A RADIAL BEARS NORTH 04° 31' 02" EAST, SAID CURVE BEING CONCAVE SOUTHERLY AND HAVING A RADIUS OF 3227.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02° 12'54", AN ARC DISTANCE OF 124.75 FEET TO THE SOUTHEAST CORNER OF PARCEL "AA', OF SAID LOT LINE ADJUSTMENT. HEREWITH EXCEPTING THEREFROM THAT PORTION OF LOT 14 DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 14 OF AMENDING TRACT MAP NO. 24890-2 AS SHOWN BY MAP ON FILE IN BOOK 244 AT PAGES 92 THROUGH 100 INCLUSIVE OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY CALIFORNIA, AND AS ADJUSTED $Y LOT LINE ADJUSTMENT 98-277 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA RECORDED SEPTEMBER 28, 1988 AS INSTRUMENT NUMBER 414102; OFFICIAL RECORDS OF RIVERSIDE COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF PARCEL 3 ALSO BEING THE SOUTHWESTERLY CORNER OF PARCEL 2 AS SHOWN BY LOT LINE ADJUSTMENT NO. 2004-410 RECORDED OCTOBER 8, 2004 AS INSTRUMENT 2004-0803270 OFFICIAL RECORDS OF RIVERSIDE COUNTY; THENCE S 000 06'21" E ALONG SAID PARCEL 3 A DISTANCE OF 212.97 FEET; THENCE CONTINUING ALONG SAID PARCEL 3 S 450 01'40" E A DISTANCE OF 343.68 FEET TO THE SOUTHERLY CORNER OF SAID LOT 36; THENCE N 460 58'22" W A DISTANCE OF 327.98 FEET; THENCE N 120 58' 15" W A DISTANCE OF 91.17 FEET; THENCE N 060 38'57" E A DISTANCE OF 144.20 FEET TO THE POINT OF BEGINNING. SAID DESCRIPTION CONTAINS 75.18 ACRES MORE OR LESS. NOTE: THERE MAY BE EASEMENTS OF RECORD DELINEATED AND REFERENCED ON THE UNDERLYING MAP, OR THERE MAY BE EASEMENTS WITHIN THE AREA BEING ADJUSTED THAT ARE NOT SHOWN ON THIS DOCUMENT THAT COULD ENCUMBER SAID PARCELS HEREIN. ID IN. 7v No. 26662 MARCH 31, 2008 CIVIL SHEET 1 OF' 2 EXHIBIT LOT LINE ADJUSTMENT No. 07-473 PARCEL 3 OF LLA NO. 2004-410 AND LOT 14 OF AMENDING MAP TRACT NO. 24890-2 .._SCALEf '.1" ="tloo' 3w R=25.00- 300' .6 0 50' 100' G/1 t 200' A-- 2 34 R=158.19' L=125.26' T=66.12 - 52'. & 4 _r2'b5' /I w 02J `i'DETAIL NO SCALE - If PAR. .4 S_ R=25.60, r L=10.29' T=5.11 6=23*34'41". CVWD EASEMENT 15' j b PARCEL A" rn ITS rn O LOT P.O.B. PARCEL "A" & TRANSFER PARCEL `—EXIST -40T LIN t TOKiE'ADJUSTE is; cz, R=25.00' L=19.50' L@U 03 T=10.28 UM@U 0=44'41'29" uUu Ri M F-6) - 65) 4 1 (2) V -J) 0 11V UV l%E4u@4l2l9) [PIER LL& 2@56-4% omw. H@ - ME& 90000£3-2aw f6- LOT -14 PARCEL 19pll 6.74A AC PARCEL "A" y? 40 "j & I. 5' L LE - R=45.00' L=141.37'- & 180'00'00" EXIST. LOT LINE ty TO BE ADJUSTED n Dam P. Tffig_@, @ 'i . Vq A o.26662 M MARCH 31, 2000" '6'OF 0A LEGEND 75.26 AC_ - - - - - - - EXIST. LOT LINE. TO BE. ADJUSTED EXIST. LOT LINE TO REMAIN NEW LOT LINE TRANSFER PARCEL LOT LINE ADJUSTMENT No.. 07-473 IN- THE CITY OF LA- QUINTA-1 CALIFORNIA PREPARED BY: Flt (M) M-fiW. F¢ (MM M-6= 9 9 9 9 LEGEND SHEET 2 OF 2 . E X11 JL -TI 3"'IT " LOT LINE ADJUSTMENT No. 07-473 - EXIST. LOT LINE TO BE ADJUSTED EXIST. LOT LINE TO REMAIN PARCEL 3 OF LLA NO. 2004-410 AND NEW LOT LINE LOT 14 OF AMENDING MAP TRACT NO. 24890-2 SCALE: 1" = 500' EMIL .;.. ;•- .......r.s, 0 250' 500' 1000' i.• r; `.. ` EX/ST.:.'0.T__4 A E..__.._......:%,' . TO BE _---E1 --- - _-=-_ L30 C16 NEW LOT LINES PARCEL f; D LZ S 75.26 AC. 1_26 cl ... __...._.: Y %' = : 00 e o NJ UCDD PC Gu dL n g£3 211 7 C3 f: Mutt H@. 16 1602 ' 19 i. .. _... ! ........ Y.i ' ' C12 CURVE TABLE ~ ` J• ? CURVE LENGTH RADIUS TANGENT DELTA ' 312008 r '1'.'!.l .~ r i ' ' (^t^~ " <s% i C4 CI 135.00 303.00 68.64 25'31'43' ,MARCH y t C2 269.25 618.00 136.80 2457'47" C 11 - ° y C3 488"69 200.00 549.50 140'00'00° / 1` \Q' "- 5 ' •.. '%. C4 347.93 242.00 211.76 82 22'32' CS 1713.89 3227.00 877.68 30'25'40° qr b` F F j c10 C6 124.44 3219.00 62.23 2'12'54° C7 195.23 150.00 1 114.21 74'34'20' C8 174.96 282.00 90.40 35'32'50' C9 1704.01 2899.00 877.41 33'40'41' {i + -` i CIO 55.00 167.00 27.75 1852'10' Cit 370.81 647.00 190.65 32'50'15' L15 y }_ -" _.. i C12 91.34 473.00 45.81 11*03'51" V J 3 ': ''i ';,. % C13 268.39 532.51 137.11 2852'39' C14 1 i 17.51 218.00 8.76 4'36'07' i II C% `. '. r;f^':. :. yy.,*'^ C15 341.39 1 332.00 1 187.52 1 5855'00' t ( \ /1C ;t b.T (J If + A a •r,, . . ;F4T CI6 63.48 1 182.00 32.07 1959'09' Y9L?cI., I, .. "_ T,1aBLE LINE TABLE 0,, 4141 NSr NO2 .. -- fit,LINA „LAN ,TH•, ) va vr" BEARI G L7 ;) 15072, y.r NOQ054TW on tat LS': 14000 r4 1`;",..• C$ J' (1 l rj N8950:t 'E LINE LENGTH BEARING L19 8.00 N70ti3'1TW L20 146.11 ' ,_ ii % . " `'In' L9" °' " 735 00 ` `' -•'-- iti 09 4 /'W N7423'53'E L21 223.34 N2955'26'E • ; tin rrL1Q J a) ttf' X1'45603 "' `" N89 G'IB'E f .•`; ' .: E 't, :%• ' L22 79.35 N5412'48"w S ' •8 . 11:9 y ;. ; : U 1 `+ 18 0' 1f Y) Y9e t N00 '4W L23 155.41 N6152 35 E _• +;. L122§0.33 > N8854 41°E L24 711.34 a=>Bt{LA.L LEA 7? ISE ABLE LINE TABLE Y,1 x 1 ti 1 4•' !` c LINE iL N,* -1, i/%A,ING ' y ,bso,L9NE. lin; -4iETVGTH ycnyr A BEARIG LINE LENGTH BEARING Ll 538A0 JNOO'O6', li U3 663.23 NQ4'47.1 'E L25 175.79 N6028'47'W L2 40.5,4. N89'5e496W w qer lk0'4T1 'E L26 320.64 N4512'47'W L3 I10:fr5Z,r N83,41'1 °W L15 8.00 N06'43' -E L27 83.50 N5455'00'E 14 56.75 N75'37'5°W L16 479.51 N1Q56'4 'E L28 34.25 N04.00'00'W L5 495.00 N89-54'4,9°W - ----(<r7 ^ &:0 „•...._ _....,: tT;2D703:1.; W L29 181.07 N8956'58"W L6 118.25 N682905W'Pd 11 hRL18 Ott Ut1i10;Qpt1i31I1 1y3. NI9'S6'43 E L30 1170.94 N4501'40"W N mcto (morrAn PREPARED BY: SCALE.' 1" = 500' LOT LINE ADJUSTMENT No. 07-473 IN, nvz„Q;: IRHSpa.", s IN THE CITY OF LA QUINTA, CALIFORNIA °v` E" ` "` ' `WK R""`" nF110 00 9)II 10) LA WlItItIE A. CA = LA auwrs a my nc (mal 771-6T7) rue (mo) 771-627E This must be in red to be a "CERTIFIED COPY" I hereby certify the foregoing instrument to which this stamp has been affixed consisting of . 9 pages to be a full, true and correct copy of the original on file and of record in my office. ` w Assessor - County Clerk - Recorder County of Riverside, State of Califomis AUG 13 2007 Certification rnufft be in red to a "CERTIFIED COPY" r RIVERSIDE COUNTY FIRE DEPARTMENT fir:cooperation iviih the C olrlbr•nicr'Deparffnielo of Foreslr.0 cnrcl Fir e Pr•2lec/iorr 2"10 West San Jicint9 Avenue . Perris;:Qal," ornia 92570•' (909) 940 6900 . Fax:(909).940 6910 October 11; 2006 John R. Hawkins Fire Chief La Quinta-Resort " 49499 Eisenhower Drive Proudly serving the La Quinta, CA 92253 Unincorporated Areas of Riverside Countyand the Re: Structural Building Plan Review Cities of: LAO -06 -BP -086 / La Quinta Resort— Citrus Club at 50503 Madarina, La Quinta Banning Bea4. umont Fire Department personnel have completed a review of the plans you submitted for the above referenced project. Please be advised the following conditions Calimesa or corrections must be completed and approved by the Riverside County Fire Department before a building per can be issued. Canyon Lake .•, Fire Department personnel have completed a.review of the plans you submitted for the above. referenced._project: Please be advised that your plans require the foll Coachella owing, corrections: Desert Hot Springs 1). The Fire Department is required to 80ta minimum fire flow for the:remodel. or Indian Wells construction of:all commercial buildings using the procedure. established in the 2001 CFC. A fire. now of 1500 gprn for a:2=hour duration at 20 psi residual • Indio operating p g pressure must be available before any combustible material is placed on the job. site. Lake Elsinore • 2) The required fire flow shall be *available from a Super hydrant(s) (6" x 4" x.21/2-1 x 2%"):located not less than 25''or more than 1.65 from, La Quinta any.portion of the building(s) as measured along approved vehicular travel ways. Moreno Valley • Palm Desert 3) Prior to the issuance of a building Hermit; applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department' Perris for review. Plans shall conform to the fire hydrant types, location and spacing, and the system shall meet the fire flow requirements. Plans ••• Rancho must. be. signed by a registered Civil :Engineer and%r the locatwater company_with the following certification::"I certify.that.thedcsign Mirage of the water system is in accordance with the requirements prescribed by'the Riverside County Fire Department% San Jacinto ,. remecula 41) Provide written certification from the appropriate water company -that hydrants will ,be installed and will produce the required fire flow. loard of Supervisors The following conditions must be met orior to occuDancv lob Buster, District I 5) Install a complete fire sprinkler system:gpr.NFPA 11 The post -indicator valve and fire; department connection shall. be located to the front An Tavaglione, District 2 within. 25' to 50' of a hydrant, and a.minimum of 25' from the building. System plans' must be submitted ;to the Fire. Department for review, along with a planrnspection fee. The . approved plans; with Fire: Department Job card must be at the job site. for all inspections: (Fire sprinkler riser location,should m Venabic, . District 3 be placed within the building in relation to the approved location of the FDC/PIV.) oy Wilson; 6) Whenever sprinkler overhead mains of 4" size orlarger are provided, the. Riverside County Fire District 4 Department requires. documentation from a structural engineer that the roof structural members arion Ashley, will be capable of supporting the weight of the water filled mains and attached lines: Provide. District s appropriate detailed documentation, with a wet stamp -and signature, by the project structural engineer. EMERGENCY SERVICES DIVISION. PLANNING SECTION . INDIO OFFICE 82,675 Highway 111, 21" FI., Indio, CA 92201 • (760) 863.8886 •'Fax (760) 863.7072 t • 7) Install a Manual and. Automatic. Fire Alarm per NFPA 72, which, mus.t include initiation by manual . Pull, any automatic ;device: and activation,,of &.6 sprinkler waterflow. System shall include occupant notificatlon.,byaudio/visual devices, and detecto. detectors in .all unattended spaces. Systern Plans must; be submitted to the Fire Department forreview; along with `a plan checnspeetiori fee: 8) Install Knox:ISey Lock box„.Model 3.200„rr ourited per. recommended standard.. i the Knox Company If. the building/facility`is protected with.:a:fire alarm system or burglar alarm system, the lock:boxes.will require "tamper'•' monitoring. Special forms are available -from this office for the ordering of the Key Switch. This form.must be,authorized and signed.byth'is office for.the correctly coded system to be purchased. 9) .Ihstall.portable fire extinguishers perTitle 19, .but not less than .2A1.OBC in rating. Contact a certified extinguisher company for properplacement and spacing of equipment 10) Submit to the Fire Department for.approval an.emergency-evacuation plan. The:plan:shall be conspicuously posted; and all.;employees shall be trained in such procedures. 1:1.) Approved building address shall be; placed;in such:a position 86-to:be plainly visible and legible from the street and rear access if: applicable: Building address numbers shali.be a minimum of 12” for buildings) up to 25' in,height, and:24° in height for building(s),exceeding 25' in height. In multi= . tenant:buildings,:businesses shat) postthe business.n.ame. and suite number on back doors as well aS the front.. Suite.numbers or letters; must be a minimum`.of 6°.in height: All addressing, mustbe legible and of a contrasting color with the background and adequately illumi the street at.nated.to beisitile from all hours: 12) Electrical room door. shall be posted TLECTRICAL.ROOM° on.; the IOutside. of door. 13} A durable sign stating "This door -to remain unlocked;during adjacent to business hours,, shall be placed on or the-frontexit doors. The sign shall be in, letters not less: than: one inch high on a contrasting background:. Please contact the Fire Department. Planning & Engineering staff for final inspection prior to occupancy. Requests for inspections. are. to be made at least (760) 863-8886. 72 hours in advance and may be arranged by calling All questions regarding the meaning. of these. conditions should be referred to..the Fire. Department Planning & Engineeringstaff at (760) 863=888.6., Since eiy, Tracy Hobday Chiet"Fire Repartment;Planner - o By 00Sonia Cooley Fire; Safety'Specialist i 7) Install a Manual and. Automatic. Fire Alarm per NFPA 72, which, mus.t include initiation by manual . Pull, any automatic ;device: and activation,,of &.6 sprinkler waterflow. System shall include occupant notificatlon.,byaudio/visual devices, and detecto. detectors in .all unattended spaces. Systern Plans must; be submitted to the Fire Department forreview; along with `a plan checnspeetiori fee: 8) Install Knox:ISey Lock box„.Model 3.200„rr ourited per. recommended standard.. i the Knox Company If. the building/facility`is protected with.:a:fire alarm system or burglar alarm system, the lock:boxes.will require "tamper'•' monitoring. Special forms are available -from this office for the ordering of the Key Switch. This form.must be,authorized and signed.byth'is office for.the correctly coded system to be purchased. 9) .Ihstall.portable fire extinguishers perTitle 19, .but not less than .2A1.OBC in rating. Contact a certified extinguisher company for properplacement and spacing of equipment 10) Submit to the Fire Department for.approval an.emergency-evacuation plan. The:plan:shall be conspicuously posted; and all.;employees shall be trained in such procedures. 1:1.) Approved building address shall be; placed;in such:a position 86-to:be plainly visible and legible from the street and rear access if: applicable: Building address numbers shali.be a minimum of 12” for buildings) up to 25' in,height, and:24° in height for building(s),exceeding 25' in height. In multi= . tenant:buildings,:businesses shat) postthe business.n.ame. and suite number on back doors as well aS the front.. Suite.numbers or letters; must be a minimum`.of 6°.in height: All addressing, mustbe legible and of a contrasting color with the background and adequately illumi the street at.nated.to beisitile from all hours: 12) Electrical room door. shall be posted TLECTRICAL.ROOM° on.; the IOutside. of door. 13} A durable sign stating "This door -to remain unlocked;during adjacent to business hours,, shall be placed on or the-frontexit doors. The sign shall be in, letters not less: than: one inch high on a contrasting background:. Please contact the Fire Department. Planning & Engineering staff for final inspection prior to occupancy. Requests for inspections. are. to be made at least (760) 863-8886. 72 hours in advance and may be arranged by calling All questions regarding the meaning. of these. conditions should be referred to..the Fire. Department Planning & Engineeringstaff at (760) 863=888.6., Since eiy, Tracy Hobday Chiet"Fire Repartment;Planner - o By 00Sonia Cooley Fire; Safety'Specialist SYSTEM AND 'MOQIFI`CATI.`ONs STEM AND MODIFICATIONS' - - rl . APPROVAL. COUNTY FIRE is L-CULATIONS,' TED & NON—ILLUMINATED BE SUBMITTED. AND APPROVED . D BY AMUNITY DEVELOPMENT PRIOR TO kLLATION REQUIRED FOR — • BLOCK WALLS ® FENCES FIRE. PIT SWIMMING POOL SPA SITE LIGHTING. ARH I TECTU R A GENERAL NC Tl..0 CO S-2 GENERAL N, S-3 STANDARDS COC ANALY C0. 3 n),A ADA STAND Fni ]NnATInKI. DEMOLITION Al 1 NEW SITE P A2.0 WORKAREA AND NEW F A2,14 WORKAREA AND NEW F A4,0- WORKAREA AND NEW R PLANS A4.1 WORKAREA AND NEW R 'PLAN A5.-0- WORKAREA AND NEW R A51 WORKAREA AND NEW R, A:6:.0 DEMOLITION. ELEVATI-ONS. A&l NEW EXTERII. .A71.0 BUILDING SE A7:1 BUILDING SE A8.0 INTERIOR EL A8.1 INTERIOR EL A9.0 OOR, WIND( DOOR, FINISH SCHE A9.1 MISCEL. DET INTERIORS ID -1 WORKAREA -A.ND NEW FL STRUCTURAL S—1 GENERAL NC S-1-1 GENERAL DE S-2 FOUNDATION S-3 FRAMING PLS S-4 BUILDING SE 5 Fni ]NnATInKI. 5/22/2007 08:27 7605647663 LOSSPREVENTION PAGE 02 W ..a •« .,,,,,......a,,.. »-_°1 WELL .51 T E 6762 POME'LO aq fu EXISTING r` ._✓ I A FIRE HYDRANT ' EXISTING r FIRE HYDRANT IZ'% 104 r 081' ol ,ice e..DAt ......... • oAP j ` * 1 " r, paw ExISnNG D74 FIRE .HYDRANT n TRACT f 24890-1 ' i EXISTING SUPER ---, EXISTING SUPER FIRE HYDRANT r.' FIRE HYDRANT y Q ' SITE ADDI TION ,; . 0.2 862 ' MARCH 31, 2008 m' f q7b Ci dG' ' p }'0 .A A ► i fogeC` 0' 50' 100' 200 300 APPROVED BY RIVERSIDE' COUNTY CITRINS' CLUBHOU;5E FIRE DEPARTMENT FIRE' HYDRANT DATE:.S LOCATION EXHIBIT REva SIM FILE N0.: 04" N*A Y A 9872.00 9872.00 0 SCALE: 1"-20' 6R*04 9Y1 D.R. S+EETSt 1 OF 1 . John R. Hawkins Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont 4. Calimesa Canyon Lake Coachella Desert Hot Springs Indian Wells 4. Indio 4. Lake Elsinore La Quinta Moreno Valley 41 - Palm Desert Perris Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (951) 940-6900 • Fax (951) 940-6910 Date ImW LA Q\AtJj Building Department RE C, us clubha se The Riverside County Fire 44epartment is granting the fire clearance for the following location_ S 0-5 4 j rddrl rw Please call if you should have questions. 760-863-8886 espectfully, Jaso Stubble Fire Systems Inspector . fid" nY: :'?^.. '::f, ;rl;$!• :W;- m.. ,.. • , 3...; 1.,' l: ... q.. .: ,-..., - COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY OEPPARTMNT OF ENVIRONMENTAL HEALTH ENVIRONMENTAL HEALTH. SEVCCES. SUPPLEMENTAL REPORT TO SAN. FORM # - DATE SUBJECT F 1: 1' ,(S C . 4i D PERMIT. NO. ADDRESS .d S:t'J 3 . ( Cl: VAC4. eL LL VIO )Lc Q t✓ : ' : REMARKS: l VILc_ INSPECTOR V OY IIVGY . pit -o S1 r D I VJ t0 k- Ll,t,i . o 6LA .e- s e -14L L -L4 i v v 1 5 (o ,C- d 1 . 7 U. 1 t. ! sIp ( v c Ci 2.S Oy w Q I : o f s h U I(. L4. f, f-,A ► q (oC - G k:e 'C -f< 7(L-1 istnbutiorr. WH1TE-0ff EANARYT-Owner RINK—Otfi COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY DEPARTMENT OF ENVIRONMENTAL HEALTH ENVIRONMENTAL HEALTH SERVICES SUPPLEMENiAC REPORT TO SCAN.: FORM # DATETp168 SUBJECT 1. ( Ih.S`" L ri< PERMIT NO. ADDRESS .0 s I)- 3 "' . INSPECTOR VWCY%I::, REMARKS: 4e r• 2' t- :- Q., C:'Lti.. ' ' ` l.G _-•1.1`'C. S t vi i, ....e C-i— ,r } L) a 1 ur<4L`Y YI.u... I•I,ks r , •i DEH -SAN -118 (Rev 8102) Distribution: WHITE—Office; CANARY—Owner; PINK—Office J • • , { ' ' f 9..>• e . f' ' • . + + _ . 1 ,sib . i J • Y i+ til, #` . .. .., ' +N v. Bin (,P C( /Of '.La Quints DEC 2'6'2007 = n iv Bwlding a Safety Division `. Permit # - - P:O Box 1504, 78-49.5 Calle Tampico., La Quetta; CA 9M - (760) 7' T-707-2 L e Building Permit Application and Tracking Sheet ` Project Address: So SO 3 okA,tl 414iNR 4p 3pze6-3 Owner's Name: t ,,&ESe;i mbei:. ' Address: ,jo 503 /kA /O/Nil Legal Description: City, ST-, 40 Qv/NT CR 9 ZZS3 y Contractor: Tjyt C Co,UPA Z74/c- Teiephone: 76 6-Z;ci _ Address:Z 3 3 S Z AG A t7 p . s7 ' .Project Description: Ci ST Zi dcpliill . aCAMA Telephone g5%9 G . 70 2p State Ltc. # : CityLic: #: Arch Engr., Designer,°<l G Address :. _ C.ST;;Zip ,`®t 7`, . , sN='i5, ; l,A•7 f: ,STinLC• r. Telephone: r7 - v Construction Typc y .yt[ `ccupancyt, / State Lic. #c : G.--/% 7B• - :: .. .' + " Profect,type(ciicl'eon0l. New • Alfer' Repair Demo. Name of Co_ritact Person ,• C®C s Sq Ft,: # Stories: #":Units: • Telephone#bfContactPersori`' ?/T7y:' - EstunafedValue.ofProj&t . /0 APPLICANT: 0 NOT, WRITE 6ELOW-THIS UNE. ' I Sfibmitw I Req'd, Recd - TRACMVG , PERMIT FEES. Pian Sets Plan Clteck submitted' Item' Amount Strnetural Cales; Reviewed, ready,for correct idiis PIan;Check Deposit' .Trues talcs: Called 'Contact :P,erson : Plan Check Bolutice Energy '.Colo. Plans picked up; Gonstrudion Floodplain plan Pians.rembaiitted' Mechanical Grading plan. 2°d Review, reutly for,correction sue Electrical' . Subcoutactor List tolled Contact.Persoa r Elumbing. Graat.Decd i Plans picked up' H.O.A. ApproxitlPlans resubmitted Grading el IN HOUSE:- 1rd Review, ready for correctio-Wigsue Developer.Impact Fee Planning Approval Called Contact Person O' Pub: Wks. Appr Date orpermit`issue , School Fecs jf Total Permit Fees i DEC 2 0 2007 Rv NO. C-11782 j. REN. 12.31.07 Q OF CAL VALID ONLY IF SIGNED IN RED DINING ROOM NEJM STUD WALL ITM SYP. 50A RD 5OT4 SIDES— 7 ------------TEXTUREro TO tw GH I EXISTINS, TYPIC, I ------ / I - - - / i q ❑ ------ I------------" W------------------ ------------------ / I 42"LCD TV I W/ AVJZTABLE i 135 A WALL BRACKET BASE CABINET (N.I.C) ; # LOUNGE ' CITY OF LA QUINTT 13G BUILDING & SAFETY DEPT. ❑ I ❑ APPROVED I FOR CONSTRUCTION \ I X ; DATE I ZDo Y ❑v , FLOOR PLAN SCALE: 3H6• 1'-0' 9DERAfflom ARCHRECfS WC INSTRUCTION BULLETIN WALL IN -FILL @ ARCH OPENING _ CITRUS CLUB IMLANNM_ COMUTING 50-503 MANDARWA IY•V R ... w 0--% a ®. m wun►so LA QUWTA, CA. 92253 m wnm I.B. NO., 1WN BY: GL 13A, rE g. NEW 5TUD WALL WITH g/8" GYP. BOARD BOTH 51DE5- TEXTURED TO MATCH EXISTING, TYPICAL. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPR( EL FOR CONSTRUCTION . EXISTING WALL TO REMAIN LATE_ 5A5E CABINET 1 (N.I.Cd 42" LCD TV + W/ ADJUSTABLE WALL BRACKET C ARC' 'i PES A , AL NO. C-11782 REN. 12.31.07 Q OF CA0 ENLARGED FLOOR PLAN VALID ONLY IF SIGNED IN RED 1' SCALE: 1/2' = 1•-V g c ; i E b A(t(]-mcr$ Qom, INSTRUCTION BULLETIN scAu' As Nom I.B. NO'. MAL WALL IN-FILL @ ARCH OPENING DRAWN BY' cA. Ca av ,G CITRUS CLUB 0` c 13B . 50-503 MANDAttWA DATE y , LA QUINTA, CA. 92253 VALID ONLY IF SIGNED IN RED 1 NEW STUD WALL WITH %11 GYP. BOARD BOTH 51DE5- G 42" LCD TV TEXTURED TO MATCH 15D 10V ADJUSTABLE EXISTING, TYPICAL. ' WALL 5RACKET n_ J I r/OP:ENTO I OPEN TO DINING ROOM _ DINING ROOM I __ _ I I __I! 5A5E GAB (N. 1.0) K 7 I :1 20V-15 AMP DUPLEX OUTLET OAXIAL J -BOX 1 LOUNGE ELEVATION ` SCALE: 3/16' = 1W , ` ` s " e Mama QVC. INSTRUCTION BULLETIN SCAM As Nom I.B. NO. MAW WALL IN -FILL @ ARCH OPENING DRAM" BY: mm cx CITRUS CLUB a -m .14 Y ARQi1LCnm w RAPNdG CONSLILTNG 50-503 MANDARINA DATE OtP 14,00MO-ft M .., ". °'- % °".m. "". MW LA QUIN TA, CA. 92253 z-zrm r OAXIAL J -BOX 1 LOUNGE ELEVATION ` SCALE: 3/16' = 1W , ` ` s " e Mama QVC. INSTRUCTION BULLETIN SCAM As Nom I.B. NO. MAW WALL IN -FILL @ ARCH OPENING DRAM" BY: mm cx CITRUS CLUB a -m .14 Y ARQi1LCnm w RAPNdG CONSLILTNG 50-503 MANDARINA DATE OtP 14,00MO-ft M .., ". °'- % °".m. "". MW LA QUIN TA, CA. 92253 z-zrm VALID ONLY IF SIGNED IN RED EXISTING PLYWOOD t GYP. BOARD ARCH TOP OF ARCH 2 LAYERS OF % PLYWOOD BEND TO ARCH AND NAIL SECURELY F ` 3e' GYP. BOARD FINISH -TO MATCH EXISTING, TYP. i 2xb STUD'' o Ib' O.G. ,I I O HEAD o ARCH .4 EXISTING PIERS EA- SIDE OF OPM i V 6YP.BOARD FIN15H TO MATCH EXISTING, TYP.--s .I 2 ob 5=5 7 2x6 STUD— UP — . TO SPRING POINT - 2 LR AYEOF 9a' PLYWOOD • ARCH NAIL VV -' Ibd b' O.G. OTYF I CAL JAMB 9b' GYP. BOARD FINI5H TO MATCH I EXISTING, TYP. n 2xb STUD'' :.ITI*40 Ib' O.C. SHOT PINS • 52' O.G. J WOOD BASE TO E MATCH EXISTING, TYP. f • 4i ` SILL DSCALE: 1' = 1'-0'ETAILS ! SCAM rMRARBOW ARO -MUS INSTRUCTION BULLETIN A]CRUP I.B. ' NO. MAM _ WALL IN—FILL @ ARCH OPENING °"""'" K _ T>nIG CITRUS CLUB a 50-503 MANDARINA 13D '•N° "`"" ••• "• °'•• °" •"° „""•"LA QUINTA, CA. 92253 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY RIVERSIDE COUNTY COMMUNITY HEALTH A C1 0 &%I DEPARTMENT ;OF ENVIRONMENTAL' HEALTH FOOD ESTABLISHMENT, PLAN APPROVAL NOTICE #:r Plan Check # .: Date 3/9/07 Project Name Citrus Clubhouse '& Address 50-503 Mandarins Fitness Center Bar La Quinta, CA Plans Submitted by Iry Lipschutz ' Phone 485-9412 Owner Hilton Hotel Corp. Address 49-499 Eisenhower Dr. La Quinta Phone 485-9412 The plans are now approved subject to the conditions listed below and the attached compliance sheet. This plan approval is for the new.Fitness center Bar only. No other approvals are given or implied. 1. Provide a grease interceptor sizing or,maiver letter froin the appropriate agency prior to the final approval. 2. As per Pearson Architects, Inc. the existing Kitchen/Bar dry storage has 53 lineal feet of storage. Provide a total of 64 linear feet of approved backup dry' storage in an approved area. 16 linear feet of this storage must be designated for the new bar. All storage shelving must be a minimum of 3 tiers high, 18" wide. Storage shelving will be verified atfield inspections. 3. All floor sinks must be at least half exposed -and have approved 3/8" radius cove base around the backside. CONSTRUCTION INSPECTIONS: Contact the Pian Checker for a Preliminary inspection when construction is approximately 80%complete, with.plumbing; rough ventilation, and rough equipment installed. Request for inspection should be made at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to operate shall not be granted, or remodeled areas •approved to operate, until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been* completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working•days in advance. PLANS CHECKED BY Kelly Amon. R.E.H..S. I.I.I. Phone (760). 320-1.0.48 I acknowledge the corrections n er ' as indicate on he plans and, agree, to incorporate them- during construction: Signature Date Company Name DEH -SAN -1.78 (Rev 2/06).. Corona Hemet Indio Murrieta Palm Springs _ ` Riverside 2275 S. Main St Suite 204 800 S. Sanderson 4.7-950 Arabia St "A"; - 38.740 Sky Canyon Dr,' 2500 N. Palm Canyon Dr 4065 County Cir . (951).273-91.40 (9.51).766-2824 , . (760).863-8287 (951),,461.-0284 (76().320-1048 (951)3.58.-.51.72 Fax (951) 520-8319 Fax (951) 766-7874 Fax (760) 863-8303 Fax (951) 461-0245. Fax (760) 320.1470 Fax (951) 358-5017 Bin # G City of La Quinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 3 7"f Project Address:' j 70 J r, `(o` Owner's Name: G L /.4 F . A. A. P. Number: T7 Z Address: Legal Description: Contractor: City, ST, Zip: Telephone: Address: Project Description: City, ST, Zip: S4 - -Telephone: Telephone: State Lic. # : City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: 0 , Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted GD Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- d"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue `f : ? i 's • i School Fees Total Permit Fees Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 ..Building Permit Application and Tracking Sheet Permit #' f ' $^ p(Q - 3` Project Address: %50 605 A0441.0AIN,Q Owner's Name: AICK %y1j0,0 FrQA1 A. P. Number: QA/ `Ize Address: 501,5Q3 MW144Kt/AP-A Legal Description: Contractor: 771/ C v01A/1V,4lA/y 1/VC. City, ST, Zip: QaIAM41 44 ,.A.0 Telephone: Address: ON f%Il4e Project Description: City, ST, zip: n • J A,, R' WG % tIA40, A z11.ofe.*vT Telephone:Ift"" ,J -- t!. CA-A/MAIC State Lic. # : City Lic. #: d Arch., Engr., Designer: A -0-A MON A ..4&1, INC• , Address:74•: H"111,*tWITe City, ST, Zip: P .r'% APC— rrti/ lro. Telephone:_ 9• ia 9 7 . `,, - •' ^ Construction Type: %),Ph r V-NOccu ane P Y: 18 Project type (circle one): Newdd' Alter Repair Demo State Lic. #: 7$2 Name of Contact Person: 14010AI jt0/L4i9M%%-1 - Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: iX "!• Estimated Value of Project: O` APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction . Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for correctionissue f t Electrical Subcontactor List Called Contact Person LY' Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue. F School Fees Total Permit Fees D . ' VALID ONLY IF SIGNED IN RED CD DINING ROOM LRa FLOOR PLAN 2 ELEVATION MDMIAMOSO ARS SCHEMATIC DESIGN SCHEMAs Nom SHT NO. NEW ARCH OPENINGS AT BAR mAvm GR CITRUS CLUB FITNESS CENTER a ARotiir>:cnM w aANNNG v,oor stxTnG 50-503 MANDARINA ,«= mom ... ftft a.e.. ,.> ►+ LA QUWA, CA. 92253. DATE II I i I I I I I IL7 --------- -------- -------- : ------- NINCG ROOM I 114 I / BAR - - - - - - - - -- I• I cy I 1 n I 11X3 12 Q C7 FLOOR PLAN VALID ONLY IF SIGNED IN RED 1 SCALE:1/3"=1'-0" FRA! M DQ377N6 AP" PM ft54M *= AMC* VIHD'NON hL. q F -7F I IIG I I -JL- -1L 2 ELEVATION SCALE: 1/3" a 1•-0" ARCiTEC AM i i SCHEMATIC DESIGN sc uE As Nom SHT NO. NEW. ARCH OPENINGS AT BAR mAvm B - - , _ PL4144,c _ copm7m CITRUS CLUB FITNESS CENTER 0M 50-503 MAWAMA °" 2 « 1........ . o..ti a .. r+wa,l►w LA QUWA, CA- 92253 DATE >aro+/w PHD5 L o ~Ll 4'1' .n ' I a 5 ou w %10 4' 0 -2° S-5 1 O m O C ( W III 15 C S ❑M HT E 6 3'-0' 4x6 1 i—On e D O 4' REI ORCED CONC. SLAB (2,500 SI MIN.) W/ #4 @ 24' O.C. @ D -HEIGHT OF SLAB - OVE2' CLEAN SAND OVER 10 MIL ISQUEEN. F ROW E CONTROL JOINTS 12' ' O.C. EACH WAY ❑_! IMO Ll F❑UNDATIDN PLAN SCALES 1/8'=1'-0' e F0UNDATIDN N U T E S 1. SEE SHEET S-1 AND S-1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. ' DIMENSIONS ARE TO CENTER LINE OR FACE OF FOOTINGS, SEE OTHER PLANS FOR LOCATIONS OF POSTS, WALLS AND ETC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE OWNER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 3. DIMENSIONS ARE NOT FURNISHED TO SIMPSON 'HDA' OR 'PA' TYPE HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTORS 'SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. 4. ALL CONTINUOUS FOOTINGS SHALL EXTEND A DISTANCE EQUAL TO THE FOOTING DEPTH BEYOND THE END OF THE STUD WALL, UNLESS NOTED OTHERWISE. NO EXTENSION IS REQUIRED WHERE CONTINUOUS FOOTINGS CHANGE DIRECTION, UNLESS NOTED OTHERWISE. 5. CONCRETE SLAB CONTROL JOINTS PER DETAIL ON S-1.1. 6. VERIFY LOCATIONS OF ALL UNDERGROUND CONDUITS WITH THE ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS, 7. WRITTEN VERIFICATION FROM SOILS ENGINEER THAT HE HAS REVIEWED FOUNDATION PLANS AND DETAILS FOR CONFORMANCE WITH SOILS REPORT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. S. SOILS ENGINEER SHALL BE RETAINED TO OBSERVE ALL GRADING, EXCAVATION, COMPACTION AND FOUNDATION CONSTRUCTION PROCEDURES. 9. _ PAD PREPARATION AND SOIL COMPACTION IF ANY REQUIRED SHALL BE DONE PER THE SOILS REPORT RECOMMENDATIONS, 10.- ALL HOLDOWNS TO BE TIED IN PLACE AND TO BE INSPECTED AND APPROVED BY BUILDING DEPARTMENT OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. 11. ALL WELDING TO BE DONE IN A BUILDING DEPARTMENT APPROVED SHOP. IF FIELD WELDING IS REQUIRED, APPROVAL TO BE BY ARCHITECT OR STRUCTURAL ENGINEER - SPECIAL INSPECTION PROVIDED BY OWNER IS REQUIRED FOR ALL FIELD WELDING. 12. 3VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO COMMENCEMENT OF VOW 13. SOILS ENGINEER TO REVIEW AND APPROVE ALL FOUNDATIONS AND FOUNDATOIN DETAILS PER FINAL SOILS REPORT PRIOR TO ISSUANCE OF PERMIT. 14..'DRYPACK SHALL BE IN PLACE 6 SUBJECT TO INSPECTION PRIOR TO POURING THE GRADE BEAM / SLAB. 15. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT . F FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL, IN WRITING, THAT, . N THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT B, THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND G THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT r VALID ONLY IF SIGNED IN RED SHEAR WALL SCHEDULE CJS Per 1997 U.B.C. & 2001 C.B.C. USE 4X STUDS AT HOLDOVN AND KETAL STRAP LOCATION. (UO.N.) z a0 v w/ 1.46 PER SO. YARD 17 GA. GALV. VIRE LATH 4 16 GA. STAPLES (r/ 7/8' LEGS) E 6- QC. E.N. i C AT HOLDOWN STUD INSTALL EDGE NAILING ON THE PLYWOOD FULL HEIGHT Q N OF WALL. VALID ONLY IF SIGNED IN RED SHEAR WALL SCHEDULE CJS Per 1997 U.B.C. & 2001 C.B.C. USE 4X STUDS AT HOLDOVN AND KETAL STRAP LOCATION. (UO.N.) a0 v w/ 1.46 PER SO. YARD 17 GA. GALV. VIRE LATH 4 16 GA. STAPLES (r/ 7/8' LEGS) E 6- QC. E.N. i C AT HOLDOWN STUD INSTALL EDGE NAILING ON THE PLYWOOD FULL HEIGHT Q N OF WALL. Z (7 WHEN NO HDLDOVN IS INDICATED ON THE PLANS, CORNER STUDS SHALL BE --- C NAILED TO EACH OTHER WITH 16d AT 8' O.C. FULL HEIGHT OF WALL, SHEAR SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. OD T I`fl`JI 2 TYPICAL PLYWOOD NAILING NOT CALLED SHEAR WALL TYPE SHALL BE WITH 8d C AT 6' O.C. EDGES AND 12' O.C. FIELD. r N NO UNBLOCKED PANELS LESS THAN 12' WIDE SHALL BE USED ON SHEAR WALLS. SO. YD., 17GA. GALV. VIRE LATH AND 16 GA STAPLES (W/ W LEGS) AT 6' O.C. E.N.B m I SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. 12' O.C. F.N. SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. z V / HOLDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16' (INSPECTION REQUIRED) HOLDOWNS TO BE !f' THICK WALL SHEATHING, EXP, I W/ 8d NAILS L 6. O.C. EDGES 4 12' QC. TIGHTENED JUST PRIOR TO COVERING THE SHEAR WALL. ALL POSTS WITH HOLDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. z FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 -INCH NOMINAL OR WIDER AND SHEAR TRANSFERS SOLID BLOCKING --SIMPSIIW A35 AT 24. O.C. EACH BLOCK r-rI NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. TJI BLOCK - 6-16d EACH BLOCK WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL 1¢' THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS 8 4' O.C. EDGES & 12' O.C. 2 Z BE 3 -INCH NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. SILL FIELD W DIA. A.B. 2 24. O.C, V/ 2'X2-XW,' WASHERS. PLATES SHALL BE 3 -INCH NOMINAL AND NAILS SHALL BE STAGGERER ALL WOOD STRUCTURAL PANEL SHEATHING SHALL BE C -D, C -C AND OTHER TJI BLOCK - 8-16d EACH BLOCK GRADES COVERED IN U.B.C. STANDARDS 23-2 OR 23-3. SHEAR WALLS TO COMPLY WITH THE TABLE 23 -I1 -H OF THE C.B.C. CJS EXTERIOR WALLS TO BE- 7/8' THK. STUCCO •/ PORTLAND CEMENT PLASTER w/ 1.46 PER SO. YARD 17 GA. GALV. VIRE LATH 4 16 GA. STAPLES (r/ 7/8' LEGS) E 6- QC. E.N. C &12'Fx ANCHOR BOLTS TO HAVE 7' MIN. EMBEDMENT INTO FIRST POUR. --- SHEAR SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. C T I`fl`JI SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. EXTERIOR WALL TO BE, 1%' THK. STUCCO V/ PORTLAND CEMENT PLASTER V/ 1.46 PER r SO. YD., 17GA. GALV. VIRE LATH AND 16 GA STAPLES (W/ W LEGS) AT 6' O.C. E.N.B 12' O.C. F.N. rT-' ■ PLYVOOD AS FURRING • z V / !f' THICK WALL SHEATHING, EXP, I W/ 8d NAILS L 6. O.C. EDGES 4 12' QC. 1 FIELD 91' DIA. A.B. L 32. O.C. V/ 2'X2'XI' WASHERS. z SHEAR TRANSFERS SOLID BLOCKING --SIMPSIIW A35 AT 24. O.C. EACH BLOCK r-rI TJI BLOCK - 6-16d EACH BLOCK _ 1¢' THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS 8 4' O.C. EDGES & 12' O.C. 2 Z FIELD W DIA. A.B. 2 24. O.C, V/ 2'X2-XW,' WASHERS. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 24. O.C. EACH BLOCK TJI BLOCK - 8-16d EACH BLOCK Y2' THICK 4 > A m = WALL SHEATHING, EXP. I W/ 8d NAILS R 3- D.C. EDGES R 12' O.C. 3 A z FIELD W DIA. A.B. Q 12' O.C. V/ 2'X2'X?6' WASHERS. u 3x STUDS 4 BLOCKING AT ALL ADJOINING PANEL EDGES. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 12' O.C. EACH BLOCK TJI BLOCK - 12-16d EACH BLOCK OD i. V 7¢' THICK WALL SHEATHING, EXP. I W/ IOd NAILS 8 2' O.C. EDGES 6 12' O.C. 4 FIELD %' DIA. A.B. E 16' O.C. W/ 21X21XW6' WASHERS. Z N 3x SILL PLATE 6 TOP PLATE 3x STUDS 4 BLOCKING AT ALL PANEL EDGES 0 SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 8' O.C. EACH BLOCK TJI BLOCK - 18-16d EACH BLOCK r- I¢' THICK WALL SHEATHING, EXP. I EACH SIDE V/ 10d NAILS B 2' O.C. EDGES 6 5 12' O.C. FIELD %' DIA. A.B. E 12' O.C. W/ 2% X2%'X9' WASHERS. 3x SILL PLATE 6 TOP PLATE 3x STUDS 4 BLOCKING AT ALL PANEL EDGES + SHEAR TRANSFER, SOLID BLOCKING - 'SIMPSON' A35 AT 6' O.C. EACH BLOCK TJI BLOCK - 30-16d EACH BLOCK FRAMING NOTES 1, SEE SHEET S-1 AND S-1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. PROVIDE STRIPPING WHERE REQUIRED TO PROVIDE A UNIFORM SURFACE WHERE FLUSH JOIST AND BEAMS ARE DIFFERENT DEPTH, 3. PROVIDE MULTIPLE STUDS AT ALL BEAMS FOR FULL BEARING UNLESS NOTED OTHERWISE ON PLANS. 4. USE SIMPSON 'LU', 'LUS' OR 'HU' HANGERS AT FLUSH JOISTS AND BEAMS UNLESS NOTED OTHERWISE. MANUFACTURER TO DESIGN HANGERS FOR ROOF AND FLOOR TRUSSES AS OCCUR. 5. MEMBERS MARKED AS 'DRAG' OR 'SHEAR' TO HAVE CONTINUOUS BOUNDARY NAILING. 6. TRUSSES TO BE DESIGNED BY TRUSS COMPANY. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS TO ARCHITECT'S OFFICE AND STRUCTURAL ENGINEER'S OFFICE PRIOR TO TRUSS FABRICATION. TRUSSES TO BE ENGINEERED BY TRUSS MANUFACTURER. 7. ALL NAILING SHALL BE IN FULL COMPLIANCE WITH UBC TABLE 23-11-B-1. 8. PROVIDE A A.I.T.C. CERTIFICATE OF COMPLIANCE FOR GLUED LAMINATED WOOD MEMBERS TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 9. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL STEEL AND GLU-LAM BEAMS FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. 10. ALL FIELD WELDING SHALL BE DOME BY CERTIFIED WELDERS UNDER THE OBSERVATION OF AN APPROVED SPECIAL INSPECTOR. SUCH INSPECTOR SHALL SUBMIT HIS/HER CREDENTIALS FOR REVIEW OF APPROVAL BY THE LOCAL CITY DEPARTMENT OF BUILDING & SAFETY PRIOR TO REPORTING TO THE JOBSITE. 11. ALL PLYWOOD SHEETING TO BE APPLIED LONG DIMENSION PERPENDICULAR TO JOISTS. PLYWOOD SHEETING TO BE 2'-0' MINIMUM, 12. ALL HANGERS, POST CAPS, POST BASES, HOLDOWNS, ETC. TO BE 'SIMP.SON' CONNECTORS OR APPROVED EQUAL. 13. CANTILEVERED GLU-LAM BEAMS TO BE COMBINATION 24E -V8 14. ALL SHOP WELDING SHALL BE DONE BY A FABRICATOR APPROVED BY THE LOCAL CITY DEPARTMENT OF BUILDING & SAFETY PER CBC SECTION 1701.7 (f). IN LIEU OF FABRICATOR APPROVAL, THE OWNER MAY EMPLOY A SPECIAL INSPECTOR, WHICH IS TO BE APPROVED BY THE LOCAL CITY DEPARTMENT OF BUILDING & SAFETY, WHO VILL INSPECT ALL PHASES OF -SHOP WELDING DURING SUCH TIMES THE WELDING IS TAKING PLACE. THE FABRICATOR OR SPECIAL INSPECTOR SHALL SUBMIT THEIR CREDENTIALS FOR REVIEW AND APPROVAL BY THE DEPARTMENT OF BUILDING & SAFETY PRIOR TO THE START OF FABRICATION OR INSPECTION. 15. EACH TRUSS SHALL BE_LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD A) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS B) THE DESIGN LOAD C) THE SPACING OF THE TRUSSES - w pj FRAMING PLAN SCALES 1/8' SHEAR WALL SCHEDULE Per 1997 U.B.C. & 2001 C.B.C. USE 4X STUDS AT HOLDOWN AND METAL STRAP LOCATION, (U.O.N.) AT HOLDOWN STUD INSTALL EDGE NAILING ON THE PLYWOOD FULL HEIGHT OF WALL. WHEN NO HOLDOWN IS INDICATED ON THE PLANS, CORNER STUDS SHALL BE NAILED TO EACH OTHER WITH 16d AT 8' O.C. FULL HEIGHT OF WALL. TYPICALPLYWOOD NAILING NOT CALLED SHEAR WALL TYPE SHALL BE. WITH 8d AT 6' 0.C. EDGES AND 12' O.C. FIELD. NO UNBLOCKED PANELS LESS THAN 12' WIDE SHALL BE USED ON SHEAR WALLS, SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. HOLDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16' (INSPECTION REQUIRED) HOLDOWNS TO BE TIGHTENED JUST PRIOR TO COVERING THE SHEAR WALL, ALL POSTS WITH HOLDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 -INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER, WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. SILL PLATES SHALL BE 3 -INCH NOMINAL AND NAILS SHALL BE STAGGERED. ALL WORD STRUCTURAL PANEL SHEATHING SHALL BE C -D, C -C AND OTHER GRADES COVERED IN U.B.C. STANDARDS 23-2 OR 23-3. SHEAR WALLS TO COMPLY WITH THE TABLE 23-11-H OF THE C.B.C. EXTERIOR WALLS TO BE- 7/8' THK, STUCCO w/ PORTLAND CEMENT PLASTER w/ 1.4# PER S0, YARD 17 GA. GALV. WIRE LATH & 16 GA, STAPLES (w/ 7/8' LEGS) @ 6' D.C. E.N. & 12' F.N. ANCHOR BOLTS TO HAVE 7' MIN. EMBEDMENT INTO FIRST POUR, SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE, SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. EXTERIOR WALL TO BES W THK, STUCCO W/ PORTLAND CEMENT PLASTER W/ 1.4N PER SQ, YD., 17GA. GALV. WIRE LATH AND 16 GA. STAPLES (W/ W LEGS) AT 6' D.C. E.N. & 12' O.C. F.N. r PLYWOOD AS FURRING Ya' THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS @ 6' O.C, EDGES & 12' O.C. 1 FIELD %' DIA, A.B. @ 32' O.C. V/ 2'X2'X3(6' WASHERS. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 24' O.C. EACH BLOCK TJI BLOCK - 6-16d EACH BLOCK A T , A VALID ONLY IF I SIGNED IN RED I¢' THICK WALL SHEATHING, EXP. I W/ 8d NAILS @ 4. O.C. EDGES & 12' D.C. FIELD W DIA. A.B. @ 24' O.C. W/ 2'X2'XW6' WASHERS, SHEAR TRANSFER. SOLID BLOCKING - 'SIMPSON' A35 AT 24' D.C. EACH BLOCK TJI BLOCK - 8-16d EACH BLOCK Yz' THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS @ 3' O.C, EDGES & 12' O.C. FIELD V DIA. A.H. @ 12' O.C. W/ 2'X2'XW6' WASHERS. 3x STUDS & BLOCKING AT ALL ADJOINING PANEL EDGES. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 12• D.C. EACH BLOCK TJI BLOCK - 12-16d EACH BLOCK 16' THICK WALL SHEATHING, EXP. I W/ 10d NAILS @ 2' O.C, EDGES & 12' O.C. FIELD W DIA. A.B. @ 16' O.C. V/ 2'X2'X9(,' WASHERS, 3xSILL PLATE & TOP PLATE 3x STUDS & BLOCKING AT ALL PANEL EDGES SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 8. D.C. EACH BLOCK TJI BLOCK - 18-16d EACH BLOCK )6' THICK WALL SHEATHING, EXP. 1 EACH SIDE W/ 10d NAILS @ 2' D.C. EDGES & 5 12. D.C. FIELD 314' DIA, A.B. @ 12' O.C. W/ 2%'X244'X4(s WASHERS. 3x SILL PLATE & TOP PLATE 3x STUDS & BLOCKING AT ALL PANEL EDGES SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 6' O.C. EACH BLOCK TJI BLOCK - 30-16d EACH BLOCK PHD5 a O Itcnu H S_5 M O U WuLJ Ln . Q I CO ♦. o I 10 ' S-5 O 15 S cu 6 ❑M HT EC! 8 of o 4' REI ORCED CONC. SLAB (2,500 SI MIN.) W/ #4 @ 24' O.C. @ D -HEIGHT OF SLAB - OVE2' CLEAN SAND OVER 10 MIL ISQUEEN. @R0COTROL 2 0E 0 CN EACH WAYT11 S mwM 'telER OFOUNDATION PLAN SCALES 1/8'=1'-0' F0UNDATI0N NOTES 1. SEE SHEET S-1 AND S -Id FOR GENERAL NOTES AND TYPICAL DETAILS. 2. DIMENSIONS ARE TO CENTER LINE OR FACE OF FOOTINGS, SEE OTHER PLANS FOR LOCATIONS OF POSTS, WALLS AND ETC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE OWNER AND ARCHITECT PRIOR TO ,COMMENCEMENT OF VORK. 3. DIMENSIONS ARE NOT FURNISHED TO SIMPSON 'HDA' DR 'PA' TYPE HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTORS SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. 4. ALL CONTINUOUS FOOTINGS SHALL EXTEND A DISTANCE EQUAL TO THE FOOTING DEPTH BEYOND THE END OF THE STUD WALL, UNLESS NOTED OTHERWISE. NO EXTENSION IS REQUIRED WHERE CONTINUOUS FOOTINGS CHANCE DIRECTION, UNLESS NOTED OTHERWISE. r 5. CONCRETE SLAB CONTROL JOINTS PER DETAIL ON S-1.1. L 6. VERIFY LOCATIONS OF ALL UNDERGROUND CONDUITS WITH THE ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS. 7. WRITTEN VERIFICATION FROM SOILS ENGINEER THAT HE HAS REVIEWED .FOUNDATION PLANS AND DETAILS FOR CONFORMANCE WITH SOILS REPORT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. B. - SOILS ENGINEER SHALL BE RETAINED TO OBSERVE ALL GRADING, EXCAVATION, COMPACTION AND FOUNDATIDN CONSTRUCTION PROCEDURES. 9. PAD PREPARATION AND SOIL COMPACTION IF ANY REQUIRED SHALL BE DONE PER THE SOILS REPORT RECOMMENDATIONS. 10. ALL HOLDOWNS TO BE TIED IN PLACE AND TO BE INSPECTED AND APPROVED BY BUILDING DEPARTMENT OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. ll: ALL WELDING TO BE DOW IN A BUILDING DEPARTMENT APPROVED SHOP. IF FIELD WELDING IS REQUIRED, APPROVAL TO BE BY ARCHITECT OR STRUCTURAL ENGINEER - SPECIAL INSPECTION PROVIDED BY OWNER IS REQUIRED FOR ALL FIELD WELDING 12. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO COMMENCEMENT OF WORK. 13.'• SODS ENGINEER TO REVIEW AND APPROVE ALL FOUNDATIONS AND FOUNDATION DETAILS PER FINAL SOILS REPORT PRIOR TO ISSUANCE OF PERMIT. 14. +DRYPACK SHALL BE IN PLACE 6 SUBJECT TO INSPECTION PRIOR TO POURING THE GRADE BEAM / SLAB. - 15.' PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT •FOUNDATION INSPECTION, THE SOILS ENGINEER SMALL ADVISE THE BUILDING OFFICIAL, IN WRITING, THAT- ` ' A, THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH 'THE SOILS REPORT & THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED. AND COMPACTED, AND ('G THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT C CITY OF LA QUINTA BUILDING & SAFETY DEPT. .APPROVE® FOR CONSTRUCTI N pq « 07 BY VALID ONLY IF SIGNED IN RED SHEAR WALL SCHEDULE Per 1997 U.B.C. & 2001 C.B.C. USE 4X STUDS AT HOLDOWN AND METAL STRAP LOCATION. (UA.N.) C AT HDLDOWN STUD INSTALL EDGE NAILING ON THE PLYWOOD FULL HEIGHT p N .` OF WALL. Z fi r WHEN NO HOLDOWN IS INDICATED ON THE PLANS, CORNER STUDS SHALL BE C NAILED TO EACH OTHER WITH 16d AT 8' O.C. FULL HEIGHT OF WALL. CD S TYPICAL PLYWOOD NAILING NOT CALLED SHEAR WALL TYPE SHALL BE WITH 8d AT 6' D.C. EDGES AND 12' O.C. FIELD. C (n NO UNBLOCKED PANELS LESS THAN 12' WIDE SHALL BE USED ON SHEAR WALLS, m I SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. HOLDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16' (INSPECTION REQUIRED) HOLDOWNS TO BE ' TIGHTENED JUST PRIOR TO COVERING THE SHEAR WALL. ALL POSTS WITH HOLDDVNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 -INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS SHALL BE STAGGERER SILL PLATES SHALL BE 3 -INCH NOMINAL AND NAILS SHALL BE STAGGERED. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL BE C -D, C -C AND OTHER GRADES COVERED IN U.B.C. STANDARDS 23-2 OR 23-3. SHEAR WALLS TO COMPLY WITH THE TABLE 23-11-H OF THE C.H.C. EXTERIOR WALLS. TO BE- 7/8' THK. STUCCO •/ PORTLAND CEMENT PLASTER 70 w/ 1.4s PER SO. YARD 17 GA. GALV. WIRE LATH & 16 GA. STAPLES (r/ 7/8' LEGS) E 6' O.C. E.N. C & 12' F.N. ANCHOR BOLTS TO HAVE 7' MIN. EMBEDMENT INTO FIRST POUR. — SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. C T SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. EXTERIOR WALL TO X- W THK. STUCCO V/ PORTLAND CEMENT PLASTER V/ 1.4i PER r SQ. YD., 17GA, GALV. WIRE LATH' AND 16 GA. STAPLES (W/ W LEGS) AT 6' O.C. E.N. & 12' D.C. F.N. ^ ■ PLYWOOD AS FURRING Z n ' J9 THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS B 6' D.C. EDGES & 12' D.C. I FIELD W DIA. A.B. 8 32' D.C. V/ 2'X2'Xi(6' WASHERS. z SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 24' D.C. EACH BLOCK TJI BLOCK - 6-16d EACH BLOCK _70 S FIELDTHICK 2SHEA4'R AILS OC. EDGES & 12'- D.C. ZZn2 O W D ALAM. E O.C. V/12 X2'XW6'J WASHERS. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 24' D.C. EACH BLOCK TJI BLOCK - 8-16d EACH BLOCK L (¢' THICK WALL SHEATHING, EXP. 1 V/ 6d NAILS E 3' O.C. EDGES & 12' D.C. 3 FIELD W DIA. A.B. B 12' D.C. W/ 2'X2'X;(6' WASHERS. „ u 3x STUDS & BLOCKING AT ALL ADJOINING PANEL EDGES. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 12' O.C. EACH BLOCK Q, TJI BLOCK - 12-16d EACH BLOCK a ^ V I )¢' THICK WALL SHEATHING, EXP. 1 W/ 10d NAILS E 2' D.C. EDGES 6 12' D.C. 4 Z FIELD %' DIA. A.B. 8 16' O.C. W/ 2'X2'XW6' WASHERS. N 3x SILL PLATE & TOP PLATE G) a 3x STUDS & BLOCKING AT ALL PANEL EDGES ' p SHEAR TRANSFER, SOLID BLOCKING - 'SIMPSON' A35 AT 8' D.C. EACH BLOCK C TJI --I , -4D k- . BLOCK - 18-16d EACH BLOCK r co W THICK WALL SHEATHING, EXP. 1 EACH SIDE W/ IOd NAILS 8 2' O.C. EDGES & A 12, O.C. FIELD W DIA A.B. E 12' O.C. W/ 2% X24'XW6' WASHERS. 3x SILL PLATE & TOP PLATE 3x STUDS & BLOCKING AT ALL PANEL EDGES Nt, SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 6' D.C. EACH BLOCK TJI BLOCK - 30-16d EACH BLOCK IJ FRAMING N 0 T F S 1. SEE SHEET S-1 AND S-1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. PROVIDE STRIPPING WHERE REQUIRED TO PROVIDE A UNIFORM SURFACE WHERE FLUSH JOIST AND BEAMS ARE DIFFERENT DEPTH. 3. PROVIDE MULTIPLE STUDS AT ALL BEAMS FOR FULL BEARING UNLESS NOTED OTHERWISE ON PLANS. 4. USE SIMPSON 'LU', 'LUS' OR 'HU' HANGERS AT FLUSH JOISTS AND BEAMS UNLESS NOTED OTHERWISE. MANUFACTURER TO DESIGN HANGERS FOR ROOF AND FLOOR TRUSSES AS OCCUR. 5. MEMBERS MARKED AS 'DRAG' OR 'SHEAR' TO HAVE CONTINUOUS BOUNDARY NAILING. 6. TRUSSES TO BE DESIGNED BY TRUSS COMPANY, TRUSS MANUFACTURER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS TO ARCHITECT'S OFFICE AND STRUCTURAL ENGINEER'S OFFICE PRIOR TO TRUSS FABRICATION. TRUSSES TO BE ENGINEERED BY TRUSS MANUFACTURER.• 7. ALL NAILING SHALL BE IN FULL COMPLIANCE WITH UHC TABLE 23-11-B-1. 8. PROVIDE A A.I.T.C. CERTIFICATE OF COMPLIANCE FOR GLUED LAMINATED WOOD MEMBERS TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 9. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL STEEL AND GLU-LAM BEAMS FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. 10. ALL FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS UNDER THE OBSERVATION OF AN APPROVED SPECIAL INSPECTOR. SUCH INSPECTOR SHALL SUBMIT HIS/HER CREDENTIALS FOR REVIEW OF APPROVAL BY THE LOCAL CITY DEPARTMENT OF BUILDING & SAFETY PRIOR TO REPORTING TO THE JOBSITE. 11. ALL PLYWOOD SHEETING TO BE APPLIED LONG DIMENSION PERPENDICULAR TO JOISTS. PLYWOOD SHEETING TO BE 2'-0' MINIMUM. 12. ALL HANGERS, POST CAPS, POST BASES, HOLDOWNS, ETC. TO BE 'SIMPSON' CONNECTORS OR APPROVED EQUAL. 13. CANTILEVERED GLU-LAM BEAMS TO BE COMBINATION 24E -V8 14. ALL SHOP WELDING SHALL BE DONE BY A FABRICATOR APPROVED BY THE LOCAL CITY DEPARTMENT OF BUILDING & SAFETY PER CBC SECTION 1701.7 (f). IN LIEU OF FABRICATOR APPROVAL, THE OWNER MAY EMPLOY, A SPECIAL INSPECTOR, WHICH IS TO BE APPROVED BY THE LOCAL CITY DEPARTMENT OF BUILDING & SAFETY, WHO WILL INSPECT ALL PHASES OF SHOP WELDING DURING SUCH TIMES THE WELDING IS TAKING PLACE. THE FABRICATOR OR SPECIAL INSPECTOR SHALL SUBMIT THEIR CREDENTIALS FOR REVIEW AND APPROVAL BY THE DEPARTMENT OF BUILDING & SAFETY PRIOR TO THE START OF FABRICATION OR INSPECTION. 15. EACH'TRUSS SHALL BE.LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOVING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD- A) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS B) THE DESIGN LOAD C) •- THE SPACING OF THE TRUSSES - ,. FRAMING PLAN ' SCALE. 1/8'=1'-0' VALID ONLY IF I SIGNED IN RED SHEAR WALL" SCHEDULE Per 1997 U.B.C. & 2001 C.B.C.' USE 4X STUDS AT HOLDOWN AND METAL STRAP LOCATION. (U.O.N.) . AT HOLDOWN STUD INSTALL EDGE NAILING ON THE PLYWOOD FULL HEIGHT OF WALL. WHEN NO HOLDOWN IS INDICATED ON THE PLANS, CORNER STUDS SHALL BE NAILED TO EACH OTHER WITH 16d AT 8. O.C. FULL HEIGHT OF WALL, TYPICAL PLYWOOD NAILING NOT CALLED SHEAR WALL TYPE SHALL BE WITH 8d AT 6' O.C. EDGES AND 12. O.C. FIELD, NO UNBLOCKED PANELS LESS THAN 12' WIDE SHALL BE USED ON SHEAR WALLS. SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. HOLDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16' (INSPECTION REQUIRED) HOLDOWNS TO BE TIGHTENED JUST PRIOR TO COVERING THE SHEAR WALL. ALL POSTS WITH HOLDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 -INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. SILL PLATES SHALL BE 3 -INCH NOMINAL AND NAILS SHALL BE STAGGERED. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL BE C -D, C -C AND OTHER GRADES COVERED IN U.B.C. STANDARDS 23-2 OR 23-3. SHEAR WALLS TO COMPLY WITH THE TABLE 23 -I1 -H OF THE C.H.C. EXTERIOR WALLS TO BE- 7/8' THK. STUCCO w/ PORTLAND CEMENT PLASTER w/ 1.4# PER SQ. YARD 17 GA. GALV. WIRE LATH & 16 GA. STAPLES (w/ 7/8' LEGS) @ 6' O.C. E.N. & 12' F.N. ANCHOR BOLTS TO HAVE 7' MIN. EMBEDMENT INTO FIRST POUR. SHEAR WALLS TO SPAN FROM SILL PLATE TO DOUBLE TOP PLATE. SHEAR WALLS TO BE CONTINUOUS ABOVE AND BELOW ALL OPENINGS. EXTERIOR WALL TO BE- %' THK. STUCCO V/ pORTLAND CEMENT'PLASTER W/ 1.4# PER SQ. YD„ 17GA. GALV. WIRE LATH AND 16 GA, STAPLES (W/ LEGS) AT 6' D.C. E.N. & 12' O.C. F.N. ■ PLYWOOD AS FURRING !¢' THICK WALL SHEATHING, EXP, 1 W/ 8d NAILS @ 6' O.C. EDGES & 12' O.C. FIELD V DIA. A.B. @ 32' O.C. W/ 2'X2'XWs' WASHERS. 1. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 24' D.C. EACH BLOCK TJI BLOCK - 6-16d EACH BLOCK i 0 m 3 =c Z (A (7 C DO O C (n m III (✓7 ITl 70 Z 4 >m Ya' THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS @ 3'.U.C, EDGES & 12' O.C. AFIELD C ¢ C - 3x STUDS & BLOCKING AT ALL ADJOINING PANEL EDGES. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 12' O.C. EACH BLOCK TJI BLOCK - 12-16d EACH BLOCK co w 70C D I 1¢' THICK WALL SHEATHING, EXP, 1 W/ 10d NAILS. @ 2' D.C, EDGES & 12' O.C. FIELD W DIA. A,B. @ 16. O.C. W/ 2'X2'XW6' WASHERS. Z 3x SILL PLATE & TOP PLATE rT_l I j 3x STUDS & BLOCKING AT ALL PANEL EDGES V ^Z V / • Z TJI BLOCK - 18-16d EACH BLOCK r )61 THICK WALL SHEATHING, EXP. I W/ 8d NAILS @ 4' O.C. EDGES & 12' D.C. 2 FIELD 9G' DIA. A.B. @ 24' O.C. V/ 2'X2'X9((,' WASHERS. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 24' O.C. EACH BLOCK TJI BLOCK - 8-16d EACH BLOCK ITl 70 Z 4 >m Ya' THICK WALL SHEATHING, EXP. 1 W/ 8d NAILS @ 3'.U.C, EDGES & 12' O.C. AFIELD 96' DIA. A.B. @ 12' O.C. W/ 2'X2'XW' WASHERS. ¢ 3x STUDS & BLOCKING AT ALL ADJOINING PANEL EDGES. SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 12' O.C. EACH BLOCK TJI BLOCK - 12-16d EACH BLOCK co w D I 1¢' THICK WALL SHEATHING, EXP, 1 W/ 10d NAILS. @ 2' D.C, EDGES & 12' O.C. FIELD W DIA. A,B. @ 16. O.C. W/ 2'X2'XW6' WASHERS. Z 3x SILL PLATE & TOP PLATE 0 3x STUDS & BLOCKING AT ALL PANEL EDGES p SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 8' O.C. EACH BLOCK TJI BLOCK - 18-16d EACH BLOCK m co !¢' THICK WALL SHEATHING, EXP. 1 EACH SIDE W/ 10d NAILS @ 2' O.C. EDGES & S 12' O.C. FIELD %' DIA. A.B. @ 12' O.C. W/ 2-S'X2%'X9(6' WASHERS. 3x SILL PLATE & TOP PLATE 3x STUDS & BLOCKING AT ALL PANEL EDGES SHEAR TRANSFER- SOLID BLOCKING - 'SIMPSON' A35 AT 6' O.C. EACH BLOCK TJI BLOCK - 30-16d EACH BLOCK .4, T F— ----- -------- ------- I F ' - I ` I I aJ I / DINING ROOM f E / BAR I ----------- VALID ONLY IF SIGNED IN RED OV s OV` o Q`o o 1lei ` w , ARCMEM INC ARailECilatE w PLANNM w OON;A L7M Now It it pd. I , I I 4 I 11X3 ---- 1 FLOOR PLAN sCALE:,lB-= r-o- ELEVATION ` SCALE:,/S-e,•-0- SCHEMATIC DESIGN ScAlkAs Nom SHT NO. NEW ARCH OPENINGS AT BAR -By°""ca CITRUS CLUB FITNESS CENTER a 50-503 MAMARINAaw LA QUMA, CA. 92253 INATE i VALID ONLY IF SIGNED IN RED FRAM M MKMTM6 MGI FM RD-OMONM MGI VFME ION FLOOR PLAN SCALE: 1/0"- l'-O -------- - ------- u I NO ROOM • I I ` I I II I s i IL I III p I ' IG I 2 ELEVATION SCALE: 1/8-=1 -0- MC EM INC SCHEMATIC DESIGN As wo,® SHT NO. NEW ARCH OPENINGS AT BAR mAwN McHnwnm _ R, _ TM CITRUS CLUB FITNESS CENTER Qm 50-50 3 MAMAMA ».. ... . v.. a s. T.A►A► V LA Qv■ • rA, CA. 92253 DATE N >oro+rov Nov - 15'. 2007 10; 38AM B G STRUCTURAL No. 3265 P. 1 B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 43-100 Cook Street, Suite 203 Pala Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax November 15, 2007 W Shawn Koedel TMC Company Inc. 23382 Madero Street, Suitef Mission Viejo, CA, 92691 RE: Citrus Club — Fitness Center, 50-503 Mandarin, La Quinta, CA The purpose of the site observation work undertaken by B.G Structural Engineering for the above named project was to confirm that -this project has been constructed in general conformance with the structural drawings and as required by the 2001 CBC Section 1702. Observation of the construction of this project was conducted or supervised by Brian Gottlieb of this office. These observations were to establish the conformance of several items including, but not limited to: conformance of &arcing to framing plans, roof sheathing, drag straps and detailed connections. Corrections were provided after each observation to communicate the items of concern to the builder. Subsequent re -checks of the structure for compliance were performed until all outstanding correction items were resolved., In conclusion it is the opinion of this office that the construction of this project is in general conformance with the requirements of the structural drawings. The conclusions reached above are based solely on .a visual review of the structure. Due to the visual Mature• of these observations, and limited access to structural elements, a general review of the structural elements and connections has been performed. No tests have been conducted on any materials or soils and no warranties are expressed or implied. The opinion above is based upon widely held engineering principles and judgment, and it follows a standard of care which defines a level of skill and competence ordinarily and contemporaneously demonstrated by professionals of the same discipline practicing in the same locale and faced with the same or similar facts and circumstances. Nov. 15. 2001 10; 38AM B G STRUCTURAL No. 3265 P. 2 Citrus Club — Fitness Center — La Quiuta, CA Page 2 of 2 November 15, 2007 Please call me at (760) 568-3553 if you have any questions or would like to discuss this matter. Sincerely, GO Q ofess o, Brian Gottlieb, P.E. p Cnl +- cc: file SOF CAL VALID ONLY IF SIGNED IN RED a- Certificate of OccupanCY Gl Gv ?. I9WR . yC), ,az Ge9 Building & Safety Department OF g Y p This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 50-503 MANDARINA Use classification: FITNESS RM, BAR AND POOL RESTROOM Building Permit No.: 06-3496 Occupancy Group: A-3 / B Type of Construction: VN Land Use Zone: RL r Owner of Building: CNL HOTELS AND RESORTS Address: P.O. BOX 4975 City, ST, ZIP: ORLANDO, FL 32802 By: STEVE TRAXEL Date: MARCH 20, 2008 Building Official POST IN A CONSPICUOUS PLACE