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9907-098 (SFD)LICENSED CONTRACTOR DECLARATION `I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Dat I 69-758 B �! r 09/30/201 L {� t - Dat �' Signature of Contractor ✓ IV �71 OWNER -BUILDER DECLARATION RATION I hereby affirm under penalty. of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby .affirm under penalty of perjury one of the following declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for'the performance of the work for which this permit is issued. I have and will. maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. -are: Carrier Policy No. _ (This sectio Ae need not be eomple ed if the permit "valuation is for $ 00.00 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 the workers' compensation laws of California; and agree thateif I should become subject to the workers' compensation provisions of, Section 3700 of the Labor Coclw 1 shal_I forthwith comply with those provisi •'ns Date.,:' G}c,'i Applicant ,�yt' Warning: Failure to secure Workers' C mpensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and. Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the bove mentioned property (or, inspection pur oses. r r�'� ignature (Owner/Agent)r, Date w BUILDING PERMIT PERMIT# DATE VALUATION LOT 9)S1%-nli TRACT JOB SITE APN ADDRESS 77-.102, CALLS Fli Okk 531-'�'/1 431 OWNER CONTRACTOR / DESIGNER / ENGINEER IM ARC T E. STAR. JUN. H.rA*YD ENI CU. PO .BOA{: 93153 ;9110 SPAL.DING YJR PASADENA CSA 91109 BERIvWDA DUNES CA 92201 f 1ti0)7T2-19 i; AUL# 4512 USE OF PERMIT '' f I': 12 A R4l"V T)'Vrf f t SM - PLR Iff DOES NOT iAii••a.L]19h BLOCK VIAL .S OR, PCly,'!�.. Oa�s'1'raie� rOta:3�t°�t+.7L"`i'lfaid' s.�o�.Ofr �� PCIR(*WPATIO .. 64 i .Cit) 5F CrAR AMYC.+iRP4382T 663.00 5V ESTIMATED flMA'fED CM,117 OF CONAlitR.iCT1,1IN 424�,932.80 � PERMIT I+.1�X SUMMARY CON 9TRITC'9 t 014 :Fid• 1014=41",300 31; 'is<3.Of9 PL AI,r CRECK FCS 10.1-000-439-318 11AY .43 IrEMEPOSf Z O'1-Od70-Q 1�-31. T 1,t312f3.Sr6 Nf.ECHAINIC AL RX, 3130.51E 1sLEif7d'I ICAL Fbh 101-000-420-000 $294.47 .PUIiaINQ FU 10.1 -OW -41549110 $274,50 STKC7iYCiUOTIONI•-F-RES.ID 101-000-241-000 W.59 GRADING NC1 A1; V20:00 ART IN PUBLIC PLl4CES - Ri bsir 7014.3?f1•-25„54M $917.33 1.TJ�'VY.I.OPEIR INIPA.CT F157.1 $.1,907.00 SI 4R ' 7IE`1L C"b�.NS'fl IUMODN ?SNI) PLAN CPi�sCK. �6, '+'(D :T'2 LESS VU -PM) FRES -$J.rll o.vo TOTAL PERMIT FM DUE NOW 5,5, �`•4f.?Tz RECEIPT DATE BY DATE FINALED INSPECTOR t INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Root Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wali Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS' 1GtA�G �o5�""vr is 2,1 e' . 8'e� 4� '��rP.u7 � fT•� �ii�>• SZ L�/fG �.►:�'b+t..+—i � �/�/�4 S 7 �• Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 7/12/99 No. 19030 Owner NameMargite Star No. 77-202 Street Calle Flora APN # 631-771-018 Jurisdiction La Quinta Permit # Log # City La Quinta Zip 92253 Study Area Tract # Lot # Square Footage 5203 Type of Development Single Family Residence No. of Units 1 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due t6 theyfollowing� reason: � t 4 EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.93 X 5,203 or $ 10,041.79 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/First Community Bank/Judy Claytor Telephone Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Olivia Aguirre Payment Received $10,041.79 Check No. 086516 Signature NOTICE: Pursuant of P:ssembty Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the tees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the Dislrict('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting JMUTI NOW,' TITLE ASIMNCE i� ttWonDa+c 1a84tMMMaY Arm WI) RICO% ® MAa. M MAROn E. STAR P. O. Box 93I53 Pasadana, Ca. 91109 A.P.N.: 631-771-018 TRA 1: 01000 F 157160 PAID Doc. Transfer Max R1v. Co. Fkworder RECEIVED FOR RECORD AT B;DW APR 2 3 1998 ft =ft I (Z Spwo Aho" Tia Line for R=AWs Use Ody V Order No.: 301441 Escrow No.: 2-2SI80 / GRANT DEED LRI THS ummumIL+'A aunm) DBCums) THAT DOCUMENTARY TRANSFER TAX LS: COUNTY 5324.50L ( j computed on W1 nlu of p�op�ty cowecy d, or. Q [j ]J cow -uteri on hall niue less value of Bess of eaarhraoces re=!Ming Y time Of gale, 0 wgicorporned Ara; 1 1 Cit' Of — sad FOR A VALUABLE CONSIDERATION. Receipt of which is hereby admowkdged, �Q SUNDUNE IIQVESIi►gIv M INC., A CALIFORNIA CORPORA110N. hereby GRANT(S) to MARGrlr E. STAIR, A WXXW the Mowing deeaibed ptWerty In the City of , County of Riverside Stae of Califoraia; LOT 15 OF TRACT 21120, AS SHOWN BY MAP ON = IN BOOK 166, PAGES 81 THROUGH 83, INCLUSIVE OF MAPS, RECOREDS OF RIVERSIDE COUNTY, CALIFORNIA. SUNDUNE INVFSTM INC.. A CALIFORNIA CORPORATIO t � By: Document Dee: Am'ii 1. 1998 \ t STATE OF R1.7A )SS c�otrrrnrt3F Jedt //o�2Lt/ �ec6�eC P--vy app—W tzej • Pcrmm))y km wa b me b ba 0e prMeW hose mae6al•s4w vAc ibed 4 :6c widsm cuuumeat sad wJxvw)edaed w ere doe kAhW# f r:acuud the am m hamwriar mdorura opaenyl wW .ere dw by hLvWT0drr6 sis—mW oa dx msavmaaf rise pencoM or da asbq"behatt of which Ulu penoel.) acted, eummd da mgrtimaot. WMESS my hand and ataciai OF CLtio cJIFfiRRL ss nn am Ru.Wkw rx ra) rd. ny Coma 6pkw GAAN 241949 Mau as S ma=ts to: SAME AS ABOVE or Addrem Noted Below Order.' JB -00000021120 Description: 98.157760 Page 1 of 1 Comment: STEWART e1/69/1995 22:59 7147587929 RCM PAGE December 28, 1998 Niargit Star C/o Mr. Stewart Woodard 37 Beacon Street Boston, MS 02108 RE: Lot 15/ 77202 Calle Flora Santa Roca Cave Estses the Enclave H.O.A. Dear Ivis. Star, The Sa!rta Rosa Cove Estates the Enclave Architectural Committee has reviewed and approved your submittal of drawings for your residence. The folloWing outliz3es the.aWoved.times for construction: October I" -- April 3& / Mon&y through Friday, 8:00 a.m. — Sundown May 1I` -- September 3& / Monday through Friday, 8:00 a.m. — Sundown Construction is not permitted on weekends or official holidays from the onset of construction until the final inspection of the residence has been completed. Good luck with the constraction of you new home. If yoga have any further questions, please call rine at (760) 346-1161. Sincerely, Carol Calhoun, property mnager For the Board of Directors & The Arch:gtectural Control Committee Santa Rosa Cove the Encl4ve Professlonal Commm-ity Management / Desert Resort Management Post Office Box 4.772 o Palm Desert, C:A 92261-477 2 73-550 Alessandro, Suite 5 • Palm Desert, Califomia 6 (760) 346-1161 • FAX(760)346-9918 REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ POST TENSIONED CONCRETE O REINFORCED MASONRY ❑ STRUCT. STEEL ASSEMBLY x `reIrj^j6. ❑ ASPHALT ❑ OTHER O FIRE PROOFING JOB LOCATION ��— w ^ ,.�� r/o� ! p�urN � /`•C➢ REPORT SEQUENCE NO. TYPE OF STRUCTURE PERMIT NO. DATE DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT INS CTYR V MRS. CHARGED . ENGINEER Dui✓6- �i✓ Pa✓ ASSISTANTS HRS. CHARGED INSPECTION DATE GENERALJ� t CONTRACTOR � Q ^J SUB CONTRACTOR 31?, -T/0,0 S / af C04E -TAALAP JC.S 79-0 M /0�eg leve - c w4 i``1,,s , 6 " 0"4 -'60 �4M CG 3 o Q 0 QbS*e-"ed C,,Aeva of ea a s !o e� c -C at,L. / w,/ /s (�� Z'o/� eo I e.,,Jd iV - 6 4G S le,e° 7-D •Px D S Q S o c� f GSu �dLf e�J .S A:�eN heoo4 AL low 1-0Aj fs ®losex-ue ale/«/ les4ryq oac So; !/ow // kMfl Q COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 1 I A//SIGNATURE OF REGI RED INSPECTOR / /a d -:2'c�0 //1/324 -+P 5� ATE OF REPORT REGISTER NUMBER -f/., �i -ley `''••JON TANDY AF�,� 37630 Medjool Ave. Palm Desert, CA 92211 `'`..Office (760) 772-7192 INSPECTION.� /Fax (760) 772-7193 REGISTERED INSPECTOR'S WEEKLY REPORT Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETE O POST TENSIONED CONCRETE ❑ REINFORCED MASONRY ❑ STRUCT. STEEL ASSEMBLY ❑ ASPHALT O FIRE PROOFING X, TIE TT ❑ OTHER JOB LOCATION Iv -77_ 7rV_L OAI Ir / 4A p q .1T REPORT SEQUENCE N0. /(� P TYPE OF STRUCTURE``T� & ^ 96!5!3 Jr c s J 16!5 PERMIT NO. DAT J 2Z 00 DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT Tpbe O G?o INSPECTOR HRS. CHARGED ENGINEERASSISTANTS �a )eep HRS. CHARGED INSPECTION DATE GENERAL j ( 1 CONTRACTOR SUB CONTRACTOR zz e � - vj Z" r- tjo e « Z n gn as qvoijt 5 dL e "i COPY SENT TO CLIENT O CONTINUED ON NEXT PA OF CERTIFICATION OF COMPLIANCE IHEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. SI NATURE OF REGISTERED INSPECTOR .3 ,Z DA/E OF REPORT' REGISTER NUMBER REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY ool Ave. 111', T,q Palm j De De30 sert, CA 92211 D Office (760) Fax (760) Pager (760) 772-7192 772-7193 776-3338 TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY O POST TENSIONED CONCRETE O ASPHALT REINFORCED MASONRY O FIRE PROOFING O O OTHER JOB LOCATION. 7 OCATION.7Z-SD,Z ekt r c- r 1o" �q REPORT SEQUENCE NO. T5T=-'YPE F`STRUCTURE _ -G � 5 ® C��V� PERMIT NO. p TE` 6O DAV OF WEEK MATERIAL DESCRIPTION ARCHITE T L INSPECTOR HRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL CONTRACTOR (�Ejv I SUB CONTRACTOR rs dOpf- �-e-s COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O PAGE 1 OF 0 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. ol �11 T�� JIGNATURE OF REGISTERE INSPECTOR I 1 i 00 �C.8O 1111321&_aL4 DAPE OF REPORT REGISTER NUMBER �Ec q 23 RECQ i%�:, REGISTERED INSPECTOR'S WEEKLY REPORT JON-TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE ❑ ASPHALT INFORCED MASONRY ❑ FIRE PROOFING ❑ ❑ OTHER JOB LOCATION -7 7 .. ZOZ C-,kAO //66�\ REPORT SEOUENCE NO. TYPE OF STRUCTUREPERMIT 51" 4S a -me '&o NO. E 99 D -1- o R. 8 DATE v& %5 DAY OF WEEK MATERIAL DESCRIPTION ARCHITECTe Tke �COCIPrR�1 CSP-O.� INSPE TOR MRS. CHARGED ENGINEER 0 LL �S Er"q ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL _SUB CONTRACTOR d� CONTRACTORe- d0 �z Chs ,jed o -F cam,.1> aid• s ; •.� +0D l.w -o it-'- N4 L,_-)Mk:S KL I otic SEA- COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE ❑ PAGE OF 1 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. SI NATURE OF REGISTE 0 INSPECTOR DATt OF REPORT REGISTER NUMBER Ci i -Y 4._ 1 DEC 1 J REGISTERED INSPECTOR'S WEEKLY REPORT mJON TANDY 737630 Medjool Ave. 7 ftp Palm Desert, CA 92211 C. Office (760) 772-7192 Qtij'jz7Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY O O POST TENSIONED CONCRETE O ASPHALT O OTHER REINFORCED MASONRY ❑ FIRE PROOFING JOB LOCATION -7 - % '7' Zo Z CAA k� to xk L x Q�4.� V,, SEQUENCE NO. TYPE OF STRUCTUREp p SFD 'i-}-� s teS ® € 4ij+C I4V'c PERMIT NO. DATE % 1 `t, 11,9 DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT we G elm IN(S�PECTOR Q, NRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION GENERAL SUB DATE CONTRACTOR k �NTRACTOR _ p IZ Ob E%2y OLC,1- AG-"'� Ck CVAw s qvd 34 -,--GN 'I"i W f-1 LA - 0% -Jo me C - yo CoI 1LU'r b 6LA COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O - PAGE 1 OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. W-1 IGNATURE OF REGIST ED INSPECTOR `2 -rc60 11�\`%Zfo -8`f bATA OF REPORT REGISTER NUMBER 4. 1100 -SERIES DUPLEX SEWAGE SYSTEM TECHNICAL SPECIFICATIONS SYSTEM The duplex sewage system shall be model / as manufactured by Liberty Pumps, or equal. The system shall be factory pre -assem- bled with the pumps, steel discharge pipe nipples and floats pre -mounted in the basin. Volume per pump cycle shall be factory set at 28 U.S. gallons. Floats shall be tethered to a removable stand pipe/access cover assembly. COVER The primary cover shall be "heavy-duty" 1/4" plate steel, enamel -coated on both sides. The cover shall be 34" in diameter and have a (2" or 3") discharges and vent flange. The cover shall be fitted with two 16" diameter pump access openings and one 10" inspection cover with integral stand pipe for float tethering. The cover assembly shall be provided with all necessary bolts and gaskets for mounting to basin. BASIN The basin shall be constructed of high density polyethylene PUMPS structural foam and shall have a total capacity of 110 U.S. See Individual LE-Serles literature sheet for specifications gallons. Dimensions shall be 30" diameter X 36" deep. The on the pumps selected. basin shall be provided with a 4" cast iron caulking -type inlet hub. Dimensional Data: 29. t 2" Discharge Models a MODEL HP PUMP PHASE WEIGHT MATCHING PANEL SERIES NUMBER VOLTAGE IN LBS. (must be ordered separately) 1102/LE41 M 4/10 115 1 197 AE211 or AE214 AE -Series duplex 1102/LE51 M 1/2 115 1 201 AE211 or AE214 controls are available 1102/LE52M 1/2 208-230 1 201 AE211 or AE214 In both Nema1 and 1102/LE71 M 3/4 115 1 237 AE211 or AE214 Nema4X enclosures. 1102/LE72M 3/4 208-230 1 237 AE211 or AE214 Various panel options 1102/LE73M 3/4 208-230 3 237 AE231 or AE234 are available including 1102/LE74M 3/4 440-480 3 237 AE431 or AE434 3 and 4 float configura- 1102/LE75M 3/4 575-600 3 237 AE531 or AE534 tions. See AE -Series 1102/LE102M 1 208-230 1 239 AE211 or AE214 literature for more 1102/LE103M 1 208-230 3 239 AE231 or AE234 information or consult 1102/LE104M 1 440-480 3 239 AE431 or AE434 the factory. 1102/LE105M 1 575-600 3 239 AE531 or AE534 1-800-543-2550. For 3" discharge models, change the model prefix to 1103/... Example: 1103/LE51 M (add 15 lbs. to wgt.) Basin only model number - 4571000. Cover assembly only for 2" discharges and vent - 4471, 3" discharges and vent - 4472. CP0 �:Ity of LA ......T Certified certification available Specifications are subject to change without notice. Liberty Pumps • 7307 Lake Rd • Bergen, New York 14416 • Phone 1 (800) 543-2550 Fax (716) 494-1839 Web Site. htip:llwww.libertypumps.com 7255 88/98 LE50=SERIES TECHNICAL SPECIFICATIONS 10. PUMP The pump(s) shall be model as manufactured by Liberty Pumps, Bergen, NY, or equal. The pump(s) shall have a capacity of GPM at a total dynamic head of feet. Motor size shall be 1/2 horsepower, single phase, 60 hz. and volt operation. MOTOR The pump motor shall be of the submersible type, oil filled, hermetically sealed and shall be thermally protected. The overload element shall automatically reset when motor cools. Motor windings shall be of the class B insulation rating. The rotor shaft shall be made of 416 stainless steel and shall be supported by lower bronze and upper sleeve bearings. The power cord shall be of the quick -disconnect design allowing replacement of the cord without breaking seals to the motor and/or oil chamber. IMPELLER The pump shall have a 2 -vane semi -open impeller capable of passing a 2" spherical solid. SEAL The shaft seal shall be of the carbon/ceramic unitized design, with BUNA N elastomers and stainless housings. EXTERNAL CONSTRUCTION The pump volute, legs and motor housing shall be gray iron castings, class 25 or better. All castings shall be enamel coated before assembly. All fasteners shall be of 300 -series stainless steel or brass. LEVEL CONTROL Automatic units shall be controlled by an adjustable, mercury -free, wide angle float switch. Float cord shall be equipped with a series plug for manual bypass operation. MODELS HP VOLTS PHASE AMPS DISCHARGE AUTOMATIC IMPELLER LE51 M 1/2 115 1 13 2" FNPT NO 2 -VANE SEMI -OPEN LE51A 1/2 115 1 13 2" FNPT YES 2 -VANE SEMI -OPEN LE52M 1/2 230 1 6.8 2" FNPT NO 2 -VANE SEMI -OPEN LE52A 1/2 230 1 6.8 2" FNPT YES 2 -VANE SEMI OPEN 10' cord standard on above models. For 20' or 30' cord options, add a"-2" or "-3" suffix to model number. Example: LE51 A-2 (20' cord) DIMENSIONAL DATA: Weight: LE51 M: 39 LBS. Height: 12.75" Major Width: 10.75" (manual models) Maximum fluid temperature 140 degrees F. Cq-79V a PERFORMANCE CURVE 28 1725 RPM e 24 6 20 ? S 16 r v 4 12 x � t° 8 2 4 0 Z5 fl X %0" 0 20 40 60 60 100 120 140 ...... U.S. Gallons Per Minute City of LA certification available'- i i 0 2.1 4.2 6.3 8.4 (SPecitications subject to change without notice.) Liters Per Second Liberty Pumps • 7307 Lake Rd • Bergen, New York 14416 a Phone 1(800) 543-2550 Fax (716) 494-1839 Web Site: http://www.libertypumps.com 7241 812/96 NEMA71 SOV k-asef I rt - - - - -fiLIl null Ylll I111V41j11 VVYI panels. 3•phase panels come equipped with thermal overload wteotlon that must ba siied properly to the pump's tull-load • Lockable,Latch • GFI.Convenience otions subiect to chance without notic, Table 7-3 UNIFORM PLUMBING CODE TABLE 7-3 Drainage Fixture Unit Values (DFU) Min. Size Private Public Trap and Individual 3 or more General Heavy -Use Individual Fixtures Trap Arrn7 Dwelling Dwellings Use Assembly ® Bar Sink..................................................................................................1-1/2' 1.0 1.0 BarSink...................................................................................................1-1/2'2 2.0 ® Bathtub or Combination Bath/Shower................................... .................. 1-1/2' .. 3.0 3.0 Bidet, 1.1/4' trap.....1-1/4' ................................................................................ 1.0 1.0 Clinical Sink, 3' trap................................................................................ 3' 6:0 Clothes Washer, domestic, 2' standplpe5............................................... 2' 3.0 3.0 3.0 Dental Unit, cuspidor...............................................................................1-1/4' 1.0 Dishwasher, domestic, with Independent drain ....................................... 1.1/2' 2.0 2.0 2.0 Drinking Fountain or Watercooler.................................................. :......... 1-1/4' 0.5 Food -waste -grinder, commercial............................................................. 2' 3.0 FloorDrain, emergency.......................................................................... 0.0 Kitchen Sink, domestic, with one 1.1/2' trap...........................................1-1/2'2 2.0 2.0 2.0 Kitchen Sink, domestic, with food-waste-grinder.....................................1.1/2'2 2.0. 2.0 2.0 Kitchen Sink, domestic, with dishwasher ................................................1.1/2'2 3.0 3.0 3.0 Kitchen Sink, domestic, w/grinder and dishwasher.................................1-1/2.2 3.0 3.0 3.0 Laundry Sink, one or two compartments ........:........................................1.1/2' 2.0 2.0 2.0 Laundry Sink, with discharge from clothes washer ................................. 1-1/2' 2.0 2.0 2.0 ® Lavatory, single.......................................................................................1.1/4' 1.0 1.0 1.0 1.0 Lavatory In sets of two or three...............................................................1.1/2' 2.0 2.0 2.0 2.0 Mobile Home, trap................................................................................... 3' 12.0 12.0 MopBasin, 3' trap................................................................................ 3' 3.0 Receptor, Indirect waste, 1-1/2'trap 1.1/2' (1) Receptor, Indirect waste, 2' trapt,4 () Receptor, Indirect waste, 3' trap' ........ ...................................... I............ 3' (1) ServiceSink, 2' trap................................................................................ •2' 3.0 ServiceSink, 3' trap................................................................................ 3' 3.0 ® Shower Stall, 2- trap................................................................................ 2' 2.0 2.0 2.0 Showers, group, per head (continuous use) ........................................... 2' 5.0 Sink, commercial, 1-1/2' trap, with food waste .......................................1.1/2'2 3.0 Sink, service, flushing rim........................................................................ 3' 6.0 Sink, general, 1.1/2' trap.........................................................................1-1/2' 2.0 2.0 2.0 Sink, general, 2' trap.,: . ... .............. .............. ..................... ...... I ....... I....... 2' 3.0 3.0 3.0 Sink, general, 3' trap............................................................................... 3' 5.0 Urinal, 1.0 GPF........................................................................................ 4.0 5.0 Urinal, greater than 1.0 GPF................................................................... 5.0 6.0 Urinal, 1-1/2'trap....................................................................................1-1/2'2 4.0 5.0 Washfountaln, 1-1/2' trap........................................................................1.1/2' 2.0 Washfountain, 2' trap.............................................................................. 2' 3.0 Wash Sink, each set of faucets............................................................... 2.0 ® Water Closet, 1.6 GPF Gravity Tanks ..................................................... 3' 3.0 3.0 4.0 6.0 Water Closet, 1.6 GPF Flushometer Tanks ............................................ 3' 3.5 3.5 5.0 8.0 Water Closet, 1.6 GPF Flushometer Valves ........................................... 3' 3.0 3.0 4.0 6.0 Water Closet, 3.5 GPF Gravity Tanks .................................................... 3' 4.0 4.0 6.0 8.0 Water Closet, 3.5 GPF Flushometer Valves ........................................... 3' 4.0 4.0 6.0 8.0 Whirlpool Bath or Combination Bath/Shower.......................................... 2' 3.0 3.0 'Indirect waste receptors shall be sized based on the total drainage capacity of the fixtures that drain thereinto, In accordance with Table 7-4. 2Provide a 2'(51 mm) minimum branch drain beyond the trap arm. 3For refrigerators, coffee ums, water stations, and similar low demands. 4For commercial sinks, dishwashers, and similar moderate or heavy demands. 513uilding3 having a clothes washing area with clothes washers In a battery of three (3) or more clothes washers shall be rated at six (6) fixture units each for purposes of sizing common horizontal and vertical drainage piping. 6Water closets shall be computed as six (6) fixture units when detennlning septic tank sizes based on Appendix K of this Code. 7Trap sizes shall not be increased to the point where the fixture discharge may be Inadequate to malntaln their self -scouring properties. M. N Y 0 7 0 0 P- SL T 0 v z m z 0 m 0 cA m 9 D lD rD N W Lo ®LD fti.l i(n v w A 2` 0 VTC 447� �� Gl I L— Ra -r Sisk VLC[aveCa- .ower t oo r ley.e-.I...- Y C-. OF UG c r,V--( c 12 G.p M • b 1"6c�a.r e DI5c�rne 97 QPM YOUNG ENGINEERING SERVICES 47-159 Youngs Lane, Indio, Ca. 92201 (760) 342-9214 fax (760) 342-6164 June 23, 1999 Tom Hartung Building Official City of La Quinta Re: Truss Review Star Residence - The Enclave Santa Rosa Cove - Lot 15, La Quinta Dear Tom, We have reviewed the truss submittal package prepared by Trus Joist MacMillian for the above project and found it to be in substantial conformance with the approved plans. If you have any questions or concerns please call. Sincerely, Jeffery B. Young S.E.