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0007-002 (COMM)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. i License # Lic. Class Exp. Date tr'Date"A' "IN Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt.from� a 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). O 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. (0s1'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 section need not•be completed if the permit valuation is for $100.00 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 that if I should become subject to the workers' compensation provis ons of Section 3700 of the Labor Code, I shall forthwith comply with th 'se pr. Srlsions Date' %, A- Applicant _ 1 '`Warning: Failure to secure Workers' Compensation c erage is unlawful and shall subject an employer to criminal penalties'and ciy fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 'of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director, of Building And Safety for, a permit subject to the conditions and restrictions set forth on . his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to'cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property forplsp ction purposes. �S gnature (Owner/Agent) a" �� 1����Z Date BUILDING PERMIT PERM'T#• -` DATE VALUATION LOT l Q� TRACT t�1197% JOB S&E r APN ADDRESS . g� f t�[y @pg p p gvyq��y �p 1 @�j y��cvy tiYY°^•.. 00 4"�&,t lu 'i-9sYY,i.�J.i.� U YRI!.d4�A. g W '0015"X/•Y OWNER CONTRACTOR /�pDESIGNER / EN (NEER CA 92.253 LA QiMINT C_A 92253 >. %9 fi 1 33 ..,� a C�r3T f 2108 USE OF PERMIT C ONMERCYA-L C SDP@bIER.Ct~U, BUI SDINO. 81-WX ., •4632 NQ J°f. COVERED RA.t IO > 19,3 PO6iCHIP AM 1," 910.0 SF ;tPUNK't,M 4,632.00 SIV . .mac -- r::0mh/da.t'.t41, 4,6%1,00 V. ' CC133T!'aACT . AMOUN T I's :tai I .0 10,11.E C0S.p,° OF COMMUC110fl, 43 7,6Q ,3,_'11X) COONS'i°TrRUC TION ME '9. t31-000:4) li3­QW 3072.50 PI.&N l�Fi Ita ! iD'1-C3$?Ci-43 F� i,�3ti.:d+b Erg?,DEP08ff -St,300,00 Rog 9?da� 3Ys . 3. ACi. �0.121.-000 101 r000,420-0130 $175,14 01RONQ MOVOW :iF.f'Z - COMM 1 00-M)-2,41 -000 t9wDI 10 PIMP 4 x 09 OOt�-� ^aa0 C� tori EJI3f,CG f.:�K`f: ° Y i7 �`k'�CX�X tB�iG��t7 (3JC Alan. . Y f* A 9• ,r+.gJy q T' 1 r f�-p�. ARD y VY p ��T �rot.5ry� /Yf d�..7JL'�,�.�.eY31CM.yyL.Yu�i"�jLaa."�l.B�'�.p�°�siyy.1�1^<.Kry. 1/Pp9��y��jrr�� - ~ ^ .Gel3.'.�:°A7 �i�t:=.a.K-PF1L'!' T? -T. .� S �• • 1 4➢>��>l {�:9+(a .�A•tf�>p�., W. �� ?i�.�.OtF •OCT' 2000. � 16: ° �°��:.��� ���� _����� ��v �e��v ��°�,�� 'ATY e. U / RECEIPT DATE_ (j BY } 'e t�, DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE —T INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs –z_ f:Q Underground Ducts Forms & Footings Slab Grade Ducts Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap —1 _ 0 ( F.A.U. Framing f' Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall 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 Sewer Connection _ _ _ Pool Cover 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: Tar,.,�o TCIX A ,. � spa e-,.,� 11 — 2, '::;u A I/-"` 15 F A, / `� � G� � %Zsq 5 C Clo 5 -e �.. .. ... ..- ��a.sS:..�...+....x:.-••:,i-.'^--{�•�'.'r.rr 'r^w•-� rr��r.•y`'V�'`.."�J'�..-.r'"''i.-,..1.v-ry�J�*i'r-Cdr.�1.,.-�y�Y•-^..""'�""`'"R'""'_....r'`-'^�"��-...+`.-ti .1loo ...., 4 P.O. BOX 1504: 78-495 CALLE TAMPICO API.PUCATION',O.NLY"' '" 0 ,: Building 1.1 Address^� Q� �1A5 �' S LA QUINTA, CALIFORNIA 92253 Owner �ry BUILDING: TYPE•CONST. GRP. � Gly Mailing"' ., , _OCC. _ Address 1? -Cr n _ A.P. Number City P� Zip Tel ' y Legal Description] Contractor Project Description ,� a`a' �V Address " 7A — I 1;4L� el._ -771 State Lic. 8 Classif. k2G GIs V City Lic. # i� 108, Sq. Ft. Size �g� No. No. Dw. Stories Arch., Engr., Designer n� Units New �� Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address - 4T19ji YOLAK6;, LANE Tel. �� ! City 1N Zi State Lic. # 1 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 Estimated Valuation reason: (Sec. 7031.5.Business and Professions Code: Any city or county which requires a _ .0 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 PERMIT AMOUNT 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 Plan Chk. Dep. r ® s `] subjects the applicant to a civil penalty of not more than five hundred dollars ($500). Plan Chk. Bal. 1-21 1, 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, Buisness and Const. - Professions 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, Mech. provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) Electrical FI I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing struct 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 S.M.I. such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading , ' 1-1 I am exempt under Sec. B. & P.C. for this reason Driveway Enc. " Date Owner Infrastructure i WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company n Copy is filed with the city. O Certified copy is hereby furnished. TOTAL CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE REMARKS r + (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 lhg 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. Date Owner NOTICE TO APPLICANT., If, atter making this Certificate of Exemption you should become ZONE: I • } - j , BY: subject fo the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: Front Setback from Center Line" - Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center„Line 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.) Side Setback from Property Line's --� Lender's Name Lender's Address FINAL DATE INSPECTOR 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. 1 certify that I have read this application and state that the above information is correct. Issued by: Date Permit 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. Validated by: Signature of applicant Date Mailing Address Validation: City, State, Zip WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION a _ Desert Sands Unified School District ' �a 47-950 Dune Palms Road' Notice: �La'Quinta,.CA'92253 1 ' ' Document Cannot Be Duplicated .760-771-8515 CERTIFICATE OF COMPLIANCE _ 1 Date . 10/16/00 APN # •.604-050-038 No. 21.100, Jurisdiction La Quints ~ owner NameDesert Cities Development: �'` y ' Permit #0007-002-' ~ No. 46-,100 Street Washington St: '-"Log # t T City La Quinta Zip; ,92253 ._' - Study Area ` . Tract # Lot # Y - Squarer6otage 4632 Type of Development Commercial No. of Units 1 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.payirig school fees at this,time due to the following reason:. Commercial Buildmgr' r :V EXEMPTION NOT,,APPLICABLE ' This certifies that school facility fees, imposed pursuant to Government Code 53080 in the amount of �- .33_ X 4,632. or $ 1,528.56 the property listed above and that building:'.t ' 4 permits and/or Certificates of Occupancy for this square footage in this proposed project may, no. v Tieissued 'Fees Paid By CC / 1 st. Bank / Dave Smoley Telephone 7,60-7,71-3345' a Name on the check By Dr. Doris Wilson + ,fir, 4F .t 4 ' Superintendent - Fee collected /exe pted by Annette Barlow Payment Received $1,528.56 b '.. Check'No. 56916 Signature Collector: Attach a copy of county or city plan che&application form to district copy for all waivers: Embossed Original- Building Dept./Applicant Copy- Applicant/keceipt . Copy - Accounting • Y t Mem DATE: September 21, 2000 ' ,TO: Joe de Coster FROM: Dave Smoley. SUBJECT: First Bank, La Quinta MESSAGE: Attached is legal documentation required by City: (1) Copy of tax bill showing First Bank as legal owner and parcel number (see "X° mark) 604050038-4 and legal 'description (see "XX" mark)* .73 ACRES, M/L IN PORTION OF PARCELS 1 & 19, PM 1721021; TRACT 25885. (2) Copy of Assessor's Map Book 604, page 5, parcel 38 (legal map). (3) Four pages of legal description for this parcel provided by Angela Koenig: t AU(r-14-2908 li%31 'uuowa�o�, Aug -14.00 15:43; Page 2/2 rvr 1ST BHrDC �iDjt� r41+o.F-TflreHILL. 235-1644 P. 02 .. IT (S rY Df� Q rn THE .�. 3LBILL• a�.e a4.:rp r•;N :,:, —� t l: PROPEM'TX•X • Yreh wr— weeds y` •rwww.nhxaiQeca.w,6y,nve�rrc T�lopAsace rVoe) 15�)9d0 t• UaIF�\,4+r,CrC1S@. iY:t[OT+ers.•,t.ci.mr KI�M,R6.1-eeon r,r{�.n.7] ECtI$b E L LM yOR PARS 1 G 10 plt 171/021 TR paa 2tiA6G 005996329 OS1"48062H3 all8 ZD'C06v6YAlICS lra& lEld4l1 •►""••--••_ All *M190 •kms••• 'Ncl �0 i Q �O.i 020=aJ2 i 6040AArWIM s J/ f ({ c `ii/is/iv98 IMFORTAN t (NFOR.N1iTic)N c e ea�ja dcaoao fO'Zot-.� .^�'SL ON REti'FR56 SIDE 7 000 9I0$ AT III _ O Pr�L11 DtLsa]ti C1► 92260 "Od" M3)Mrrtu ARl-LC XM of dM Cottlomin Comtitutiea ps al„ty - rr Oft- z cbwW of o-nenhip mum ur peo" R Healy cdnstgwgW. w 368000 \• M �� 70000 VMFIED sCNQt� OES S1+ '—' ' OOACKEUA VAL WATM MY WAV 0:'L e J s0 0a' 2454 8, _ 299346 COW 835y eaRapna.>zs°s- . ez.v31.o7 • 4irr 2- gpT —2901 5-31-2000 Yt F Y ti R- n 6021.07 asosi.o7 P 31. 2000 50,031.07 4AW xe: ai. 0000 Ianene „CSD T,tp eYtf wire lQjllja rMltiW.\I Ia\\I/.\T -4,+ ME[WDEC t%f suppLF1MCM'AI.M TAX BILL ( 005999220 � secQaeo ) 2ND . sInr_VI,.: 6MIAt R �+O w�rys PLEASE DO NM wp fTt ON STUB 'OW tl %TA4A IWV K ..p 00000203109 62 .005996328 11 525614 au�roc ,e�s,>sN�,oitcroex • _ • i�00ittafa IrgrJlbt£t�1QlC • •. • � b'r6frstel •seo.r,avo pow: p tt01m *aft m (tuts $A H W DOUAfIS t ri•en.vT • 71}.1► ono®6r -_ ' °' • ' � .:.; , visi : . , 7fi0 slesnsrwlort atw� et: votD 'Fillm _ soot„as<,eorsrfl�ta►no'rW°seuN.cE •• '`' •; 1«itll�CZ!`}t11!-tulssree �a•�J ...v � ' `• a � ~tea Z`'\ ���� •: ` :..., L ittiptlf,•is 75!15=ltea•; - J • ��� all ' �OfNIR OI txJ10111�D Nr. �'5t56i>,� ri0900SO471: 20 l9'i r '0 4/20/00 13:18 FAX 7146640596 .._ HALL 6 FOREMAN • ®002' ' d MK 7 0 6.lBML Fb/ 19' p1 3 087Act . R' � � � •tem / ' v • 3 ♦ rE l e` Ap, PQL, VOT POi4 s \ C al 6 w 9 -'AC 2S •/ Pou 4 nieiena •b M^ 2 0/ t . ; ?r +P Ori 6 •9c, . + � /vdt� - / ©/ C� � i��o si' 0' . otos O 4 ''s / > >s.c w yJ--4 ./ 3 � •:�•Aa. ,%k. pie i 3 T..AA 020-M j 17?O-0/0 7A,& oz' • Oo it e, se e, r r k10. c.e- �5ra3 `aosfM". inss, •�/n�s `- 6. n. ' '4 ��, ls9F• Coy ff sec /,p • � r ; 64 g �..�. o.,. gq O2.•\ 08 PM. 724/47- Porcel Mop /9029 .04f. 160187 -Ag Poree/ ftp 22596 P.M. 172/21-27 Pbfe/ Mop 25965 anv roaq .i ow ♦ i PA66 Jun=14-99 11 55i� saga ov1 .449% 2SUW116 002 VAR,Cj NSt- R=80_00- 3.7E; A ti], 0-5038'28- W I q- POINT 'A' .t.v/'60a-O�+OJT C%l ,..• yy'• •.> r�J LiJ r io N89'4 '05-E 788,96' ! w.. PARCEL 1 N0' 'aZ•SB'W 111.08, '� .o.P./r6Qa..OSO-G3s ar, c/j N33,04,06'F " c . (720,909 5QVARE eg PARCEL 2' �T) .9hTP�E �$r\-?CL r V a2'p5'E I � : °�: 7_ , INSTFZ, J\10.4 v& e 'v :3/-5546C) 017, NAVC4'0b'7v �. A/L:\? ;old. 12.40 _.,� .a•P.�t504=-050-024 � `0. . N 0 tTSS'w 2I 23' y 'yam APPROvEo By COMMUNITY DEV OPMENT E BY _ G_,' —•`' DATE' EXHIBIT . ���� • CASE N0, c:'::{: 4 - ,c EX,HJB1T FOR CV? 77ROA.7r i PJ401°ER7Y OWNER; Of' COWPUANCE WA$fYINGTON\AOAMS PAR�vE.45H/P - PARCa MAP NO. 29116 710e4 tAMAR/SK LANE RAnr17ZI lO M/Ra GE CA. 92770 (7o OJ .324-5485 ' aswgona*a aGtr AO►9�• q:7 �� DA Yr CA' PREIVARA7IAN,• 12/18/99;' ✓OB NO 4109-0s8 Q voi vai uv 10:11 N VAl 9093081284 EOEG' 04 1 95686479 STEWART TITLE ESCROW E42 P09 'APR ?2 '99 12:44 ' 51iI5615G . TF?E FOLLOWING COURSES: NORTH 4S'51'00" WEST 3Z, 37 lzE;, :NORTH `v O'17'Sg" WES"' 84.74 FEET, .SOUTH 89v42'0S" WEST 124.29 FEET ?Q T?:E HBGINNING.OF A TAMCZNT CVRVE CONCAVE wBSTERLY HAVING A RA^-_U5 OF 1.438.00 FEET,' A RADIAL LINE 'TO SA3D HEGIHAVIN HEARS ALONGNORTH BB O CUR" EAST, NOR'T'HERLY ALONG :SAID CURVE GS-157. FEET ALONG SA2L7 CURVE TtigOUGH A; CENTRAL ANGLE OF 2- 3Zi' OC%, . NORTH*' 3304'06" EAST 41.90 FEET, NORTH'�5°4Z'5g" WEST 18.0.8 fEL2, NORTH 89 DEG 42'05" EAST, 188.96 FEET TO TYE TRUE POINT OP PEGI�TNZ�TG. w NOTE: SAID LAND IS 9NOWN A= DESCRIBED AS PARCEL 2 ON CERTIFICATE OF CoMpLIANCE NO. 99-016 APPROVED BY THE CITY or _T,A QUINTA. NOTE: THE ABOVE LEGAL DEBCRIPTION;.IS BEING FURNISHED FOR CONVENIF-VCE ONLY IN ORDE& TO PILCILYTATS TFiYB TRANSACTTON. NC TITLE ZNSVRAlvCE WILL. BE AFFORDED HEREBY UNTIL SUCK TIME AS .SAID LEGAL DESCRIPTION IS MADE A PART'OF THE OFFICIAL RECORDS OF TME COUNTY RECORDER OF RIVERSID$ COUNTY, CALIFORNIA. PARCEL B MON-EXCLUSIVE EASEMENT OVER ANb ACROSS TH8 COMMON AREAS OF EACH PARCEL IN PARCEL, MAP 25869, AS SHOWN BY MAP ON FILE 2N BOOK 2.72 PAGES) 21 THROUGH 27, INCLUSIVE, OF AARCSL.M'APB, RECORDS OF RIVERSIDE COUNTY. CALIFORNIA, FIA OVBHiCUIJ1R AND PEDF;SIRLA�i INGRESS AND EGRESS, 'PARKING, SEWERS,. WATER AND GAS PI'VELINES, DRAINA3E FACILITIES, ELECTRICAL AND TELEPHONE COA'DUITS,•LINES AND WIRES AND OTHER PUBLIC UTI;,ITIES,. FOR BOTH INSTALLATION A.VD '4AINTE'NANCE, AND INCIDENTAL PURPOSES, THEREOF, _ AS' ESTABLISHED A*lD SE.T FORTH Z'S THAT CERTAIN DECLARATION RECORDED AUGUST 27, 1991 AS :CNSTRUNNNT NO 296214 AND THAT CERTAIN DECLARATION RECOPJ��D MARCH 19-, 1992 AS INSTRUMENT. NO. 96709, ALL OF OFF_CZAL RECORDS'OF RIVERSIDE COUNTY, CALIFORNIA''. -3- , �t�o :w La :4 1615 85479°�ixa4 BOENIG - ...�0� r STE T TIII.E EStRDW 642 Pee ~APR 22 '99 12.-44 THE 'LAND REFERRED TO HEREIN ISSITUATI�,D IN THE CA:,1FOANIA, .COUNTX OF RIV.STm ERSIDR, AND IS �3&SCRIBED TEE. OF rOLLOWc. • PARC --L A: 4 'THAT RnSTM11 nn mnaes , �, 4J&"r•4RCFLS 1 AND NO. 2E1965, AS SHOWN 9Y :KAP ON FILE IN BOOK•172 PARCEL MAp" T�iROL1GH 27, INCLUSIVR, OF PARCIr MAPSRPAGE(S) OF RIVERSIDE COUNTY,CALIFORNIA, DESCRID, ED As RCs A AND E IN DECD RECORDD FEBRUARY 24, 1992 AS INSPA£L TRUMENT NO, 60860, Cr OFFICIAL RECORDS, "SCRIS90 A3 FOLLOWS- THOSE PORTIONS OF PARCEL F AS SHOWN ON .LOT LINE ADJUSTMENT NO, ` 32-164 RECORDED OCTOBER S, 1392'AS ON NO. 375460 OF OFFICIAL RECORDS OF RIVERSIDE g: COUNTY, CALikopv.IA,, DESCRIBED AS FOLLOW OOl%'34ENCING AT T14E MOST SOLIT}2ENQRRLY'CORNER OF SAID PARCEL 04'0 4 EAS F; r . 44 DEGREES 09'09,00,,T, 318.90; THENC9 SOUTH 46 DEGRE$SNCE " EAST, 23.2S FEET; THENCE NORTH 43 DEGREES S5'S5" FAST. _37.00 FEET; Tn_XNCE NORTH. -4b ;DEGREES '04'04 ".WEST, 7.00 FEAS THENCE NORTM 4,3 DEGREES SS'S6,, EAST, 1.08.61 FEE? TO A POINT ON :'?F NORTHEASTERLY LINE OF SAID PARCZL F, SAID . POINT SEING T.nS 3EGINNING OF A NON-TANGENT:CURVE CONCAVE SOUTFtWESTZRLY AND RAVING A RADrUS OF OF 2000.00 FEET, A RADIAL TO SAID 'POINT SwA4S NORTH 4Z DEGREES 48'04" EAST; THWCE NORTI�iptitESTfiRLY 630,49 FEET ALONG SAID CURVE AND SAID NORTHEASTERLY LINE -THROUGH A CENTRAL ANGLE OF i8 DEGR.EES'03'44" TO THE MOST NORTREp.Ly CORNER. "`,• O? ..SAID PARCEL F; THENCE SOUTH0 DEGR8L5 .17''55" 1:AST, '7.3:83 FEET ALO -'4G THE. WESTERLYLINE OF SAI D PARCEL, F. • THENCE NORTH • 8.9 DEGRE86 42!05" 'EAST, 60:45 FEET ALONG-THE.NORTHEASTI RLY .LIN=' or SAID PARCEL.G OF SAID LOT LINE ADjusTmmNT THENCE.ALONG SAID NOQ=r'_r_ASTERLY' LINE SOUTH 61 DEGREES 4'4' 3S" EAST, SS.,7 FEET; THaNCE 50UTLI 52.DEGREEs 55'19" EAST, 66.87 FEET TO THE BEGINNING ,of A TANGENT "CURVE .CONCAVE.SOUTHWESTERLY AND F.AVING A, R DTUS OF 80.00 FI;_,T; TI4ENCE SOUTMXASTERLY 70 .71 • 1FZET ALONG SAID CURVE .THROUGH A CENTRAL ANGLE OF So DEGREES 38'28".; TxENCB SOUTH 2 DSORRES 16'51" EAST, • 72.66 FEET TO THE S01MMAST Copnz OF SAID PARCEL G AND THE TRUE. POINT OF BEGZNNINC3; THElvCr SOL'Tm 201E'31" BAST 43.55, FEET To THE BEGINNING OF A TANGENT CUR V$ CONCAVE E,ASTI RLY RAVING A RADIUS OF 248:00 FEET, TM2wCE SOVTHZRLy.100.91 FEST ALONG SAID CURVE THROVGH A CENTRAL ANGLE Op 2-3018'51"; THENCE SOUTH 44009'12" WEST 117.74 FEET TO HE WESTERLY LINE OF SAID PARCEL F. TiiENCE ALONG SAID WESTERLY LINE _7w -VA,& 8083081284 xoENrG 901 Date; August 09, 2000 To: Dave Smoley CC: Michael Shoviin Sub)ecr Pad G - First Bank Dave: As you requested, please find enclosed, inbrmation from Escrow concerning the Parcel Map mehibit and the legal description of Parcel G which was sold to First Bank. This parcel was originally part of a greater parcel 1 and 19 and was assigned a number by the assessors office as 6040500340 - it is my understanding that Parcel G was separated at the time of the sale from this greater parcel and has since been assigned a new number. 1 do not know what the new assessor number is since the billing would have been sent directly to First Bank for payment Please let me know if you have any additional questions. COMMUNITY D EVELOPMENT � PUBLIC WORKS FILE COPY City Of La Quinta' Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following'Departmental clearances must be obtained. Please return this form to Nickie Gormley, Building and Safety Department only fter approval. Contact applicant for resolution of conditions preventing or delaying approval. Project: .4,667 S.F. FIRST BANK 46-100Washington Street Applicant Contact: Jim McCoy (760)341-7000 Application ' n 0$129/00 Date Communit Development Department ,_G .Christine di Iorio, Planning Manager Date Public Works Department Steve Speer, Senior Engineer Date.' Building and Safety Department Greg Butler, Buil(Eng and Safety Department Manager Date Health Department �— Date �— Fire Department . Date Schools Fees Paid Date ii ✓ _ COMMUNITY EVELOPMENT UBLIC WORKS FILE COPY City of La Quinta Developers Project Approval Form Prior to the issuance of Building. Permits for the project listed below, the following Departmental clearances must be obtained. - Please return this, form to Nickie Gormley, Building and Safety Department onl�fter approval. Contact -applicant for resolution of conditions preventing or k . delaying approval Project: 4,667 S.F. FIRST BANK 46-100Washington Street Applicant Contact: Jim McCoy (760)341-7.000 r Application / Circulation Date: 08/29/00 Date. Community Development Department ------------- Christine di Iorio, j Planning Manager Public Works Depa ment .f teve Speer, Senior, ngineer. Building and Saf�ty Department Greg Butler,, Building and Safety Department Manager Health Department Date Fire Department Date Schools Fees Paid Date r `Vytl }y`yP`t 1 JAMES O. WALLACE AVCLA OI Commissioner Meclor or Weights & Measues DATE L DEVELOPER'S NAME: } OFFICE OF THE AGRICULTURAL COMMISSIONER P.O. BOX 1089 RIVERSIDE CA 92502.1089 PHONE (909) 955.3000 FAX(909)*955.3012 ' CASE No Jsc;!W .0-P Alp- C_ WEIGHTS & MEASURES P.O.. BOX 1480 RNERSIDE, CA 92502.1480 PHONE (909) 955-3030 FAX (909) 276-4728 . ADDRESS: i a0 TELEPHONE: � -7L�4� .J � Y— � -z- Dear Developer: "� l Certain plant nlateridl noted on your landscal>ing plans. are in violation .of quarantines governing the Coachella Valley, Rl.verslcle County.. Since the noted pflant materinl conceivably carries insects or diseases that would devastate the Coachella Valley's citrus, (late, grape, vegetable or field crop industry, the following plant materlal IS DI.'NIED WIRY: Common Name GenusS _L_Species 2. 3.. INCLUDdNG ANY ADPL ANCI: ASS(CIA'1'!?1) Willi THE ABO VIi. e�-�strl�si t o -t e=d� orr—y.lr-r=1=a r1Js-c-o=�=1=r1 g--p=1=a ri-�s a>l�m=i�t t u i. I t -may be possible to receive the Agricultural Commissioner's approval on tile, above, if tate plant .material is, purchased from an approved nursery that meets the quarantin-e requlrlemerlts, or purchased from a non-quararltlrned area., JIIle- Agricultural Commilssioner's Office is willing to work with you on establishin that approval. gI Thank you for. your cooperation in protecting and preserving the Coachella Valley's pest -free environment. Agricultural Cornmi'�ssioiler' s Office Authority cited: Agricultural Codel 6301, 6,161,'6162, 6164, 650.176.524. ' cc: Indlo.& Riverfside Office Coachella 'Valley I (strict Office; 82-675.Highway 11,1,. Rm.14, Indio, CA' 92201 ( 760)863-8291 i. r JUN -30-.2000 04; 15 PM :=YOUNG ENGINEERING 760 342 61'64-_'' `. - + P, 02• .f • ` YOUNG ENGINEERING SERVICES 47-159 Youngs Lane, Indio, Ca. 92201 (760)342-9214 (760)342-6164 { June 30, 2000' Tom Hartung { Building'Official F s + City'of La Quinta _ Re: I'" Bank; La 4iiinia, California' ' Dear Tom, We have reviewed the truss calculations provided by Spates Fabricators for the above-mentioned project and find them to be in general conformance with our design intent_ If you have any questions please call.-: Sincerely okOFESV = Jeffrey B. Young S.E. ♦ AFP 1'QG �` No.4 ��22 � \ • � �; y OP C , ,.. • fes•. r f ' "- ♦- +t' * . ; r _+ M1 + t•. } lie TIP DEVELOPMENT Y - . • • � � : , MEMO � ` • • _ r TO: WALTER BRANDES ; RIVERSIDE COUNTY FIRE DEPARTMENT T FROM: DONALD RICH , CONTRACT ADMINISTRATOR , RE: .1ST BANK r . 46-100 HWY.111 r LA QUINTA, CA a' a DATE:' SEPTEMBER 28, 2000 _ fti Enclosed please find hardware; and cut sheets for rear door "-P" and front electric door "A". Door "B" is employee access and is operated 6y a remote key box with electric `circuit to an electric strike that disengages to allow access. - Please advise if additional inforinatiori is required. ` cc: Dave Smoley T Parin Columna �� ' r OF RIVERSIDE DEPARTMENT OF - t f IRE _PROTECTiG SU Ct" • ' " �f %pc�lLlufC Q� . j • - � _ ' � Casa :. • 78-600 Hwy 111 • La Quinta, CA 92253 • Telephone (760) 771-3345 • Fax (760) 771-4431 Hotel Resources Group 134 W. South Street Collierville, TN 38017 Phone (901) 854-6607 Fax (901) 854-6608 TO: DONALD RICH (760-771-5976) FROM ROGER BRIGMAN RE: IST BANK PROJECT.(ADDENDUM .# 1) DATE 9-28-00 DOOR P HALLWAY TO EXTERIOR_ LH 3/0 X 8/0 1-3/4 MD X MF 6-3/4 WALL WITH WOOD STUDS ANCHORS SET#8 2 PR HINGES BB 1279 4-1/2 X 4-1/2 US26D NRP 1 EA.EXIT DEVICE 9300 YR08 SNB 32D 1' EA. MORTISE CLINDER 1 EA.DOOR CLOSER 641 DSPA COV SN1 AL I EA. KICK PLATE 8' X 34" X 32D .1 EA. THRESHOLD 171A-36- 1 EA. DOOR SWEEP 307AV36 1 EA. WEATHERSTRIP S88D20 1 EA. CRASH STOP 1158-25-1/2" DONALD, PARIN CALLED AND ASK MY OPINION ABOUT THE HARDWARE THAT .WAS SPEC. ON THE "P' EXIT DOOR OUT OF THE FLANK. I THINK USING AN EXIT DEVICE WOULD BE THE CORRECT HARDWARE. IF YOU DON'T WANT TO USE EXIT DEVICE THEN USE. A MORTISE LOCKSET WITH DEADBOLT. THE LATCHBOLT. AND DEADBOLT RETRACT BY THE LEVER HANDLE. LET ME KNOW THANKS, ROGER tyUl-U74-Wd 1-471 Y.UU41UUi To order Falc Lock locksets, please consult page 1v for ordering informa- tion and assistance. IN B511 a 85870 491P Entry/Office Loch Tu ' ush button lodci g. Pushing and tuming button locks F109-2 outside lever requiring use of key until button is manually unlocked. Push buttal locking. Pushing button locks I Old Old # 8141 p Passe e/closet Latch t Latch bolt by levers a all times. F75-2 a Patio/inner Office Lo 6201 Deadlocking latch bo by levers. Outside lever locked by push button in inside ever. Rotating inside lever or closing door releases button. F77-2 6371 O D Store Door Lock Deadlocking latch bot by levers. Key in either lever F91-2 locks/unlocks both le is. D 84510 Hotel/motel tock Outside lever fixed. Er rance by key only. Push button in inside lever activates sual occupancy indicator, allowing only emergency maste key to operate. Rotation of inside . spanner button provid lockout feature by keeping indicator projected. Spanner Ke No. 030018-000-30. F93-2 B511 a 85870 491P Entry/Office Loch Tu ' ush button lodci g. Pushing and tuming button locks F109-2 outside lever requiring use of key until button is manually unlocked. Push buttal locking. Pushing button locks I Old Old # outside lever until unlocked b key or by rotating inside lever. Inside F81 -2 lever always free. Dea locking latch bolt F82-2 Storeroom tock Deadlocking latch bollby lever Inside or key outside. F86-2 Outside lever is rigid. I side lever al*ays free. A, 15,M/ D 0 P, C, LIN orM MM-nuit:L KC"UtWt) UKUUr I ou I V-Pf WVQV 'Fa ! . Lo-.kc�n B.Se'ri.es Gra.de.2 CYR d CONSTRUCTION FEATURES TRIM: Roses are 3'1=" diameter, heavy wrought brass locks are non -handed.' or bronze, installed over steel rose inserts which 'A• bolt projection. UL listed: latches have are through -bolted through door. Levers are self-adjusting fronts to accommodate pressure cast (solid levers -no inserts) material beveled or Hot doors. 2'/.' bocksei with finished to mach mating parts. ATTACHMENT. Lock chassis secured to door by two screws backset with 2'/4° x 1'/6" latchfoces. Dead which pass though a steel rose insert inside and locking latches hove a solid round bar stock thread directly into the outer rose'mounting DL bar — prevonfing latch jamming and/or assembly. . MECHANISM: Parts constructed of brass or cold formed steel, 4'/e' x VA".ASA strike No. 005164-000 zinc plated and dichromated for. rust resistance. with curved lip to meet ANSI A115.2 door Springs are stainless steel RACKSET: 21/4' standard. 2'/e°, 314" and 5" also configurations available. available. DESIGNS, F. NCTIONS AND F NISHES DESIG S: -DANE QUANTUM FUNCTION: The Falcon 8 Series is available in a wide range of functions. including Passage, Closet, Exit Patio, Privacy, Store Door, Communicating, Hotel/Motel, Entry, Office, Classroom and. . Storeroom. Dummy trim is also available. FINISHES: 605, 606, 612, 6.13, 625 and 626 are available. DOOR THICKNESS:' 1'/0' to 2' standard. HANDING: locks are non -handed.' LATCHES: 'A• bolt projection. UL listed: latches have self-adjusting fronts to accommodate beveled or Hot doors. 2'/.' bocksei with 2'/4" x I " latchfaces. 21h', 3'/4" and S"' y� backset with 2'/4° x 1'/6" latchfoces. Dead locking latches hove a solid round bar stock DL bar — prevonfing latch jamming and/or lock outs. ' STRIKES: 4'/e' x VA".ASA strike No. 005164-000 with curved lip to meet ANSI A115.2 door Frame preparation standard. Other sizes and configurations available. CYLINDERS: 'G" keyway standard with standard cylinder. "A" keyway stondord with interchangeable core., CERTIFICATIONS • The Falcon 8 Series conforms to ANSI A1S6.2-1996 Series 4000, Grade 2 specifications. UL listed for l lh hour 8 label fie doors. • All 8 Series locksets and latchsets comply with ADA requirements and Title 19 California State Fire Marshal Code. 3 FORM NO. 0264 14AS) OF31W LOtk 1596 Aug' -09-00 09_34A VANN ENGINEERING 760 432-9854 P.01 Do rq IoF3 Q oT � Elkax No Lead Water Fountains: Dti`"' �•'`� ¢��`�`� ~ Barrier -Free SwirlFlo Single -Level and Two -Level ("T" caa L� EDFP•117-C mrim IMIM LW 9 ADA Compliant' TWO-LEVEL WHEELCHAIR ACCESS DRINKING FOUNTAINS Fully exposed 2 -in -1 wheelchair fountain. Standard Features • Water system j= of lead -containing brass parts. • One fountain is positioned at conventional height, the other lower for wheelchair convenience. • Contoured basin recessed into support arm. Installation —Dual fountains are mounted on a 171/2° x 35' satin finish stainless steel wall plate. Color — Stainless Steel polished to satin finish, with high -shine outer edge. Bronzetone (at additional cos). z- N• -.�i, ,.• t OFmmI txa fSti mnl�nu ,re a� z It7 IP r hint — ;/T —Wrenn �— r stttwr �WxtF BY OTMM sHnt Model Wall Plate Left Fountain Prof"e�c�ts from Right Fowitain Projects from Color Ship Wt. Number Height Length Width Length Width Wall Length Width Wall Option Lbs. EDFP-117-C 171/2 35 1/2 14 Dia. 18 18 112 14 Dia. 141/2 15 Stainless 71 EDFP-117-BC: 17112 35 1/2 14 Dia. 16 181/2 14 Dia. 141/2 15 Bronzetone 71 -ADA compliant only when installed in a recess w with right and It11 wing walls. SINGLE .LEVEL WHEELCHAIR ACCESS DRINKING FOUNTAINS —� Wall mounted, fully exposed fountain is easy to operate. Standard Features • Water system fry of lead -containing brass parts. r—ro„� �'a�.o� Provideseas access a physically ones .R" c by P Ys Y :person. 1 tion—Stain les$steelfountain EDFP-114-C Includes wa mountln Fountain Protects from Bubbler or Number ADA Compliant* Color — Availabe ' essSteel .polished to a satin f�i ys . I high s uter edge. Br tine (at additional cos). Control EDFPW�-144C 12 12 S/8 14 Dia. 18 185/8 Pushbar Stainless ED1`PW114-SC 12 12 5/8 14 Dia. 18 185/8 Pushbar Bronzetone for ModelFountain Projects from Bubbler Number Height Width Wall Control tion EDi.P-114-C 14 Diameter 18 18 Pushbar stain E - 14 -BC 14 Diameter 18 18 Pushbar Bronzetone 'ADA compliant only when installed in a recess of with tight and left wing walls EDFPW-114-C 400m 'a NANO ADA Compliant' SINGLE -LEVEL WHEELCHAIR ACCESS DRINKING FOUNTAIN WITH WALL PLATE Same as single -level wheelchair drinking fountain (above) but includes attractive protective wall plate. Standard Features' • >.ystem-..oflead-containinFlexty bubbler.ConIzesplashing.Vanfront pushbarwithrs to aid vi impaired.All NSI standards an allcodes. Color— Available in Stainless Steel polishe to a satin finish, high shine outer edge. Bronzetone (at additional cost). Model Wall Plate Fountain Protects from Bubbler or Number Height Length Width Length Width Wa11 Control EDFPW�-144C 12 12 S/8 14 Dia. 18 185/8 Pushbar Stainless ED1`PW114-SC 12 12 5/8 14 Dia. 18 185/8 Pushbar Bronzetone 'ADA cwnplian, unly when installed in arecess of with right and left wing walls. 32 Ship. Wt. 22.5 22.5 4ill I w'Nw rnr wnuw WE= Ship Wt./ 26.5 Aug -09-00 09.35A VANN ENGINEERING 10 E9kay Package dater Chillers-CReimnote Chille Any Drinking Fountain into a EFS -1 42 are. caw 11.11, w. ! �a•a oaa'�awm •� 000 '�� memrs IbUIL91 760 432-9854 invert Cooler P-02 WATER CHILLERS Compact, highly cfficient electric water chiller units arc dcsignedfor use with any drinking fountain. Connects to bubbler or glass filler, converting a fountain into a water cooler. Installs directly under fountain, o'= located in a service area to serve iron one to three remote.outlets. • Complies with the lead-free definition,in the Safe Drinking Water Act of 1986 and Lead Contamination Control Act of 1988. • Uses HFC -134a refrigerant except for ER -1.9, ER -30, ERW-20 and ERW-32 which do not use ozone depleting refrigerants. • Galvanized steel cabinet. • Hermetically sealed compressor. Model. Full Load Comet. ShiF Weight Number Capacity Amps Watts H.P. Pounds ERS-/• 1:5 1.8 140 1/15 35 ER -2 2.5 2.4 170 120 48 ER -5 S.7 4.1 320 1/S 72 ERC -8 8.0 5.2 400 16 56 ER -10 9.6 5.8 490 1/4 73 ER -19 19.0 9.0 800 3/4 100 ER -301 28.0 12.8 1360 1 121 ERW-20. 119.5 7.5 740 3/4 100 ERW-32••t31.9 10.5 1 100 1 120 .All Stain)ty, 5trt l wAe y. tNor ARI rated or Underwriters Laboratories listed. • •water cooled W, Multiple -Outlet capacities Water chiller capacityy to provide 507 drinking water V4 is based on adequately insulated water supply lines and stations positioned no farther than. 15 eet frum chiller. Model Service CRS -1,' ER -2• 1 station LK -5.' ERE -81 I station ER -10 2 stations ER -19, ERW-20 3 stations Eft -30, ERW-32 3 stations 1 •Small capacity chiller, designed for domestic or small office use. ±< rttctwy to all ~ >f'0� UN• A ••t Sclwots,:Ofbitces Convert existing wall foundations. into refrigerated water coolers by installing the compact chiller within, or behind, building walls. Factories Save floor space and protect water chiller ,•, „.. from damage by installing chiller overhead and out of the way. Businesses Recommended for photo -processing medical or experimental laboratories. Also an ideal 1 under -counter pre -cooler for beverage dispensing. Model Number ER -5 Oman"w RM aN" ER -10 Overall Size' A B C D 22191/2 7 7/8 61/4 1S59mm) (495mtn) (?Mmm) (159mm) 22 191/2 77/9 61/4 (5S9mm) 14vSmm) (200mm) (1 s9mm) 101/8. 7 (257mm) (178mm) 101/8 7 U57mmP (t Tamm) ER -19 253/4 23 li (6S4mm) (584mm) II ERW-20 253/4 21.3/8 (654 n.) (5431nm) •f— ® 'Refry to Rough in Drawing fnr FRA. 101/8. 7 (257mm) (178mm) 101/8 7 U57mmP (t Tamm) Au909-00 09e'35A VANN. ENGINEERING - 760 432Z 9554. P _'03 ' K jr 1 L + ' - ERW-32 LOUVERED GRILLES Model Sh;pp. Overall size -Ventilating louvered grilles for use with remote Number Wt. Lbs. 'afeifi66alth width Finish chillers are available to polished stainless steel or steel with base coat primer. , EC. -t• 8 28 21 112 Type 102, Stainlm, L rEG-2 8 28 21: 1/2 Prime Painted Steel i—r a EG -3 + to 2612 26 112 Prime Painted Steel LvLA V P -11f G �� •Alw available in$ronzetone. •A ' t ti LL BEZEL . Mode o. RP -2130 r Accesso all bezel designed for users who are • " ' - remodeling meet ADA requirements. Wall bezel Will cover waiNpirface imperfections left when r' replacing water er models HEW, EWA, EWCA, k EBF and EBFS with A compliant models IBFA, r EBFSA. LISEA and LI RP -2130 r . s POST -MOUNT SI IELVES i BRACKETS' Description Post -Mount • Easy -to install welded angle brackets ounfon,post, Model Ship. Wt. Overall Size .Streiffor Use with • beam, column or wall. Designed to hof mote Number lhs- Length Width Chiller Model Nos. chillers. One-piece, raised edge shelf. Fabr ted of PM -3r l 20 11 ER -S, txa0, 8 heavy<iuty painted steel ;. PM 4 16 23 1/2 13 ER=19, -20' - PM_3 - 1 NO LEAD GLASS FILLERS Model LK-1ell4 Model No. LK -1110 Chrome -pp -down glass filler. Overall Chrome -plated, push -fever glass filler, Overall height height, 10 inc :Uses no lead -r ont5ining,material3. ' 10 inches. Uses no lead-containingmaterials. Note: When ' r pressurecooiei, filler LK -T 114 Ncxe: when ordered with pressure cooler, class filler LK -1110 includes f y instil Iumbirlg. LK -.I 114 ordered with includes factory-in!oalltd plumbing,. LK -11. f0 ordermt-with fountai Iudes'nipppplea nut water supply plumbing „ fountain end nipp�plIe and locknut water supply plumbing not udcsf (lurnahed by of r a not irrdudrxl t(wnisfud by others). oriel No. LK -109A , Cup and carafe filler for semi-rec ed water cooter only. Factory installed, Uses no lea taining 4 f materials. d i . Note: When ordered with pressun• rwlet,ass fit K-1 o9A ` Bl LK. 1114 LK -1110 LK -109A is furnished completely installed. LK -109A ordered vvi • fountain inch supply tube. BUBBLERS,Push-button, self -dosing bubblerwith pressure' Model No. LK -142 regulator. Approved mouth guard. Removable cartridge for easy servicing. Requires 3/4 -inch r diameter hole; 318 -inch I:: Connections. Uses ' no lead -containing materials. Ship wt. 2 1/2 lbs: "Fie ' at & Color Accessories - L 42 Our Flexr-C,uartia bubbler can now be ortiered'in' four new color options. Add code to cooler model • number LK -152. Charcoal Cray (CG), Tan (TN), Brown (BR) and Gray Beige (GB)_ Example: LK - 152 -CG. Sold separatelyanedare not factory 4� installed. For rise only on post lead free confers. • * + '. Char vat Gray Tari grown Gray Beige , • - , 43 s WLA QUINTA- r `AFM `o FB ILDING & SAFETY DEPARTMENT - 1 �2D�Q 777-7012 RC1 INSPECTION REQUEST LINE NciE IDES -7153 Owner FI SERT CITIES DEVELOPMENT ContractorCITIES DFT,OPMFNT Permit Number 0007-002 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 46-100 WASHINGTON STREET COMMERCIAL, BUILDING - IST BANK- 4632 SQFT & COVERED PATIO 193 SQ FT TYPE OF INSPECTION DATE INSP. , FOUNDATION & SETBACK FOOTING STEEL MAIN GROUND SYSTEM GROUND'PLUMBING PRE-GUNITE DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED ` CONCRETE SLAB JOISTS & GIRDERS ELECTRICAL GROUNDWORK . DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED >j - ROUGH ELECTRIC ROUGH PLUMBING ; ROUGH GAS & GAS TEST HEATING & VENT -A/C FIREPLACE _ ROOF I BOND BEAM O.K. TO WRAP GROUT ❑ 4' ❑ 8' FRAMING 2 MAI a ATinti i.rlI COVER NO WORK'UNTIL ABOVE HAS BEEN SIGNED . DRYWALL INTERIOR .Q j EXTERIOR LATH POOL PRE PLASTER L FENCE & GATE " SEWER SEPTIC.TANK 44 FINALS ELECTRICAL PLUMBING FINAL GAS TEST HEATING - A/C HOUSE NUMBERS JOB COMPLETED Z6 U( TEMP POWER ABOVE APPROVALS DO MOT INCLUDE RIGHT TO TURN ON UTILITIES Obi OCCUPY BUILDING f 30 DAY -TEMPORARY CERTIFICATE OF OCCUPANCY ■ ■3 Ce'r*u fica to of '0ccupan'cY�' -�-- a�. Cit of La .Quanta r . . Y lr Building -and Safety -Department eFMoF ti This Certificate. issued pursuant to the requirements of Section '109 of the Uniform Bui/ding Code, certifying that, at. the time of issuance, this structure, was in compliance., with the various ordinances , _of the City regulating building .construction or use. For the fof/owing: 'BUILDING ADDRESS:, - 46-100. WASHINGTOWST - r Use Classification: COMM Bldg. Permit No.: 0007=002 Occupancy `Group: B Typp of Construction: VN. Land Use Zone: ' CR a Owner of Building; DESERTCITIES DEVELOPMENT Address:. 78-600 HIGHWAY 11.1 4 City: LA-QUINTA CA 92253 By: KIRK KIRKLAND 7774.1 ". Date: 3-26-01 • Building Official POST IN A CONSPICUOUS PLACE Certificate of. Occupancy City o.f La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform , Bui/ding Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: t BUILDING ADDRESS: 46-100 WASHINGTON ST Use Classification: COMM 'Bldg. Permit No.: 0007-002 Occupancy Group: B Type of Construction': VN Land Use Zone: CR Owner of Building: DESERT. CITIES DEVELOPMENT Address: 78-600 HIGHWAY 11,111 City: LA QUINTA CA 92253 By: KIRK KIRKLAND Date: 4-016-01 Building Official POST IN A CONSPICUOUS PLACE !`7-20-00 ERI 12:12-PM MITCHELL PLUS Assoc. FAX:3037220851 PAGE 1 ' ♦fix ., �r�.. .. _. $.. ''P%f - • akin • : � .. ® ., � r i e ! it f. [ M 43 MITCHELL :, PLUS ASSOCIATES INC. ARCHITECTURE, FACILITY PLAIVNINC;, INTERIOR . DESIGN 'i�4 . ! ,!� T FA- MSIVMAAL , To: City Of LaQuinta Building Dept., Date: October 20, 2000 Attn:_ Greg Butler Fax: 760-777-7011 From: Jeff Pelaer... Job:" 0004 Re: 1 STBANK -- 46-100 Washington St,' Number of pages including this transmittal: 2' ! { Notes: Greg, attached sketch shows the area of concern. It isnot feasible to make the Cash F ! Vault Room 101 a a handicap accessible room due to the functions related to that room..The ; 1 cash vault itself is over 6' tall with a large heavy steel door that could never comply with ;, A ADA/CB.0 door opening requirements (force, height, latches & dials). While 1 have revised' Pk f the Night Deposit/Stor. Room 101, to comply w/ accessibility requirements, we do not see any r logical way to modify the Cash Vault Room and maintain functionality for both. spaces. Please review grid give me your opinion. Your time is much appreciated. Thanks. Jeff E Signed: Jeffrey Wla6z , !z • 1 ! Fay tF ifl 2680 18th STR.F,F.T, . SUITS 100, DENVER, COLORADO 80211 303-477-2770 FAX, 303-477-4750 ' ' p '714 co C-4 -fir) CA1STOTER SEWCIE C-4 CY N CY'N VMT15ULr= qvr CID H IA Q. fr, C. Q Fr, _iD F 1 ELLERL111- OCA54 - DEP051T VAULT C-4101 101A Ell F FE711 . ....... tea) c/�FLo'.d� J. . � . TITL.. . . E 24 Energy.Conservation' Standards C6mpliance Report (BUILDING ENVELOPE ONLY) 1 st BANK - LA QUINTA. ONE ELEVEN LA QUINTA CENTER LA. QUINTA June 20, 2000 Job .Number: 19355A Prepared For.- DESERT or.DESERT CITIES'DEVELOPMENT 78-600 HIGHWAY 111 - LA QUINTA, CA 92253 CITY OF LA Q U I N TA .771-5049. BUILDING & SAFETY DEPT. APPROV D FOR CONSTRUCTION DATE I By Madlin S. . ente . rises Catherine..M. Madlin, 'Certified. Energy Analyst Post Office Box 1443, ° Palm Springs, CA 92263 760-322-5004 / 323-3644 .(fax) E-mail:-CMadlin@aol.com Madlin s enterpnses Catherine M. Madlin, Certified'Energy Analyst v 760-322-5004 / 323-3644 (fax) ....... Title 24 Energy Conservation Standards Compliance Report This proposed project has been reviewed for compliance with the 1998 State of California Energy Conservation Standards, Title 24, by Madlin's Enterprises. The building design described in this compliance portfolio is in conformance with the standards as outlined in the attached compliance forms and documentation. r Date:. June 20, 2000. Job Number: 19355A Prepared For: DESERT CITIES DEVELOPMENT Project Name: 1st'BANK - LA QUINTA Project Location: ONE ELEVEN LA QUINTA CENTER - LA QUINTA Method of Compliance: ENERGYPRO CERTIFIED COMPUTER PROGRAM 1 Certified Energy An'a.ly,s-t Catherine M. Madlin IVR 98-90-544 � � R 98-90-144 CADEC Colifornlo Association of Duilding Energy Consultants Post Office Box 1443 V Paltm Springs, Ca 92263' CERTIFICATE OF COMPLIANCE Part 1 of ER1V-1 PROJECT NAME DATE 1 st Bank - La Quints 6/20/00 PROJECT ADDRESS One Eleven La Quinta Center La Quinta PRINCIPAL DESIGNER -ENVELOPE TELEPHONE Bu Id Desert Cities Development 771-5049 DOCUMENTATION AUTHOR TELEPHONE Madlln s Enterprises 760 324-1731>;E rarcer en>a ersc`' ... GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 4,616 sq.Ff. 15 BUILDING TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION E] ' ALTERATION Ej EXISTING + ADDITION METHOD OF ENVELOPE E] COMPONENT ® OVERALL ENVELOPE PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR SIGN E DATE Catherine M. Madlin The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construe on documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: ❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. F] I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SIGN TUR DATE LIC. # Desert Cities Develo ment ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. EnergyPro 2.1 By Energysoft User Number: 1069 Job Number: 19355A Page:1 of 12 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 - t PROJECT NAME 1st Bank - La (Juinta TE c�nnrnn OPAQUE SURFACES vi c vi v v # Surface Type Framing Type ` Area Solar Act. Gains U -Val. Azm. ,Tilt y/N Form 3 Reference Location /Comments 1 all ood 191 0.065 270 90 R-19 Wall .19.2x6.16 Restrooms 2 Wall Wood 150 0.065 0 90 X11 IR-19Wall W.19.2x6.16 Restrooms 3 Roof Wood 380 0.035 0 0 R-30 Roof R.30.2x12.16 Restrooms 4 Wall Wood 67 0.065 0 90 R-19 Wall .19.2x6.16 Electrical 5 Wall Wood 67 0.065 180 90 R-19 Wall .19.2x6.16 Electrical 6 Wall Wood 180 0.065 270 90 X11 JR-19Wall W.19.2x6.16 Electrical 7 Roof[Wood 98 0.035 0 0 R-30 Roof R.30.202.16 Electrical 8 Roof Wood 2,890 0.035 0. 0 X R-30 Roof R.30.2x12.16 Bank Main Office 9 Wall Wood . 42 .0.065 225 90 X R-19 Wall W.19.24.16 Bank Main Office 10 Wall ood 49 0.065 1 135 90 X R-19 all .19.2x6.16 Bank Main Office 11 Wall Wood 89 0.065 270 90 R-19 Wall .19.2x6.16 Bank Main Office 12 Wall Wood 319 0.065 180 90 X R-19 Wall .19.2x6.16 Bank Main Office 13 Wall Wood 277 0.065 0-90 X11 JR-19Wall .19.2x6.16 Bank Main Office 14 Roof Wood 595 0.035 0 0 R-30 Roof R.30.2x12.16 Bank Teller 15 Wall Wood 235 0.065 90 90 R-19 Wall W.19.24.16 Bank Teller 16 Wall Wood 193 1 0.065 0 90 X R-19 Wall .19.2x6.16 Bank Teller 17 Roof Wood 251 0.035 0 0 R-30 Roof R.30.202.16 Bank Vault 18 Wall None 50 0.690 225 90 8" Solid CMU Wall Bank Vault 19 Wall lNone 144 0.690 135 90 8" Solid CMU Wall Bank Vault "all one 192 0.690 180 90 8" Solid CMU Wall Bank Vault FENESTRATION SURFACES # - Type Area U -Val. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 48 0.850 135 0.70 Double Mtl Uncoated Default Bank Main Office 2 Window 24 0.850 135 0.70 Double Mtl Uncoated Default 3ank Main Office 3 Window 23. 0.720 135 0.73 Double Mtl Uncoated Default Bank Main Office 4 Window 0 0.720 270 0.73 Double Mtl Uncoated Default ank Main Office 5 Window 135 0.720 180 0.73 Double Mtl Uncoated Default ank Main Office 6 Window 130 0.720 0 0.73 Double Mtl Uncoated Default ank Main Office 7 Window 146' 0.720 90 0.73 Double Mtl Uncoated Default ank Teller Iffice 8 Window 112 0.720 0 0.73 Double Mtl Uncoated Default ank Teller 9 Window 54 0.720 180 0.73 Double Mtl Uncoated Default r 10 lWindow 68, 0.720 270 0.73 Double Mtl Uncoated Default Office 11 Window 36 0.720 270 0.73. Double Mtl Uncoated Default Breakroorn EXTERIOR SHADING # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. Hat. 1 None 0.76 8.0 6.0 6.0' 3.0 6.0 6.0 2 None 0.76 8.0 3.0 6.0. 3.0 6.0 6.0 3 None 0.76 8.0 3.0 6.0 3.0 6.0 6.0 4 None 0.76 4.5 29.0 6.0 3.0 6.0 6.0 5 None 0.76 4.5 29.0 6.0 3.0 6.0 6.0 6 None 0.76 4.5 29.0 6.0 3.0 6.0 6.0 7 None 0.76 -7.3 32.5 6.0 3.0 6.0 6.0 8 None 0.76 4.5 25.0' 6.0 •3.0 6.0 6.0 9 None 0.76 4.5 12.0 6.0 3.0 6.0 6.0 10 None 0.76 11.0 11.7- 6.0 3.0 6.0 6.0 11 None 0.76 6.0 6.0 6.0 3.0 6.0. 6.0 EnergyPro 2.1 By EnergySofl User Number: 1069 • Job Number: 19355A Page:2 of 12 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME 1 st Bank - La Quinta DATE 6/20/00 OPAQUE SURFACES Surface Framing # Type Type Area Solar Act. Gains U -Val. Azm. Tilt Y/N Form 3 Reference Location / Comments 21 Roof Wood 510 22 all —Wood 126 23 all Wood 73 0 0.035E7O 0.065 90 0.065 90 R-30 Roof R.30.2x12.16 R-19 Wall .19.2x6.16 R-19 Wall 19.2x6.16 Office Office Office 24 all Wood 39 25 Roof Wood 195 0.065 90 0.0350 R-19 Wall 19.2x6.16 R-30 Roof 13.30.202.16 Breakroom Breakroom FENESTRATION SURFACES # Type Act. Area U -Val. Azm. SHGC Glazing Type Location / Comments EXTERIOR SHADING # Exterior Shade Type Window SHGCJ Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. Hat. EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19355A Page:3 of 12 M OVERALL ENVELOPE METHOD Part 1 of 5 EIVV-2 PROJECT NAME DATE �stBan�k- La Quinta 6/20/00 WINDOW AREA TEST A. DISPLAY PERIMETER --�. ft X6= sf DISPLAY AREA B. GROSS EXTERIOR WALL AREA 3'259 sf X 0.40 =-1 30 sf 40% AREA C. GROSS EXTERIOR WALL AREA 3 259 Sf X 0.10 = MINIMUM 82 . sf STND. AREA D. ENTER LARGER OF A or B MAXIMUM 1 30� sf STND. AREA E. ENTER PROPOSED WINDOW AREA 77 sf PROPOSED AREA IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 5. 1. IF E GREATER THAN D: - WINDOW D. MAXIMUM STANDARD AREA E. PROPOSED WINDOW AREA ADJUSTMENT FACTOR` (IF E=0, THEN ENTER C) GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS. 2. IF LESS THAN C: WINDOW C. MAXIMUM STANDARD AREA - E: PROPOSED AREA ADJUSTMENT FACTOR (IF E=0, THEN ENTER 1) GO TO PART 5 TO CALCULATE ADJUSTED AREAS. LsKyuGHT ATRIUM HEIGHT 1 1 FT IF <= 55 )IF > 55', ALLOWED % = 5 ALLOWED % = 10 5% X 4,919 _ .246 ALLOWED % GR. ROOF AREA STANDARD SKYLIGHT AREA 01 PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 5. 'F 1. IF PROPOSED SKYLIGHT AREA > STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR GO TO PART 5 OF 5 TO CALCULATE ADJUSTED AREAS. EnergyPro 2.1 By EnergySofi User Number: 1069 Job Number: 19355A Page:4 of 12 OVERALL ENVELOPE METHOD Part 2 of 5 ENV -2 NAME 1 st Bank - L HEAT LOSS 0 ASSEMBLY NAME (e.g. Wall -1, Floor -1) Wall - W Wall - N Roof Wall - N Wall - S Wall - W Roof Roof Wall - SW Wall - SE Entry Door. Single Door Window Wall - W Wall - S Windows Wall - N Windows Roof Wall - E Window Wall - N Windows Roof Wall - SW Wall - SE Wall - E Roof Wall - S Windows (DATE II 6/20/00 0 FDJ FE] n n 7 PROPOSED AREA HEAT CAPACITY U -VALUE TABLE VALUES UA (B X D) Y N 191 3.23 0.065 NI ❑ 12.5 150 3.23 0.065 N ❑ 9.8 380 2.73 0.035 0.057 ❑ 13.2 67 3.23 0.065 0.084 ❑ 49 67 3.23 0.065 a ❑ �44 1801 3.23 0.065 0.72C ❑ 11.8 98 2.73 0.035 0.084 ❑ 3.4 2,890 2.73 0.035 ©❑ 23.2 100.4 42 3.23 0.065 ® ❑ 2.7 49 3.23 0.065 ®❑ 105.1 3.2 48 16.2 0.850 ❑ 0 40.8 24 14.3 0.850 ❑ 20.0 20.4 23 57.6 0.720 ❑ 76.8 16.3 89 3.23 0.065 X ❑ 5.8 319 3.23 0.065 a ❑ 20.9 135 0.720 ❑ 97.2 277 3.23 0.065 a ❑ 18.1 130 0.720 ❑ NI 93.9 595 2.73 0.035 [91 ❑ 20.7 235 3.23 0.065 X❑ ❑ 15.4 146 0.720 ❑ 105.1 193 3.23 0.065 ❑ 12.6 112 0.720 ❑ 0 80.9 251 2.73 0.035 0 ❑ 8.7 50 16.67 0.690 ❑ X❑ 34.5 144 16.67 0.690 ❑ [X] 99.3 192 16.67 0.690 ❑ IXI 132.4 510 2.73 0.035 ® ❑ 17.7 126 3.23 0.065 [ ❑ 8.2 54 0.720 ❑ 0 1 38.9 STANDARD AREA` (Adjusted) U -VALUE UA (F X G) 191 0.084 16.0 150 0.084 12.6 380 0.057 21.7 67 0.084 5.6 67 0.084 5.6 180 0.084 15.1 98 0.057 5.6 2,890 0.057 164.7 42 0.084 3.5 49 0.084 4.1 48 0.72C 34.6 24 0.72C 17.3 23 0.72C 16.3 89 0.081 7.5 319 0.084 26.8 135 0.720 97.2 277 0.084 23.2 130 0.720 93.9 595 0.057 33.9 235 0.084 19.7 146 0.720 105.1 193 0.084 16.2 1121 0.720 80.9 251 0.057 14.3 50 0.400 20.0 144 0.400 57.6 192 0.400 76.8 510 0.057 29.1 126 0.08 10.6 54 0.720 38.9 If Window and/or Skylight Area Adjustment is Required, Column E shall be 1,054 This Page Total 1,075 use Adjusted Areas from Part 5 of 5. no greater than Column H 1.1 Building Total 1 170 2.1 By EnergySoft User Number: 1069 Job Number: 19355A Page:5 of 12 OVERALL ENVELOPE METHOD Part 2 of 5 ENV -2 PROJECT NAME " DATE —tst-Bank - La Morita OVERALL HEAT LOSS 6 0/0 ASSEMBLY NAME (e.g. Wall -1, Floor -1) Wall - W Window Wall - W Window Roof BI ICI ID E PROPOSED AREA HEAT CAPACITY U -VALUE TABLE VALUES UA (B X D) y N 73 3.23 0.065 0 ❑ 4,8 68 0.084 0.720 ❑ N 49.0 39 3.23 0.065 0 ❑ 2.6 36 0.720 ❑ 25.9 195 2.73 0.035 a ❑ 6.8 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El F ❑ El ❑❑ ❑❑ El 1:1 F1 0 E 1:1 F1 ❑❑ STANDARD AREA" (Adjusted) U -VALUE UA (F X G) 73 0.08. 6.1 68 0.72C 49.0 39 0.084 3.3 36 0.720 25.9 195 0.0571- 11.1 If Window and/or Skylight Area Adjustment is Required, Column E shall be 89 This Page Total 95 use Adjusted Areas from Part 5 of 5. no greater than Column H 1 143 Building Total 1 170 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19355A Page:6 of 12 OVERALL ENVELOPE METHOD Part 3 of 5 E(VV-2 PROJECT NAME 1st Bank - La uinta VERALL HEAT GAIN FROM CONDUCTION DATE 6/20/00 -- - - - - 0 oao a 0 0 0 0 0 PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAME HEAT U- VALUES GAINAREA« GAIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY VALUE Y N (BxCCxE) (Adjusted) U -VALUE TF (G Hxl Wall - W 191 55 3.23 0.065 IN ❑ 688 191 0.084 55 882 Nall - N 150 55 3.23 0.065 FX -1 ❑ 540 150 0.084 55 693 Roof 380 55 2.73 0.035 ❑ 726 380 0.057 55 1,191 Nall - N 67 55 3.23 0.065 ❑ 241 67 0.084 55 310 Wall - S 67 55 3.23 0.065 ❑ 241 67 0.084 55 310 Nall - W 180 55 3.23 0.065 X ❑ 1 648 180 0.084 55 832 Roof - 98 55 2.73 0.035 ® ❑ 187 98 0.057 55 307 Roof 2,890 55 2.73 0.035 ®❑ 5,520 2,890 0.0571 55 9,060 Wall - SW 42 55 3.23 0.065 ❑ 151 42 0.084 55 194 Wall - SE 49 55 3.23 0.065 ®❑ 178 49 0.084 55 228 Entry Door 48 55 0.850 ❑ 2,244 48 0.720 55 1,901 Sin le Door 24 55 0.850 ❑ X❑ 1,122 24 0.720 55 950 Window 23 55 0.720 ❑ a 8951 23 0.7201 55 895 Wall - W 89 55 3.23 0.065 a ❑ 320 89 0.084 55 411 Nall - S 319 55 3.23 0.065 X ❑ 1,148 319 0.084 55 1,474 Windows 135 55 0.720 ❑ R 5,346 135 0.720 55 5,346 Nall - N 277 55 3.23 0.065 Q ❑ 996 277 0.084 55 1,278 Windows 130155 0.720 [:1 a 5,164 130 0.720 55 5,164 Roof 595 55 2.73 0.035 ❑ 1,136 595 0.057 55 1,865 Nall - E 235 55 3.23 0.065 ❑ 846 235 0.084 55 1,086 Window 146 55 0.720 ❑ ❑X 5,782 1461 0.720 55 5,782 Wall - N 193 55 3.23 0.065 X❑ ❑ 693 193 0.084 55 890 Windows 112 55 0.720 ❑ ❑X 4,451 112 0.720 551 4,451 Roof 251 55 2.73 0.035 IN] ❑ 479 251 0.057 55 787 Wall - SW 50 43 16.67 0.690 ❑ X 1,483 501 0.400 43 860 Nall - SE 144 43 16.67 0.690 ❑ a 4,270 144 0.400 43 2,477 Nall - E 1921 43 16.67 0.690 ❑ 0 5,694 192 0.400 43 3.302 Roof 510 55 2.73 0.035 ®❑ 974 510 0.057 1,599 Nall - S 126 55 3.23 0.065 a ❑ 454 126 0.084 55 582 Windows 54 55 0.720 ❑ 2,138 54 0.720 55 2,138 If Window and/or Skylight Area Adjustment is Required, 54,756 This Page Total 57,245 use Adjusted Areas from Part 5 of 5. 59 650 Building Total 624 92 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19355A Page:7 of 12 OVERALL ENVELOPE METHOD Part 3 of 5 ENV -2 PROJECT NAME DATE 1st Bank - La Quinta 6/20/00 OVERALL HEAT GAIN FROM CONDUCTION - a o00 0 o a o❑ o PROPOSED STANDARD HEAT HEAT TABLE GAIN GAIN ASSEMBLY NAME HEAT U- VALUES- Q AREA" Q (e.g. Wall -1, Floor -1) AREA TF CAPACITY VALUE Y N BxCxE (Adjusted) U -VALUE TF GxHxl Nall - W 73 55 3.23 0.065 0 ❑ 263 73 0.084 55 337 Window 68 55 0.720 ❑ ❑X 2,693 68 0.720 55 2,693 Wall - W 39 55 3.23 0.065 ❑ 140 39 0.084 55 180 Window 36 55 0.720 ❑ 1,426 36 0.720 55 1,426 Roof 195 55 2.73 0.035 a ❑ 372 195 0.057 55 611 ❑ ❑ ❑ ❑. ❑ ❑ ❑ ❑ ❑ ❑ F ❑ 1:1 El 1-1 El El El El El El a❑ 1:1 El ❑❑ 0 E 1:1 El E] El If Window and/or Skylight Area Adjustment is Required, 4,894 This Page Total 5,247 use Adjusted Areas from Part 5 of 5. 59 650 Building Total 62 492 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19355A Page:8 of 19 OVERALL ENVELOPE METHOD Part 4 of 5 ENV -2 PROJECT NAME DATE 1 st Bank - La Quinta I 6/20/00 0 o E 0 00 0 0 o n n PROPOSED STANDARD WINDOW/SKYLIGHT NAME e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF HGC OVERHANG HEAT GAINHEAT Q (BxCxDxExH) AREA* (ADJUSTED) RSHG .* (or SHGC ) SF GAIN Q (BxJxKxL) H V HN OHF Ent Door E 1.08 48 123 0.70 6.0 11.0 0.55 0.43 1,919 48 0.50 123 3,188 Single Door E 1.08 2 123 0.70 93,9991 960 24 0.50 123 1,594 Window E 1.08 23 123 1 0.73 6.0 11.0 0.55 0.43 942 23 0.50 123 1.501 Windows S 1.12 135 123 0 71 R Q J 5_ DM D_44_ 5-974 135 0.50 123 9,299 Windows N 0.67 130 123 0.73 6.0 7.5 0.80 0.79 6,197 130 0.77 123 8.2751 Window E 1.08 146 123 1461 0.50 123 9,697 Windows N 0.67 112 123 1 0.73 6.0 7.5 0.80 0.79 5,342 112 0.77 123 7,132 Windows S 1.12 54 123 0.73 6.0 17.5 0.80 0 2,389 54 0.50 123 3,720 Window W 1.13 68 123 0.73 6.0 14.0 0.43 0.43 2,967 68 0.50 123 4.7261 Window 1.13 36 123 0.73 6.0 9.0 0 0.43 1.571 361 0.50 123 2,502 34,349 This Page Total 51,633 34,349 Building Total 51,633 "If Window and/or Skylight Area "*Only SHGC is Column I must be Total Heat Gain From Conduction Adjustment is Required, use used for Skylights less than column M 59,650 (From Part 3) 62,49 Adjusted Areas from Part Total Heat Gain 93,9991 114125 EnergyPro 2.1 By EnergyPro User Number: 1069 Job Number: 19355A Page:9 of 12 5 of 5. OVERALL ENVELOPE METHOD Part 5 of 5 ENV -2 r OJECT NAME DATE 1st Bank - La Quinta 6/20/00 WINDOW AREA ADJUSTMENT CALCULATIONS FRICHECK IF NOT APPLICABLE (See Part 1 of 5.) ORIENTATION NWINDOW GROSS AREA SKYLIGHT AREA ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (D X E) ADJUSTED WALL AREA B - (F + C) WALL NAME (e.g. Wall -1, Wall -2) GROSS AREA DOOR AREA WINDOW AREA LN I E I S IVlr ❑❑❑El ❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑ ❑❑❑` ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑o❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑ El. ❑o N/A TOTALS N/A CHECK IF NOT APPLICABLE (See Part 1 of 5.) - a ROOF NAME (e.g. Roof -1, Roof -2) TOTALS EnergyPro 2.1 By EnergySoR User Number 1069 Job Number: 19355A Page:10 & 12 o n n �B SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (C X D) ADJUSTED ROOF AREA (B - E) GROSS AREA SKYLIGHT AREA N/A PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE PROJECT 1 st Bank - La Quinta 6/20/00 COMPONENT DESCRIPTION D EE ASSEMBLY NAME g-- Solid CMU Wall -HEAT ASSEMBLY Floor THICK- NESS (in.) CAVITY R -VALUE (Rc) TYPE WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) W (check one) X Wall OUTSIDE SURFACE AIR FILM p W Ceiling / Roof FN, � p FRAMING MATERIAL None 1 � O Z — FRAMING % o �o 83.33 0.20 16.67 Framing 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Cell.) CONSTRUCTION COMPONENTS D EE R -VALUE -HEAT CAPACITY (Optional) THICK- NESS (in.) CAVITY R -VALUE (Rc) I WOOD FRAME R -VALUE WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-so DESCRIPTION FRAMING OUTSIDE SURFACE AIR FILM ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ — 0.170 — — — 1 Conc Block, Normal Weight, Conc Filled 8.000 0.600 83.33 0.20 16.67 2 3 4 5 6 7 8 9 "NOTE: INSIDE SURFACE AIR FILM — 0,680 1.45 RC framing include f the effects — — — Weight and Specific Heat values for materials penetrated SUBTOTA by wood 83.3 TOTAL HC members. 16.7 of the framing D X I -::]] + X ] 1 / Rc 1 - (Fr% / 100) 1 I Rf Fr% / 100 ASSEMBLY U -VALUE COMMENTS EnergyPro 2.1 By EnregySoft User Number: 1069 Job Number: 19355A Page:11 of 12 r ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE 1 St Bank - La Quints 6/20/00 DESCRIPTION Desi mer Enforcement FX]§ 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. a § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating ; and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. ' r X❑ § 117(a) All Exterior Joints and openings in the building that are observable sources of air , leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. 0 § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped"(except for unframed glass doors and fire doors). ® § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. X § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed.R-value of no less than R-11 between framing members.. EnergyPr o" 2.1 By EnergySoft User Number: 1069 Job Number: 19355A Paige: 12 of 12. .