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0209-121 (OFC)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of I Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Q Professionals Code, and my License is in -full force and effect. License # Lic. Class Exp. Date i w7' L_e8J7 B ,,,,,„l11.30/0: Date e'I��°�••� Signature of+Contract or,,�;-✓',ter-� � N �^°-•.'t i OWNER -BUILDER DECLARATION 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). ( ) .1, as owner of the property, am exclusively contracting with licensed contractors to construgt 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 STfi.IfF, El)pt0 Policy No. 4fa1VA,N1012b ` (This section need, not be completed if the permit valuation is for $100.00 or less). (') (.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 provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions ,,,,N� ,Date: 7_// jifi� 4 Applicant ,r�iX .rt dr / , ,.. •a Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. •. ;F IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. . 1. Each person upon whose behalf this application -is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property `for inspection purposes. �d •Signature-(Owner/Agent)' -•�f a �'3 �'1� _11 ""� Date BUILDING PERMIT PERMIT/i DATE �Ttd VALUATION y� ,ryI�,D`�b LOT TRACT .€+r,a�1 ��►�1F•�f�e\ilia' �r},� riVi 298189 JOB SITE ADDRESS s�PJ^+S�B-54W.A-r,S:�S� NG,T Y..67 VREXT APN 1 .`' l iJ— l ,. 1.• OWNER CONTRACTOR/DESIGNER/ENGINEER PA.i.1?i1 Tip1.£ir�� T C✓A 02 63 vjk—av5,Didiim r ("A 92211 060)345-2626 C.`Kif 308Y USE OF PERMIT j 0M. 4500 rq.1, 2 S`f'f;JRY" Office WI&% 1122 cq,� (,%iYi"rBt'E.' 'Wa% Umft, 'T? Ooe. T"o VV V Cox -it PA . RUC'Ei' 4, NO FfHA):,, T.WSPE.a°;>'1 ION Irlu, Iu3 of miw P..0R2Zf'h1M1 T 13 '1=0R33ED P0P4 31f?,A.-T1O 1,322,00 P X�,St5a ,g0�/9� '_ asp ATtai}ti�/i�.i� �r$�qy qty � �Ti7 �? ••, 6n�,�57�dY97j�.F:�ia Fs'7,JJ �1JU�Ib'^3 hT� . L J `l At";'P 6eRliClit? °3' A%,t5sll,tiif I's �i1aM.+��~.1aO4!�'iy l�-Aa:w ��`' ��'�%i��%��.u� �✓i�.�.di4!-i.]Vi%{i PEVIAUAW {'� �}^M� 1. 90,9T]RU5,FYObY .f'.&I 10'1'°00o.4-.1.8'^.000 .. UK* PLAN CHECK VIM, 3fi1��4iJl�-��J••��5 X95. � »--si"sDpm %NJL?CNANjC1t`1i.,rime 'VP.00 RLEC'I"RDcv::r&.3s VEr 101-0004,10-W Y3 S142AI PLUMBING PEZ, T ROITO f t:D' I0N Yb', • COMM' 1.00-000-241-0 00 0R,A.L?D40I'•'Sa: T,1(:'1 -owl -42''3 -ti 0 WYELUPJ~R I4MPAC1,' ARS" 1;t31F'1,I18Gif.:,' .6') ACEZ COM? 2-10-000-445-000 �1,�Cu4•R� ZWOU0.1T AM PLAN CM: , ' FEB 19 2003.q:�p yet A� �a+ j q NOW rs !e .o Y.C<� �$'YS.'1 r �,3'}.. rU .d% 2 E N ,, f. YV FEU CITY OF LA CUINTA FINANCE DEPT. RECEIPT DATEyy�� p BYDAT F ED ISPE79A INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade &OW Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing p Compressor Insulation _6. O — Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath S% tel- Final Final POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Top Out. ��$ Plumbing Final Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Sewer Connection o Pool Cover Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: / — CTJ y �%Q�l s��'j[ 370.3 2 uAck- 31r9/a3 T �?EitiA'�b13 /1 �51� �� T/jr3 EIiA'1D2sGA{S �61d.3 Iz L v A To /L- F4/2-4 <reK,,>►%�8 � 6 a3 Final �� Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Nottage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power D/ /D Z Final Utility Notice (Perm) V7, awe--/y-�3�c wI 4 P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 Owner -� , -[- �. tlkno, aA- 0A, �``'�~' L^: BUILDING: TYPE'CONST._OCC. GRP. i- ✓ Mailing ` Address %" �00 KIM' ,=� AI, A.P. Number . - City_ Zip Tel. + YrAs„ - \- k -r C/� ��, Legal Description t�.nr_�-„ .y--,� .... Contractor Project Description J .1"�' t,� Address City .-�� Zip Tel. State Lic. City & Classif. 676'1> Lic. # Sq. Ft. No. No. Dw. \ Size �`),r.> Stories Units Arch., Engr., _/ Designer p New M Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address f Tel. 'Ginty -�� Zip State � 4 i��rA 1 ./�• n1 -:r �� Lic. #r _ 1rT�)N 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. 7031.5.8 usiness 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 (8500). FJ 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, Buisness and 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, provided that such improvements are not intended or offered for sale. If, however, the building orimprovement 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 I I, as owner -of the property, am exclusively contracting with licensed contractors to con- 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 such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 17 1 am exempt under Sec. B. & P.C. for this reason s Date Owner WORKERS' COMPENSATION DECLARATION Ihereby 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. ❑ 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 the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of s 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 Ihereby 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 it work thereunder is suspended for 180 days. I certify that I have read this application and slate 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 ZONE: BY: Minimum Setback Distances: Front Setback from Center Line L{^\4i/a/ i '•_ ]'_ Ant '__fKK.rl#rL Estimated Valuation Side Street Setback from Center Line PERMIT AMOUNT_, Plan Chk. Dep. FINAL DATE Plan Chk. Bal. Issued by: Const. Validated by: Mech. Electrical Plumbing S.M.I. Grading Driveway En . Infrastructu e F QU J TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Building q _ OJ' Address 1✓ Owner 1 r) Mailing 'Address 77 Cit Q Contract r Address 177 t-7-Qr TitivI44Q" P.O. BOX 1504 78-495 CALLE TAMPICO �j✓ f'1 LA QUINTA, CALIFORNIA 92253 Zip Tel. 91).2 A k 1 7, Tel. State Lic. I City & Classif. Lic. q Arch., Engr., Designer Address Tel. a'Zip State w I «_ 977 L -fn I Lic. #e- _ 14')M►'1 LICENSED CONTRACTOR'S DECLARATION I hereby affirm that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) o1 Division 3 of the Business and Professions Code, and my license is In full force and effect. SIQK TURF DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.Susiness and Professions Code: Any city or county which repuires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also rewires 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 (8500). 12 1, as owner of the properly, 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, Bulaness and 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, provided that such improvements are not intended or offered for sale. It, however, the building or improvement is sold within one year of completion, the owner-but/der will have the burden of proving that he did not build or improve for the purpose of sale.) I I I, as owner of the property, am exclusively contracting with licensed contractors to con- 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 such projects with a contrac(or(s) licensed pursuant to the Contractor's License Law.) 0 1 am exempt under Seo. B. & P.C. for this reason Date I QAwner 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 fl 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 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 Californta. 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 whan'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. I agree to comply with.,Pll 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 - Mail ing ateMailing Address City, State, Zip oz�5 1 Ll APPLICATION ONLY BUILDING: TYPE'CjO�NST._ OCC. GRP. 2� A.P. Number f/1TE'! -0ZP_0�� 0�� neln•_T Legal Description L.oc.-�w,- Q$$9 Project Description JC,yl�C J su.FT`—��r•�•�.✓ Sq. Ft.No. No. Dw. Size 5j�%S Stories Units New V Add ❑ Alter ❑ Repair ❑ Demolition ❑ mateda/alluati PERMIT Plan Chk. Dep Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Ltne Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validatio E WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION CERTIFICATE OF'COMPLIANCE Desert Sands Unified School District z4�co t 47950 Dune Palms Road ` �•. Q BERMUDA DUNES r Date 2/18/03' } La Quinta, CA 92253 RIANDIAN WELLSE 760 771-8515 , . -; PALM DESERT � i No. 24146 ( ) .y> , LA QUINTAy tf jQ INDIO y� - .,, O - Owner La Quinta Developers,LLC APN # 643-020-012 . Address 77900 Avenue of the States _ �• `` Jurisdiction La Quinta City . La. Quinta Zip 92253 ' Permit # Tract # ' a. Study Area Type, Commercial No. of Units 1 ' Lot # . No. Street S.F. Lot # No. Street S.F. Unit 1 47050 Washington Street 4500 Unit 6 Unit 2 } Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 t t. 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 (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-namedowner 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 $0.34 X 4,500 S.F. ' or $1,630.00 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/1 st Bank -Mike Oliphant ;Check No. 66726 Name on the check Telephone r Funding Commercial By Dr. Doris Wilson r _ Superintendent - w Fee collected /exempted by Sharon MCGilvrey $1,530.00 F$0-00Payment Recd Over/Under �. � Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which 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. I • NOTICE: Thi's'Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting NOU-12.2002,TUE 10:15 AM OLIPHANT COMPANIES FAX`NO.'760 345-5501• P. 01/04 �.' 2 —314174 ®®2 ' 08/10/2002 08:00q Faa:4aid + • " • PsOa 1 of 3 Doc T TeX Paid e Reoordad in Official Records . FECORDZriG REQUESTED W: -`' county of Riverside *' Gary L. Oreo v -Clark 6 Rae Tiorder Title Company National _ °' • posaseor , County •Fidelit3� 1111111 ' Escrow Officer) IIIIIIII (Ms. Ca•.:.herisie Hammons , I IIIII Iilll Ilill 21.0 IIIIIIIII Illill .. Suite IIIII 74-785 !.,�ighway l it S IIII 92210 - Indian 'dells, CA .� • - AND, WHEN RECORDED, MAIL T0' « - ` r Mr. Wes Oliphant 77-900 .Avenue of the States .cs DE:Sert, CA 92211 M. a Kon nota+ c. p alar 1 MAIL T15X STATEMENTS TO •Same A Above _ - cap/ I,„, ruyvno NCMG F --` r GRANT DEED 1016 APN g['i3 643-020-012 pY'N 643-090-021 -� ---- --- ------------- ---TES 020-04 _----- --_ --- - - The undersigned Grantor declares DocumC!ntary transfer tax is City transfer tax is. ro arty conveyed, -.or (X) . computed' on full value of p p „ { c uted on full value less of iiens''and . ( c'mp at` time of -.sale. encumbrances remaining, City of La uinta ( ) U!':,incorporated, area; (X) �--^— recei t'of which is hereby . [.OR A VALUABLE CONSIDERATION, p on "Grantor") 4'ackno[.OR ed, LPP, INC.,.a•California co Corat, fornia Limited •hereby GATS to LA QUINTA DEVELOPERS, ro erty located Lil("Grantee,,) that certain real p p i ability Company ti.City of ny Quints, County of Riverside, State of alif�rnia, more particularly described on Exhibit,A attached C orated herein by reference as if fully set hereto and inaorp 4 J, L forth. IN WITNESS WHEREOF,'Grantor_has executed this Grant Deed as this 6th day of June; 2002. .• { ti. LPP , INC �.. f a California: corporation fi• By: MILLER NOV-12 2002 TUE 1016 AM• OLIPHANT COMPANIES 'FAX NO. 760 345 5501 P. 02/04 �gCKNOWLEDGMENT •_ k . •STATE OF CALIFORNIA ) SS • ,r COUNTY i ►F RIVERSIDE ., . - 1, lo - 200i, before, me, i no -on June Lo , •' ersonal y a Not�►ry Public in and for ;a�`county'andd perstate, known to me appeared i to be the person whose name is subscribed todtthewsamenlnnhis authorized,' acknowledged to me that he execute capacit:.y, and that, by his signature on the instrument, the of which he acted executed the person or entity on behalf instrument. WC:TN)~SS MY hand and•official seal. RchIN HARDING Notary Public d for ComuFluFon# 1Z43MSaid County and State ; NotQy I'UNIC - Conturao , RIvnIsFde County MVComTLEq* i' ° NOV?b.2Q03 A - `• `� µ " r 26rj2-'M41'4 Ge! I n!cfi92 62 • aqP ' -C 3 I` c 4 It I1 III II�� - ' � IIIIIIIIIIIIII I'I'IIIIII, �'IIIINiIIII "II�. :- ' - - ., r III NOV-12-2002 TUE 10:16 'AM OLIPHANT COMPANIES FAX N0, 760 345 .5501 -. _ ... 'LEGAL DESCRIPTION THE ITY or, Lh pINTA� COUNTY 08 THE LAND 'WERRED TO HEREIN I3 SITUATEDDESCIN R BEDAS FOLLOWS: RIVERSIDE „ STATE OF•CALIFORNIA, AND I . PARCEL 1; Parcels 3. and 4 of Parcel Map No..29889,.inFthe City of La Qni:at&, as shown y Map on file on Book 200; Pages'51 and 52 of b Parcel Maps, in the Office of the County Recorder of Riverside I County, California.:: a eeasements and Stm JECT'To all covenants, conditions, restrictions, ot:a.er rights affecting the subject'property, including without limitation that oeitain Declaration of Covenants, Conditions, inta gesional plaza .1trietions and Ease 0025 as Instrument Noof2002-037565, recorded January 23, ds of Riverside Gou»ty, California' Ofjcicial Recor PARCEL access, EE.sements for pingress and egress as-described'in the Restrictions and Easements' D.,claration of Covenants, Conditions, 2002, as for La Quinta Professional Plaza recorded January 23, Reeords Instrument No. 2002-037565, Official of Riverside County, California.. t EXHIBIT A TO GRANT` DEED,' • � - - , ��p2_?14174 • , `♦ III�II'II�I'III'IIIII�'I yrsi e�''��of. 3 '�dA • � :1111111111NIIINI1111111111111 ... 4 IRREVOCABLE EASEMENT AGREEMENT THIS IRREVOCABLE EASEMENT AGREEMENT ("Agreement") is made effective as of the Lf3day of .,Qv c,y 5�3— , 2003, by and between La Quinta Developers, LLC, a California limited liability company ("LQD"), as the owner of Parcels 3 and 4 referenced below, and Melvyn H. Rudman and Brenda H. Rudman, as Trustees of The Melvyn H. Rudman and Brenda H. Rudman Revocable Trust Dated August 27, 2002, executed by Melvyn H. Rudman and Brenda H. Rudman as Settlors and as original Trustees, as to an undivided one third (1/3) interest ("Rudman"), Jerry W. Smith, a single man, as to an undivided one third (1/3) interest ("Smith"), and Joan Hammond Rothermund Revocable Trust Dated September 27, 2000, Joan Hammond Rothermund Trustee as to an undivided one third (1/3) interest ("Rothermund"), all as tenants in common (collectively "THE OWNERS OF PARCEL 5"), with reference to the following: A. LQD is the owner in fee simple of Parcels 3 and 4 as shown on Parcel Map 29889 recorded in Book 200, pages 51 to 52, inclusive, of Maps, Records of Riverside County, California ("Parcel Map"), and Rudman, Smith and Rothermund as the owners in fee simple of Parcel 5 as shown on the Parcel Map. (All references herein to "Parcels" are to Parcels as numbered and shown on the Parcel Map.) B. The Parcel Map covers twelve parcels located in a commercial complex to be known as La Quinta Professional Plaza ("Project"). The Project is intended to be developed, operated and maintained in accordance with a Specific Plan approved by the City Council of the City of La Quinta, California on April 17, 2001, pursuant to Resolution Number 2001-049 ("Specific Plan"). The Project is subject to a Declaration of Covenants, Conditions and Restrictions recorded on January 23, 2002, as Instrument No. 2002-037565, Records of Riverside County, California ("Declaration"). C. LQD intends to construct a two story office building containing approximately 5,000 square feet on Parcel 3 ("Parcel 3 Building" or "Building 3") and a two story office building containing approximately 4,500 square feet on Parcel 4 ("Parcel 4 Building" or "Building 4"), and Rudman, Smith and Rothermund intend to construct a two story office building containing approximately 5,000 square feet on Parcel 5 ("Parcel 5 Building" or "Building 5"). A site plan showing the location of Parcels 3, 4 and 5 and their relationship to each other is attached hereto as Exhibit "A". A south elevation showing the location of proposed Parcel 3, 4, and 5 Buildings and their relationship to each other is attached hereto as Exhibit "B". D. Article IV, Section B of the Specific Plan states that in order to promote the campus like nature of the Project, two story buildings are clustered, with each building's second story element linked with balconies. Buildings located on immediately adjacent Parcels (such as Parcels 3, 4 and 5) are intended to be linked with such connecting balconies. Without the establishment of certain easement rights as provided herein, the plan to link such balconies could conflict with certain provisions of the Uniform Building Code as adopted by the City ("Code") concerning fire walls, protected openings, and other related requirements, and California Code of Regulations, Title. 19, concerning fire protection equipment, where adjacent buildings connect along common property lines. Further, without the establishment of such easement rights, Code provisions would require that each building contain two staircases, an elevator (if certain types of second floor uses are implemented) and a central fire system, i.e., a total of six staircases, three elevators and three central fire systems. oliphanteasement rev8.wpd8/7/03 E. Section 104.2.7 of the Code states that where there are practical difficulties involved in carrying out the provisions of the Code, the building official may grant modifications for individual cases where the building official finds that a special individual reason makes strict letter of the Code impractical and that the modification does not lessen fire protection requirements or structural integrity. Section 1.4.2.1 also states that the building official shall have the power to render interpretations of the Code and adopt and enforce rules and supplemental regulations in order to clarify the application of provisions of the Code. F. The purpose of this Agreement is to create irrevocable easement rights between and among Parcels 3, 4 and 5 in order to establish and maintain connecting balconies and the campus=like atmosphere called for by the Specific Plan, and to allow for the construction and maintenance, with respect to all three Parcels (and Buildings thereon), of three staircases instead of six, one elevator instead of three, and one central fire system (sprinkler and alarm) instead of three. NOW, THEREFORE, IT IS HEREBY AGREED AS FOLLOWS: 1. Agreements Regarding Construction. With respect to construction, the following shall apply: A. Buildings 4 and 5 will be constructed prior to construction of Building 3, and Building 3 will be constructed as part of a second phase after the construction of Buildings 4 and 5. B. In connection with the construction of Buildings 4 and 5, the following will apply: (1) Three staircases will be constructed. One staircase will be constructed on the east side of Building 5 ("Building 5 Staircase"), a second staircase will be constructed on the south side of Building 4 ("Building 4 Staircase"), and a third temporary staircase will be constructed on the east side of Parcel 3 ("Building 3 Temporary Staircase"). (2) A balcony to serve as a walkway will be constructed.on the south side of the second story of Building 4 ("Building 4 Balcony"), and a balcony to serve as a walkway will be constructed on the south side of the second story of Building 5 ("Building 5 Balcony"). The Building 4 Balcony will be physically connected to the Building 5 Balcony, and not be obstructed in any way or by any method or means that would impair full use of both walkways for pedestrian, wheelchair and related purposes. (3) An elevator to service Buildings 4 and 5 (and Building 3 after construction) will be constructed on the south side of Building 4 in the stairwell area of the Building 4 Staircase ("Building 4 Elevator"). (4) A central wet pipe fire system designed in accordance with NFPA 13 and off premises waterflow monitoring service as required by the Code to service Buildings 4 and 5 (and Building 3 after construction) will be constructed in the east side and in the equipment room of Building 5 and will branch through Buildings 4 (and Building 3 after construction), ("Building 5 Central Fire System"). C. In connection with the construction of Building 3, the following will apply: (1) The Building 3 Temporary Staircase will be removed when Building 3 is constructed and a permanent staircase will be constructed on the west side of Building 3 ("Building 3 Permanent Staircase"). oliphanteasement rev8.wpd8/7/03 2 (2) A balcony to serve.as a walkway will be constructed on the south side of the second story of Building 3 ("Building 3 Balcony"). The Building 3 Balcony will be physically connected to the Building 4 Balcony, and not be obstructed in any way or by any method or means that would impair full use of both walkways for pedestrian, wheelchair and related purposes. D. Except to the limited extent provided herein, all construction of Buildings, balconies, staircases, elevators and central fire systems shall be done in compliance with the Code requirements of the City Building Department. 2. Agreements Regarding Easements. With respect to easements, the following shall apply: A. Parcel 4 Grants. Parcel 4 grants to Parcels 3 and 5 the following: (1) a permanent easement to use the Building 4 Staircase, (2) a permanent easement to use the Building 4 Balcony, and (3) a permanent easement to use the Building 4 Elevator. B. Parcel 5 Grants. Parcel 5 grants to Parcels 3 and 4 the following: (1) a permanent easement to use the Building 5 Staircase; (2) a permanent easement to use the Building 5 Balcony, and (3) a permanent easement to use the Building 5 Central Fire System. C. Parcel 3 Grants. Parcel 3 grants to Parcels 4 and 5 the following: (1) a temporary easement to use the Building 3 Temporary Staircase until Building 3 is completed, (2) a permanent easement to use the Building 3 Permanent Staircase after Building 3 is completed, and (3) a permanent easement to use the Building 3 Balcony after Building 3 is completed._ D. Use of Easements. The grants of easements referenced above are effective immediately, however, actual use of the easements shall commence upon completion of construction of Buildings .and facilities as contemplated herein. E. Location of Easements. The general location of the easements referenced above is as set forth herein, however, actual locations will not be determined until construction is completed, at which time surveys will be conducted to establish actual locations, and this Agreement will be amended to reflect such actual locations. F. Grantors, Beneficiaries and Users of Easements. The initial grantors of the easements shall be the parties to this Agreement. The beneficiaries of the easements shall be the parties hereto and their fee title successors in interest,. however, each beneficiary shall have the right to allow use of the easements by tenants, agents, employees, guests and invitees of such beneficiary. G. Construction. 'The initial construction of the building improvements are governed by the construction contract dated August 5, 2002. H. Maintenance. The owner of each Parcel will be obligated (at all times subsequent to completion) to maintain all Building and improvements on such owner's Parcel in a reasonably clean, safe, sanitary, attractive and operational condition. Such maintenance shall be at such owner's own cost; provided, however, all costs reasonably related to operation and maintenance of the Building 4 Elevator. and the Building 5 Central Fire System shall be shared among the owners of the three Buildings based on use to the extent contemplated by California Civil Code Section 845. For purposes of this provision; use shall be determined based upon actual square footage of space from time to time contained within completed Buildings (rather than actual occupancy from time to time after completion). I. Insurance. The owner of each Parcel/Building shall be responsible for obtaining casualty and liability insurance to cover risks associated with such ownership. J. Character of Easement. The easements granted herein are appurtenant to the Parcels which they benefit. K. No Third Party Beneficiaries. Except to the limited extent specifically provided herein, this Agreement is not intended to and shall not confer any benefits or rights on third parties not part of this Agreement. Notwithstanding the foregoing, the City of La Quinta shall be a third party beneficiary of this Agreement. r 3. Other Aereements. A. Indemnity for. City. Each party to this Agreement agrees to and shall (with liability to be joint and several) defend, indemnify and hold the City of La Quinta and its officers, employees and agents ("City Indemnitees") free and harmless from any and all causes of action, claims, obligations, losses, liabilities, judgments, damages, injuries,etc., including reasonable attorneys' fees and costs of litigation (collectively "Claims") arising out of and/or in any way relating to (i) any City determination, under Sections 104.2.7 and/or 1.4.2.1 of the Code or otherwise, that Code requirements maybe satisfied. and/or that occupancy permits may be issued based upon compliance with the provisions of this Agreement, or (ii) the construction, use, maintenance and/or operation of buildings, facilities and easement areas in the manner provided and/or contemplated herein. In the event the City Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding in any way involving the activities described in (i) or (ii) above, each party to this Agreement shall provide a defense to the City Indemnitees, or at the City's option, reimburse the City Indemnitees their costs of defense, including reasonable attorneys' fees incurred in defense of such claim. In addition, each party shall be obligated to promptly pay any final judgment or portion thereof rendered against the City Indemnitees. B. Concurrent Completion of Building Shells for Parcel 4 and 5 Buildings. Each party to this Agreement acknowledges and agrees that notices of completion (or other evidence of completion acceptable to the City) must be filed /recorded with respect to "building shells" for both the Parcel 4 Building and the Parcel 5 Building before any tenant or other occupancy permit is issued for either the Parcel 4 Building or the Parcel 5 Building. C. Operational Compliance with Code. Except to the limited extent provided herein, subsequent to construction all operation of Buildings, balconies, staircases and elevators shall be in compliance with the Code requirements of the City. Each party to this Agreement acknowledges and agrees that total or partial damage, destruction or closure of one (or two) of the three Buildings may have an adverse impact on the remaining Buildings. By way of example only, if second storyuses in either the Parcel 3 Building or the Parcel 5 Building require elevator access, and total or partial damage, destruction or closure of the Parcel 4 Building terminates such elevator access, such uses may have to be terminated. 4. General Provisions. A. Heirs, Successors and Assigns. The easements, rights and obligations herein created shall be binding upon and inure to the benefit of the heirs, successors -and assigns (with respect to fee title ownership) of each of the parties hereto. B. Enforcement. The easements, rights, obligations, covenants,. terms and provisions contained in this Agreement may be enforced by proceedings at law or in equity in accordance with the intents and purposes contemplated herein. C. Governing Law: This Agreement is executed and intended to be performed in the State of California, and the laws of that State shall govern its interpretation and effect. D. Captions. The captions or headings of paragraphs in this Agreement are for convenience only and are not to be interpreted as controlling, or affecting the subject matter contained thereunder. E. Severability. If any term, provision, covenant or condition or this Agreement is held by a court of competent j urisdiction to be invalid, void or unenforceable, the remainder of the Agreement shall remain in full force and effect and shall in noway be affected, impaired or invalidated. F. Attorney s� Fees. In the event of any controversy, claim or dispute between the parties hereto, arising out of or relating to this Agreement, or the breach thereof, the prevailing party shall be entitled to recover from the other party reasonable expenses, attorneys' fees and costs. G. Complete Integration. This instrument completely integrates all terms of the arrangement between the parties with respect to the matters continued herein, and no other agreements, statements., representations or promises made by either party, or by any employee, officer, or agent of either party, which are not contained in this instrument, Agreement shall be binding or valid. H. Cooperation. Each party agrees to and shall do and perform such other and further acts and execute, acknowledge and deliver such other and further documents as may be reasonable necessary, expedient or convenient to effectuate the intents and purposes of this Agreement. I. Incorporation of Exhibits and Recitals. All Exhibits attached hereto and all recitals referenced herein are incorporated into and made part of this Agreement as though set forth in full. J. Necessity of City Approval. This Agreement is contingent upon and shall not be effective until it is approved by the Building Department and City attorney of the City of La Quinta. K. No Amendment or Revocation without City Approval. This Agreement may not be amended or revoked in whole or in part or in any mariner without first obtaining the prior written consent of the City of La Quinta or its' designated official. IN WITNESS WHEREOF, the parties hereby execute this Agreement and make it effective as of the date first above written. OWNER OF PARCEL 3: LQD: La Quinta Developers, LLC, a California limited liability co By: Manag' b Me r OWNER OF PARCEL 4: LQD: La Quinta Developers, LLC, a California limited liabi co By: Mana Me er OWNERS OF PARCEL 5: Rudman: Melvin H. Rudman and Brenda H. Rudman, as Trustees of The Melvyn H. Rudman and Brenda H. Rudman Revocable Trust Dated August 27, 2002 By: — Melvyn H.4kudnian, Trustee Brenda H. Rudman, Trustee Smith: Jerry W. S, a single man B : By: Je S Rothermund: Joan Hammond Rothermund, as Trustee naitla ie-- of The Joan Hammond Rothermund.Revocable'Trust Dated Se tember 27, 2000 c ; Y � � tis p�21L an Hammond Rothermund, Trustee NOTE: SIG S TO BE NOTARIZED STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ) On 9/4/03 , before me, Patricia A. Webb, Notary' Public ,personally appeared Wesley D. Oliphant ❑ personally known to me - or - o proved to me on the basis of satisfactory evidence, to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W' ness my hand and official seal. v, -a, t�V 1 SIGNATURE OF NOTARY STATE OF CALIFORNIA ss COUNTY OF RIVERSIDE PATRICIA A. W98B Commission # 1388582 z Notary Public - California ; Riverside County My Comm. Expires Dec 5.2006 On 9/4/03 , before me, Patricia A. Webb, Notary Public , personally appeared Melvyn H. Rudman , ❑ personally known to me - or - ❑ proved to me on the basis of satisfactory evidence, to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W' ss m hand and official seal. RAmissioffflelA A. WEBB > Y Commission # 1388582 Z Z _ _� Notary Public -California ; �• Riverside County My Comm. Facpires Dec 5, 2006 SIGNATURE OF NOTARY STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ) On 9/4/03 before me, Patricia A. Webb, Notary Public. personally appeared RrPnda H . RI idman ❑ personally known to me - or - ❑ proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. RAfRIEIA A. WEBB ess my hand and orcial seal. Commission # 1388582 It - V , -m Notary Public - California ; Z • Riverside County My Comm. Expires Dec 5, 2006 SIGNATURE OF NOTARY oliphanteasement rev8.wpd8/7/03 7 STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ). On 9/4/03 , before me, Patricia A. Webb, Notary Public , personally appeared Terry W Smith , personally known to me - or - o proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Wiitttess my hand and official seal. PATRICIA A. WEBB C� Commission # 1388582 Z ..� Notary- Public - California Z SIGNATURE OF NOTARY Z Riverside County My Comm. Expires Dec 5, 2006 ' STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ) On 9/4/03 , before me, Patricia A Webb, Notary Public , personally appeared Joan Hammond Rothermund , o personally known to me - or - O proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W,ii Hess my hand and official seal. RAfRICIA A. WEBB 1 Commission # 1388582 z J Z _ .� t Notary Public - California ; Q Riverside County SIGNATURE OF NOTARY My Comm. Expires Dec 5, 2006 TE OF CALIFORNIA ) ss' COUNTY OF SIDE ) On e me , personally appeared o personally known to me - or - O proved to me on the basis of satisfactory evidence, to be the perso hose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same inhisffitr44eir authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon beh which the person(s) acted, executed the instrument. Witness my hand and official seal. SIGNATURE OF NOTARY oliphanteasement rev8.wpd8/7/03 8: L�uinta Pro essional Plaza - --- --- -- - -� PM 29889 Exhibit "A„ / \ ry rn ' ` It TYP. �. 4.1 I TYP. ' ; :; Nr TYP. \ t..... f TYP. rr � STAIRWAY - /: �.v3�'' Vie;:' °'ia • (c, r: l I Building No. 3 Building No. 4 STAIRWAY \ Building No. 5 CONY . INTIrRIMSTAIRWAY. / -� / _'lli:t✓; l3 rl ytr d,': 3?t i^ -q _ / ( - � � _ "' - f a�? py►.� �„I ref �SCSjif'� 7P �+ C ' , %1KE S� •W lclE2 I PL: / `•.` � / �-._: 1-- } --'-� '. . �_�� IRW I C`'�ftr' 1 . `� l F r��'fi r C °) �'jf;�.-.� 2r�eR % Parcel 'No. 3 IL / TYP. ParcelO. 4 C. IoN I r t E L PopT- T-0 _ pE�ioruR I\ C'NCC1c f -'1 TYV. �l TYP. Parcel No. 5 /. l LEGEND: _� ®SHARED BUILDING COMPONENT (SBC) r A4 1 1.4- La Quinta Professional Plaza " s si. � ' .. � '. �T .. c 4... S�_ � ~ ^ ,.•s�'.y - � � �a' .. y�. f � ✓ � ,��t . . ��" �'•... .. is 'fin ,S a.. SF4i^.�r x ti` -,� !: •x - � { �� r3-• r , �:� F s a ' • a Parcel No..3 QTC '� 4 ; a • . I ' , ^ ,aTCe O a .. 1 •. � ., c:. j '" �wY. T �.. �+^ rti, do �;r j -ur x ' y ��.�.r: 'r- �-t. i 1 i �•i:.' iEf � I r i.... 1 I S. X13 1. Y k � • r h r is < ... .. .. ..... „ . ......... _.....•..:.. ... ..... ::: :{:ice •t. i'� Si`':i.:_ ...t: �`�`'.t..:=�:5.. t •.i„�._.. -i'i] r ��r4�`.. ...,• :..ao tar-a,.i�..�'-"`::.c.. . :;:: ~':t.f'. ::.1•`''�:. .^� '}fir'. ':>;�P9"" '�Xn-- SW :4 .. .... r._,,...I.-. ...... •i .. :.......: iii:. ..J',i7:�.e P. } 1 d 1 .5 �, � s�` `�'IiC�I�.Crl7 . If w�r�•r.� South ^ Ele'v ation y scale: nts ' MOF ME.M0RA_NDUM 1 , TO: Greg Butler, Building &.Safety Manager, To PWD:7/gyp b 2 From: Steven D. Speer, Senior Engineer Building Permit Release r (this is an approval to issue a Building Permit)- TherPublic Works Department has reviewed the following project: Description:�Z- �57a`ti4l Address or general location: "� rvG,Sr APN and%or legal description: ��4Ac The Public Works "Department finds that: ❑ issuance of this Building Permit does not require Public Works Department approval. L9� issuance of this Building Permit is approved by the Public Works Department. Steven D. Speer, geDi6r ngineer Date r 6(4P OF T To: Greg Butler, Building & Safety Manager To CDD: z° - o z From: GU, s�e7' Planning Due date: 1/-2-7- 02 Status: Z' f?,5t/itz Building Plans .Approval (this is 'an, approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: �, 073 2- --b Address or general location: �7" d,57oklAS� 6v7 -0,t/ S% APN and/or legal description: P/94 c.e The Community Development Department finds that: ❑ ...these Building'Plans do not require Community Development Department approval. ...these Building Plans are approved by.the. Community Development Department. . Planning Date Pmt/ .may C Uwe Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning - Beaumont Calimesa Canyon Lake Coachella . 4. Desert Hot Springs Indian Wells .;. Indio Lake Elsinore La Quinta 4. Moreno Valley Palm Desert 4. Perris Rancho Mirage 4. San Jacinto Temecula Board of Supervisors Bob Bush, District 1 John Tavaglione, District 2 .Tun Venable, District 3 Roy Wilson, District 4 Tom Mullen, District 5 P.t,E,sr= I/EiKsI C LA fir- r AA 24 z SAY �F�c� RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation -with the s t17 c California Department of Forestry and Fire Protection ,3 c,t, y 4RS/'t 210 West San Jacinto Avenue • ems, a i omia 70 909) 940-69M • Fax 909 40 10 December 17, 2002 To: City of La Quinta Building Department' Re: Release for Building Permits SDP2002=738 / LAO -02 -BP -206 The Riverside County Fire Department hereby releases the above referenced project for issuance of a building permit at the discretion of the Building Department. Respectfully, FRANK KAWASAKI Chief Fire Department Planner By Walter Brandes Fire Safety Specialist H:IPE2IWPOATAUAQUINTAIPROJECTSU)LDG_PCUAQ-02-BP-208 SP Rekase.doc " EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 21d R., Indio, CA 92201 • (760) 863-8886 Fax (760) 863-7072 2002 FIR RESISTANCE C ing 20 min), Type FSW-G (finish rating 20 min), FSK -C or �J FSW-C. O NORGIPS A/S—NORFIRE X (finish rating 26 min), NORFIRE XA (finish rating 24 min). PABCO GYPSUM, DIV OF III--- PACIFIC COAST BUILDING PRODUCTS INC—Types C, PG -2 fi � (finish rating 20 min), PG -3 (finish rating 20 min), Types PG -3W, PG -5W (finish rating 20 min), Type PG -4 (finish rating 20 min), Type PG -6 (finish rating 23 min), Types PG-3WS, PG-5WS (finish rating 20 min), Types PG -5, PG -9 (finish rating 26 min) or Type PG -C. SIAM GYPSUM INDUSTRY CO LTD —Type EX -1 (finish rating 26 min) GYPSUM L L C —Type SGC (finish rating 20 min), p T S C (finish rating 20 min) Type SG -C or SGC -G (finish !ra " n). E AND FOREST PRODUCTS CORP—Types T (fin - min), VPB-Type T (finish rating 20 min), WR -Type +� ng 20 min), Type T SHTG (finish rating 20 min), t a -6, FRWRX-6, TP -5 or FRX-6 Exterior Gypsum Sof- ��/// >� TES GYPSUM CO —Type AR (finish rating 26 CX (finish rating 26 min), Type C (finish rating 26 e (finish rating 26 min), Type WRC (finish rating 6 y e IP -X1 (finish rating 26 min), Type FCV (finish rat - in ) Type IP -X2 (finish rating 26 min), Type SHX (finish t7 a ' ), Type FRX (finish rating 20 min), Type FRX-G tj 29 min), Type rP-AR (finish rating 26 min), Type O sh rating 26 min). Z I C — Type Westroc Fi-Rok. USG°11 S A DE C V — Type AR (finish rating 26 min), T h rating 26 min), Type FCV (finish rating 26 min), Type I -X1 finish rating 26 min), Type IP -X2 (finish rating 26 CX (finish rating 26 min), Type SHX (finish rating 26 min), Type WRC (finish rating 26 min), Type WRX (finish rating 26 min), Type FRX (finish rating 20 min), Type IP -AR (finish rating 26 min), Type IPC -AR (finish rating 26 min). 3A. Gypsum Board' — (As an alternate to Item 3) — Nom 3/4 in. thick, installed as described in Item 3. CANADIAN GYPSUM COMPANY—Types AR, IP -AR. UNITED STATES GYPSUM CO —Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. 3B. Gypsum Board* — (As an alternate to Items 3 and 3A) — 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Secured as described in Item 3. Joint covering (Item 5) not required. CANADIAN GYPSUM COMPANY — Type SHX UNITED STATES GYPSUM CO — Type SHX USG MEXICO S A DE C V — Type SHX 4. Steel Comers Fasteners — (Optional) — (Not Shown) — For use at wall comers. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from No. 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the wallboard, no greater than 2 in. from comer of wallboard, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement -coated nail per fas- tener. Corners of wallboard shall be nailed to top and bottom plate using No. 6d cement -coated nails. 5. Joints and Nail Heads — Wallboard joints covered with tape and joint compound. Wallboard nail heads covered with joint compound. 6. Sheathing — Foamed Plastic'— 7/16 in. thick min, 4 ft wide sheath- ing, with square edges. Sheathing is applied vertically. Sheathing fas- tened with 1 in. long E. G. rooting nails spaced 8 in. OC along the edges and 12 in. OC in the field. CELOTEX CORP—Type Thermax 7. Exterior Wall Coverings — Installed in accordance with the manufac- turer's Installation Instructions. A. Aluminum Siding— 0.019 in. min thick painted aluminum meeting AANLA 1402. Fastened over foam plastic sheathing to wood studs using 1-1/2 in. long aluminum nails. B. Wood Siding— 5/8 in. min thick lumber, plywood or OSB wood based siding. Fastened over foam plastic sheathing to wood studs using 10d gals box nails spaced 6 in. OC on perim- eter and 12 in. OC in the field. C. Fiber -Cement Siding — 0.250 in. min thick fiber -cement based siding. Fastened over foam plastic sheathing to wood studs using min 1-1/2 in. long galv nails. 'Bearing the UL Classification Mark DIRECTORY g-7G8N FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) 743 Design No. U356 (Exposed to Fire on Interior Face Only) Bearing Wall Rating —1 Hr Finish Rating — 23 Min HORIZONTAL SECTION 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally -braced by wood structural panel sheathing (Item 5) and effectively fire stopped at top and bottom of wall. 2. Gypsum Board`— Any Classified 5/8 in. thick, 4 ft wide, applied ver- tically and nailed to studs and bearing plates 7 in. OC with 6d cement - coated nails, 1-7/8 in. long with 1/4 in. diam head. See Gypsum Board (CKNX) Category for names of Classified Companies. 3. Joints and Nailheads — (Not Shown) — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets'— Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with alumium foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry den- sity of 3.0 lb/ft3 . U S GREENFIBER L L C—Cocoon stabilized cellulose insula- tion. -S. Wood Structural Panel Sheathing — Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C -D" or "Sheathing" . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along inte- rior studs. 6. Exterior Facings— Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding — Molded Plastic' — Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Material Directory for names of manufacturers. B. Particle Board Siding — Hardboard exterior sidings including pattemed panel or lap siding. C. Wood Structural Panel or Lap Siding— APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP -108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco — Portland cement or synthetic stucco sys- tems with self -furring metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Brick Veneer — Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) — Nom 1 in. Foamed Plastic` insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding — Aluminum or steel siding attached over sheathing to studs. I-OOK FOR THE UL MARK ON PRODUCT REGISTERED INSPECTOR'S WEEKLY REPORT : JON TANDY 78-194 Elenbrook Ct. Palm -Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED �(e TRUCT. STEEL ASSEMBLY ❑ REINFORCED CONCRETE^20 ❑POST TENSIONED CONCRETESPHALT ❑ REINFORCED -MASONRY ❑FIRE PROOFING ❑ ❑ OTHER JOB LOCATION JV I1� �J uj �S �,� ..�� ` + , �� ` u l� REPORT SEQUENCE NO. TVP F STRUCTURE OVA _S M( ik � � I PER MIT N0.L _ DA N DAV OF WEEK MATERIAL DESCRIPTION ARCHITECT INSPEC�OR MRS. CHARGED ENGINEER ASSISTANTTIS MRS. CHARGED INSPECTION -DATE"�'°. '•., GENERAL'SUB —CONTRACTOR= -L. (.144�eA,,.�_CONTRACTOR - -- 3 0.d ge- (pi - W L A(% -g Lf— �,c q1 _n St 6' ez ev?,L e' r c ca,'s rN COPY.SENT TO CLIENT ❑ CONTINU 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. N2 � - V�_u �(e Q_' 4�� A z - SI ATUR 0 REGISTERED I ECTO 3l o3 6o? 7S DA( A E OF 11EPORT REGISTER NUMBER �SPECIAL INSPECTION SERVICE', REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY O O POST TENSIONED CONCRETE O ASPHALT O OTHER O REINFORCED MASONRY O FIRE PROOFING JOB LOCATION � �Y-p � � � ` � �v L REPORT SEQUENCE N0. N0. D � DAV OF WEEK MATERIAL DESCRIPTION pST� ; ARCHIT T L) INS EO` HRS. CHARGED p QC_ � `ENGINEER Q� ASSISTANTS HRS. CHARGED INSPECTION GENERAL ��y^� SUB DATE CONTRACTOR (� Y CONTRACTORV3_.- _ _ _-- _ _ �pp //p jf►�p` / l 42 tJ Off- ¢J�r� OA_t' �e fel rto 6 V,� (�p�--� 2.�� A .S Apes Z`t4G� �,Vdl"lz->•� 4 Wes(S 4,e-�L /�� ct�z�S t�� . e 1e. rnAt c:c.�2 S o o'er" f-�v�- COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE 0 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. (GNAT RE OF REGISTERED IN ECTOR 1 o5 _� O (o D TE 0 PORT REGISTER NUMBER I;SPECIAL INSPECTION SERVICE: 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 EINFORCED CONCRETE ' ❑ STRUCT. STEEL ASSEMBLY ❑ ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING 108- -07� 6 -p -%O ��'V REPORT SEQUENCE NO. TUBE OF STR'-- UC=URE�}}r�%• v ` PO O�►N� DAY OF WEEK MATERIAL DESCRIPTION ARCHIT TU IN .� HRS. CHARGED - ENGINEER U ASSISTANTS HRS. CHARGED INSPECTION GENERALAA DATE _ _CONTRACTORA�%.� ,Qo" SUB -.CONTRACTOR cep PikC&AA ` gdc, 3 OaR ss CZon E I N COC, aT� s ^dCvr..9C 6 LO A& .S�uw:.Ip T�f� uJ ASU e.S i� � 1 � h, d. e��' R. e�%ze w�+� •Q,c�_ S � v w► TEST W tesu L' rS o .3 J COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE ❑ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV 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. �Wk G I TUR O REGIST ED INSPECTOR DA F REPORT REGISTER NUMRFR 5-1 SPECIAL •ECTION • 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 INFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY CIIIP&ST TENSIONED CONCRETE ❑ ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ ❑ OTHER JOB LOCATION r-- __ �%�--"��1"��')^)��p��(r"``�-- LL''' ©��`! �..•.W.'Pt:J'f`�-�1�• CC� `� �j� .._bit .LVL/�I-J- REPORT SEOUENCE NO. Tv E OF -STRUCTURE /' 1h 1e, �/ _/�`T l••Y✓ PERMIT yg, /� y i 1 /A / J((��c DAY OF WEEK MATERIAL DESCRIPTION ARCHI E(V /+ HRS.CHARGED ENGINEE ASSISTANTS HRS. CHARGED INSPECTION _ DATE GENERAL ^ SUB CONTRACTOR �_}� 1 �:_�_ C.ONTRACTOR.. _ . __ �. Lu S co.." c,-2. --ton— �w�eyCS Vr.,Q. L01 Ae S u L T S COPY SENT TO CLIENT ❑ CONTINUED NEXT PAGE 0P AGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV 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. S A E OF REGISTERED INSPE R 1 193- _0 DATE OF REPORT REGISTER NUMRFR _r 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 %WRUCT. STEEL ASSEMBLY ❑ stfiD e _ ❑ POST TENSIONED CONCRETE d ASPHALT THER ❑ REINFORCED MASONRY ❑ FIRE PROOFING JOB LO T O �^ Asti `� L 7 /1 ' I("cCl V REPORT SEQUENCE N0. T PE OF STRUCTUREJ`,f/ PERMIT N0. D T DAY OF WEEK MATERIAL DESCRIPTION � � J—_ ARCH ECT � INSP .19? HRS. CHARGED L 9 ENGINEERVV OV h, ASSISTANTS HRS. CHARGED INSPECTION GENERAL _� a-r�d_ _ RA STEL DATE � CONTRACTOR � '" ' -` CONTRACTOR � -Siti le- ASS W e w& N R (A, --' SQe AIMCRW, e cc 6-riav-, SNS - hJZICO cN L ltz - I COPY SENT TO CLIENT ❑ CONTIN D ON NEXT PAGE ❑ 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. SI NATO E OF REGISTERED E�CTO� • vv DATE -OF REPORT REGISTER NUMBER MOMMAH011111 NMI ■ate■■��v�� STATE OF -CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL .SAFETY AND HEALTH TEMPORARY PERMIT TO OPERATE AN ELEVATOR (Sections 7300-7322 of the Labor Code) — — — — — — — — — — — — — — — — — — — — — — --- — — — a Elevator Number ` `j+f '" j!y• r.';: �--� ; • , " ^; `�"`"�Date of-InsRection— ,; , - Void After Location/' Street and Number , � fiCity or Town Load_ Permissible r 'Persons n ..•Pounds _. y l r y i i �'� t Passenger, Freight, etc. Machine Type STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH THIS TEMPORARY PERMIT OR COPY MUST BE POSTED IN ELEVATOR CAR may^) OSP 01 62791 GENERAL REQUIREMENTS ELEVATORS . 37. ELEVATORS GENERAL- In buildings two or more stories in height, served by an elevator, or a building served by an elevator required by Table No. 10-A (of the CBC), or a building served by an elevator required for accessibility by Section 101.17 (of the CBC), all elevators provided shall accommodate a wheelchair. 3003.4.1A EXCEPTIONS: 1. When the enforcing agency determines that compliance with any regulation under this section would create an unreasonable hardship, an exception to such regulation shall be granted when equivalent facilitation is provided, and where it can be demonstrated that a person using a wheelchair can enter and operate the elevator. 2. These provisions shall not apply to existing buildings when legal or physical. constraints will not allow compliance with these regulations or equivalent facilitation without creating an unreasonable hardship. See Section 101.17 Information Posted Buildings that have been remodeled to provide specific elevators for public use that conform to these building'standards shall have this information posted in the building lobby, preferably as part of the building directory.. 11178.6.8 ■ INTERPRETATIONS: In New Construction, any elevator that Is Installed ■ MUST be accessible. This Includes elevators that are Intended primarily or ■ solely for freight purposes. If a building or facility Is exempt from having ■ to Install an elevator but an elevator is nonetheless planned, that elevator ■ must be accessible. It Is also very Important to understand that elevators, ■ when provided, must serve each level, including mezzanines In the ■ building or facility, unless exempted. It Is only when an elevator provides ■ service from a garage to only one level of a building or facility that it is not ■ required to serve other levels. The requirement for accessible features ■ extends to all elevators provided. In New Construction, you may not ■ designate a particular elevator as accessible and forego the remaining ■ units; If more than one elevator Is provided, each must be accessible. ■ ■ Although Exception No. 1 may seem to indicate that a hardship ■ determination is possible for elevator requirements In New Construction, ■ this situation would be extremely rare at best. Federal guidelines do not ■ allow cost to be a determining factor In New Construction; exceptions will ■ apply only in rare and unusual circumstances where unique characteristics ■ of terrain make accessibility unusually difficult (see., definition of ■ "Structural lmpracticabllity'q. A. Passenger elevators are located near a major path of travel and are accessible at all times the building is occupied. 3003.4.17 4.10.1 B. 68" minimum width of the car platform with off -center door panels. 3003.4.7b 4.10.9 Fig. 77 C. 80" minimum width of the car platform with on -center door panels. 3003.4.7b 4.10.9 Fig. 77 . The CaIDAG - California Disabled Accessibility Guidebook 02000 PCC 252 i ` d GENERAL REQUIREMENTS ELEVATORS D. 54" is the minimum depth of the car platform (rear wall to door). 3003.4.7b 4.10.9 Fig. 77 ' E. 36" is the minimum Gear width of the doorway when fully open. 3003.4.4 4.10.9 Fig. 77' F. 51" is the minimum clearance from the rear wall to the return panel. 3003.4.7b 4.10.9 Fig. 77 G. Doors are side -slide type. 3003.4.3 H. Operation of doors is automatic. 3003.4.5 4.10.2 I. Elevator is self -leveling to within 1/2" of the floor landings. 3003.4.2 4.10.2 J. The clearance between the car platform sill and the edge of the hoistway landing is no greater than 1-1/4". 3003.4.2 K. Elevator floor buttons complywith reach range requirements (48" front reach; 54" side reach)., .3003.4.7b • 4. -10.'12(3) Fig. 80 L. 'Emergency controls (stop and alarm),are a minimum of 35" from the floor. 3003.4.7b 4:10.12(3) • Fig. 78 M. Emergency communication device is a maximum of 48" from the floor. 3003.4.7b 4.10.14 Fig. 80 N. Emergency communication handset cord is a minimum of 29", in length. 3003.4.7b 4.10.14 O. Compartment doors for emergency communication devices is lever type and does not require tight grasping, pinching or twisting of the wrist to operate. 3003.4.7b 4.10.14 P. Emergency communication device does.not require voice communication. 3003.4.7b 4.90.14 , Q. Elevator has visual and audible signals indicating the position of the car on or between floors. The indication is positioned above the car control panel or over the door. 3003.4.9b 4..10.13 - R. Elevator doors have an automatic reopening device. The device opens the doors when objects pass through the opening at heights 5" and 29" from the floor without requiring contact. Doors remain open for 20 seconds minimum. 3003.4.5 .4.10.6 ,Fig. 79 S. 'Doors remain fully open a minimum of 5 seconds when initially activated. 3003.4.6.2a 4.10.8 ; The CaIDAG - CalUomia Disabled Accessibility Guidebook 02000 PCC 253 GENERAL REQUIREMENTS I ELEVATORS T. Time between the elevator answering a signal and the start of door closing is a minimum of 5 seconds. 3003.4.6.1a 4.10.7 Fig. 81 T=D/(1.5 Us) T = Total time in. seconds (begins when signal sounds and lantern is visible) D = Distance in feet from a point in the corridor that is 60" directly in front of the farthest call button controlling the car to the center of the elevator door. U. Handrail is provided (1 minimum) on one wall of the car (rear preferred). 3003.4.12 Fig. 80 V. 32" (+ or -1") height of the handrail from the floor. 3003.4.12 Fig. 80 W. Minimum 1-1/2" clearance of the handrail from the wall. 3003.4.12 X. Handrail is smooth, no sharp edges. 3003.4.12 ■ INTERPRETATIONS: checklist Item ""P" above states: "Emergency ■ communication device does not require voice communlcat/on". Although ■ this requirement Is listed /n both state and federal guidelines, a great deal ■ of confusion exists as to what features are necessary to provide compliant ■ emergency communications In an elevator. Neither state nor federal ■ documents specify particular characteristics. In the appendix of the ■ ADAAG under Section A4.10.14 It states: ■ "Ideally, emergency two-way communication systems should provide both ■ voice and visual display Intercommunication so that persons with hearing ■ Impairments and persons with vision Impairments can receive Information ■ regarding the status of a rescue. A voice Intercommunication system ■ cannot be the only means of communication because It Is not accessible ■ to people with speech and hearing Impairments. While a voice ■ Intercommunication system is not required, at a minimum, the system ■ should provide both an audio and visual indication that a rescue is on the ■ way': ■ ■ Until further clarification Is provided that details the specific features ■ necessary for emergency communication devices in elevators, an ■ understanding between the appropriate government jurisdiction and the ■ elevator contractor should be established as to what Is acceptable under ■ the available technology at the time of construction. 38. ELEVATOR CONTROL PANEL z A. Control buttons are square shouldered, and, are a minimum of 3/4" and raised 1/8" plus or minus 1/32" above the surrounding surface and illuminated. 3003.4.8a 4.10.3 Fig. 78 The CaIDAG - Callfomia Disabled Accessibility Guidebook 02000 PCC 254 GENERAL REQUIRFMENIS F �'..� ELE ATORS B. All buttons are designated by a 5/8" minimum Arabic numeral, alphabet or •'� standard character Immediately to the left of the cont other ` 4.10.12(2) Fig. 78 of button. 3003.4.8a C. All raised characters are. � Fig. 80 , white on a black background. 3003.4.88 4.10.12(2) O. Grade 2 Braille symbols are located Immediately below th 3003.4.8a 4.30.4, Fig. 78 a raised characters. E. 3/8" minimum distance between the rows of the control buttons. 30 ' Fig. 80 03.4.8a F. Call buttons in elevator lobbies and halls are' 3003.4.9b 4.10.3. Fig: 79 Centered at 42" above the floor. � G. Hall cell buttons are a minimum ' 1/32" above the surrounding surface. Plus and 4 3 ed 1/8" plus or minus H. Half call buttons provides visual indication that shows each call r extinguishes when answered.. 3003.4.9b 4.10.3 registered and Objects adjacent to and below hall call buttons do not project more than 3003.4.9b 4.10.3 n 4". Elevator car controls are located on a front wall In cars that have r doors, and at the side, wall or at the front wall next to the.door if cars havecenter sidopening opening doors. 4.10 12(4) Fig. 77, .39. VISUAL AND AUDIBLE SIGNALS FOR ELEVATORS Hall Lanterns ) A. Visual signal is a minimum of 2-1/2" x 2.1/2", and visible from 3003.4.15a 4.10.4(2) & (3) Fig. 79 Call button' B Audible signal sounds are once for up direction and twice for do equivalent). 3003.4.15a 4.10.4 down direction (or C Centerline of the fixture is a minimum of 6' (72'�'in hei h 3003.4.158 4.10.4(1) FIg, 79 9 t above the lobby floor. NOTE: The use of in -car lantems, located in or on the door jambs, visible from the proximity of the hall call buttons and conforming to items m shall or will be acceptable. A, 8 & C above C Visual signals for each direction (arrows preferred). 3003.4.15 . a Fig. 79 The Cal0A(% -- .-•••p `auleo Accessibility Guidebook 02000 PCC 255 GENERAL REQUIREMENTS ELEVATORS E. Door Jambs at all landings Identify the floor by both raised Arabic numerals (minimum 2" in height) and Braille symbols (immediately to left of numerals). .3003.4.16a 4.10.5 Fig. 79 , 1. Raised characters are on a contrasting background. 3003.4.16a 4.10.5. Fig. 79 2. Approximate height of 80" above the floor on both sides of the door. 3003.4.16a 4.10.5 Fig. 79 F. Audible signal is no less than 20 decibels with a frequency no higher than 1500 Hz. .4.10.13 40. SPECIAL ELEVATORS (Wheelchair. Lifts) Special Access (Wheelchair) Lifts. Special access wheelchair lifts may be provided between levels, in lieu of passenger elevator, when the vertical distance between landings, structural design and safeguards is as allowed by the State of California, Division of the State. Architect, Access Compliance Section, the Department of Industrial Relations, Division of Occupational Safety and Health, and any applicable safety regulations of other administrative authorities having jurisdiction. If lifts are provided, . they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift, and shall comply with Sections 3093 to 3094, Part 7 of the California Code of Regulations, and ASME A17.1, Safety Code for Elevators and Escalators, Section XX, 1990. Additionally, lifts may be provided as part of an accessible route only for the following conditions: 1) To provide an accessible route to a performing area in an assembly occupancy or to a speaking area or similar place (such as a dias for "head table') in an assembly or Group B Occupancy. .11168.2.1. 4.1.3(5)(x) _ 2) To comply with the wheelchair viewing position line -of -site and dispersion requirements of Chapter 11 B. 11 16B.2.2 ' 4.1.3(5)(b) 3) To provide access to incidental occupiable spaces and rooms which are not open to the general public and which'house no more than five persons, ' Including, but not limited to, equipment control rooms and projection booths. 11168.2.3 4.1.3(5)(c): 4) To provide access where existing site constraints or other constraints make use of a ramp Oran elevator infeasible 1116B.2.4 4.1.3(5)(d) EXCEPTIONS: 1. The provisions of this section shall not apply to existing buildings when physical constraints will not allow compliance with these regulations or equivalent facilitation without creating an unreasonable hardship. See Section 101.17 2. When the enforcing agency determines that compliance with any regulation under this section would create an unreasonable hardship, an exception to such regulation shall be granted when equivalent facilitation is provided. The CaIDAG - California Disabled Accessibility Guidebook =000 PCC 256 GENERAL REQUIREMENTS ELEVATORS N. When the lift is hydraulically operated or is of the electric -hydraulic type, re - leveling switches shall be provided to keep the platform level with the landing at which it has been parked. 3008.1.4.9 O.. There shall be a level and clear floor area or landing at each floor or level served by special -access lifts to allow safe access to and exiting from the lift platform. 3008.1.4.10 _ NOTE: In new construction, the minimum size of landings specified in this section shall be 60" x 60". Other dimensions may be substituted when it can be demonstrated that a person using a wheelchair measuring 30" x 48" can enter and operate the lift safely. 3008.1.4.10.1 P. Level and clear floor areas or landings as specified for lifts an this checklist section) are part of the'path,of travel" requirements. 3008.1.4.10.2 The Ca[DAG - California Disabled Accessibility Guidebook 02000 PCC Y 258 The CaIDAG - Califomia Disabled Accessibility Guidebook (02000 PCC 280 GENERAL REQUIREMENTS ELEVATORS MINIMUM NUMERICAL- UMERICAL SIZE SIZE 5/8- 3/4" MINIMUM CONTROL i SEE DETAIL BELOW 1 5 \ MEASUREMENT 3/80 MIN. DISTANCE BETWEEN ROWS OF _ 40 CONTROL BUTTONS. PLACE STAR ALONGSIDE 0 MAIN EXIT FLOOR NUMBER SBM- BD Ln lam r Ln M MAXIMUM HEIGHT FROM FLOOR TO LOWEST BUTTON MAXIMUM HEIGHT FROM LETTERS AND NUMERALS SHALL FLOOR TO HIGHEST BUTTON BE RAISED 1/32% UPPER CASE, .SAWS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED -- WITH GRADE 11 BRAILLE. RAISED _ N. LETTERING RAISED 1/32" CHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER \ THAN 2". CAR CONTROL BUTTONS TO BE RAISED 1/8- PLUS OR MINUS 1/32 ABOVE THE ' SURROUNDING SURFACE AND SHALL BE ILLUMINATED RAISED CHARACTERS\ . TO BE - WHITE ON A BLACK BACKGROUND CORRESPONDING -- GRADE II BRAILLE Fig.78 The CaIDAG - Califomia Disabled Accessibility Guidebook (02000 PCC 280 GENERAL REQUIREMENTS ELEVATORS . HALL LANTERN �..:. FLOOR LANDING JAMB SIGNAGE AUTOMATIC DOOR (� REOPENING DEVICES s t.Ado HALL CALL BUTTONS , _ 1.� A as LA -ft NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER UNE -�" A OR B. UNE A AND UN B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. LETTERING RAISED i/32' o FLOOR LANDING SIGNAGE IS REQUIRED s _ ON JAMB PANELS ON BOTH SIDES OF ' ELEVATOR DOOR _ �.► CORRESPONDING ' GRADE II BRAILLE Flg.%8 FLOOR SIGNAGE - ON LANDING JAMBS The CaIDAG - Caiifomla Disabled Accessibility Guidebook 02000 PCC 262 GENERALREQUIREWEIM ELEVATORS CENTERLINE -OF CENTERLINE OF CALL BUTTON FARTHEST ENTRANCE r TRAVEL DISTANCE ( . iI I CENTERLINE OF LOBBY T=DA1.5 FEETISECOND} T = TOTAL TIME IN SECONDS (BEGINS WHEN SIGNAL SOUNDS AND LANTERN 1S VISIBLE) D = DISTANCE IN FEET FROM A POINT IN THE CORRIDOR THAT IS 60' DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THE CAR TO THE CENTER OF THE ELEVATOR DOOR ACCEPTABLE 13 12 V� o 901"W 8 co m d L) W 6 W N 5 L) Z 4 Q i W M 3 2 F= 1 0 56 8 10 12 14 .16 .18 DISTANCE IN FEET (D) „ . Fig.81 GRAPH OF NOTIFICATION TIME s QlAccredited by the 1 n C American National Standards Institute it, D.U. Eval u ate %.J Iry StCALIFORNIA !30601-2299 5360 WORKMAN MILL ROAD - WHITTIER, A subsidiary corporation of the I nternational Conference of Building ER -3416 issued November 1, 2000 Officials EVALUATION REPORT Co yright © 2000 ICBG Evaluation Service, Inc. p Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) MISSION TWO-PIECE, MISSION "S" ONE-PIECE, BELi.A TWO-PIECE, BELLA ROMA, ROMAN PAN AND FLAT SHINGLE CLAY ROOFING TILES DELEO CLAY TILE CO., INC. 600 CHANEY STREET POST OFFICE DRAWER 88 LAKE ELSINORE, CALIFORNIA 92530 1.0 SUBJECT Mission Two-piece, Mission "S" One-piece, BellaTwo-piece, Bella Roma, Roman Pan and Flat Shingle Clay Roofing Tiles. 2.0 DESCRIPTION 2.1 General: The Mission Two-piece, Mission "S" One-piece, Bella.Two- piece, Bella Roma, Roman Pan and Flat Shingle roofing tiles are manufactured from natural clays that are machine formed and fired to obtain required file strength. The tiles havea natu- ral, ceramic matte or ceramic grade finish. See Figure 1 for dimensions and file shapes. 2.1.1 Mission Two-piece Tile (Top and Pan): The tiles are 18 inches (407 mm) Igng, curved to approximately one third of a circle, havinc awidth of 8314 inches (222 mm) at the large end and 7t/2 inches (191 mm) atthe small end.The tiles have an average thickness of 7/16 inch (11'.1 mm) atthe center and sides. The installed weight of the tiles, when installed with a 3 -inch head lap, is approximately 11.0 pounds persquarefoot (53.7 kg/m2), with 166 tiles per 100 square feet (179 tiles per 10 m2). A nail hole is provided at the top center of each tile. 2.1.2 Mission"S"One-piece Tile: The MissionIS"�ed are 18 inches (457 mm) long, 13 inches (330 mm) 7/16 inch (11.1 mm) thick. The installed weight of the. tiles, with a 3 -inch (16 *mm) head lap, is approximately 9.0 pounds per square foot (43.9. kg/m2), with 88 tiles per 100! quare feet (95 tiles per 10 m2). Two nail holes are provided atthe top of each tile. 2.1.3 Bella Two-piece Tile (Top and Pan): The two-piece Bella Tile is 18 inches (457 mm)_ long, 63/4 inches (171 mm) wide at the large end and tapered to 51/2. inches (140 mm) wide atthe small end. Thetiles have an average thickness of 1/2 inch (12.7 mm). The installed weight of the tiles, with a 3 -inch head lap, is approximately 11.0 pounds per square foot (53.7 kg/m2), with 226 tiles per 100 square feet (243 tiles per 10 m2). 2.1.4 Flat Shingle Tile: The flat shingle is a one-piece, flat. interlcckiria file measuring 9'/8 inches (245 mm) wide, 14 inches (350' mm) long, and 7/16 inch (11.1 mm) thick. The installed weight of the tiles, with a 3 -inch head lallo, is Affi approxi_ 46 toes mately 9.3 pounds per square foot (45.4 kg/m2), per 100 square feet (157 tiles per 10 m2). Two nail holes are provided at the top of each tile. 2.1.5 Roman Pan Tile: The Roman Pan tile is a flat pan tiie measuring 11 inches (279 mm) wide by 18 inches (457 mm) long, and is installedwiith eitherthe Bellatop file orthe Mission top tile. When installed with the Bellatoptile, andwith a3 -inch (76 mm) head lap, the installed we'ght is approximately 11.0 pounds per square foot (53.7 kg)m), with 153 tiles per 100 square feet (165 tiles per 10 m2). When installed with the Mis- sion top tile, with a 3 -inch head lap, the installed tile weight is approximately 11 .0 pounds per square foot (53.7 kg/m2), with 139 tiles per 100 square feet (150 tiles per 10 m2). Two nail holes are provided at the top of each Roman Pan tile: 2.1.6 Bella Roma Tlle: The Bella Roma tile is a flat pan tile measuring 12.5 inches (3 18 mm) wide by 18 inches (457 mm) long. The installed weiaht, when installed with a 34nch (76 mm) head lap, is approximately 8.2 pounds per square foot (40 kg/m2), with 88 tiles per 100 square feet (95 tiles per 10 m2). Two nail holes are provided atthe top of each Bella Roma tile. 2.2 Installation: 2.2.1 General: Unless specified otherwise in this report, installation must comoly with Table 15-0-1 of the. Uniform Building Code" (UBC). Tiles must be installed over solid sheathing having one layer of Type 40 asphalt saturated organic felt underlayment attached in accordance with the UBC for roof slopes from 3:12 to less than 21:12 (25% to less than 175%). On roof slopes less than 3:12 (25'.0), file is used only as decorative material over an approved roof covering complying with the UBC. The tiles have alioned vertical and horizontal joints provid- ing the required head lap. All cracked or broken tiles must be replaced with new tiles. Tiles are cut to match the angle of the hips or valleys in a manner that will maintain the integrity of each unit Refer to Figure 2 for installation details. 2.2.1.1 Mission Two-piece Tile: Starting along the eave, pan tiles are layered in vertical rows 111/2 inches (292 mm) on center. Aboostertile is set over -the lower edge of each pan tile. A starter tile; fastened over the booster file and interven- ing space, completes the eave course. Random laying of the covertile is provided by varying the vertical exposure from 11 inches (279 mm) to not more than 15 inches (381 mm) to the weather. The cover tiles are doubled at eaves using booster tiles fastened to the.nailer. 2.2.12 Mission "S" One-piece Tile: Starting along the eave, tiles are laid with a horizontal spacing of 11 inches (279 mm) on center. Atthe eave, a 1 -by -2 -inch wood strip orfascia board raised 1 inch (25.4 mm) above the sheathing boosts the first row of tiles: Subsequent courses are laid with a 3 -inch (76 mm) head !ao. The tiles are laid with a horizontal center spac r Evaluation reports ofICBO ion to lizing the code upon based.Evaluationreooruarenotrobeconstruedoer prion Service, Inc., are esenting`ely aestherresroranyothe1attriothe report utasan�otspeCifecall �addr�sedtnorasanendorsementarhecommen- is wedthe dation for use of the subject report. tests or other technical data submitted by the applicant. The on Service, Inc., tech ic I test is report is based hoeordata, but doestnot posseestest facilities:o make an independent verification lTBer is no atrranty owlCBO Evaluation Se�ryee Inc., express orimplied,astoany"Finding" or other matter in the repo or to any product covered by the re?ar.T.iisduciaimer includes, but is not limited :o, me Pagett ofr'6' _Fage 2 of 6 ing of 11 inches (279 mm) and avertical exposure of 15 inches (381 mm) to the weather. 2.2.1.3 Bella Two-piece T rile: The Bella two-piece tile is installed similarly to the Mission two-piece tile, except that pan tiles are layered in vertical rows 81/2 inches (216 mm) on center. 2.2.1.4 Fiat Shingle Tile: A 1 -by -2 -inch wood starter strip is used at the eave to raise We first course approximately 1 inch (25.4 mm) above the sheathing. Subsequent courses are laid with a minimum 3 -inch (76 mm) head lap. Exposure of each file to the weather is not greater than 11 inches (279 mm). 2.2.1.5 Roman.Pan Tile: A 1 -by -2 wood starter strip is used at the eave to raise the first course approximately 1.inch (25.4 mml*above the sheathing. Subsequent courses are laid with a minimum 3 -inch (76 mm) head lap. Exposure of each tile to the .weather is not greaterthan 15 inches (381 mm), with hori- zontal center spacing of not more than 121/2 inches (311 mm) when using Bella top tiles and 14 inches (256 mm) when us- ing Mission top tiles. 2.2.1:6 Bella Roma Tile: A 1 -by -2 wood starter strip is used atthe eave to raise the first course approximately 1 inch (25.4 mm) above the sheathing. Subsequent courses are laid with a minimum 3 -inch (76 mm) head lap. Exposure of each tile to the weather is not greaterthan 15 inches (381 mm), with hori- zontal center spacing of not more than 11 inches (279 mm). 2.2.2 Sheathing: Solid sheathing consists of nominal 1 -by lumber or minimum 15/`2 -inch -thick plywood. Sheathing installation must comply with the code. 22.3 Underlayment: Minimum one layer of Type 40 as- phalt -saturated oroanic left, complying with ASTM D 2525-86, has minimum 4 -inch (102 nm) overlaps on horizon- tal joints and 6 -inch (152 Fm) overlaps'on vertical joints. The felts attached to the sheathino in accordance with the code. 2.2.4 Battens: ir/t;en required, nominal 1 -by -2 weed battens are so - parallel to the eave to achieve the required mini- mum 3 -inch (76 mm) head lap between successive tile courses. End joints of the batten boards are separated 1/2 inch (12.7 mm) every 4feet (1219 mm), or 2 -inch -square (59 mm) shims crit from new asphalt shingles are placed under- neaththe battens every 24 inches (610 mm) to facilitate water drainage. i ne battens are fastened to the deck with corro- sion -resistant 8d box nails at a maximum of 24 inches (510 mm) on center. 2.2.5 Flashing: Valley fia='ning consists of minimum No. 28 gage, corrasion -resistant metal that extends a minimum of 11 inches (279 mm) from the valley centerline each way, with a splash diver' er rib as part of the flashing. Each longitudinal edge of the flashing is turned inward approximately 30 de- grees pastthe vertical to give a 1/2 -inch (12.7 mm) return. The flashing is lapped at ends a minimum of 6 inches (152 mm). Fashing around vents, pipes, flues, chimneys, and other. roof penetrations consists of a minimum 3 -pound -per - square -foot (14.7 kg/m2) lead, copper, or 0.021-irch-thick (0.533 mm) aluminum jacket A bead of mastic or cement mortar,.applied at the front face between the flashing and tile below, matches the file profile. Long lenaths of flashing ler roof t les abutting parapetwalls or copings can be rigid materi- al such as galvanized sheet metal farmed to make the tile pro - ilia. ER -3416 ' 2.2.6 Tile Fastening: 2.2.6.1 General: Unless scecified otherwise, tiles must be fastened in accordance with Table 15-0-1 of the UBC. 2.2.6.2 Roof Slopes 7:12 and Less: Each tile is fastened -� with one minimum No. 11 gage, corrosion -resistant steel nail of sufficient length to penetrate 3/4inch (19.1 mm) into the sok id sheathing or through the thickness of the sheathing, which- ever is less. Other fastening systems, such as those recog- nized in ICSO ES evaluation report ER -3362, are permitted, subject to approval by the building of7ciai. 2.2.6.3 Roof Slopes Greater than 7:12toLess thatt21:12 The Mission and Bella Two-piece tiles are attached with one No. 11 gage, corrosion -resistant steel nail as described in Section 2.2.6.2 and wind locks as described in ICbO ES eval- uation report ER -3362. Each,, Mission's" One-piece tile, Bella Roma tile and Roman P2n tile is fastened with two No. 11 gage, corrosion -resistant steel nails as described in Section 2.2.6.2. 2.2.7 Hips, Ridges and Rakes: Hip and ridge tiles are installed over ridge boards. Each ridge and hip file is nailed with a No. 11 wage, cormsion-resistant nail driven into the ridge and hip framing members. A bead of roofe'r's mastic or cement mortar must be spread across the nail head. In areas subjectto biowirg sand, snow, or high rainfall, the longitudinal edges of hip and ridge tiles are bedded in pertland cement mortar or by an approved altemate method to provide weath- er protection acceotable to the local building official. Rake and coping tiles are fastened with two nails. 2.3 Rocf-Classification: -` The flies are noncombustible roof coverings in accordance with Section 1504.2 of the UBC. 2.4 Identification: A tag that notes the man&acturer's name (Delea Clay Tile Co., Inc.) and address, the installed weight, and the evalua- ticn report, number (ICB0 ES. En 33410") is affixed to each shipping pallet. 3.0 EVIDENCE SUBM11 T ED Data complying with the IC60 ES Acceptance Criteria for Special Roofing Systems (ACO o, dated April 1999; report of tests conducted in acccrdance with UBC Standard 15-5; and installation instructions. 4.o FINDINGS I hatthe Mission Two-piece, Missicn "S" One-piece, Bel- la Two-piece, Bella Roma, Roman Pan, and Flat Shingle Clay Roofing Tiles described in this report comply with the 1997 Uniform Building Code`", subject to the following conditions: : .4.1 Tnetiles are manufactured, identified, and installed in accordance with this report .and the manufactur- er's Instructions. , 4.2 ' The installation is restricted to areas where the mean annual• rainfall does not exceed 20 inches (508 mm) and the average of the daily lows for any month is a minimum of 30°F.( -1°C). - 4.3 The tales are manufactured at the Deleo Clay Tile Co., Inc., plant located in.Lake Elsinore, California. This report is subject to re-examination in two years. Page 3 of,6 r \: �• � it mr PLAT SHINGLE TILE RIDGE TILE MISSION ONE -PIECE'S' TILE— Por Flat Shingle Tile (120 Degrees) iuli{rflfr(�f' , �- ` /T Idoli(u �l�cwl (1(111 /� Tor il�IurllriOut ER-3416 T yr hu • Txo-►i>cu slssloM nu 11uA Two-plics T{ss a iit sure it loam • _ IAds c1.01011 OAILLI RAII TILL Far Mission Two-Tiecs Leh aad Right available ITA1111 AND 1001711! � 17 � i , ' r• -- 13' 1 18 RCMAN FAN i IL: 19 Page4of6 Yuror IaUsr hoard shssk w an hold r - r ted T8s - ro .ab ream hr leorlm Idsdorm.m 'DIF Th 2 Seostu Tile 221Id. G d ER -3416 Siathieq. 142 ids � Ddsrbrmsnt oar •.:Nd op cool . Bq Idiot mr a veiu r s r sa8sr - 1001 TALI t1OiI ; - NI! AND R19st BOOSTED: SELLA DITlll •ROOF TILE 111io a TTpical Cross-Seclioa Typical Crass-SoctI00 Typical Goss•Suli rodiad Csrnst rbsw a hp. Said t dgs_THs Wsol loth 2 t. Cassrar Flsshieq 14N1 aeeeol : Caoasr Flmhioq ' Sam". flashing • - MortarDa . Aarnut r ■ r strip Baia t0s. A'.D � - 2 polo top J r.rLr2r tJ �-- / r - o.c -i Fdt \ toaf Tib "and i Dsdsrleraof 1': T Storm Stry ` SM1nshiM - --- -• LATE AND RARE B/TAIL - , ,ROOF TO MALL PAR FLAsIIYY W1711 2 BAR COOlTRI SR 71001 slowing LIFT CABLE BALI, FLASBI%i slow% WITH 2PC'f BILL ME _ 1' - 4' STRIP AND MALL FLASII%B loq uth Tib - larlsr thr. Tib lad N Isibt L 1 • r s i %o l tMs Tl+ lxh Vailthra ib LadYaq Foo Sar A - 5011Tuh Tib lsirr Fsh as la to Y.isr 1 ssd Tib is Yoibr / Ing Iexur Tds Lad ran lad T Tds to Roger t i a i 12 ur TDs rr>:sw Tib J r: r Ea3. F�'� reriss 7 toIsos 10d Tea Naha F�'� S• �--i �. Sh M 2T 1= Slops LD Mads tlsn b hs 11� Isda.l.ith s/i .Load osd rise 1r a(. Stagpvsd panus 2/i ask. into 8¢3. of shoal" It thrs shssthiq D - SF�as h Sfir1011 ba th® 3/j7. AE cods N M caraiss raistoaL s TWO-PIIC1 BELLA TILL FOR r ,., y-'TMO•PIECI BILLA TILE FOR, .- • TWO-PIECI FELLA TILE FOR 7:12 TO 21212 SLOPED _ 7212 TO 21212 SLOPIS - 3212 TO 21r12 SLOPIS hrtbed Cs..ol I..( rile Pbstsr a hpr -I �/?� .. . luted li*W Lath I I 0adsrlap.set ' —r ." Ceasur Flahuq Ears Cnassrr r 2 r Fi-sh p - In hold Cush in Cmnt For I'/i N r Dail r BOOB slid Stop llr.00d 1 taeF TB. f Dadarbr. at _ Bold Imp - I I Imo.-.r�:•_ // s, IF s/� F}rsead Yard lu4 1 :h •r 1. • F.sdsq r -gip - I ` t/i �-- - ` I • 2 z load Fads11 For It'd Stop M Comm on lade Tds t ROOF TO MALL FLASIIIYi AND ' ROOF TO MALL FLASBI%i AIB. tl71QlT 3115 STOP COB%TIR MINING - COI%TIR FLAS01%i - FIGURE 2—TYPICAL INSTALLATION DETAILS r i r Cans Strip ry)ICAL LAYOUT OF 1100! -, • tidq. --. ., is Nailer - Sin ispods mortar as Fool tlscS Sbiagia .w RJR aad ridge :raa -9e an made in atcommadals nnp . rhaiin. siop. roait. . r - EAyE DETAIL ■1p AND 1s1DGi DETAIL - .• - . Typical Cross•Sedloo •.d/fir!//��_.rn/��`fL�� •..• r+ tor+kad Cm.el _ p4asru op taper lacked Masai larb .mesal meal '— Flasiiea �� f / •:�_ ��1� godutatareu 1 It 11' moa(msm Zpesara - JUSRING AT WALL RARE DETAIL FiGUnE 2—TYPICAL INSTALLATION DET, AILS—(Ca . .'s Page 6 of 6 R�111. -= TM Roof To Wall and Counter-Flashivz Tr=' TOm. Trbn Tu. T"n. Yvmnd 2Z4 Yfiler (min 2-) Sbed Roof Left Rare Roman Pans 1 / � :1.®111. LX "S" Tile FIGURE 2—TYPIC AL-INSTALLA7 iori DETAILS—(Continued) ER -3416 „16CT-28-2002 06:30 PM W MORRIS JOHNS MANVILLE 909 875 1798 P-02 Y Johns Matmille Specification 3CND-CA/3FND-CA/3PND-CA Three Ply Cold Process Modified Bituinen Mineral Surfaced Roofing System- For use over plywood or otter nailable decks on inclines up to r per foot (250 nint/rn). For Regions 1, 2 and 3 Materials per 100 sq, It. 19.3 mr) of Roof Area r CaW Adnrds ah«,vtVON� ta.up ' Sheetlhirtg Paper. Wood board decks only 1 layer Felts: Base: GlasBase, GlasBase Plus, DynaBasa, OynaPty, PermaPty 28 or DynaLastic 180 S 1 layer Intermediate: DynaBasa, Dyna Pty, GlasBase, GlasPly Premier, 0. B.u. GlasPly, IV, PormaPly 28. Dynal.astic 180 S or GlasBase Plus 1 layer Cap: 0 I 3CND-CA—DynaKap or DynaKap FR Puwaltplf"ta 4 3FND-CA—DyneGlas, DyneGtas FR or DynaGlas 30 FR' 3PND-CA—DynaLasbc 180, DynaLastic 180 FR, DynaLastic 250 —.0d.a Lr W' _ or DynaLasbc 250 FR 1 layer '0yne61u 3n FR must be used in conlunction with DynaBasa, Dynel`ly or Dynal.mir. itq S only. Approximate installed weight 165 - 360 lbs. (75 - 163 kg). General This specification is for use over any type of approved strucntral deck Iwithout insulation) which can receive and adequately retain nails or other mechanical fasteners that may be recommended by the deck manufacturer. Examples of these decks are wood, plywood, and approved oriented strand board (OSB). This specification is not for use directly over lightweight, insulating conirete decks. Design and installation of the deck and/or toot substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly and campletely. Areas where water ponds for more than 24 hours ars unacceptable and will not be eligible for a JM Roaling System Guarantee. Flashings Flashing details can be found in the -Bituminous Flashings' section of the JM CommercieUlndtistrial Roofing Systems Manuel. Application On root decks with slopes up to ik' par fnot 141.6 mm/ml, the roofing fetts and modified bitumen shoats may be installed either perpendicular or parallel to the root incline. Over wood board decks, one piy of sheathing paper must be used under the base felt next to the deck Using one of the base felts fisted, start with a piece 24'1610 mm) wide. The remainuig felts are to he applied lull width with Y176 mm) side and 4' (102 mm) end laps over the preceding sheets. Nail the laps at T 1229 mm) centers, and down the longitudinal center of each felt place two rows of nails, with the rows spaced approximately I V (279 mm) apart and nails staggered on approximately 18"1457 mm) centers.Use nails or fastener& appropriate to the type of deck, with 1' (25 mm) minimum diameter caps. For additional fastener information, rater to the fastenor data in the 'Roof Decks” section of the current JM Commercial/Industrial Roofing Solutions Manual. Roll an 19%" (502 mm) wide piece of one of the intermediate fetes listed into a full coating of MBR cold application adhesive. The remaining felts are to be applied full width, in the same manner. End and side laps can be done in one of the following ways: AI Use cold application adhesive on the 3- (76 mm) side and 6" (152 mm) end lap. nr Md!•bnMei •�� r CaW Adnrds ah«,vtVON� ta.up ' ShcnrNnq Prgr ' w ha,�r.•h • GIMau raw, — • " •Appr_ad.hM 0. B.u. SOS CAP S:mt Om.Pry m . • I Puwaltplf"ta 4 ► ....� eelKhdIIir 1;S —.0d.a Lr W' . am uaaar: ' ,. x«� waro.a r •. y Cd l.apa' .'.4. o, • I ��►1 — Cal Mra6a.00n SUooved ' T Aaen Win.) . 0.maoa. DY..Pbr. G4.&a.c OMrP1r rrv,d. rmsrhr iv, r.nn,vry n swot.+,;, low S or M.S.. ft. 3CND-CAAFND-CA/3PND-CA B) Use a hot air gun or torch on the 3' (76 mm) sido and 8' 1152 mm) end lap. All laps must be rolled with a 3 (76 mml rounded edge roller. A W to 3h' 13 mm to 10 mm) bleedout of SBS compound shall be visible at the edge of all seams. All laps must be checked for good adhesion. Cap sheet application is accomplished in one of the following ways: M Apply a full width piano of one of the cap sheets listed into a full coating of MBR Cold Application Adhesive. Subsequest sheets are to be applied in the same manner, with 4" 1102 mm) side and 8" (152 mml end laps over the preceding sheets. Or... . 8) Prepare the 6' (152 mm) end lap by removing all loose granules. Meat and embed all remaining granules with a hot air gun or torch. Apply heat to the 3" (76 mm) side and 6" (152 mm) and lap making sure both have a good compound flow to adhere the two surfaces. All laps must be rolled with a T176 mm) rounded edge roller. A W to IN (3 mm to 10 mm) bleedotn of SBS compound shall be visible at the edge of ail seems. Ail laps must be checked for good adhesion. Subsequent sheets are to be applied in the some manner. Application of JM 383 Modified Bitumen Products may require the use of a hot au gun or torch. improper use of these materials and application equipment can result in severe bums, andlor other physical injury, as well as damage to property. In order to prevent these situations the mechanic must install the materials using the techniques reeotmnended by JM and those found in 'A Guide to Safety: Torch -On Modified Bitumens" available from the Asphalt Roofing Manufacturers Association. These techniques hew been endorsed by the National Roofing Contractors Assaeiatlon and the United Union of Roofers. Waterproofns and Allied Warlfers. Note: When using metric and English sized base and cap sheets in the some system, care must be taken to avoid lap over lap configurations. ease sheets and trap sheets with polyester reinforcementoat mbe allowed to relax in an unrolled position prior to installation. For cold weather application techniques, refer to Paragraph 7A.24. Steep Slope Requirements Special procedures are required on inclines over 4' per toot (41.6 mnUm). Refer to Paragraph 7A.21. surfacing ' No additional surfacing Is required. For an identical copy of this specification, ask for RS -4283. ,,OCT=28-2002 06:30 PM W MORRIS JOHNS MANVILLE 909 875 1798 P.01 )rte � • Johns Manville II. Deck: C-15/32 Incline: 3 Insulation. 'DuraBond', perlits or glass fiber, 3/4 in. thick min; joints in insulation offset 8 in. with joints in deck Base Sheat: One or more plies Type G2 or 'Dyneeaae", mechanically fastened, spot or fully mopped, or 'O"sWeld Base", heat welded. Mambranw. 'DynaCled" (SBS modified bitumen), torched. Close C I. Deck: NC Incline: 1/2 - Insulation (Optionalk One or more lavers, any thickness. Johns Manville 'Fesco", -Fesco-Foam", "ISD 1", 'E'NRG'Y-2".or arty UL Classified pofyisocyanurate roof insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -fit" cover board, or 314 in. 'Fesco;*'Over polystyrene. Rate/Ply Sheet One or more plies Type G2 "GlasBase", "GlasBasoPlus 'Ventsulation', "DynaBase', Type G1 'GlasPly IV", 'GlasPly Premier-, hot mopped, or "DynaWeld Base', heat welded. Membrane : "OyneKep', "DynaMax FR', "DynaLastic 250FR", "Roof Defender S8S Cap Sheet' or -DynaGlas- (SBS modified bitumen), hot mopped, or 'DynsWeld Cap", heat welded. SBS MODIFIED BITUMEN COLD APPLIED SYSTEMS Class A System components are fully adhered with 'MBR Cold Application Adhesive applied at 1-2 gal/sq. t. Dock: NC Incline: 3 Insulation (Optlansl): One or more layers, any thickness. Johns Manville "Fesco , -Fesco-foam 'Fiber Glass Roof Insulation", "ISO 1". 'E'NRG'Y-2' or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. 'Retro -Fit- cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" over polystyrene. mechanically attached. Base Sheet One or more plies Type G2'PermaPly 280, "GlasBase , "GlesBase Plus", 'Ventsulation', 'DynaBase", 'DynaPly" or — "DynaLastic 180S% mechanically fastened or adhered with "MDR Cold Application Adhesive". Membrane: "DynaKap', "DynaGlas', "DynaPly 'DynaMax FR-, 'DynaLastic 250FR" or 'DynaLastic 180' ISBS modified bitumen), adhered with "MBR Cold Application Adhesive". Surfacing: Gravel or "MBR Cold Application Adhesive"., 2. Dock: C-15132 Incline: 1/2 Bass Sheet "GlesBase", "GlesBase Plus", 'Ventsulation' or 'Dynabase", nailed. Ply Sheet One or two plies Type 62 "PermsPly 28". "GlasBase', "GlasBase Plus", "DynaBase" or'DynaPly-. adhered with -MBR Cold Application Adhesive Membrans: "DynaKap FR", "DyneGlas 3D FR 'DynaMax FR 'DynaLastic 250FR", "DynaLastic 180FR- or "DynaGlas FR- (SBS modified bitumen), adhered with 'MBR Cold Application Adhesive'. 3. Deck. NC Incline: 1/2 - Insulation (Optional►; One or more layers, any thickness, Johns Manville "Fesco". 'Fesco-Foam', "Fiber Glass Roof Insulation", "ISO I", "E'NRG'Y•2" or any UL Classified pnlyisocyanurate roof insulation, in combination (optional) with 112 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with 'MBR Cold Application Adhesive" or 3/4 in. 'Fesco" over polystyrene, mechanically attached. Bass Sheet One or more plies Type G2'PermaPly 28", "GlasBase", "GlasBase Plus', 'Ventsulation", "DynaBase", "DynaLastic 180S"or "DynaPly mechanically fastened or adhered with "MBR Cold Application Adhesive". Membrane: "DynaKap FR-, -DynaGlas FR 'DynaGlas 30 FR", 'DynaMax FR'. 'DynaLastic 250FR" or "DynaLastic 180FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive'. 4. Deck: C-15/32 Incline: 1/2 Insulation (Optional). Any thickness, one or more layers. Johns Manville "Fesco', "Fesco-foam", "Fiber Glass Roof Insulation "ISO 1", 'E'NRG'Y-2" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with, 1/2 in. "Retro -Fit- cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. 'Fesco" over polystyrene, mechanically attached. All insulation joints offset -from plywood deck joints, 6 in. min. 8030 Sheet One or more plias Type G2 'PermaPly 28', "GlasBase", "Glas8ass Plus", "DynaBase- or 'DynaPly", adhered with ' 'MBR Cold Application Adhesive-. Membrane: "DynaKap FR", "DynaGlas 30 FR", 'DynaMax FR', "DynaLastic 250FR', 'DynaLastic 180FR" or "DynaGlas FR" ISBS modified bitumen), adhered with 'MBR Cold Application Adhesive'. �t r TRISTATE LANd SURVEYORS &• Civil ENciNEERS ` 78,120 CAVE ESTAdo, SUITE 102, LA QUINTAL CALIFORNIA 92253 (760) 564.0271 (800) 363.6306 FAX (760) 564.0279 March 27, 2003 �_- .- Mr. 3esse_ cJ. Jimenez , CITY OF LA QUINTA 78-495 Calle Tampico La Quinta, California 92253 RE: Form Certification - La Quinta Professional Plaza Parcel Map No. 29889, Lots 4 and 5 Dear Jesse: This letter is to certify that a field survey was made of the existing forms in the City of La Quinta. Lots 4 and 5 of Parcel No. 29.889 were found to be in conformance with the approved Grading Plan. The following are the results of our survey: . LOT # °PLAN GRADE MEAN ELEVATION 4 63.50' 63.53" 5 63.00 63.04 If you have any questions, please do not hesitate to call. Sincerely, LAND s�9` U O Ken Nussbaum NO.8298 LS. 6298 OF x ' YES f �En&e.i,6 SP 777WildcatDrive, Suite C, am Desert, CA 9221 • (760) 360-5770 1 • Civil & Structural Engineers • Architects • Surveying . Code Consulting • Building & Safety Services Te;'eCOpy Transmittal To: City of La Quinta FAX No: 777-7011 Attn: Greg Butler Date 3-26-03 From: John Thompson Project: LOPP 4 and 5 Phone W.O. No.: No: Description of Document: Page 64 of calculations for parcel 4, revised baseplate calculations using Fc = 2.5 ksi Comments: . 0rig1na1.to be Mailed: ❑ Yes ❑ No This Material Sent: ❑ Yow Files. ®. Your Review ® At Y)ur Request ❑ Please Call Upon Receipt Other ❑ _ . Copies: Total, Number of Pages (Inc-luding this Transm,ittal): 2 Note: Please call and ask for telecopier operator if you did not receive the total number of pages or cannot read the pages transmitteJ. Thank you. t TEL ECOPIERS Palm •Desert (760) 360-5719. CWE7b 5/98 Z0 39dd �3S 9NI633NI!)N3 JNn0A 8TL909609L ZE:Oi C00Z/LZ/E0 APR -15-04 THU 9:26 AM' RIV, CO, FIRE P&E `INDIO FAX Y.O. 1 76"0 863 7072; P. 1 RIVERSIDE -COUNTY FIRE DEPARTMENT In cooperation! with the California Department of Forestry and Hire Protection 10 West San Jacinto Avenue@ Ferrrs, Ca Itornia .'5 . (9W)94 -690o 9 Fax ) Tom Tlsdala Rre Chief April 15, 2004 Proudly 1;crvins the . Unincorporate Areas of Riverside City Of La Quinta County and the Building Department Cities of: . Banning Re: Fire and Life Safety'Cle'arance Beaumont LAO -02 -BP -206 Building shell final for building 4 Calitnesa Canyon i.ake 0 The Riverside'County Fire ' _ _ fire and life safety clearance for the Coachella �� Following address locatedshing �o� ZRT� a Quinta. Please call if you should , have any questions.. Desen IIot. Springs l - Indian Wells Indio Lake Elsinore r ' FRANK KAWASAKI G Ch` -F' Depart ment Planner La Quinta Moreno Valley Palin Dcsca4 $y A0 Dale venson Perris Fire Safety Specialist . Rancho Mirage San Jacinto Temecula board of Supervisors c, ' Bob Dustar, District t DFI John TavagNone. Disvict 2 Jim Venable I)ist,,ct 1 Roy Wilson. f)istrict 4 - Marion Ashley, Distfict i ... EMERGENCY SERVICES DIVISION • PLANNING SECTION "• INDIO OFFICE 82.675 Highway 111, 2"4 FI., Indio, CA 92201. (760) 863-8886 • Fax (760) 863-7072