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05-4198 (RC)
LIF P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 05-00004198 78740 HIGHWAY 111 643-220-004- - REMODEL - COMMERCIAL REGIONAL COMMERCIAL 148000 Architect or LI14NSED CONTRACTOR'S DECLARATION 444 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: LA QUINTA FURNITURE LLC 1919 GRAND AVE #2A SAN DIEGO, CA 92109 NOV 2 8 2005 CITY OF LA 6U NTA I hereby affirm under penalty of perjury am licensed under visions of Chapter 9 (commencing with Section 7000) of Division 3 of the si and Professionals Cod , and my License is in full force and effect. License Class: B i e No.: 862848 ate: /% - Contractor: ' I hereby affirm under penalty of p jury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, siness and Professions Code: Any city or county that requires a permit to construct; alter, improve, demos h, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statemen that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.6 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Contractor: I RIVERO CONSTRUCTION ( 77700 ENFIELD LANE, #B PALM DESERT, CA 92211 (760)200-8822 Lic. No.: 862848 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/31/05 ----------------------------------------------- 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 and poli er are: Carrier cv Number _ I certify that, in the per or ve worTclo�Ctticp.i permit is issued, all not employ any person in any m r s as to b come subject to the wart 'compensation sof California, and agree the if I s o Id bec a workers' com nsation provisio of Section 3700/of the abor C e, I all forthwith comp with those visions. Date: ���1 Applicant: ' WARNING: FAILURE TO SECU W RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO IMIN L PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN AD TION 0 THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR DE, NTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT . IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for omission re ate being performed under or following issuance of t ' ermit. 2. Any permit issued as a result of this ap cation become a d void if work is not commenced within 180 days from date of issue a of such per ' , or ce ation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state a ab a infor ation is cor ct. I a�representa ree to comlwith all city and county ordinances and state laws relating t uildi cons coon, and of this county to enter upon the above-mentioned prop i ection os Date:! Signature (Applicant or Agent): LQPERMIT Application Number . . . . . 05-00004198 Permit BUILDING'PERMIT Additional desc . Permit Fee . . . . 807.50 Plan Check Fee 524..88 Issue Date Valuation . . . . 148000 Expiration Date 4/29/06 Qty Unit Charge Per Extension BASE FEE 639.50 48.00 3.5000 THOU BLDG 100,001-500,000 ---------------------------------------------------------------------------- 168.00 `' Permit . . . ELECT --ADD/ALT/REM Additional desc . Permit. Fee . . . . 15.00 Plan Check Fee 3.75 Issue Date . . . . Valuation . . . . 0 ^ Expiration Date 4/29/06 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments Shell Building Alteration to pre -existing -abandoned movie theater in preperation for future furniture store tenant improvement construction (to be obtained by separate permit). Reference; City of La Quinta Resolution No. 2005-047 Alteration is not approved for Occupancy by this permit. ---------------------------------------------------------------------------- Other Fees . . . . . . . . STRONG'MOTION (SMI) - COM 31.08 Fee summary Charged Paid Credited ------------------ ------- Due ------------------------------ Permit Fee Fee Total 822.50 .00 .00 822.50 Plan Check Total 528.63 .00 .00 528.63 Other Fee Total 31.08 .00 .00 31.08 Grand Total 1382.21 .00 .00 1382.21 LQPERMIT rr��QQ rr�� /_ . - CITY OF LA QUINTA��SUB-CONTRACTOR LIST ' JOB ADDRESS l!�' /Y6 1�lY<l,L PERMIT NUMBER OWNER BUILDER . • This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to wor on this fob. Any -changes to this list must be approved by the Building Division prior to commencement of. work. Failure to comply will result in a stoppage of work and/or the voidanc, of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. Classification Contra Company Name ContractosUcense . Classification License Number Exp. Date (e.g. A. B, C-8) (xxxxxx)/ (xx/xx/xx) Compersatrn(n o:urande:. Carrier Name Policy R!umber Exp. Date ((ee.g. State Fund, CnalComp) (Format Varies) (xx/xx/xx) City. .....:.. .:...: . ssTrade! Busnee License Number Exp. Date (xxxx) (xx/xx/xx) (1 EARTHWORK IC -12).: ;. CONCRETEZ FRAMI09'(C-5) .. CAI STRUCT::STEEL MASON' Ry (C-29) 'PLUMBING (C-36) '. EATH. PLASTER (C=35) L �� C�?J�' 4 D-01 �� 7 la -7<4 U z . DRYWALL (C-9) . s..: Q HVAC. (C-20):.:.:: :<. „. .::: ELECTRICAL. (C=1 0),:. O 1I� . ���' — % ODZ r Zf�-ob y3 3 -71 •SHEET.METAL (C0-43), FL004RING (C.-`.15).:.-':.-..... i GLAZING (C-17).> :< .: ;:. INSULATION(C7.2) . SEWAGE DISP (6-42) . ` 4 PAINTING (C=33) �C •V -V -db /j V ��1 CERAMIC TILE (C-54) , CABINETS (C-6) FENCING (C'-13) `r LANDSCAPING (C=27) POOL (C-53) CERTIFICATE OF COMPLIANCE INTA RJET1>(c- 4bOtcb 14 :ss C2UINTl� �EN.T'F,..2 LA G CoyVE 15-:LE4 -Ml DOCUMENTATION AUTHOR 61 MON raj QA 1-0V6 GENERAL INFORMATION Part 1 of 2 W OLTG-1-C -6-05 Buildino Permit checked WJDale Enforcement Agency Use FUNCTION TYPE 1LN OUTDOOR LIGHTING ❑ OUTDOOR SIGNS ❑ INDOOR SIGNS PHASE OF CONSTRUCTION ta, NEW CONSTRUCTION ❑ ADDITIONS ❑ ALTERATIONS STATEMENT OF COMPLIANCE This Certificate of Compliance lists outdoor lighting system specifications need to comply with Titie 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building Ilghting requirements. The documentation preparer hereby certifies that the documentation Is accurate and complete. DOCUMENTATION AUTHOR SIGNATUR 7779 E 51MON L�k0\15LV -�-,_-- --� -6 - 05 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented In this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained In the applicable parts of Sections 110, 119,130 through 132,146, and 149 of Tltie 24, Part 6. Please,/one: I hereby affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed In the State of California as a civil engineer or electrical engineer, or I am a licensed architect ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that 1 am a licensed contractor performing this work. ❑ I affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document because It pertains to a structure or We of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE & WORKSHEETS (✓ box If worksheet Is Included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. EQ OLTG-I-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-i-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs 2. Use LTG -1-C if the project consists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-i-C if the project consists solely of outdoor signs 4. Use OLTG-i-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor li htin OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs) OLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations. ❑ OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor sl ns. zoos Nonresidential Compliance Forms April 2005 ERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C OJECT NAMEGa F htin Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power Lighting power allowances for general site illumination on OLTG-2-C Part 1 of 4 ❑ Not Applicable 13 Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 11 Not Applicable 63'Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 ❑ Not Applicable ❑ fighting power allowances for vehicle service station canopies on OLTG-2-C Part 4 of 4 bdNotA plicable 13 Sign lighting compliance on OLTG4-C LK Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Block for Mandatory Measure VInstalled lighting power has been determined in accordance with § 130(c)1 ❑ N t Applicable Ail permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor § 132(s) ❑ Not Applicable ❑ All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and !11-9pwoor sales areas meet the Cutoff Requirements of § 132(b) Not Applicable All permanently installed outdoor lighting meets the Control Requirements of § 132(c)1 13N!1,6pplicable Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of § 132(c)2 ❑ Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL IDENTIFICATION CONTROL TYPE Auto Time swltchrPhotosensor, etc AREA CONTROLLED NOTE TO FIELD -� tZr�a►'1 LTA. GoATMOL Pft1P049L(. ,G, latTr+_vP_ 6xjej21012 0- 9470 9470 tA , G . 6©4lMv L NoTba c- IT, e_ 149ATI Acm Px-tP_zAo,_ dj<Z 2005 Nonresidential Compliance Forms April 2005 1 �i U ,ro aci b Lb it O N 44 Allowed Watts 00 V N d d Minimum of O) m (D or M N V C Design Watts fl V (LxN) ca J 0 Z 10 Number O C3 M ?wof Luminaires — IIS t� V 3 a i a I* If CEC Default C Watts ,r y per Luminaire d c>t Number w .� Y of Ballast per Luminaire M N ' Watts t+ m v R per Lamp t� Number of Lamps per _ a t — =° C h Luminaire R t E ` x Lamp Type ti d t 0 Cutoff C3 Designation m � � o � h of 'C ILIN p m LL � .0 C CD E J Code for Q 0 9 W Luminaire C •�1 v Type a Allotted Watts 0 tD N (B X C) W J w Allotted LPD ci d 3 Z N y W/ftp V� _ pl o c a or W/LF a d v m Area (fe) or Z(a Length (LF) N o 0o V ej o Z W p CL CL i � o►a J n J 1 �i U ,ro aci b Lb it O N 44 SUMMARYPart 1'of 4 OLTG-2-C ELIGHTINGCOMPLIANCE DATEG,POWER ALLOWANCES — GENERAL SITE ILLUMINATION — Table 147-A Allotted Watts Luminaire Lam s/Bailasts Installed Watts A B C D E F G H I- J K L M I N O ons Category able 147-A � y N r 0•v 'n v D x n 0 13 0R Description o m r oo =1 =4 m Ib Z�3CmcZ 3•o c Z) co 3 43 mv •� 3 v E,CCD . N 9.LightingAPPlicati r a -" 3C 0 ° ° ia 0o= o % o — z$•mS mBC3 3c .x r' 'i 0 —Z5— $ Hw-v9eAol= rdr-MI IVAI ' 4w 1,54 C t (15k1010 okK IMH 1115 I Ito 7 I470 4 Z:5, 1 tP 9Z 13- WALL S[oNGE I rL 1 12.6 1 21 2D Lf4O Total Allotted Watts 3z40 Total installed Watts 2-010 2005 Nonresidential Compliance Fomes April 2005 CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENV -1 -C PROJECT NAME DATE LEGACY HOME FURNISHINGS 10/13/2005 PROJECT ADDRESS 111 La Quinta Center La Quinta PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Building Pennit 11 THORP ASSOCIATES (970) 568-9528 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date C+J Technical Solutions and Services 909 896-3631 Enrorc:ement A enr Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 11/11/03 N/A SaTt. 1 15 BUILDING TYPE ❑X NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTELIMOTEL GUEST ROOM ❑ RELOCATABLE- IndicatcE] Specific Climate -list; , or ❑ All Climates PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION UNCONDITIONED(File Affidavit) METHOD OF ENVELOPE ❑ COMPONENTIENV-2-C) ® OVERALL ENVELOPItENV•3-C) ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE 7771 This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR ISIQNATUR, n /% C) // z/ 65 The Principal Envelope Designer hereby certifies that the progd'sed buiIdin ,des4V' r presented in this set of constru documents is consistent with the other compliance forms an worksheet ,with the specifications, and with any other Calculations Submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110,.116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: ❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer. or I am a licensed architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and/Professions Code to sign this document because it pertains to a structure or type of work described as exempt ua'n to Bushes rofessions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME ATU Df�TE -°� LI # &Gli'Zgg F' THORP ASSOCIATES l/ /3 ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for MndrMeasure ENVELOPE COMPLIANCE FORMS & WORKS ET heck box if worksheet Is included For detailed instructions on the use of this and all Energy Efficiency Standards complianco forms, ploaso refer to the Nonresidential Manual publi the California Energy Commission. ®ENV -1-C: Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ❑ENV -2-C: Used Envelope Component compliance method ❑ENV -3-C: Used with Overall Envelope Compliance method ❑ENV -4-C: Optional. Use for minimum skylight requirements for large enclosed spaces EnergyPro 4.0 by ErrergySoll User Number. 5950 Job Nurnber.352 Paye:3 or 22 1 CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENV -1 -C PROJECT NAME DATE LEGACY HOME FURNISHINGS 10/13/2005 PROJECT ADDRESS 111 La Quinta Center La Quinta PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Building Pennil II THORP ASSOCIATES (970) 568-9528 DOCUMENTATION AUTHOR 'TELEPHONE Checked by/Dale C+J Technical Solutions and Services 909 896-3631 EnroruementA enc use GENERAL -INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 11/11/7 1 /11 /03 N/A Sq.Ft. 15 BUILDING TYPE 0 NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTELIMOTEL GUEST ROOM ❑ RELOCATABLE- IndicatCE] Specific Climate - list: , or ❑ All Climates PHASE.OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION 0 UNCONDITIONED(File Affidavit) METHOD OF ENVELOPE ❑ COMPONENT(ENV-2-C) ® OVERALL ENVELOPKENV-3-C) ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. . The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR 151QNATVR, n . /? d//zlo5 The Principal Envelope Designer hereby certifies that the propds6d build' Aesigr�presented in this set of constru documents is consistent with the other compliance forms an�worksheet .with the specifications, and with any other calculations Submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110,.116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: ❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer. or I am a licensed architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and:Professions Code to sign this document because it pertains to a structure or type of work described as exempt n .to Busine rofessions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME AT DATE I /,j -< LIC. if 156il THORP ASSOCIATES /3 ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for M nd tory Measure ENVELOPE COMPLIANCE FORMS & WORKS ET heck box if worksheet is included For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, ploaso refer to the Nonresidential Manual publi the California Energy Commission. ®ENV -1-C: Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ❑ENV -2-0: Used Envelope Component compliance method ❑ENV -3-C: Used with Overall Envelope Compliance method ❑ENV -4-C: Optional. Use for minimum skylight requirements for large enclosed spaces EnergyPro 4.0 by EnergySofi User Numbor: 5950 Job Number -.352 Pdge:3 or 22 L CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-I-C ..�� LA QOiNTA STA(C- Cb01 LO I N - DATE q- 6 -05 MWIT ADDRESS Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be i ( 1%A QOINTA e-"TQ2 LA Q.u,NTA c4. auildino Pam" PRINCIPAL DESIGNER -LIGHTING Goy',_ r✓ LECMI INC, TELEPHONE lbo-3 0-00% DOCUMENTATICN AUTHOR P' TELEPHONE --c5ima bViDate EMarcemera Agency Use ORMATION 4. Use OLTG-i-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor 'li NS C1 (:7 (� TIN Z ✓ ❑ LZ7 ® LZ ❑PE ZFUNC'nONTYPE® OUTDOOR LIGHTING ❑ OUTDOOR SIGNS ❑INDOOR SIGNS NSTRUCTION NEW CONSTRUCTION ❑ ADDITIONS ❑ ALTERATIONS F COMPLIANCE ❑ OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally and externally Illuminated signs, for both Indoor and - ---------- -' -----r^-^-- •'�^ �_.��..• •.y......yv�wvm ayo•.,uwu _ "..0 W Wllljlly WI{n I IUB [4, 1'arS etc d Or are:,auTOmia (.00e of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. SjMON I -S e� The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheels, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119,130 through 132,146, and 149 of Tige 24, Part 6. Please ✓ one: ys I hereby affum that I am eligible under the provisions of Division -3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed In the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 55372 or 6737.3 to sign this document as the person responsible for its preparation; and that 1 am a licensed contractor performing this work. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or We of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. (These sections of the Business and Professions Code are orinted in full In the Nonresidential Mannan INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE 6 WORKSHEETS (✓ box if worksheet Is Included) For detailed instructions on the use of this and all Energy Efciency Standards comp0ance forms, please refer to the Nonresidential Manual published by the Caldomia Energy Commission. OLTG_1-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-I-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs 2. Use LTG -1-C if the project consists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-i-C if the project consists solely of outdoor signs - 4. Use OLTG-i-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor 'li htin OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs) OLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations. ❑ OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally and externally Illuminated signs, for both Indoor and outdoorsi ns. 2005 Nonresidential Compliance For—ms April 2005 ICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C LDIN�Adules F on Plans Show that Outdoor Lighting Meets Allowed Lighting Power UrLighting power allowances for general site Illumination on OLTG-2-C Part 1 of 4 ❑ Not Applicable ❑Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 otApplicable Mughting power altowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 ❑ Not Applicable 2'ghting power allowances for vehicle service station canopies on OLTG-2-C Part 4 of 4 ot Applicable 0 Sign lighting compliance on OLTG-4-C E Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Block for Mandatory Measure ✓ , L Installed lighting power has been determined in accordance with § 13o(c)1 ❑ Not Applicable Ail permanently Installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor § 132(a) ❑ Not Applicable ❑ Ail Luminaires with lamps rated greater than 175 watts in hardscape areas, Including parking lots, building entrances, canopies, and all o oor sales areas meet the Cutoff Requirements of § 132(b) Npt Applicable All permanently installed outdoor lighting meets the Control Requirements of § 132(c)1 I❑ No plicable ETIBO'uilding facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi-Level Lighting Requirements of § 132(c)2 ❑ Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL IDENTIFICATION CONTROL TYPE Auto Time 8witch/Photosensor, etc AREA CONTROLLED NOTE TO FIELD gt, ae •►Zna►�►, LTA . 6c AT20L, "jep-joa— Cf<T ufz : 7no fA 1J , G . 60AIV--o L PjbToc6u 4-1- 1-11tr4iluttrium Lumpuance r-orrns Apri! 2005 N 12 Allowed Watts `)1 Minimum of m v (D or O) Nl Watts0 00 SAll,Design (LxN)K1 O � C Z :1 Number Luminaires � 1cm 9 of -- ,-. If CEC Default t� v 3 a a ° O Watts .� N per Luminaire c�( vNumber �i•• •� Y of Ballast per _ Luminaire M co -1 Wafts �+ m v 2 per Lamp t f Number a — of Lamps per _ = h Luminaire M _ Lamp TypeILL J d 0 Cutoff t t9 Designation IM r, ~ a U N r �"s m 3 Q p Code for Q w Luminaire CC Type G ca Q Allotted Watts X C) (B ct� WJE Allotte4LPDc) orJ w a Q. a 0 mArea ZLength (LF) E O 0 C l Q o /V Vitu Q � 8CL Z e [L IT 4) C L�k U w � J° �a J41 N 12 LIGHTING COMPLIANCE SUMMARY Part 1 of 4 OLTG-2-C PROJECT NAIVEIL^ Q01/41'4, t PbLD DATE ^w _ �b — `r 1 LIGHTING POWER ALLOWANCES — GENERAL SITE ILLUMINATION — Table 147-A) Allotted Watts Luminaire Lamps/Ballasts Installed Watts A B C D E F G H 1 J K L M N O Lighting Applications Category e9tY able 147-A $, p� o ma �r r�'fl m cl D W xm n-0 3� �n�io o Description y Q c� 00 ' m 3 c w�3 -:c�� `° A A r and 3 v 3 y c �--� �'�m co C 3 �� ✓. p �n cm _° c s'3 3$ y r r'n x Z —OKIHA=seADE r,0r_ 1WDAj 4wb 1,545 t^ ("lSkl 611D PkLk M N 1 115 1 Ito 7 1470 n It �I 4Z 1016 1L:191 13 WALL SCaN<E rL i ZG 1 27 2 D!�4 o Total Allotted Watts 3240 Total Installed Watts 201 O 2005 Nonresidential Compliance Forms Apr112005 r RIVERSIDE COUNTYFIRE DEPARTMENTD['PAR�210 West San Jacinto Avenue o Perris, California 92570 * (951) 940-6900 e Fax (951) 940-6910 Craig E. Anthony Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of- Banning f: B manning Beaumont Calimesa Canyon Lake Coachella. Desert Hot Springs .;. Indian Wells r. Indio .;. Lake Elsinore La Quinta ' Moreno Valley r. Palm Desert Penis Rancho Mirage ' San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 Date City of LaQuinta ' Building Department RE___Lt_ Clk i- n I 4a'r f 11-10- V-010 The Riverside County Fire Department i granting the Fire clearance for the following location Please call if ou should have questions 760-863-8886 Respectfully By Te DeSo Terry cY Fire Systems Inspector Notice: Document Cannot Be Duplicated Date 3/16/99 No. 18454 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE Owner NameResort Theaters of America No. 78740 Street Highway 111 Jurisdiction APN # 643-080-046 La Quinta Permit # Log # City La Quinta Zip 92253 Study Area Tract # Lot # - Square Footage 34,505 Type of Development Commercial No. of Units 1 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: r. EXEMPTION NOT APPLICABLE , This certifies that school facility fees imposed pursuant to Government Code 53080 in the mount of .31 X 34,505 or $ 10,696.55 the property listed above and that buildings permits and/or Certificates of Occupancy for this square footage in this.proposed roJect may now be is u�e'd; "• r �- Fees Paid By cc/PD National Bank/Des. City Devel/M. Shovlin Telephone Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Adriana Gauto Signature Payment Received $10,696.55 Check No. 74504 INOTICE: Pursuant of Assembly Bill 3081 (CHAP 549. STATS. 1996) 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 sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the Districl('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form -to district copy for all waivers Embossed Original- Building Depi./Applicant Copy - Applicant/Receipt Copy - Accounting This Settlement Agreement ("Agreement") is entered into as of the Iq of March, 2005,- by 005,by and between the City of La Quinta (the "City") and La Quinta . Furniture, LLC (the _ "Company") RECITALS WHEREAS, the City initiated a code enforcement action against the property located at X78-740 Highway 111,•La Quints, California ("Property") in.1999; and WHEREAS, the Company purchased the Property sometime in 2002; and WHEREAS, the City has notified the Company of certain substandard conditions on the Property and has demanded that Company eliminate said substandard conditions; and WHEREAS, as of the date of this Agreement, the substandard conditions on the Property have not been abated; and WHEREAS, in lieu of the City taking legal action against the Company for failing to eliminate the substandard conditions on the Property, City and Company have come to an agreement on a schedule of performance that will ensure that the substandard conditions on the Property will be remedied and that the Property will otherwise be brought into compliance with the La Quinta Municipal Code ("LQMC"); and• WHEREAS, the Company understands that by entering this Agreement, City in no way waives its right to proceed against the Company in any manner permitted by law if Company fails to comply with its obligations hereunder. i AGREEMENT NOW, THEREFORE, for full and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and based upon the foregoing recitals and the terms, conditions, covenants, and agreements contained herein, the parties hereto agree as follows: 1 P:258413.1:08553.003 1 l • Inco oration of Recitals. Each of the foregoing Recitals is incorporated herein by this reference and made part of this Agreement as if stated in full herein. 2. Schedule of Performance. The following schedule of performance shall constitute a material term of this Agreement and breach of any stated time hereunder shall constitute a breach of this Agreement All work performed by the Company under this Agreement shall be completed in accordance with all applicable Federal, State and local laws and regulations. a: No later than March 17, 2005, Conipany.shall secure, the Property (and thereafter maintain the same) to ensure that no access is available to the interior of the Property. b• No later than March 21, 2005, Company shall take all necessary steps to eliminate all weeds or similar overgrown vegetation. c• No later than March 28, 2005, Company shall take all necessary action to ensure that the dirt on the front of the building is graded to keep the water from ponding at the foundation of the building and to fill in the excavated area located in the front. of the Pro d• The Company will. proceed promptly and expeditiously with good faith and due diligence in an effort to complete the transaction with the pending prospective tenant with whom a "letter of intent" has. been signed for the Property, or,, in the alternative, to find or more substitute tenants. one e orbefore-August`31;-2005;,the Company shall obtain any:4nd_:a11, i inquired -permit(s);necess - i ary_ to complete construction of both the interior and exterior'of the -j Propertyincluding"all perimanent:landscapirig, to ensure that -the Piopeity-is in compliance with-'' j £ If Company hasTailed to commenceac l.construction--before August 31- __- (2005;_thc Company will lie_ required -to_.install -& d irrigate to the satisfaction `of the Ci tyi h droseed as temporary Iandsca _in and complete the same no later than Se teinber 14, 2005 in Y ro p $ p _ �. _ _ _ _ ._ P Ifront of the structure on the Property. _ P:258413.1:g8553A* 2 g• The Company shall. complete construction of the interior and exterior of the Property, including all landscaping, and shall submit for and (secure7g=Cert' Occupancy.from,the City on or.before December 3I, 2005.�ficate`of 3. sCitv's-Obligations a• The City will cooperate withthe Company to enable the °Company to comply, with its obligations under this Agreement including, but not necessarily limited to, Processing applications, issuing permits, making inspections, and issuing a Certificate of Occupancy, all.consistent with the City's procedures and policies therewith: b• The stated dates provided for inSection 2 hereinabove will be extended on. a day-to-day basis for any delays caused by 'acts of God or other natural causes beyond the Company's control, and to the extent the City takes more than 12 working days to com processin of an- y le p to y g y permit .application and/6r plans submitted b the Com an Y p y and `either provide comments with additional requirements and/or conditions or, if the give -application _ satisfies the City's standards, issue the requested approval and/or permit: 4. 41nuidated Damages The. parties hereto agree that since the determination of actual damages for andel y ay in performance of this Agreement would be extremely difficult or impractical to determine in the event.of a breach of this Agreement, the Company shall be liable for and shall pay to the City the sum of One Hundred Dollars ($100.00) as liquidated damages for each day the Company delays in. complying with any one of its obligations under this Agreement, including each stated deadline set forth in Section 2 hereinabove. 5. Enforcement Costs. If the Company refuses or fails to comply with any obligation herein, Company sh P Ya Il be responsible for paying any and all City costs associated with litigation, arbitration, mediation, or other proceeding relating to or arising from City's effort to enforce this Agreement, including all actual attorneys' fees, costs, and expenses (including, but not limited to, expert witness and other P:258.111.1-'08553.003 3 consultant's fees and costs) or any.appeal arising out of such proceedings against the Property to enforce the standards set out in the LQMC. 6. Indemnification. The Company agrees to indemnify the City, its officers, agents, and employees against, and -will hold and save them and each of them harmless from any and all actions, suits, claims, damages to persons or property, losses, costs, penalties; obligations, errors, omissions, or liabilities (herein "claims or liabilities") that may be asserted or claimed by any person, firm, or entity arising out of or in connection with the negligent performance of the work, operations, or activities of the Company, its agents, employees, subcontractors; or invitees, provided for herein, or arising from the negligent acts or omissions:of the Company hereunder; or arising from the Company's negligent performance of or failure to perform any term, provision, covenant, .or condition of this Agreement, except to the extent such liability may be caused by City's own active negligence, sole negligence or willful misconduct, or that of its officers or employees.. 7. General Provisions. a. This Agreement is the entire. agreement between the parties hereto with respect to the described claims and supersedes all prior agreements, oral or written, between the parties hereto with respect to the. same. No claim of waiver, modification, consent or acquiescence with respect to any provision of this Agreement shall be made against any party, except on the basis of a written instrument executed by or on behalf of such party. b. The parties agree to execute and delivet such other instruments and perform such acts, in addition to the matters herein specified, as may be appropriate or necessary, from time to time, to effectuate the agreement and understanding of the Parties, whether the same occurs before or after the date of this Agreement. C. This Agreement shall inure to the benefit of and shall be binding upon the successors and assigns of the Parties hereto. R-258413. 1;08553.01)3 4 d. The headings of all sections of this Agreement are inserted solely for the convenience of reference and are not a part of and are not intended to govern, limit or aid in the construction or interpretation of any term or provision hereof. .e. To the extent' that performance is to be governed by time, time shall be deemed to be. of the essence hereof. f. This Agreement is to be governed by and construed in accordance with the laws of the State of California, without regard to its choice of law provisions. g.. This Agreement may be executed and delivered in any . number of counterparts, each of which, when executed and delivered, shall be deemed an original, and all of which. together shall constitute the same agreement.. Except as expressly provided in this Agreement, each of the parties hereto represents, warrants and covenants •that it has full power and authority to execute this Agreement and that it has obtained all necessary, approvals, consents and authorizations required for it to execute and. deliver this Agreement. Each individual executing this Agreement on behalf of a party hereto has been duly authorized and . empowered to execute and deliver this Agreement on behalf of said party. h. This Agreement is the product of negotiations of the parties, and in the enforcement or interpretation hereof, is to be interpreted in a neutral manner, and any- presumption nypresumption with regard to interpretation for or against any party by reason of that party having drafted or caused to be drafted this Agreement, or any portion hereof, shall not be effective .in regard to the interpretation hereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day. and year first above written. LA QUINTA FURNITURE, LLC amue Rasmuss n Managing Member 11.2584I3- M8553.W3' 5 Sent By: WHITE'S DRAFTING; 7603428613; Feb -27-06 11:44AM; Page 1 WNIT8ft-STEEL I pelvo dl/yr// gle- AT: PHONE: FAX: FROM: MIKE BQNiLLP, AT: e -AT. . - 239 9 PHONE. ( FAX: ('x(00} 342 - aG 13 NUMBER OF PAGES MCLUDING COVER: ****PLEASE CALL IF YOU DO NOT RECEIVE ALL PAGES PH"* *****ORIGINAL, TO FOLLOW IN MAIL — yes ./ no 45-524 TOMO� StVer 1rulta, CA 92201, 1 MOM 760'-347-340-t FAX 147'.4296 emaum.uc 04"m � ov �erl 41ye" Sent By:.WHITE'S DRAFTING; 7603428613; Feb -27-06 11:45AM; 9 Welder, Welding Operator or Pack Welder Qualification T"t.Record Type of Welder DIA Limited Thickness Date 2/11/2006 Name Ayaia, Ismael_ ID No. 4001 Welding Procedure Specification No. WP3G Rev. k Variables In Qualification Qualiticauon Kan e Process/Type FLAW Electrode (Single/ multiple) Ingle Current Polarity D E Position 30 1G, 2G, 3G Weld Progression Vertical Flat Horizontal, Vertical Backing (yes/no) Yes Material/Spoo. A36 Base Metal Thickness: (Plate) 319" 1/8° to 3/4" Groove Fillet Thickness: (Pipefrube) Groove Fillet Diameter. (Pipe) Groove Fillet Filler Mt"I. Spec. No. E71T-8 Dasa F -No, Gas/Flux Type 250/c 002! 75% Argon Other Visual Inspection Acceptable YES or NO Inspected by David W: , Kretz Test No. AWS No,: QCl # 96400251 Date 1/19/2006 Guided Benet TestlTenslon Test Results Type Result Type Result Face Pass . Root Pass Fillet Test Results Appearance Fillet Size Fracture Test Root Penetration Macroetch Describe location, nature and size of any crack or tearing of s men Tested by Mark Houghton. Test No. Organization Earth Systems Southwest Date 2/1112006 Radiographic test Results Film I.D. No. Results Remarks Interpreted by Test No. Organization Date We, the undersigned, certify that the�statements in, this record'ari3 correct and that the test welds were prepared, welded; and tested in accordance with the requirements of ANSUAWS D1.1 ( X02) Structural Welding Code. Manufacturer or Contractor E.J-s. S' ✓.►/c . Authorized By Date b Page 2 0 Sent By: WHITE'S DRAFTING; 7603428613; Feb -27-06 11:45AM; Weider, Welding Operator or Tack Welder Qualification Test Record Type of Welder D1.1 Limited Thickness Date 2/11/2006 Name Ayala, Ismael ID No. 4001 Welding Procedure Specification No. WP4G Rev. Variables In Qualification Qualification Range Processrrype FCAW Electrode (single/ multiple) Single Current Polarity DCEN Posltion 4G 4G Weld Progression ov9R—eaT Overhead Backing (yes/no) Yes Material/Spec.. A36 _ Base Metal Thickness: (Plate) 3/8" 118" to 3/4" Groove Fillet Thickness: (Plpefrube) Groove Fillet Diameter. (Pipe) Groove Riot Rim Metal: Spec. No. E71T-8 Class F -No. Gas/Flux Type 25% CO2175 on Other 'Visual Inspection Acne table YES or NO Inspected by David W.: Kretz Test No. AWS No.: QCI # 96:1.00251 Date 1/19/2006 Guided Send Test/Tension Test Re suits Type .Result T e Result Face Pass :. Root Pass Fillet Test Results Appearance Fillet Size Fracture Test Root Penetration Mac roetch Describe location, nature, and size. -of any crack oir'teaO22 of saWmen Tested by Mark Houghton. Test No, Organization Earth Systems Southwest Date 2/11/2006 Radiographic Test Results Film I.D. No. Results Remarks Interpreted by Test No. organization Date We, the undersigned, certify that the: statements In thts record•are correct and that the test welds were prepared, welded; and tested in accordance with the requirements of ANSI/AWS D1.1 ( 2002) Structural Welding Code. Manufacturer or Contractor Authorized By Date ,.g..o Page 3 Sent By: WHITE'S DRAFTING; 7603426613; Feb -27-06 11:45AM; Page 4/6 Welder, Welding Operator or Tack'Welder qualification Test Record Type of Welder 21.1 Limited Thickness Date 2/1112006 Name Ayala, Ismael ID No. 41 Welding Procedure Specification No. WP4G Rev. Actual Talues Used Variables In Qualification Qualification F Process/Type SMAW Electrode (single/ multiple) u{tl le Current Polarity DC+ Position 4G 4G Weld Progression Overhead ovetread Backing (yes/no) :". Yes MaterialtSpec. A36 Base Metal Thickness: (Plate) 316' 118" to 314" Groove Fillet Thickness: (Pipe/Tube) Groove Fillet 'Diameter: (Pipe) Groove Fillet Filler MMI: Spec_ No. ^• C7018 Class F -No. ' Gas/Flux Type Other I Acceptable YES or NO Inspected by David W.:Kretz Test No. AWS No.: QCI # 961:00251 Date 1/19/2006 Gulded Send Test/Tension Test Results Type Result Type Result Face Pass Root Pass Fillet Test Results Appearance Fillet Size Fracture Test Root Penetration Macroetch Describe location, nature and size.6f anV crack or tearing of s men I ested by Mark Houghton . Test No. Organization Earth Syatems Southwest Date 2/11/2006 RadQraphlc Test Results Film I.D. No. Results Remarks Interpreted by MCQI/ Test No. Organization Date We, the undersigned, certify that the:statem' ents in this record are correct and that the test welds were prepared, welded, and tested In accordance with the requirements of ANS1/AWS D1.1 ( 2002) Structural Welding Code. Manufacturer or Contractor . 7-L- 2 . int c . Authorized 13y Date •sv c Sent By: WHITE'S DRAFTING; 7603428613; Feb -27-06 11:45AM; Welder, Welding Operator or Tack:Vllelder QualificAWn Test Record Type of Welder Weider - Limited ThiCfialess Date .11.12/2-005 Name Willie Farias ID No. _ 4110 Welding Procedure Specification No. ; 2WP4G Rev. Variables Prowsw7ype Electrode (single/ multiple) Current Polw* Position Weld Progre"lon Backing 61WRo) Metedauspec. Base Metal Thic rim., (Plate) Groove Fillet Thidaiew (Pipefrube) Groove Rdlet Diameter; (Pipe) Groove Fillet Fillet Metal: Spec. No. Class F -No. Gas/flux Type Olher Inspected by AWS No.: In Qt FCAW Yes 15 p R,I�Lr� Type Re A. Type Result Face Bend fr►ass `. Rout Bend Pon Pillet Teat Results. Appearance FIIW,Size Fracture fest Root Peneftation Matxoetch . ___ -_ ....... Tested by Mark Hc!Mhion: Test No, 10-2 Organization Earth Systems Southwest - Date 1/15/2005 I.D. No. Remarks . Page 5/8 Interpreted by \ Test No: Organization Date We, the, undersigned, certify that 1f* statements in this record am owed and that the test welds were prepared, Welded, and tested -in -a darice with the requirements of ANSUAWS DIA ( 2002) Structumt Wtalding Cotte. Manufacturer or Contractor 'S :: �• Authorized By / Date e Sent By: WHITE'S DRAFTING; 7603428613; Feb -27-06 11:46AM; Page 6/8 Welder, Welding Operator or Ua Weider Qualilfatidaii test Record Type of Weller Welder - Urnited Thickness Date 11.1212005 Name Willie Paries ID No. 4110 Welding Procedure Specificatlon No. :. VVp3G Rev. zM a sues s Variables In Qualification Qualification Range ProcMW Ype FLAW Electrode (eingte/ multiple) $410 5` Current Polarity Position 3G iG, 2G, 3G Weld Progression Flat, Horir.,VOF Backing (yesino) Yes Materiel/spee, Base Metal Thlclmess: (Plate) :. 318" 1/8"Aa ala" Groove Fillet Tlriermess: (P)pe/Tuba) Groove Fi let Diameter (Pipe) Groove Fillet Filler Metal: Spec, No. AWS A 5.15 class NR -232 Gwu7 lux Type omen •Visual' Inspection • Acceptable YM or. NO lnspeoted by Norman Engen. Test No. Wl AWS No.. QCI # Sgp.1W Date 1114/2005 Guided Bend 7effit/Teriori Test Reutts. Type Resuk. Two. RamA Face tend Pales Root Beed Pam *fillet Test Results Appearance Fillet Size. Fracture Test Root Penetration Macroetch ,(Describe location, natureand.sae:of a crgdeortear� . of s n Tasted by Mark Hous t n. Test No. 10-1 Organization Earth Systems Southwest Date 1/16/2006 rmphie Test Resits Film I.D. No. Results. Remarks Interpreted by Test N0. Organization Die We, the undersigned, y fftatthi statements in this record are correct and that ft. test welds were prepared, v Vded, and tested -In accordance with the requirements of ANSI/AWS 131.1 ( 2002 )Structural. VWeliing Code. Manufacturer or Contractor ����S ��'" : i��s';• Authorized By Date Sent By: WHITE'S DRAFTING; 7603428613; Feb -27-06 11:46AM; Page 7/8 Welder, Welding Operator or Tack Welder Qualill6ition Tutt Record Type of Welder Welder - Limited Thickness Date 1/12J.200 Name Willie Farm 10 No. _ 4110 Welding Procedure Spec cation No. WP4G Rev. - a ues Variables In Qualiflcatlon Qualiffc2ltion Ran e Pmcesorrype :. S MAW Electrode (single! multiple) Motu $l le / Multiple Current PolarityDC t Poswon 40 4G Weld Progression Backing (yeslno) ' Yes t�edertatf8pac. Base Mew Thk:lmaas: (Plate) 318" 118" to ala" , Groove Rlet Thidmess: (Pipe/Tube) Groove Fillet Diameter: (Pipe) Groove Final Filler Motal: Spec. No. AWS A 4.1 Gess -7Qt t1 F -No. GaslFha Type Other :::Visual Irtapectlon ' Inspected by - Norman n9en. Test No. 10-4. AWS No.: QCI #:89010621 Deft. , 1M4/2005 Type Result :.: Type RO�Ult Face Bend Root Bendl Pus nnet. Test Resuitii . Test Root Penetration Macmetch , ;i location. nature..and sig of anv crack or tear`mo. of soecimenl Organization Earths AMS:SouthweM. Date Film I.D. No_ Results.:.:. Remarks A. Interpreted by Test -G, Organization Date Wel, the undersigned. certify that the sWt ffwts in this record- arse romecct and that the test welds were prepared; ;welded, and tested in accordain.ce-with the requirements of ANSUAWS D1.1 (:2002) Structural Welding. Code. Manufacturer or Contractor Authorized By Date ... .. .AM �U Sent By: WHITE'S DRAFTING; 7603428613; Feb -27-06 11:46AM; Page 8/8 Weider, Welding Operator or Tack lAfelder Qualitkilion fest Retard Type of Welder Welder - Limited Titicleness Date Name Willie I=aries ID No. 4110 Welding Procedure Specification No. :.WP3(3 Rev. a Variables In Qualification Qualification Ran96 Proaesw7v" SMAW Ekwhudde (aingle/ multiple) :: u b 1 Muitlpk current Polarity + Positial 3G 1 Gf3,3t3 Weld Progression err orrx..Vert Bawng (yestno) Yes Maleflal/Spaa om Meal Thickness: (Plate) Groove :318" 118" to 314" Fillet ThWmeas: (pipe/rube) Groove Fillet Diameter. (Pipe) Groove Fillet Filler Metal: Spec. No. AWS:A4.1 Class F -No. Gas/Flux Type Other 8ugl Iftepectlon Ahceot:able YES or NO' AWS No.: QCl # 89EM0621 Date 119412005 Guided Bend TeStITsnsioril Test Results Yype Result me . .: Result Face'Bend Pan: R .iPaks Fillet.Test Results Appearance tW,tiet S%e Fracture Test Root Penetration Mgcroewh Describe location, nature. and -Wo -of an cm &k or . of spa O_Jmm) Tested by Mark Highton Test No. ' . 10-3 .�....r�.. Organization Earth System .Southwest .Date T/1612005/20QS I.D. No. R�.� Rernwits InterpreW by Iest NO. Organlzabon :. Data We, the undersigned, certify that the statements in this mord are.convd,and VW- the teat welds were prepared, welded, and tested in accordMes with the requirements of ANSUAWS 01.1 (2= Structural Walding Code. Manufacturer or Contractor 1TVS. S . � .. Authorized By . � Date 11 Rnrrlasra;_.i' lar . 0 nrrr n nn1 T MAR -21-2006 TUE 04:45 PM :=KNAPP & ASSOCIATES INC FAX No. 909 889 0455 P. 001 �• UJJ L1J LCJUO 14. LO fOOOJ rU!4.L mj Vr-mu DUlLUcmm .Ll-lu rMVL Uc uc JCM Inspections 39725, Garsnd Lane Su1te F ; 1'akn Desert; GA 92219 .MR% ... .INBP}�C�Tt)'NR 554 - Fax: 7.60-772-3895 Crrsr C?XQNs ' Phone: 760345-5, EPDXY INSPECTION RF -PORT nate: -Zl 0� Project NmmA: Pro)ect No;; • �e, .Z PCojeot Addr�S: , ' city" FRI ' ISC 'rifle 24 Su13406WCtnr: Client:. D J Other: General Contractor. Architect: 5ttuctural Engineer. Weather. Epoxy TYPE 7 t Z Unresolved Items: poxy shelf Lite: _ '-%lona • See Below Hot's Cleaning Method{s): Deccr)ption of Work Inspected:4,14(: If - - l'L + ,-' te 42 , t. N0-ZXCEPTIOM1IS TAICEN TO THIS SUBMITTAL.: 'CJ REJECTED . oimenSrbhS. which Sht3,ll ne Qonfirrned'end gorumam a1 the Job Sne. ' techniques euro =i0inLtitbn of worx with other traoos. convect bomimente ohd do novetiange'ihe conlrwCt price. es, nc. Date �2 Work complies•witb.writien approval 06 ' tructural Engineer and. IM10'J;}rala on Report# I hereby c ovy.Ur®l I havo Impacted of of thei atlove work, unieas omenAsa noted, and in the best of my obtlItY I nave (bund this work to eompry wllh the approved plans, apacinc euons,Apppbabt■ by igtna laws..Final report iseued'at prnjeta crmfplellon, - /� 1 Ctmt o Morse; res ve: Pi Copy 1 acm,"pardone Gapy 2' Prdlect su�tanaDnt v copy 3 Gov m MAR -13-2006 MON . 03:04 PM KNAPP & ASSOCIATES INC FAX No. 909 889 0455 ic-�App & ASSOCIATES INC. 'IA � 408 South Stoddard Ave. 4(Tvffg San Bernardino, C.A. 92401 Phone: (909) 889-0115 A L) t CA Fax: (909) 889-0455 F_mail. knappae@aol-.ciorn 2 BY: Y-'GjL ,�;-C6 SET: 'I a t= ( AF FILL tlpLe &PWJT 4f Urr Jk It4aTALL- C2 MS -Ai - LKA 19. wH v4 Tlok-rl UF To r D t) to � Ila S; � � v �y o� Ws �AA i ..s agora {"a1 EO/EO g/£ -d LL£q'0N ONI sd3QnIns QaGAIN 4*1 {- a[ILL89oL's'809'wdLZ-:`sooi. 9 -�ErO Jan. 5. 2006 5:27PM 9705877112jNo•5377 INC FAX No. 909 889 045'VNO P. 4/6004/006 JAN-h-HUb II1U U4:1U rM NNW U ASSOCIATES (�AT�E� p g 75 &912x3/8 STL. DM. 25E I I E DETAIL 1 I I •- f I iI ----------- .--- �- I ] I I I I I I II- ----- --- - - --- . I I I I ' I I I I • I qw I I l I ' I I I T5 bxbx3/8 5TL. COL. l2 SEE DETAIL l � I I '51b` THK. PLATE YeLDED TO TUBE G I ANGLE DONT. L bxbx3ffi CONT. 5 Ib STL. SUPPORT ANGLE I I (DOPE ms) I � I • I SAW GUT RXIST. 12" TK. t GO%. j3wex WALL FOR I I NEYq OPENING SEE DETAILAl 4 PROJEULa Quinta Shell Building AR ITE cT: Thorp Associates, P.C., 131 Starr Ave, suite 100 Estes Parc, Colorado 80517 R -N-. CLARIRCATION TO DETAIL H6 S5.0 11-s5-0 Jdll• J• LUUU J•Llfm 01000111 L JAN -h-1000 IHU U4:1U NM KW V Ix ASSOCIATES INC FAX No. 909 889 0455 ,vi r• UUO/UUO PRE -GRILL 1&4° x V DEEP HOLES FOR 3/4°4 ANCHOR5 fI INWRT Kro GLEAN HOLES wl SIMP. OSE?" EPDXY AMHOR SY5TEM MR IC130 #521q SPECIAL INSPECTION REWIRED 7' C.LiZ t I 130TTOM Of' F✓"5T. t I ROOF 4R LEDG>=R t I I 1 I t 1 ... FIELD VERIFY ALL HEIGHTS t PRIOR TO FASRIGATION. t I I i � t i I I I �a PROJECT: La Quinta Shell Building ARCHITECT Thorp Associates, RG, 131 StadeYAve, Me 100 Fda Park, Colorado 80517 REASON: CWIFIGATION TO DETAIL SHEET 55.0 3/&" THK. x 4° 50. 1/4 STL, BOLT PLATES TS Bx8x3/8 51L. COL. SEE DETAIL 10-s6.0 0 SHEET; B Jan. 5. 2006 5:27PM JAN-.u3—mo Inu 04:1u rte 9705877112 No•5377 P. 6/6 NNArr & ASSOCIATES INC FAX No, 909 889 045D r•006/006 PRCkJE La Quinta Shell Building ARCHITECT. Thorp Associates, P, C, 131 Stad've, safe ]00 Estes Pc* Colorado 80511 REASON: CLARIFICATION TO DETAIL SHEET S6.0 U� p RECE. s ATE. SHEET, A XISTINS GELL5 WITH NEW ANCHORS SHALL BE SOLID GROUTED. IF UN6R0Jr-P CZLLS ARE ENGpUNTERED, PROVIDE SOLID GROUT " PER DETAIL/" �qrtYPIGAL. SAW GUT EA5T. 12° THK. GONW, BLOCK WAIL FOR NEW OPENING SEE DETAI44 FLAN VI EYE PREPRILL 1/6'0 x 8°..DEEP HOLES GLEAN OUT THOROUI'SHLY NEK T5 bx&3/5 SYL. 8° POR 3/4"0 x W I.G. 0 16" O.G. COLLMN CONT. 2" CLEAR FULLY THREAD P $TL. RODS FROM EXIST. ROOF STRUGM INSERTED w/ SIMP50N "SET" AE90YE (PULL HEIGHT) EPDXY AWWOR SYSTEM w/ 2 1/7 MIN, AUM PM IGBO #5219 INSTALL HOLES FOR BOLT PER MANUP, 5PE( S. ATTACHMENT 2 1/2"0 ACCESS HOLES 0 16" O.G. FOR NEW IBOLTE17 CONNECTIONS 7-S5.0 PRCkJE La Quinta Shell Building ARCHITECT. Thorp Associates, P, C, 131 Stad've, safe ]00 Estes Pc* Colorado 80511 REASON: CLARIFICATION TO DETAIL SHEET S6.0 U� p SHEET, p SHEET, C I 02/26/2006 20:15 7608370241 RIUERO BUILDERS INC PAGE 01/06 1 RIVERO BUILDERS FAX TRANSMITTAL 44-740 San Antonio Circle Palm Desert, CA 92260 (760) 837-0408 'f'O: City o£La Quanta Building and Safety--- ]Daniel P. Crawford, JR. (760) 777-7011 FROM: Jorge Rivero - President (760) 272-7308 Subject: La Quinta Furniture Store - Shell Only 78-740 Highway 111, La Quinta ATE: 26 -Feb -06 )l')11�IE: 8:12 PM CC: Sam Rasmussen - Client E: RF1 # 2 Response --Roll-up Door ReinforcementOMMENTS: Please call me if any question come up, thank you. Jorge Rivero - (760) 272-7308 Cell Rivera Builders Inc. President Fax Number_ 60 837-0241 i 02/26/2006 20:15 7608370241 Jan.; 5. 2006 5:27PM 9706877112 r RIVERO BUILDERS INC PAGE 02/06 No,5377 P. 2/6 IRPIERO CEIVE BUYLbr ��S aY DATE 1 REQUEST FOR INFORMATION (Shell �hase� Data: 03 -Jan -06 �trcx Mg; Le G In L0 Quanta Time: 3:01 PM f4UMBEM S6.0 ��tG>E 13E'1'wIL: � 'Thorp Arcnftect (970) .587-7112 Cinder's Fumibim ~ La Quanta tUCTURA16 XHCwMM1gkMC§: .Knape & Tong aUr3C7,i► 111 Hi hwe - to C,iuinta Fite - RFI thank yo�� . 00,70 -MOH- -)KIT Gy'4fT-I ,a nNPATN Tb7.A/s~:Rm9/ AA:Gi 4Q9Z/FA/TA 02/26/2006 20:15 7608370241 e�Jan`5 2006;.5:27PM,6 flg,:91.05877112 u V. RIIlERO BUILDERS INC PAGE 03/06 RIVERO BUILDERS INC No,5377 P 3/6 03/03 PILI 02/26/2006 20:15 7608370241. RIVERO BUILDERS INC PAGE 04/06 �nnc F IIOKA o7n;Q77119 r rNo•5377 P- 4/6nna/nna T5 $xbo/B 3TL. GG SEE GETAIL � C.EIWD Y� Sia / a n � SEE MAIi. I IyM�___r.yr___w•"1 _.•� �--ry�n I I I t t I I I • I � , I t i ■ THK. FWkV PeLDW to TUEZ a AMBLE GOVT. L bitbx3Jb GOVT. b STL. SUPPORT AW6LE I (COPE ENDS) • SAW GUT 0457. l2" TM G4?4G. BLOCK WALL FOR NEA OPENING I SEE DETAII, I_ A �La Quinta Shell Building ✓1. Thorp Associates, P.C, 131 Sta,by Ave, $aIle 100 Esms PafColomdo 80517 cLAR1FICRON TO 09A L SHE S6.0 11-S5.0 1 o� IgWFET; A 02/26/2006 20:15 7608370241 RIVERO BUILDERS INC PAGE 05/06 Jan. 5. 2006 5:27PM 9705811112 No,5317 P. 5/6 JAN-h-zuuo In u4,iu Nm KNW & ASSOCIATES SNC FAX No. 909 889 0455 005/006 M� 0 r l ��J!4"TJB 1 "! _ f - I PRE -v .ILL 11ro x D' PEEP hag FOR 3/4°� AhlCH0laa MERT INTO OLMt4 EPDXY ANCHOR I SYMEK PER IGBO 49211 I SPWAL INSPEGTION Rim IM 2" GLR, i i BOTTOM 01° 1?JOT. � � ROOF OR T.EDGER La Qulnta Shell Building Thorp Associates, R.c-, 151 St rg%vo, suffs 100 Fates Park, Colorado 80517 i CEAftIFICA.TION TO DETAIL SHEET 55.0 3/bp M. x 4° 5O. !BTL. SOLT PLATS NWAD 51L,401.- WAIL 7L.-GQLvEfAll. rif� 10a.0 02/26/2006 20:15- 7608370241 RIVERO BUILDERS INC PAGE 06/06 Jan. 5. 2006 5:27PM '9705877112 No.5377 P• 6/6 JAN -o -ma Inu 04:IU rM NNArr a ASSOCIATES INC FAX No, 909 889 0450 r,ODB/006 HY b.TI? A xrSTrr�S CELLS WITH NEW ANGNORS SHAl L SE gO o ERD =, IF UNfim mp ELLS ARE EZ0MTgtM. PROVIDE SOLID 6ROVT PER DETAIL q _ ri'PIGAL. 5m OUT EXIST. 124 THK. GONG, CLOCK WADI. MR nEW OPENIN SEE Dir'tAll. 4 NEW Ta 89&x3/& 51 DOLL M WNT. r c FROM EXBT. RZP ST R ABOVE (PULL HEI& mf 2 1/2" MIN, ACG HOLES FOR BOLT AT'TAGHMENT FLAN_ VIEW F La Quinta She'll Building Thorp'Assocddtos, P.C. 131 Stan) AVO. OURG 100 >+sf�s Park, Colorado 80517 REASON: CLARKMON To DETAIL SHEET $5.0 MORILL 116 x WEEP FOR GLEANIO OUT T�RQULS> L.Y FOR "5/400 x Do W. 8 Ike" Q.V. FULLY THREAMP M. 'RODS IPI 9W „/ SIMP50N --M- EPDXY ANCHOR SYSTEM PM IGBO #5211 INSTALL PER MAKF, SPECS. 2 1/204P AW55 HOLES 6 Ib" O.G. FOR NEW MOLTEP CONNECTIONS •I -7-S5,Q SHEEP; C Mip SHEEP; C a } 401 l Quint 04-3(0(02 P.O. BOX 1504 APPLICATION O Y Building, 7 8 ' ••7! f o + 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 1 Address. .y �+ C I �� 1. L� [nt ccu.. I�c, �h I ,,�� ``�_ . �'� � • 220 — oo�%. BUIL9G: TYPE"CONST. OCC. GRP.'t Ave— v A.P. Number /,City p �jg, -SIZt U lW 1 C v T thegal Descrf ion �l Ce L 3 t PM �J g�s Contractor Project Description 0V)Ve',V5 m Address _ VIM +D t'i.t V Ai uve_ r City Zip Tel State Lic. & Classif. III Arch., Engr., Designer MVVIGJJ Cit'l Zip IL��State .- Lic: q LICENSED CONTRACTOR'S DECLARATION 1 hereby affinn'lhat I am licensed under Dnwisions�of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my ligense Is In full force and 70MURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License law for the following .reason: (Sec. 7031.5,Business and Professions Code: -Any city or county whid requires a Permit to construct, atter. Improve, demolish, or repak.any strucbre, prior to'lts Issuance also requires the applicant for such permit to hie a signed statement that he is 8censed pursuant to the provisions of the Contractor's License Law, Chapter 8 (commencing wfM Section 7000) of Division 3 of the Business and Professions Code. or that. he /a exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any appOcant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). 1-1 I, as owner of the property, or my employees with wages as their sole compensation, will do the Work, and the structure•,is not Intended or offered for sale. (Sec. 7044. Buisness and` r Professions Code: The Contractor's Licende'L:aw does not. ,apply to an owner of properly who '.builds. or improves thereon and who does such work Mmself or through his own employees, ` provided that such improvements are not Intended or offered for We. ff, however, the building or knprovement is sold within one year of completion; the owner -builder will have the burden •: of proving that he bid not build or Ynprove for the purpose of sale.) 1'1 I, as owner of the property, am exclusively contracting with licensed contractors to con ` strucl the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to a owner of property who builds qr' improves ffrerecrn, and who contracts for . such projects with ac�trlactor(s),Ikens ursy . t to Ole, Contract rtJs License w.) i ir Zr, 1 ` 17 1 am exempt.under Sec"' " "' �b"P.C'1or this r sbiNi7C.� l til Sq. Ft. 3q �CJ No. No. Dw. Size t Stories Units . New -0 Add O Alter O Repair ❑ Demolition 0 o o S Estimated V nation ft oo PERMIT 7 AMOUNT Plan.Chk. Dep.UP0,(00 'Phn r -hie R-1 Mech. Electrical Plumbing.",- S.M.I. Date Owner' ".e. Infi WORKERS' COMPENSATION DECLARATION. i hereby affirm that I have a'certificale of consent to sell-insure;'or a certitigate, of. Worker's Compensation Insurance, or a certified. copy thereof. (Sec. 380U, Labor Code.) Policy No "—man '�I - D Y s f7 Copy'Is,lile0 with the city. O Certified copy Is hereby furnished. ' a TOTAL CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed It the permit 1s for one hundred dollars ($100) valuation or less.) . 1 certify thaGin the performance of the work. for which this permit is Issued, I shall not employ any pperson in any manner so as to become subject to the Workers' Compensation Laws of.Calilornia. Date Owner NOTICE TO APPLICANT.- ff, after making this Certlrrcate 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. 3087, 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. 1 certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip Enc. ;tura 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 �7z1f"" Issued by:Perm t_ `Validated bv: _ l I I i r n A�r_ n WHITE = FINANCE YELLOW = APPLICANT .;fflf OF- t_A wlslitTA ff;-NAMCE DOT. PINK = BUILDING DIVISION P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 April 16, 2004 Mr. Roger Thorp Thorp Associates P.C. 131 Stanley Ave., Suite 100 P.O. Box 129 Estes Park, Colorado 80517 Dear Mr. Thorp: k (760) 777-7000 FAX (760) 777-7101 The Community Development Department has reviewed the building plans for the. proposed conversion of the theater to a furniture store located at 78-740 HWY 1 1 1. The Community Development Department hereby approves the plans subject to the following conditions: 1. The delivery door shall be painted to match the exterior building color; 2. The applicant shall submit manufactures cut sheet on all exterior light fixtures (accent and security) to ensure no glare is created. The lighting shall comply with all City requirements. The light source shall not be visible and illumination shall be cast toward the ground; 3. Rooftop equipment must be adequately screened from surrounding properties, including those properties across the channel, north of this site. Coordinate site inspections with the Building and Safety Department as well as the Community Development Department prior to installation of equipment to determine appropriate screening; and 4. No exterior facade alterations are permitted. Should you need any additional information, please do not hesitate to contact me at (760) 777-7071. Sincerely, OSCAR W. ORCI, Planning Manager c. Greg Butler, Building and Safety Manager P.\Oscar\LettersVurniturestoreltr.doc ..IL Titr 4' sO 0" Building & Safety Department Public Works Release to Issue .. Building Permit To: John Freeland, Senior Engineer Date to PWD:: 04-08-2004 From: Greg Butler, Building & Safety Manager Permit #:0404-055 A release from Public Works Department is required prior to building permit issuance, for the following project: Description: Conversion of Theatre to Furniture Store Address or general location: 78-740 Hwy 111 APN and/or legal description: 643-080-046 Applicant contact and telephone number: Lisa 836-1818 Please do not return this form to Building & Safety Department until released for building permit issuance. For issues delaying or preventing release, please contact applicant directly at the number above. Note: Action. required (reply to Building Department or contact Applicant) within five (5) working days from date received by Public Works Department. To: Greg Butler, Building & Safety Manager From: John Freeland, Senior Engineer The Public Works Department °has reviewed the above project and finds that: ❑ ... issuance of this Building Permit does not require. Public Works Department approval. ❑ ... issuance of this Building Permit is approved by the Public Works Department. John Fr6eland, Senior Engineer; 78740hwyI l Ipwgreen —4/18/03 Date P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager From: Oscar Orci, Planning Manager BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 To CDD: 04-08-2004 Due date: 4-23-2004 Status: 1" Review 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: Conversion of Theatre to Furniture Store Address or general location: 78-740 Hwy 111 Applicant Contact: Lisa 836-1818 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. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. Planning Manager ay Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning ❖ Beaumont Calimesa Canyon Lake Coachella .e Desert Hot Springs 4. Indian Wells Indio Lake Elsinore .1 La Quinta 4. Moreno Valley Palm Desert Perris .g Rancho Mirage .e San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley District S RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 82-675 Highway 111, 2^d FI., Indio, CA 92201 . (760) 863-88M • Fax (760) 863-7072 July 6, 2004 Thorp Associates P.C. 113 Stanley Avenue, Ste. 100 Estes Park, CO 80517 Re: Non -Structural Building Plan Review LAQ-04-BP-095 / Legacy Home Furnishings Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) Fire sprinkler system plans must be submitted to the Fire Department for review, along with a plan/inspection fee. The original building fire sprinkler system was approved for Light Hazard sprinkler design density for a movie theatre. The new use and occupancy requires the system to be upgraded to an Ordinary Group 2 Hazard sprinkler design density in accordance with NFPA 13. 2) Install a monitoring system designed in accordance with NFPA 72, which must include a water flow monitor, control valve tamper and continuous monitoring service. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. 3) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 4) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact certified extinguisher company for proper placement of equipment. 5) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12° for building(s) up to 25' in height, and 24° in height for building(s) exceeding 25' in height. All addressing must be legible and of a contrasting color with the background. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. All questions regarding the meaning of these conditions should be referred to:tte Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, FRANK KAWASAKI Chief Fire Department Planner By � Walter Brandes Fire Safety Specialist Ca City_of-La Quints — Buildirfg-Dept-) RVIMM Dahua CdOTROJECrMBWWQ PCLLAQ4&8P- S.da EMERGENCY SERVICES DIVISION • PLANNING SECTION INDIO OFFICE 82-675 Highway 111, 2^d FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 8637072 03/06/2006 09:44 7603238895 SHASTA FIRE PROT INC PAGE 01 Craig E. Anthony Fire Chief Proudly serving the unincorporated areas oMvcrside County and the Cities of: Banning Beaumont Calimesa Canyon Lake Coachella 48 Desert Hot Springs 43 Indian wells Indio .;. Lake Elsinore .La Quinta Moreno Valley Palm Desert Paris 48 Rancho Mirage San Jacinto Temecula Board of Supervi.wrs Bob BuEtcr, District 1 John Tavaglione, District 2 Jeff Stone, Di%m'ct 3 Roy Wilsno. District 4 Mesion A.ah)ey, Diehict 5 RIVERSIDE COUNTY FIRE DEPARTMENT 112-675-gi—QhWayo, • Fax (150) 13153-7072 December 8, 2005 78- ? `fo I_L,.xy Q1, Shasta Fire Protection 3584 La Campana Way Palm Springs, CA 92262 Re: Fire Sprinkler Plan Review- Revision #1 LAQ-04-BP-0951 Rasmussen — La Quinta The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) Permanently marked identification signs shall be attached to all control valves. 3) A sign shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM -WHEN BELL RINGS CALL 911 4) Provide for 24 hour monitoring of the sprinkler alarm system. 5) The following inspechonsftests are required to be witnessed by the Are Department Planning Division staff. a) Underground: The underground flush shall be done through a pipe or hose equal in size to the sprinkler underground supply pipe. A diffuser shall be used for ail underaroured flushes b) Overhead: All piping must be visible and 200 psi hydrostatic for 2 hours and flushed. Ceiling panels must not be to place. c) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed_ ApplicanUnstaller shall be responsible to contact the Fire Department to schedule inspection. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engin6edng staff at (760) 863-8886, i MPEMP Dsl t*fLY�hNROJf.C�'S rhAh,llAGOp.gPABGfo).Eoa I i Sincerely, Tracy Hobday Chief Fire Department Planner By Walter Bmndes Fire Safety Specialist EMERGENCY SERVICES OtVIVON - PLANNING SECTION • INDIO OFFICE 82-G75 Highway 111, 21d FI., Ihdo, CA 92201 • (780) 8838886 - Fax (760) 863-7072 ual�Vuanlvn Shasta F� Protection, Inc. . PH. (760) 323-5993 FAX (760) 323-8,895 C-16 #476633 RASMUSSEN REMODEL (high roof level) 05-048 ' 8-3-05 PAGE 1 --------------------------------------------------------------------------------------------- SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING --------------------------------------------------------------------------------------------- THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ .] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA Elevation of sprinklers.= Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 104 5.60 29.33 30.81 30.27 105 5.60 29.33 30.76 30.16 106 5.60' .29.33 31.16 30.97- 107. 5.60 29.33 30.44 29.54 108 5.60 29.33 30.38 29.43 109 5.60 29.33 31.02 30.67 110 5.60 29.33 30.40 29.46 111 5.60 29.33 30.34 29.35 112 5.60 29.33 31.02 30.68 113 5.60 29.33 30.47 29.60 114 5.60 29.33 30.41 29.48 115 5.60 29.33 31.28 31.19 116 5.60 29.33 30.93 30.50 117 5.60 29.33 30.86 30.36 118 5.60 29.33 32.58 33.85 THE SPRINKLER SYSTEM FLOW. IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS [vr THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 84.00 psi RESIDUAL._PRESSURE 77.00 psi AT 1250.00 gpm TOTAL SYSTEM FLOW 712.85 gpm AVAILABLE PRESSURE 81.53 psi AT 712.85 gpm OPERATING PRESSURE 81.53 psi AT 712.85 gpm PRESSURE REMAINING 0.00 psi 462.85 gpm 150.00 gpm 100.00 gpm 0.233 gpm/sq. ft. THE ABOVE RESULTS INCLUDE 3.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ DETECTOR CHECK VALVE [ ] METER [ ] OTHER DEVICE U&IuvuNK1Vn - - Shasta Fe Protection, Inc. • PH. (760) '323-5993 FAX (760) 323-8895 C-16 #476633 RASMUSSEN REMODEL (high roof level) 05-048 8-3-05 -------------------------------------------------------------------------------------- 84.00 psi RESIDUAL PRESSURE PAGE 2 --------------------------------------------------------------------------------------------- HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY 646.76 THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA Elevation of sprinklers psi = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE [ ] METER ft gpm psi [ ] OTHER DEVICE 104 5.60 29.33 26.41 22.24 105 5.60 29.33 26.37 22.16 106 5.60 29.33 26.71 22.75 107 5.60 29.33 26.08 21.69 108 5.60 29.33 26.03 21.61 109 5.60 29.33 26.59 22.54 110 5.60 29.33 26.05 21.63 111 5.60 29.33 26.00 21.55 112 5.60 29.33 26.58 22.53 113 5.60 29.33 26.11 21.74 114 5.60 29.33 26.06 21.65 115 5,.60 29.33 26.82 22.94 116 5.60 29.33 26.52 22.42 117 5.60 29.33 26.95 22.31 118 5.60 29.33 27.96 24.93 THE SPRINKLER SYSTEM FLOW IS 396.76 gpm TH OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 150.00 gpm [ ✓THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 100.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 84.00 psi RESIDUAL PRESSURE 77.00 psi AT 1250.00 gpm TOTAL SYSTEM FLOW 646.76 gpm AVAILABLE PRESSURE 81.93 psi AT. 646.76 gpm OPERATING PRESSURE 65.12 psi AT 646.76 gpm PRESSURE REMAINING 16.82 psi THE ABOVE RESULTS INCLUDE 3.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ DETECTOR CHECK VALVE [ ] OTHER DEVICE uaivvuanivn . Shasta * Protection, Inc. • PH. (760) 323-5993 FAX (760) 323-E895 C-16 #476633 RASMUSSEN REMODEL (high roof level) 05-048 8-3-05 --------------------------------------------------------------------------------------------- PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF --------------------------------------------------------------------------------------------- (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 496.76 20.00 35 23.53 140 101 3.850 0.067 0.000 65.12 62.22 2.90 2 3 496.76 10.00 2 11.53 150 107 4.230 0.037 0.000 62.22 58.42 3.80 3 4 496.76 90.00 2 11.53 150 107 4.230 0.037 0.000 58.42 54.66 3.76 4 5 496.76 10.00 2 6.41 140 101 3.850 0.067 0.000 54.66 53.57 1.09 5 6 396.76 27.33 46 44.88 120 2 4.260 0.036 11.843 53.57 39.15 2.58 6 7 396.76 27.25 3 21.12 120 2 4.260 0.036 0.000 39.15 37.43 1.72 7 8 396.76 3.00 3 21.12 120 2 4.260 0.036 0.000 37.43 36.57 0.86 8 9 381.13 10.00 0 0.00 120 2 4.260 0.033 0.000 36.57 36.24 0.33 9 10 367.16 10.00 0 0.00 120 2 4.260 0.031 0.000 36.24 35.93 0.31 10 11 347.36 10.00 0 0.00 120 2 4.260 0.028 0.000 35.93 35.65 0.28 11 12 328.33 10.00 0 0.00 120 2 4.260 0:025 0.000 35.65 35.41 0.24 12 13 309.92 10.00 0 0.00 120 2 4.260 0.023 0.000 35.41 35.18 0.23 13 14 291.59 7.50 0 0.00 120 2 4.260 0.020 0.000 35.18 35.03 0.15 14 15 273.15 11.00 0 0.00 120 2 4.260 0.018 0.000 35.03 34.84 0.20 15 16 254.79 10.50 0 0.00 120 2 4.260 0.016 0.000 34.84 34.67 0.16 16 17 236.25 10.50 0 0.00 120 2 4.260 0.014 0.000 34.67 34.53 0.14 17 18 217.21 10.00 0 0.00 120 2 4.260 0.012 0.000 34.53 34.41 0.12 18 19 197.46 10.50 0 0.00 120 2 4.260 0.010 0.000 34.41 34.31 0.10 19 20 134.02 10.50 0 0.00 120 2 4.260 0.005 0.000 34.31 34.25 0.06 20 21 70.52 10.00 0 0.00 120 2 4.260 0.001 0.000 34.25 34.24 0.01 29 30 29.60 11.00 0 0.00 120 2 3.260 0.001 0.000 32.92 32.89 0.03 30 31 49.41 11.00 0 0.00 120 .2 3.260 0.003 0.000 32.89 32.77 0.11 31 32 68.43 11.00 0 0.00 120 2 3.260 0.005 0.000 32.77 32.72 0.06 32 33 86.84 10.67 0 0.00 120 2 3.260 0.008 0.000 32.72 32.63 0.08 33 34 105.17 8.00 0• 0.00 120 2 3.260 0.011 0.000 32.63 32.54 0.09 34 35 123.61 11.00 0 0.00 120 2 3.260 0.015 0.000 32.54 32.38 0.17 35 36 141.97 10.50 0 0.00 120 2 3.260 0.020 0.000 32.38 32.17 0.21 36 37 160.52 10.50 0 0.00 120. 2 3.260 0.025 0.000 32.17 31.92 0.26 37 38 179.55 10.00 0 0.00 120 2 3.260 0.030 0.000 31.92 31.61 0.30 38 39 199.30 10.50 0 0.00 120 2 3.260 0.037 0.000 31.61 31.23 0.39 39 40 131.56 10.50 0 0.00 120 2 3.260 0.017 0.000 31.23 31.05 0.18 40 41 64.15 27.00 22 13.40 120 2 3.260 0.004. 0.000 31.05 30.87 0.18 8 48 15.64 2.00 3T 11.18 120 13 2.115 0.003 0.867 36.57 35.67 0.04 9 49 13.96 2.00 3T 11.18 120 13 2.115 0.002 0.867 36.24 35.34 0.03 10 50 19.81 2.00 3T 11.18 120 13 2.115 0.004 0.867 35.93 35.01 0.06 11 51 19.03 2.00 3T 11.18 120 13 2.115 0.004 0.867 35.65 34.73 0.05 12 52 18.41 2.00 3T 11.18 120 13 2.115 0.004 0.867 35.41 34.50 0.05 13 53 18.32 2.00 3T 11.18 120 13 2.115 0.004 0.867 35.18 34.27 0.05 14 54 18.44 2.00 3T 11.18 120 13 2.115 0.004 0.867 35.03 34.12 0.05 15 55 18.36 2.00 3T 11.18 120 13 2.115 0.004 0.867 34.84 33.92 0.05 16 56 18.55 2.00 3T 11.18 120 13 2.115 0.004 0.867 34.67 33.76 0.05 ualuvuexlvn Shasta 0 Protection, Inc. • PH. (760) 323-5993 FAX (760) 323-8895 C-16 #476633 RASMUSSEN REMODEL (high roof level) 05-048 8-3-05 PAGE 4 --------------------------------------------------------------------------------------------- FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 --------------------------------------------------------------------------------------------- Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) -------------------------------------------------------------------ti------------------------ti 17 57 19.04 2.00 3T 11.18 120 13 2.115 0.004 0.867 34.53 33.61 0.05 18 58 19.75 2.00 3T 11.18 120 13 2.115 0.004 0.867 34.41 33.49 0.05 19 59 63.43 2.00 .3T 11.18 120 13 2.115 0.036 0.867 34.31 32.97 0.48 20 60 63.50 2.00 3T 11.18 120 13 2.115 0.036 0.867 34.25 32.91 0.48 21 61 70.52 2.00 3T 11.18 120 13 2.115 0.044 0.867 34.24 32.78 0.59 29 69 -29.60 2'.00 3T 11.18 120 13 2.115 0.009 0.867 32.92 32.17 -0.12 30 70 -19.81 2.00, 3T 11.18 120 13 2.115 0.004 0.867 32.89 32.08 -0.06 31 71 -19..03 2.00 3T 11.18 120 13 2.115 0.004 0.867 32.77 32.03 -0.12 32 72 -18.41 2.00 3T 11.18 120 13 2.115 0.004 0.867 32.72 31.90 -0.05 33 73 -18.32 2.00 3T 11:18 120 13 2.115 0.004 0.867 32.63 31.82 -0.05 34 74 -18.44 2.00 3T 11.18 120 13 2.115 .0.004 0.867 32.'54 31.73 -0.05 35 75 -18.36• 2.00 3T 11.18 120 13 2.115 0.004 0.867 32.38 31.56 -0.05 36 76 -18.55 2.00 3T 11.18 120 13 2.115 0.004 0.867 32.17 31.36 -0.05 37 77 -19.04 2.00 3T 11.18 120 13 2.115 0.004 0.867 31.92 31.10 -0.05 38 78 -19.75 2.00 3T 11.18 120 13 2.115 0.004 0.867 31.61 30.80 -0.05 39 79 67.74 2.00 3T 11.18 120 13 2.115 0.041 0.867 31.23 29.82 0.54 40 *80 67.41 2.00 3T 11.18 120 13 2.115 0.041 0.867 31.05 29.65 0.53 41 81 64.15 2.00 3T 11.18 120 13 2.115 0.037 0.867 30.87 29.52 0.49 48 62 15.64 121.17 322T 18.00 120 13 1.650 0.009 0.000 35.67 34.41 1.26 49 63 13.96 124.83 3222T 22.50 120 13 1.650 0.007 0.000 35.34 34.26 1.08 62 63 15.64 6.33 . 3T 9.00 120 13 1.650 0.009 0.000 34.41 34.26 0.15 63 69 29.60 52.83 33T 18.00 120 13 1-.650 0.030 0.000 34.26 32.17 2.09 50 70 19.81 176.63 -32 32.00 120 13 1.650 0.014 0.000 35.01 32..08 2.93 51 71 19.03 175.63 -32 32.00 120 13 1.650 0.013 0.000 34.73 32.03 2.71 52 72 18.41 174.63 -32 32.00 120 13 1.650 0.012 0.000 34.50 31.90 2.59 53 73 18.32 173.96 -24 24.00 120 13 1.650 0.012 0.000 34.27 31.82 2.45 54 74 18.44 173.46 33T 18.00 120 13 1.650 0.012 0.000 34.12 31.73 2.39 55 75 18.36 173.46 33T 18.00 120 13 1.650 0.012 0.000 33.92 31.56 2.36 56 76 18.55 173.46 33T 18.00 120 13 1.650 0.012 0.000 33.76 31.36 2.40 57 77 19.04 173.46 33T 18.00 120 13 1.650 0.013 0.000 33.61 31.10 2.51 58 78 19.75 173.46 33T 18.00 120 13 1.650 0.014 0.000 33.49 30.80 2.69 59 101 63.43 67.17 3T 9.00 120 13 1.650 0.121 0.000 32.97 23.73 9.24 60 102 63.50 67.17 3T 9.00 120 13 1.650 0.121 0.000 32.91 23.65 9.25 61 64 70.52 37.00 3T -9.00 120 13 1.650 0.148 0.000 32.78 25.99 6.79 64 65 21.13 98.33 322T 18.00 120 13 1.650 0..016 0.000 25.99 24.16 1.83 64 103 49.39 30.17 0 0.00 120 13 1.650 0.076 0.000 25.99 23.69 2.30 101 104 63.43 12.25 0 0.00 120 13 1.650 0.121 0.000 23.73 22.24 1.49 102 105 63.50 12.25 0 0.00 .120 13 1.650 0.121 0.000 23.65 22.16 1.49 103 106 49.39 12.25 0 0.00 120 13 1.650 0.076 0.000 23.69 22.75 0.93 104 107 37.02 12.25 0 0.00 120 13 1.650 0.045 0.000 22.24 21.69 0.55 105 108 37.14 12.25 0 0.00 120 13 1.650 0.045 0.000 22.16 21.61 0.56 106 109 22.67 12.25 0 0.00 120 13 1.650 0.018 0.000 22.75 22.54 0.22 Lie, tvvuanlvn Shasta Oe Protection, Inc. • PH. (760) 323-5993 FAX (760) 323-8895 6-16 #476633 RASMUSSEN REMODEL (high roof level) 05-048 873-05 --------------------------------------------------------------------------------------------- PAGE 5 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. --------------------- FROM TO DIFF --------------------------------------------------------------------------------------------- (gpm) , (ft) (ft) -C TYPE (in) (psi) (psi) (psi) (psi) (psi) 107 110 10.94 12.25 0 0.00 120 13 1.650 0.005 0.000 21.69 21.63 0.06 108 111 11.10 12.25 0 0.00 120 13 1.650 0.005 0.000 21.61 21.55 0.05 109 112 -3.91 12.25 0 0.00 120 13 1.650 0.001 0.000 22.54 22.53 0.00 110 113 -15.11 12.25 0 0.00 120 13 1.650 0.009 0.000 21.63 . 21.74 -0.11 111 114 -14.90 12.25 0 0.00 120 13 1.650 0.008 0.000 21.55 21.65 -0.10 112 115 -30.50 12.25 0 0.00 120 13 1.650 0.031 0.000 22.53 22.94 -0.41 113 116 -.41.22 12.25 0 0.00 120 13 1.650 0.055 0.000 21.74 22.42 -0.68 114 117 -40.96 12.25 0- 0.00 120 13 1.650 0.054. 0.000 21.65 22.31 -0.66 65 115 57.32 3.17 3T 9.00 120 13 1.650 0.100 0.000 24.16 22.94 1.22 65 '118 -36.19 9.08 3T 9:00 120 13 1.650 0.043 0.000 24.16 24.93 -0.77 116.119 -67.74 12.25 0 0.00 120 13 1.650 0.137 0.000 22.42 24.10 -1.68 117 120 -67.41 12.25 0 0.00 120 13 1.650 0.136 0.000 22.31 23.98 -1.66 118 121 -64.15 12.25 0 0.00 120 13 1.650 0.124 0.000 24.93 26.45 -1.52 79 119 67.74 32.79 3T 9.00 120 13 1.650 0.137 0.0'00 29.82 24.10 5.72 80 120 67.41 32.79 3T 9.00 120 13 1.650 0.136 0.000 29.65 23.98 5.67 81 121 64.15 15.75 3T 9.00 120 13 '1.650 0.124 0.000 29.52 26.45 3.06 A MAX. VELOCITY OF 13.68 ft./sec. OCCURS BETWEEN REF. PT. 4 AND 5 ualvvuaxlUn Shasta Oe Protection,` Inc. • PH. (760) 323-5993 FAX (760) 323-8895 C-16 #476633 RASMUSSEN REMODEL (high roof level) 05-048 8-3-05 PAGE 6 ------------------------------------------------------------------------- ;------------ SUMMARY OF REMOTE DESIGN AREA SEARCH --------------------------------------------------------------------------------------------- The design area PRECEEDING the remote area requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 643.23 gpm AVAILABLE PRESSURE 81:95•psi OPERATING PRESSURE 64.84 psi. PRESSURE REMAINING 17.12 psi THE REMOTE AREA requires the following pressures and flows at Ref. Pt: 1 TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING 646.76 gpm 81.93 psi 65.12 psi 16.82 psi The design area FOLLOWING the remote area requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 649.22 gpm AVAILABLE PRESSURE 81.92 psi OPERATING PRESSURE 65.06 psi PRESSURE REMAINING 16.86 psi Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A.. I Shasta a Protection, Inc. • PH. (760) 323-5993 FAX (760) 323-8895 C-16 #476633 3584 La Campana way Palm Springs, Ca. 92262 H Y D R A U L I C 'C A L C U L A T I 0 N S C 0 V E R S H E E7 RASMUSSEN REMODEL (high roof level) 05-048 8-3-05 W A T E R S U P P L Y STATIC PRESSURE - (psi) 84 RESIDUAL PRESSURE (psi) 77 RESIDUAL FLOW (gpm) 1250 B O O S T E R P U M P S 'NUMBER OF BOOSTER PUMPS 0 / S P R I N 'K L E R S MAXIMUM SPACING OF.SPRINKLERS (ft) 13 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 396.76 gpm AT A PRESSURE OF 53.57 psi AT,THE BASE OF THE RISER (REF. PT. 5) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 101 CAST IRON CEMENT LINED (150) 107 PVC BLUE BRUTE (150) 002 SCHEDULE 10 013 DYNA-THREAD-40 0&1000&kl2H 2000 - WATER SUPPLY/DWND GRAPH RASMUSSEN REMODEL (high roof level) '05-048 8-3-05 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00-- — S U 70.00 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 Supply: 77.00 psi Cu 1250. CIO gpm FLOW Demand 65.1: p i (- j 646.76 gpm Sprinkler-CALC 7.2 Win 2000