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10-0846 (RC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: \ 10-00000846 Property Address: 46480 WASHINGTON ST STE 1 APN: 643-020-058- - - Application description: REMODEL - COMMERCIAL Property Zoning: REGIONAL COMMERCIAL Application valuation: 29000 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B — License No.: 597931 Date: Azd Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement 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 7031.5 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.). (_ I 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.). (_) 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 Owner: WASHINGTON PO BOX 1623 PALM DESERT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/03/10 111 LTD D A CA 92261 Nov 03 2010 Contractor: I CITY OF a LUDINGTON CONSTRUCTION, I FIIIlAAiVCE 41750 RANCHO LAS PALMAS DR, L2 RANCHO MIRAGE, CA 92270 (760)779-1599 Lic. No.: 597931 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 policy number are: Carrier GRANITE INS Policy Number WC001113379 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3//700 of the Labor Code, I shall fqpoMith comply those provisions. _ Date f �r�6o Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 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 count to enter upon the'above-mentioned property for ins tion purposes. Date: �/ Signature (Applicant or Agent): _ --V LQPERMIT Application Number . . . . . 10-00000846 ------ Structure Information 1403 SF T.I. SUITE #1 ----- Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . . MERCANTILE Other struct info . . . . . CODE EDITION 2007/08 ENERGY FIRE SPRINKLERS YES OCCUPANT LOAD 47.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 1403.00 Permit BUILDING PERMIT Additional desc JULIETT'S BAKERY T.I. SUITE 1 Permit Fee . . . . 278.00 Plan Check Fee 180.70 Issue Date . . . . 10/12/10 Valuation . . . . 29000 Expiration Date 4/24/11 Qty Unit Charge Per Extension BASE FEE 252.00 4.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 26.00 PermitELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 33.45 Plan.Check Fee 8.36 Issue Date 10/12/10 Valuation . . . . 0 Expiration Date 4/24/11 Qty Unit Charge Per Extension BASE FEE 15.00 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 1.00 3.0000 EA ELEC APPLIANCES 3.00 1.00 .4500 ---------------------------------------------------------------------------- EA ELEC DEVICE/FIXTURE >20 .45 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 45.50 Plan Check Fee 11.38 Issue Date . . . . 10/12/10 Valuation . . . . 0 Expiration Date . . 4/24/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 EA MECH AH >10K CFM 11.00 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 2.00 6.5000 ---------------------------------------------------------------------------- EA MECH OTHER MECH EQUIPMENT 13.00 Permit . . . . . . PLUMBING Application Number . . . . . 10-00000846 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 57.00 Plan Check Fee 14.25 Issue Date . . . . 10/12/10 Valuation . . . . 0 Expiration Date 4/24/11 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 6.0000 EA PLB FIXTURE 30.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB FIXTURE DRAIN/VENT REP/ALT 3.00 2.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 6.00 ---------------------------------------------------------------------------- Special Notes and Comments 1403 SF INTERIOR TENANT IMPROVEMENT. "M" OCCUPANCY. TYPE V -B CONSTRUCTION. OCCUPANT LOAD = 47. GREASE INTERCEPTOR PREVIOUSLY PERMITTED UNDER PERMIT 10-807. PERMIT DOES NOT INCLUDE SIGNS. 2007 CODES. 2008 ENERGY. MIRAGE DEVOLPERS NO LONGER CONTRACTOR PER TENANT JULIA STAHL AS OF 11-02-2010 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 18.07 BLDG STDS ADMIN (SB1473) 2.00 CHANGE OF CONTRACTOR 4.50 ENERGY REVIEW FEE 18.07 STRONG MOTION (SMI) - COM 6.09 Fee summary Charged Paid Credited ----------------- Due ---------------------------------------- Permit Fee Total 413.95 413.95 .00 .00 Plan Check Total 214.69 214.69 .00 .00 Other Fee Total 48.73 44.23 .00 4.50 Grand Total 677.37 672.87 .00 4.50 LQPEFWff P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: -10 000008_46 �! ] .Property Address: 46480 WASHINGTON ST STE APN: 643-020-058- - Application description: REMODEL - COMMERCIAL Property Zoning: REGIONAL COMMERCIAL Application valuation: 29000 T4ht4XPQ" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: Pius sAl,lG�� A OWNER -BUILDER DECLARATION' I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the # following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _SH construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State k 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 7031.5 by �g; any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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.) (_ I I, as owner of the property, am exclusively contractingwith 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 t92611 Date: 10/12/10 Owner: WASHINGTON 111 PO BOX 1623 PALM DESERT, CAT 12 2010 f 4A Contractor: MIRAGE DEVELOPERS INC 121 SOUTH PALM CANYON #208 PALM SPRINGS, CA 92262 (760) 864 - 944 8 Lic. No:.: 884711 • knr. ,v --------------- - - - - -- - 4F WORKER'S COMPENSATION DECLARATION 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 policy number are: Carrier NAVIGATOR Policy Number 2010010122 _ rcertify 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 uvorkers' compensation laws of California, and agree that, if I should become subjecttothe workers' compensation provisions of Section g3�700 of the Labor CQde,all forthwith comply with those provisions. icant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($.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. . 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 Ouinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is co t. agree to comply with all city apd county ordinances and state laws relating to buildi struction, an ereb authorize representatives /of his county to enter upon the above-mentioned prop y for i spection p ose Date:[)e L�Siture (Applicant or Agent): , a4e. 7& -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 7• I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with 'f Section 7000) of Division 3 of the Business and Professions ode, and my License is in full force and effect. - License Class: B i nse No.: 884711 /uateiV —t+Z��U ontractor: fji/1 . A OWNER -BUILDER DECLARATION' I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the # following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _SH construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State k 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 7031.5 by �g; any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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.) (_ I I, as owner of the property, am exclusively contractingwith 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 t92611 Date: 10/12/10 Owner: WASHINGTON 111 PO BOX 1623 PALM DESERT, CAT 12 2010 f 4A Contractor: MIRAGE DEVELOPERS INC 121 SOUTH PALM CANYON #208 PALM SPRINGS, CA 92262 (760) 864 - 944 8 Lic. No:.: 884711 • knr. ,v --------------- - - - - -- - 4F WORKER'S COMPENSATION DECLARATION 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 policy number are: Carrier NAVIGATOR Policy Number 2010010122 _ rcertify 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 uvorkers' compensation laws of California, and agree that, if I should become subjecttothe workers' compensation provisions of Section g3�700 of the Labor CQde,all forthwith comply with those provisions. icant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($.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. . 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 Ouinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is co t. agree to comply with all city apd county ordinances and state laws relating to buildi struction, an ereb authorize representatives /of his county to enter upon the above-mentioned prop y for i spection p ose Date:[)e L�Siture (Applicant or Agent): , Application Number . . . . . 10-00000846 ------ Structure Information 1403 SF T.I. SUITE #1 ----- - Construction Type TYPE V, UNPROTECTED Occupancy Type . . . MERCANTILE Other struct info . . . . CODE EDITION 2007/08 ENERGY FIRE SPRINKLERS YES OCCUPANT LOAD' 47.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 1403.00 Permit . . . BUILDING PERMIT Additional desc JULIETT'S BAKERY T.I. SUITE 1 Permit Fee 278.00 Plan Check Fee 180.70 Issue Date valuation... 29000 . Expiration Date 4/04/11 Qty Unit Charge Per Extension BASE FEE 252.00 4.00 6.5000 THOU BLDG 25,001-50,000 26.00 Permit ELECT - ADD/ALT/REM" Additional desc . Permit Fee 33.45 Plan Check Fee, ,. 8.36 Issue Date . . . Valuation . . 0 Expiration Date 4/04/11 Qty Unit Charge Per Extension BASE FEE' _ 15.00 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 1.00 3.0000 EA ELEC APPLIANCES 3.00 1.00 .4500 EA. ELEC DEVICE/FIXTURE >20 .45, Permit . . MECHANICAL Additional desc '. Permit Fee. . . 45.50 Plan Check Fee 11.38 Issue Date Valuation . . 0 Expiration Date 4/04/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 EA MECH AH >10K CFM 11.00 1.00 6.5000 EA MECH EXHAUST HOOD" 6.50 2.00 6.5000 EA MECH OTHER MECH EQUIPMENT 13.00 Permit . . . . . PLUMBING LQPERMIT LQPERMIT Application Number . . . . . 10-00000846 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 57.00 Plan Check Fee 14.25 Issue Date Valuation 0 Expiration Date 4/04/11 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 6.0000 EA PLB FIXTURE 30.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB FIXTURE DRAIN/VENT REP/ALT 3.00 2.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 6.00 ---------------------------------------------------------------------------- Special Notes and Comments 1403 SF INTERIOR TENANT IMPROVEMENT. "M" OCCUPANCY. TYPE V -B CONSTRUCTION. OCCUPANT LOAD = 47. GREASE INTERCEPTOR PREVIOUSLY PERMITTED UNDER.PERMIT 10-807. PERMIT DOES NOT INCLUDE SIGNS. 2007 CODES. 2008 ENERGY. Other Fees ACCESSIBILITY PLAN REVIEW •18:07' BLDG STDS ADMIN'(SB1473) 2.00' ENERGY REVIEW FEE 18.07 STRONG MOTION (SMI) = COM 6.09 Fee summary Charged Paid Credited Due Permit Fee Total 413.95 .00 .00 413.95 Plan Check. Total 214.69 .00 -.00 214.69 Other Fee Total' 44.23 .00 .00 44.23 Grand•Total 672.87 .00. .00 672.87 LQPERMIT Bin # Cj City of La Quinta = 'Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico U Quinta, CA 92253 - (760) 777-7012 -Building Permit Application and Tracking Sheet Permit # Project Address:'WmAi v Owner's Name: C%5 ON ark, /l kN A. P. Number: 3 --Q -_ o Address: 30 2 LI C� D Vie' e Legal Description: R,,kitt City, ST, Zip: S A) ;,gyGX%o Contractor: r� • Telephone: dCJ. - a / .i;fi:. �w k. Address: 121 S Pn.lyn e --#-,209 Project Description: City. SI, Zip:f 00rJh,Sorhias (7i7 Servdc-P aG Telephone:8' U Stats Lic. # : 0- CityLic. C Arch., Engr., Designer. r L* s Address: tal, So ew City, ST, Zip: w• W, CCI, Telephone: � State Lic. #: Name of Contact Person:S' O Construction Type: V Occupancy: Project type (circle one): New Add'nAlter) Repair Demo Sq. Ft.: I t. f Q 3 #Stories: # Units: Telephone # of Contact Person: _ 366 Estimated Value of Project: 006 r APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd IkWd TRACKING PERMIT FEES Plan Sets V Plan Check submitted item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Caned Contact Person 1 Plan Check Ba.1'. Title 24 Cates. Plans picked up a t Constrnetion Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctio u' � Electiicai Subcontactor List Called Contact Person + (OAD I Plumbing Grant Deed Plans picked.up U S.M.11 H.O.A. Approval Plans resubmitted Grading y , IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A,LP.P, Pub. Wks. Appr Date of permit issue • • School Fees N Total Permit Fees t��o t Ns SPP , • �ZiQuL%- 9-9 t�• QRZ 9 3M . F « Fire Barrier Duct Wrap''20A Commerical Kitchen Grease Duct Fire Protection System . Product Data and Installation Instructions CT .� } Skil v.� ��a, }� ( I t 4 �. y4ri. t t �+ �. CITY OF LA QUINTA- BUILDING & SAFETY DEPT. n' APPROVED. FOR CONSTRUCTION - DATE b BY 4 t ' 4F t0i-84� ' On , NFPA 96 ��^ _Complies with Complies with - .\ ,998 Edw- _ chant tlonal Uniform • 1998 EAilim j1_`_J_J MechaNwi Cade Mechanical Code ' fOB g Baa � w 1 • , • « • pRATpP Repot5907 1 Oce A 1. Product Description 3MT1" Fire Barrier Duct Wrap 20A is a fire resistant wrap consisting of a patented inorganic blanket encapsulated with a scrim -reinforced foil. It is used to fire rate commercial kitchen grease ducts and is a proven alternative to 1 or 2 hour fire resistant rated shaft enclosures. This non -asbestos wrap contains a safer fiber construction" and installs easily because of its high flexibility and strength. 3M Fire Barrier Duct Wrap 20A is a two -layer fire resistant wrap system that has passed the ICBO AC101 internal test which simulates a grease duct fire. With its excellent insulating capabilities, it is an ideal choice for tight spaces because it protects combustible constructions at zero clearance. 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealants used in combination 3M Fire Barrier Duct Wrap 20A provide an effective firestop when the duct penetrates fire rated walls and floors. Features • Listed to pass the internal grease duct fire test, ICBO AC101 • Zero clearance to combustibles for congested spaces . High flexibility for installation ease . Foil encapsulated with unique center overlap seam for blanket strength, protection and less dust • Safer fiber construction' 'Has been demonstrated to be soluble in the lungs according to EU guidelines 67/548/EWG, Note Q for bio persistence. 2. Applications 3M Fire Barrier Duct Wrap 20A is an ideal fire resistive enclosure for commercial kitchen grease ducts. It is a proven performance alternative to a 1 or 2 hour fire resistant rated shaft enclosures and provides zero clearance to combustible construction at overlap or collar. 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealant is used in combination with 3M Fire Barrier Duct Wrap 20A to firestop the duct when the duct penetrates fire rated floors and walls. 3. Availability Product Unit . Size Units/ Wt./ 1.69 1800 982 2.27 ctn. ctn. 3M Fire Barrier Roll 2 in. x 24 in. x 20 ft. 1 70 lbs. Duct Wrap 20A GD 531 F 50 mm x 60,9 an x 609 cm 31 k 3M Fire Barrier Roll 2 in. x 48 in. x 20 ft. 1 140 lbs. Duct Wrap 20A 50 mm x 121 an x 609 cm 63 k [70 3M Fire Barrier Roll 2 in. x 6 in. x 20 ft. 4 lbs. Duct Wrap 20A (50 mm x 152 cm x 609 cm) 31 kg Collar FS 563 W 4. Typical Physical Properties Blanket Color: gray/green Weight: 1.83 lbs./sq. ft. (8.93 kg/sq. m) Page 2 5. Performance, 3M Fire Barrier Duct Wrap 20A has been tested in accordance with the following: ASTM C 411 ASTM C 518 ASTM E 84 ASTM E 119 ASTM E 136 ASTM E 814 ICBO AC101 Internal Surface Burning Characteristics (ASTM E 84) Foil Encapsulated Blanket: Flame Spread: 0 Smoke Developed: 0 Blanket: Flame Spread: 0 Smoke Developed: 0 Thermal Conductivity Temperature OF (°C) btu -in./ hrAV-F 500 (260) 1000 (537) 0.417 0.922 1500 (815) 1.69 1800 982 2.27 For technical data and properties of 3M Fire Barrier 1000 N/S, 1003 S/L and 2000+ Silicone Sealants see separate product data sheets available from your 3M representative. Grease Duct Listings Fire Resistive Enclosure System Omega Paint Lab. Design Nos. Duct System Through - Rating Penetration System 1 or 2 hours 2 layers of 3M Fire Barrier GD 531 F FS 557 W Duct Wrap 20A , 3 in. FS 558 F (76 mm) perimeter and FS 559 W longitudinal overlaps FS 560 F FS 561 F FS 562 W FS 563 W Code Compliance 3M Fire Barrier Duct Wrap 20A complies with requirements of the following codes: NFPA 96, 1998 Edition Uniform Mechanical Code Section 507.6 International Mechanical Code Section 506.3.11 Uniform Building Code Section 711 ICBG ES Evaluation Report No. 5907 This is only a partial list of code compliance. For the latest code and approval information go to www.3m.com/flrestop or speak to your authorized 3M distributor or sales representative at (800) 328-1687. 6. Installation Techniques 3M Fire Barrier Duct Wrap 20A system should be installed in accordance with the following installation instructions. Material and Equipment • 3M Fire Barrier Duct Wrap 20A blanket, 2 in. (50 mm) thick, 24 in. (60 cm) or 48 in. (121 cm) wide, 20 ft. (609 cm) standard length. The 48 in. (121 cm) wide blanket helps to minimize waste. • Aluminum foil tape. • Minimum 3/4 in. (19 mm) wide filament tape. • Carbon steel or stainless steel banding material, minimum 1/2 in. (12,7 mm) wide, minimum 0.015 in. (0,38 mm) thick, with steel banding clips. • Hand banding tensioner, crimping tool, and banding cutter. • Minimum 12 gauge copper -coated steel insulation pins; galvanized steel speed clips, minimum 1-1/2 in. (38 mm) square or 1-1/2 in. (38 mm) dia. round, or equivalent sized insulated cup -head pins; capacitor discharge stud gun. • Access door. hardware: four galvanized steel thread rods, 1/4 in. (6 mm) diameter by 4-1/2 in. to 5 in. long (114 mm to 127 mm) with 1/4 in. (6 mm) wing nuts and 1/4 in. (6 mm) washers: 4 in. (102 mm) long steel hollow tubing to fit threaded rods. • Minimum 4.0 Ib. (1,8 kg) density mineral wool or scrap pieces of 3M Fire Barrier Duct Wrap 20A blanket • 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealant. Storage The 3M Fire Barrier Duct Wrap 20A and 3M Fire Barrier 1000 N/S, 1003 S/L and 2000+ Silicone Sealants must be stored in a dry warehouse environment. Pallets should not be stacked. Preparatory Work. 3M Fire Barrier Duct Wrap 20A is installed with common tools, such as knives, banders and capacitor discharge guns for applying insulation pins. In order to install the duct firestop system, the surfaces of all the openings and penetrating items need to be clean, dry, frost free and free of dust. Method. To minimize waste, 3M Fire Barrier Duct Wrap 20A material should be rolled out tautly before measuring. General instructions for installing the 3M Fire Barrier Duct Wrap 20A includes a two -layer wrap construction applied directly to the duct. The first layer or interior wrap of 3M Fire Barrier Duct Wrap 20A shall be cut to a length sufficient to wrap com- pletely around the perimeter of the duct, plus provide an overlap of not less than 3 in. (76 mm). Aluminum foil tape is used to seal cut edges of the blanket. Use filament tape to temporarily hold first layer blanket in place. The second layer is applied over the first layer using one of the following methods. Banding is only applied to the exterior layer. There are three (3) approved installation techniques for installing the 3M Fire Barrier Duct Wrap 20A (See Figures 1A -1D and Figures 2A -2D): 1. Telescoping 3 in. (76 mm) Overlap Wrap With the telescoping overlap wrap method, each blanket overlaps one adjacent blanket, and each blanket has one edge exposed and one edge covered by the next blanket as shown in Figure 1A and 1 B. The visible edges of the perimeter overlaps all point in the same direction. The next adjacent interior wrap of 3M Fire Barrier Duct Wrap 20A shall be cut to completely wrap around the perimeter of the duct with enough excess to provide an overlap of not less than 3 in. (76 mm). A minimum 3 in. (76 mm) longitudinal overlap onto the previous adjacent wrap is required on both layers. The second layer or exterior wrap of 3M Fire Barrier Duct Wrap 20A should be cut to sufficient length to wrap -completely around the perimeter of the interior wrap with sufficient excess to provide an overlap of not less than 3 in. (76 mm). The 3M Fire Barrier Duct Wrap 20A to be installed as the exterior layer shall be cut, if needed, and properly located to ensure that the longitudinal overlap joints of the exterior layer of blanket are staggered 10-1/2 in. (26,7cm) from those of the interior layer. Aluminum foil tape is used to seal any cut edges of the blanket. 2. Checkerboard 3 in. (76 mm) Overlap Wrap With the 3 in. (76 mm) checkerboard overlap wrap method, blankets with both edges exposed alternate with blankets with covered edges, as shown in Figure 1C. The visible edges of the perimeter overlaps alternate their directions and appear on every other blanket. 3. Butt Joint With Collar With the butt joint and collar overlap method, adjacent blankets are butted tightly together and 6 in. (152 mm) wide collar of 3M Fire Barrier Duct Wrap 20A is centered over the joint, overlapping each blanket by 3 in. (76 mm) as shown in Figure 1 D. In all three overlap techniques the perimeter overlap can occur at any location on the duct. The blanket is mechanically attached to the duct by steel banding or by welded insulation pins and clips for all three installation methods listed above. For Banding Only (See Figures 1A to 1D) Filament tape can be used to temporarily hold the blanket in place until the banding is applied. The steel banding is applied around the duct 1-1/2 in. (38 mm) from each edge of the blanket, and 10-1/2 in. (26,7 cm) maximum centers. The banding is placed around the exterior layer of material and tightened so as to sufficiently hold the 3M Fire Barrier Duct Wrap 20A in place against the duct, compressing the foil but not cutting the foil. Page 3 Additional Pinning to Prevent Sagging of the Wrap: For Ducts 24 in. (60 cm) and larger in width, additional pins are needed to support the blanket on the bottom horizontal surface and on the outside face of a vertical duct run. Space pins a maximum of 10-1/2 in. (26,7 cm) apart in the direction of the blanket width, and a maximum of 12 in. (30 cm) apart in the direction of the blanket length. Refer to paragraph below for more information on Mechanical Fastening with Pins. For Mechanical Fastening with Pins Only (See Figure 2A to 2D) Insulation pins are welded to the duct in the centers of the overlaps a minimum of 1-1/2 in. (38 mm) from each edge of the blanket, and spaced a maximum of 8 in. (27 mm) on center along perimeter overlap, and a maximum of 10-1/2 in. (38 mm) on center along longitudinal overlaps. The blanket is impaled over the pins and held in place by galvanized speed clips. Insulation pins that extend beyond the blanket wrap shall be turned down to eliminate sharp points. Insulated cup -head pins can be used at the same spacing requirements of the insulation pins. NOTE: Support hangar systems do not need to be wrapped provided the hangar rods are at least a minimum of 3/8 in. (9,53 mm) diameter and spaced a maximum of 60 in. (152,4 cm) on center along the length of the duct. Use a minimum 2 in. x 2 in. x 1/4 in. (50 mm x 50 mm x 6,35 mm) steel angle steel support channel or SMACNA equivalent support system. Access Door Installation (See Figure 3) Four galvanized steel threaded rods, 1/4 in. diameter (6,35 mm) by 6-1/2 in. to 7 in. long (165 mm to 177 mm) are welded to the duct at the corners of the door opening. Four steel tubes, each 5 in. to 7 in. (127 mm to 165 mm) long, are placed over the rods to act as protection for the 3M Fire Barrier Duct Wrap 20A when fastening the door. Four insulation pins are welded to the door panel for installation of the blan- ket. One layer of 3M Fire Barrier Duct Wrap 20A is cut so as the approximately the same size as the access door panel and impaled over the insulation pins. It is essential that this layer fit tightly against the wrap surrounding the access door opening with no through openings. A second layer of 3M Fire Barrier Duct Wrap 20A is cut so as to overlap the first layer by a minimum of 1 in. (25 mm) on all sides. A third layer of 3M Fire Barrier Duct Wrap 20A is cut to overlap the second layer by 1 in (25 mm) on all sides. The layers are impaled over the welding pins and all layers are Page 4 locked in place with galvanized speed clips. Pins that extend beyond the outer layer of 3M Fire Barrier Duct Wrap 20A shall be turned down to avoid sharp points on the door. The insulated door panel is placed over the threaded rods and held in place with washers and wing nuts. The details are shown in Figure 3. Penetrations (See Figures 4A to 4D) When the duct penetrates a fire rated wall, ceiling or floor, an approved firestop system must be employed. Figures 4A to 4D illustrate typical conditions. To firestop the wrapped duct, follow the installation parameters detailed in the following Omega Point Laboratories, Inc. systems: FS 557 W, FS 558 F, FS 559 W, FS 560 F, FS 561 F, FS 562 W, FS 563 W. Other Applications Refer to Figures 5, 6, 7, 8 and 9 for additional typical conditions. 7. Maintenance No maintenance is required when installed in accordance with the 3M Installation Instructions. Once installed, if any section of the 3M Fire Barrier Duct Wrap 20A is damaged so that the blanket is damaged, the following procedures will apply: . The damaged section should be removed by cutting the steel banding or removing the clips holding it in place. . A new section of the same dimension should be cut from a roll of 3M Fire Barrier Duct Wrap 20A, either 24 in. (60,9 cm) or 48 in. (121 cm) wide. . The new section should be placed and fitted ensuring the same overlap that existed previously. . The steel banding should be placed around the material and tensioned so as to sufficiently hold the 3M Fire Barrier Duct Wrap 20A in place. . If the blanket has not been damaged but the foil has.ripped, seal the rip with aluminum foil tape. 8. Purchase Information 3M Fire Barrier products are available through a network of nationwide distributors. For information on where to buy, go to www.3m.com/fiirestop. 9. Safe Handling Information Consult Material Safety Data Sheet prior to handling and disposing of 3M Fire Barrier Duct Figure 1A 3M Fire Barrier Duct Wrap 20A Commercial Kitchen Grease Duct Systems 1 or 2 Hour Shaft Alternative Zero Clearance to Combustibles Telescoping Wrap Technique With Banding For Ducts 24 inches ,(60,9 cm) or Less Wrap 20A. 1A. First Layer 3M Fire Barrier Duct Wrap 20A 1 B. Second Layer 3M Fire Barrier Duct Wrap 20A 2. Steel Banding 1/2 in. (13 mm) Wide Min. Typical . 3. 3 in. 76 mm) Min. Longitudinal Overlap 4. 1 3 in. (76 mm) Min. Perimeter Overlap System integrity is limited by quality of installation. Page 5 Figure 1 B Telescoping Overlap Wrap Option Cross Sectional View 3„ (76 mm) 319 (76 mm) 1-1/2" (38 mm) 2 1-1/2" (38 mm) 1B Figure 1C Checkerboard Overlap Wrap Option Cross Sectional View 3" (76 mm) 3" (76 mm) 1 —1/2" (38 mm) 2 1 —1 /2" (38 mm) 1B 3 21 " (53,3 cm) TYp• Figure 1 D Butt Joint With Collar Option Cross Sectional View 6" (152 mm) 3„ (76 mm) 1-1 /2 (38 mm 1-1/2" (38 mm) n 2 12" (30,4 cm). 1A. First Layer 3M Fire Barrier Duct Wrap 20A 1 B. Second Layer 3M Fire Barrier Duct Wrap 20A 2. Steel Banding 1/2 in. (13 mm) Wide Min. Typical 3. 3 in. (76 mm) Min. Longitudinal Overlap 4. 3 in. (76 mm) Min. Perimeter Overlap 5. 6 in. (152 mm) Wide Collar: Prefabricated 3M Fire Barrier 20A Collar 6. Firmly Butted Joint System integrity is limited by quality of installation Page 6 Figure 4D 3M Fire Barrier Duct Wrap 20A Commercial Kitchen Grease Duct Systems 1 Hour Through Penetration Systems Fire -Rated Wood/Gypsum - Floor/Ceiling Assembly '6 mm) '6 mm) 1. Fire -rated Floor/Ceiling Assembly Omega Point Laboraties, Inc. 2. Duct Through Penetration Systems 3A. Two Layers 3M Fire Barrier Duct Wrap 20A 3B Banding or Pinning FS 558 F 3C. Packing Material 3D. I 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealant System integrity is limited by quality of installation. _ Page 13 r-. E E N LO Figure 8 3M Fire Barrier Duct Wrap 20A Commercial Kitchen Grease Duct Systems 1 or 2 Hour Shaft Alternative Zero Clearance to Combustibles Suggested Roof Vent 1. Duct 2. Roof Assembly 3. Roof Flashing 4. Vent Flashing 5. Two Layers 3M Fire BarrierDuct Wrap 20A 6. Firestopping System for Rated Roof Assemblies Only i Page 17 0 C4MBERT5ON INDUSTRIES H 111 IGH- Q U A L I T Y STAI N LESS LAMBERTSON 18 -GAUGE STAINLESS STEEL N 10' O" MIN S T E E L DATE TYPES OF COOKINGEQUIPMENT ❑ LIGHT DUTY OVER - RANGE - KETTLE ❑ MEDIUM DUTY FRYER -GRIDDLE ❑ HEAVY DUTY CHARBROILER - ELECTRIC BROILER S T E E L DATE ZIP CODE CUSTOMER' ! <.Q 1 4� ATTENTION . • , r Q u + FAX t iA.r SAFETY,_jl5M."f PHONE 1 ' $ EMAIL N $ CUSTOM 3 - FIXED VENTILATION CURB: LI -FVC- SEP L 4 2010 i U I; $ CUSTOMS Y PAYMENT OPTIONS ❑ CREDIT CARD ` COUNT CC # 5 - FIXED CURB: LI -FC -R,, _ _ - CC EXP. DATE SEC# APPROVED: DATE LEE Approved with UL710 standards designed for UL MH14449 400 and 600 cooking equipment. Model # UL-BH-MUA- OTY NET PRICE© OPTIONS REQUIRED $ ❑ 1 -BE LT DRIVE - UP -BLAST ROOF VENTILATOR. UL LISTED, 7-�--1 SPECIFICATION: LI -UB- [n •',. i fi {I $ ❑ 2 - GREASE COLLECTOR BOX: LI -CB- $ ❑ 3 - FIXED VENTILATION CURB: LI -FVC- SEP L 4 2010 i U I; $ ❑ 4 -BELT DRIVE FILTERED SUPPLY ROOF UL LISTED: L 'S- $ ❑ 5 - FIXED CURB: LI -FC -R,, _ _ - $ ❑ 6 - 3" STAINLESS STEEL AIR SPACE INCLUDED 19 7 - 20" x 20" ALUMINUM FILTERS/ UL LISTED $ ❑ 8 - HOOD HANGER BRACKETS (SET of 4) INCLUDED 0 19 - FULL LENGTH S/S PERFORATED - AIR SUPPLY - EXTERNAL $ Q 10 - UL-BH-MUA • $ ❑ 11 - GREASE PROOF LIGHTS. UL LISTED INCLUDED ❑X 12 - STAINLESS STEEL GREASE CUP $ ❑ 13 - 3" SIS DUCT COLLAR (WELDED IN POSITION) ❑ VENTILATION ❑ SUPPLY 1335 ALEXANDRIA COURT SPARKS, NV 89434 I VM MOM a@ 10�.omj LAMBERTSON INDUSTRIES, INC. PHONE 775 •857. 1 100 TOLL-FREE 800.548.3324 FAX 775 • 857 • 3289 HOODS ' �Ir. • � . �1N 9 WWW.LAMBERTSON.COM SALES @ LAM B E RT SO N. C O M nn IAF. Co. ®� LAMBERnairuN INDUSTRIES ailH IGH—QUALITY STAINLESS S T E -E L STAINLESS STEEL HOOD WITH SINGLE SUPPLY AIR 3"� 48" — 60" U.L. LISTED I MODEL # UL—BH- 21" L—BH-21" 21" 18 GAUGE i (UBC -508.2 • END VIEW 3"AIR SPACE REAR B\HOOD HANGER T EXHAUST ❑ BRACKETS + DUCT COLLAR 1 O Q O E VAPOR PROOF LIGHTS O T SUPPLY AIR • TOP VIEW HOOD LENGTH O W = 21" 0 O REMOVABLE GREASE COLLECTOR 1335 ALEXANDRIA COURT SPARKS, NV 89434 �L LISTED MH 140!9 Approved with UL710 Standards Designed for4WCooking Equipment Approved with UL71O Standards Designed for 600'C&)king Equipment 16 GAUGE WELDED DUCT PIPE LAMBERTSON INDUSTRIES, INC. . PHONE 775.857 • i 100 TOLL-FREE 800 • 548. 3324 FAX 775 •857 - 3289 HOOD SCHEMATICS — 7 STANDARD LOCATION FOR 101, HOOD MOUNTING BRACKETS U.L. ALUMINUM FILTERS PITCH GUTTER WWW.LAMBERTSON.COM SALES@LAM BERTSON.CO M KYWA M## &D IAF sp- f-oo iDccTH [ TIEN 14 GAUGE HAT CHANNEL 31/Y 1 TEF WELDEOTOTOP T OF HOOD Y HIGH 0 3 1 /2. T �3 �3. 16 GAUGE WELDED DUCT PIPE LAMBERTSON INDUSTRIES, INC. . PHONE 775.857 • i 100 TOLL-FREE 800 • 548. 3324 FAX 775 •857 - 3289 HOOD SCHEMATICS — 7 STANDARD LOCATION FOR 101, HOOD MOUNTING BRACKETS U.L. ALUMINUM FILTERS PITCH GUTTER WWW.LAMBERTSON.COM SALES@LAM BERTSON.CO M KYWA M## &D IAF sp- 1LAMBERTSON INDUSTRIES H I G H- Q U A L I T Y' • S T A I N L E S S S T E E L FAN # I' BDU18 158 LBS. 141 CURB / TAG: 2450 CFM Description BeR Drive Centrifugal Upblast Exhaust Fan with 18.75" Wheel Exhaust Motor Model .7518OS1BAOD56-48PP, 0.75 HP, 1 Phs, 115 V, 12.0 FLA, ODP (Open Drip Proof) Exhaust Motor Pul- Part Type Qty. Browning # Turns Out Belt 1 AX27 Blower Pulley 1 AK66 x 3/4 Motor Pulley 1 1 VL40 x 5/8 PerformanceExhaust 1.5 Volume RPM TS 2450 cfm 1 897 4403 fl/min Max Recommended RPM BHP 1000 0.57 Ambient Temperature Altitude SP 70° 0' 0.75" w.g. Construction Features • Housing constructed of heavy gauge aluminum- 'Centrifugal backward inclined, non -overloading wheel, built out of 3003-H14 aluminum • Weatherproof safety disconnect switch ; • Grease spout welded to housing • Vibration isolators • Adjustble pitch drive assemblies • Adjustable motor mount • Ball bearing motors • Forces fresh air through motor to ensure long motor life • Corrosion resistant fasteners • Thermal overload protection • High heat operation (300°F) • Rated for restaurant and general ventilation applications • Grease classification tested Selected Options • GREASE CUP - Grease Cup for kitchen -duty centrifugal exhaut fans, Box Dimensions: 15-3/4 L x 5-1/16 W x 3-3/4 H (18 GA.) - 39.375 ; 33.7.5 I'l GRE DRAI 2:.. 2 .5' �` FOR RE TAR 39 /L 19.5 FOR RESTAURANT APPLICATIONS 2a DUCTWORK TO FAN. 26 26 Vaso. 20 CURB 3. In BASHING ROOF OPENING 7 30.26'deg �. `12 '24 24 PITCHED'CURBS ARE AVAILABLE XAMPLE:' 7:12 PrTCH = 30.26 deg SLOPE ��sao 2.000 1:750 SP 1:250 1.000 .0.750. O:SdO 0250 O:ODO 1500 1000 500 30W 35W 6000 6500 5000 5500 (FM I It I I I � •\ �?yam • �g� I �'s4 1335 ALEXANDRIA COURT LAMBERTSON INDUSTRIES, INC. WWW.LAMBERTSON.COM SPARKS, NV 89434 PHONE 775 • 8S7 • 1100 SALES@LAMBERTSON.COM TOLL-FREE 800.548.3324 FAX 775 - 857 • 3289 UL N.SE Co. ®M 1� 0' FLOAIRE -EXHAUST - 19 . "`�' O SP ERY -L490 L4 L4 ilriC�-usrrrsa, C):� a e 24 - „ .� Z3 T O I oo� I I i I41, 10'-0" MIN F4 Check Specifications Required -a Ls,y,eg s mac' f--,�Ze Mm rca -'(""ef4rWr._ CCRAMics f=-s�e WAP ul LISTED MH14449 Approved with UL710 Standards Designed for 400'Cooking Equipment Approved with UL710 Standards Designed for 600'Cooking Equipment Model # NFPA- BH-MUA Make Up Air Exhaust Hood Q; UO S LOS -r j Ij?Oa�rj C'9 )4A W_rl yt�4 1 UL76 4 L'14 Cep i 1.5; f C3RF1S' J. l . !�.... I �..�E...p I •Qck4-r .CtIsB �•. .,...�.,; 1`�K?vp. � . j i � � j f. j . •° i i i 1L.'i' rf�G'�P 1'I�F}xCri �i,P �}f ' (J�19?' I '• i 1 I t�i� � 13 +• UA . L..-. _.i st r , , I C)I I rf' ML ! "' { .1,$ o ! GSR I �Clrlar�c�'-�' � � oFj �-i'. I J j � �. � • . I O O ; iilr'}t�t � i � i ` ; • I l �... -�88� -� s'�'uA.-'L/8 -�-1 ; ,N r . - �-i o � .� 6, Ldrv� _. _.... I... �' I 1st I� Pt�Oc L.) i�t'1 i !--..)�l.5'�Y'C--fl i i I �- ',i .► . (3 Y iD^�HR�S t r ? t-- f i' j�( i i l l • ' .._ ....I.... �........i .... !........ � I i i • i i - ; to ti tai 9i'Af,F_4C sy' iC- � ir'�s+?i �3e !� pt^1..� ."S� �`=1.+cac�� Rr�p i? ----- ... _ — r - .. —� 4 7'- Exhaust R—d6dii'Mea�ry Dutyr-- �0�° Qven Ran a Kettle F er G 'ddl Ch b "1 EI # ' B '1 'G a , , ry , a e, ar a %F =I I eC PSC 11 %P er LAMBERTSON STAINLESS STEEL HOODS ARE FULLY U.I. LISTED AND MANUFACTURED TO U.L. 710 STANDARDS Upblast Centrifugal Vapor Proof Exhaust Ventilator , ,,,,,, Vented Fixed Curb Model Upblast Exhaust Number Total Size of Wheel size Shipping LI -FVC -20112 Model Length of Filters CFM Duct Opening Static Pressure Weight LI -FVC -241/2 UL-BH-MUA-48-5 LI -UB -616 1/3 1350 x y 131/4 70 lbs. LI -FVC -281/2 UL-BH-MUA-48-4 48" 2 1000 10" 10" .75 130 UL-BH-MUA-48-5 60' 3 1250 11" 11" .75 160 UL-BH-MUA-48-6 72' 3 1.500 12" 12" .75 1.-99 UL-BH-MUA-48-7 84" 4 1750) 13" 13" .75 220 E-"-- UL-BH-MUA-48-8 96" 4 2000 14" 14' .75 250 UL-BH-MUA-48-9 108 ° 5 2250 15' 15" .75 280 UL-BH-MUA-48-10- 120- 6 2500 16" 16" .75 310 - UL-BH-MUA-48-11 132, 6 2750 17" 17" .75 340 UL-BH-MUA-48-12 144- 7 3000 18" 18" .75 370 UL-SH-MUA-48-13 156, 7 3250 19" 19" .75 400 UL-BH-MUA-48-14 168- 8 3500 20' 20" .75 430 UL-BH-MUA-48-15 180 " 9 3750 21" 21" .75 450 UL-BH-MUA-48-16 192" 9 4000 21" 23" :75 480 The table below shows the hood and ventilation requirements for each hood above. Our UL listed ventilators below come ready to install and are designed for continuous operation to exhaust smoke, fumes, oders, and grease -laden vapors from our U.L.listed hoods and commercial cooking appliances in Industrial, Institutional and commercial kitchen applications. We have made sure that every hood has the correct components to ensure your Installtion goes as smoothly as possible and that your hood & ventilation systems will meet your needs and perform correctly Vented Fixed Curb Model Upblast Exhaust HP Exhaust C.F.M. Motor R.P.M. Wheel size Weight. LI -FVC -20112 UL-BH-MUA-48� LI -UB -594 1/3 1100 1820 111/4 60 lbs. LI -FVC -241/2 UL-BH-MUA-48-5 LI -UB -616 1/3 1350 1435 131/4 70 lbs. LI -FVC -281/2 UL-BH-MUA-48-6 LI -UB -617 1/2 1575 1645 11114 80 lbs. UL-BH-MUA-48-7 LI -UB -620 1/2 ,1:890 1390 14114 8,0lbs UL-BH-MUA-48-8 LI -UB -620 112 i. 2025 1390 14114 80 lbs o<--- UL-BH-MUA-48-9 LI -UB -621 314 25d 1595 14114180 bs. UL-SH-MUA-48-10 LI -UB -621 3/4 2475 1595 141/4 1 80 lbs. UL-BH-MUA-48-11 LI -UB -622 1 2700 1725 14114 80 lbs. UL-BH-MUA-48-12 1-I-1.113-625 3/4 2925 1265 161/2 90 lbs. - - - 0 bs,^ UL-BH-MUA-48-14 LI -UB -626 1 3375 1390 16112 90 lbs. UL-131H-MUA-4845 LI -UB -630 1 3600 1185 18112 110lbs. UL -BH- UA 48-16 Ll -UB -631 11 1/2 4000 1360 18112 110 lbs. Vented Fixed Curb Curb Height LI -FVC -171/2 20" LI -FVC -201/2 20" LI -FVC -201/2 20' LI -FVC -20112 20" LI -FVC -201/2 20" LI -FVC -241/2 20" LI -FVC -241/2 20" LI -FVC -241/2 20"' LI -FVC -241/2 20' LI -FVC -241/2 20" LI -FVC -281/2 20" LI -FVC -281/2 20" Figure 1 -legend I Two layers ArgMaster Duc t Wra 2x2+ Or FasfWmpn 2 FllamWd We 3 ftW banding 4 WlangWirrelamrtap 5 3' transvoerse overWp 8 Min. 3W darmtor hanW rod 7. 2"x 2'x 1180 8 1' compresEm3d butt' int 9 8• wWo f9m MasW Djdmmp W+ or FasWimp XL cobr - h SUPPLYAR MODEL r ! - h SUPPLYAR MODEL H.P. SUPPLY CFM WEIGHT ' , FIXED CURB v ? LI - S - 494 -1/6 1050 40lbs. LI - FC -28% LI - S - 495 114 1650 50lbs.: LI - FC - 28% %- - LI - S = 496 113 2100 60lbs. L1 - FC - 281/2 • • • r LI -S-498 314 2500 701bs. r. LI - FC - 28% - U -S-499 1 2800 701bs. LI - FC - 28% LI - S - 503 1 3400 90lbs. ' .1 LI - FC - 321/2 , a f 6 gh LI - S - 508 1 % 4400 110ibs. Ll - FC - 321A Filtered Supply Curb LI -S-509 1 Y 6000 1201bs. Li- S-521 2 5066. 1501bs. A Weyerhaeuser Business Washinciton Park - Pad 4 La Quinta, Ca (TJ Job # 05-003672) Reference Documents: TJ Product Package 511712005 Title By Date Rev. # . Sheets Architectural Drawings KKE Architects Inc. 4/6/2005 A201 -A404 Structural Drawings Ken Okamoto & Associates Inc. 4/6/2005 SI -S6 Mechanical Drawings Fire Sprinkler Drawings Steel Shop Drawings If you have questions, please call the following: Your Trus Joist Technical Representative: Dave Newman (949) 455-8274 �I, Or the Project Coordinator: :J!� 1 , Ivanka Aghbashian I ( SEP 7 4 2010 (949) 885-5944 L • t Or our Engineering Departmen(g__- Lew Nacorda (949) 885-5926 Calculations pp. I to 8, Material List p. 1, Drawings pp. I to 2 Our engineering responsibility is limited to the design of Trus Joist products in accordance with the above referenced documents based on design loads specified by the engineer of record. IMPORTANT (Please Read and Sign Below) • Approve and return this package as soon as possible — trusses will not be fabricated and delivered until a�pproval.is rgeive. • All materials shall be furnished by others unless specifically noted by TJ herein.' • Truss bearings, bracing, bridging, pre -notched plates, etc., must be properly installed as erection proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. I warrant that this Tnts Joist Submittal Package has been provided to the contractor/i it has been verified and/or corrected for accuracy of loading information and consists any "clouded" items on the Shop Drawings have been reviewed and correct info ati materials is the sole responsibility of the installer. Check One: (For Revise & Resubmit, note corrections and return without signature) FlApproved, no change Purchaser FlApproved, as corrected • By * PLEASE NOTE: Corrected set of shop drawings must be returned to T BUILDING & SAFETY DEN i• .AppROVED FOR` CGN�RUCTION M�mm!T, 1 ' — Trus Joist, A Weyerhaeuser Business 10 �Q 101 Pacifica, 3rd Floor, Irvine, CA 92618 Ph: (9 t9) 885-5900 • Fax: (949) 885-5959 - +� that :e that NO EXCEPTiON TAKEN ❑ MAKE CORRECTIOP{S ❑ REJECTED NOTED ❑ SEE COMMENTS O REVISE AND RESU�YR Reviewing is only for conformance wi!h the desinn cenceo of the protect andn.^.nc;a1 r..om;7li!nce with the int;;nn<:i::a? given in th, co lac! d.;c :rr.^rts. Ar;v tothe it rc regUiremet; s of the �.•.;:ns zr,i: Coni . _:cr- sPOi:,. t Material List a,� TJ Number 05-003672 Sales Representative Dave Newman Project Name Washington Park Pad 4 Engineering Office Irvine Location La Quinta, CA Project Coordinator Ivanka Aghbashian Design Technician Lew Nacorda Delivery D1: Wahsington Park Pad 4 - Roof (R1) Plant Chino -- Report Title Out For Approval Status Out For Approval Report Type (Customer Latest Revision : Open -Web Products Beams Trusses 1 P1 5.25x20 1 36-0.00" 2.2E 0.000 35.0 Type Description Notes 1 ... 5.25x20 .... ..... ......... .............. ..... ..... Total 35.0 N8 8dx1.5 Nails 20 Ib Quantity Type Series Profile Depth Clear Span Pr. Length Pr. Load Appl. Footage Notes 23 A TJS Parallel 42 58'-0.50" 59.0 121.3 125% 1357.0 1 Al TJS Parallel 42 58'-0.50" 59.0 121.3 1256/. 59.0 7 A2 TJS Parallel 42 56'-0.50" 57.0 118.3 125% 399.0 2 AD TJS Parallel 42 58'-0.50" 59.0 121.3 125% 118.0 1 33 ' ' TJS .... ..... ........ ..... .... .. .... Total 1933.0 Note 1 Double without load transfer blocks, banded only. To be field located per plan under parallel parapet wall. Open -Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 176 1 1 214 1 DF #1 min Open -Web Products Strut Bracing ' Quantity Type Style O.C. Spacing Notes 210 WS 32 Open -Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Notes 12 B2 53.500 Wind Uplift 30"+ Parallam® PSL Products Beams Quantity Type Size Length Grade Camber Footage Notes 1 P1 5.25x20 1 36-0.00" 2.2E 0.000 35.0 Type Description Notes 1 ... 5.25x20 .... ..... ......... .............. ..... ..... Total 35.0 N8 8dx1.5 Nails TeamBuilder 0.37 D1: 05-003672 Washington Park Pad 4 1 of 1 05003672 MatList Out For Approval 5/17/2005, 1:08 PM Hardware Quantity Type Description Notes 5 Ib N8 8dx1.5 Nails 20 Ib N10 (10dx1.5 Nails 28 Framin Anchors TeamBuilder 0.37 D1: 05-003672 Washington Park Pad 4 1 of 1 05003672 MatList Out For Approval 5/17/2005, 1:08 PM DO NOT SCALE TH15 DRANING THIS TRUS J015T ENGINEERED LAYOUT DRAWING (E.L.D.) WAS PROVIDED TO SUPPLEMENT A/E DOCUMENTS SEE A/E CONTRACT DOCUMENTS FOR INFORMATION NOT SHOWN WERE. FrmnWo:a' n rollvn' Porallv..', Par�a.mmae PI°�', $ilml Floe' TS , —1. T v.a i.l'I' ere reGaleed vn]eo.oko oW - ' TJL•, TJLn•, tJ1.X `IOTJW, TJS`, iJM` atl iraa Jowl` Va1m�v�a cf Trua Jail a Waycriaaxr Bua�neoa, (box, Idaho. . THINK SAFETY - READ IN5TALLATION INFORMATION BEFORE PROCEEDING GENERAL NOTES -I LEGEND » FOR IDENTIFICATION OF ALL TJ PRODUCTS SUPPLIED, SEE MATERIAL LIST. FLAT ROOF: LL- 20 PSF DL- 15 PSF' FOR SPECIFIC LOAD CONDITIONS AND LOCATIONS, SEE TJ CALCULATIONS. LOADS ARE BASED ON CURRENT SET OF CONSTRUCTION DOCUMENTS, AS INDICATED ON TJ COVER SHEET. 2x4 STARTER STRUT BY OTHERS, REQUIRED AT THE END OF EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE DETAILS 2C, 3A 4 3D ON OPENWEB COVER SHEET. CONTINUOUS ROW OF STRUT BRACING BY TJ. STRUT BRACING 15 REQUIRED FOR LATERAL SUPPORT DURING TRUSS INSTALLATION. SEE DETAIL 3D ON OPEN -WEB COVER SHEET FOR BRACING REQUIREMENTS AT ODD TRUSS SPACES.. SEE SECTIONS 3 AND 5 ON OPEN -WEB COVER SHEET FOR DETAILS AND INSTRUCTIONS. ,. CONTINUOUS ROW. OF MIN. Ix4 FLAT BOTTOM CHORD NAILER BY OTHERS. SEE DETAIL 3E ON OPEN -WEB COVER SHEET. XBtt �!�—=----------�- INTERMITTENT ROW TYPE 'B2' METAL WIND BRACING BY TJ. INSTALL AT NAILER ROWS ('52') AT EACH END OF BAY AND ONLY WHERE SHOWN ON THE PLAN VIEW. ATTACH TO THE BOTTOM OF THE TRU55 TOP CHORD 4 TO THE TOP OF THE NAILER ROW. FOR MORE INFORMATION SEE DETAIL D/2, AND MATERIAL LIST. FOR TRU55 BEARING CLIP PROPERTIES 4 INFORMATION, SEE DETAIL A/2. ' WHERE MECH. .UNIT OCCURS, PLACE PER DETAIL B/2. FOR RECOMMENDED ATTACHMENT OF NON -LOAD BEARING PARTITIONS UNDER OPEN -WEB TRUSSES, SEE DETAIL C/2.' P# LOCATION OF BEAM BY TJ. SEE MATERIAL LIST FOR MORE INFORMATION. Ott DENOTES LOCATION 4 INFORMATION OF MECH UNITS IN REF. WITH CONSTRUCTION DOCUMENTS. J MECHANICAL INFORMATION MECH UNIT WEIGHT tt OF (MAX) TRUSSES I 1200tt OVER 3 OI INDICATES FRAMING BY OTHERS. O ALL DIMENSIONS ARE FACE OF STUDS U.N.O.' O ROOF DRAIN TO PASS T14RU CLEAR SPACE. OTRANSFER BLOCKS 4 2X10 LDGR FIELD INSTALLED 4 SUPPLIED BY OTHERS. OMECH TO BE PLACED @ 32'" O.C. TRUSS SPACING FOR DUCT•5HAFT OPENING. FIELD LOCATE TRUSS EQUALLY TO ACCOMMODATE O6 ROOF HATCH FRAMING IN-BETWEEN TRUSS BY OTHERS AS REO'D. i 7 O7 INDICATES DBL. JST. (I REG.-* I ADDN'L) TYPE 'AD' LOCATE UNDER_ WALL ABOVE. . OB FIELD LOCATE TRUSS A5 REQUIRED. BY DATE REMARKS �p Weyerhacuscr Business Washington Park - Pad 4 Lo Quints, CA "Roof Truss Location Plan" DRAWN DATE CHECKED DATE ORDER NO SHEET WBM 1 05-12-05 1 1 1 05-003672 I OF 2 nw la, 2005 - I0:47or. J - - IOdx lyj' NAILS BY TJ. (5) NAILS AT EACH SIDE. 44.1i' • 1 396' x J p , �hh 0 - t TJS 'IS'I CLIP TOP CHORD BEARING DO NOT SCALE THIS DRAWING e ECHANICA '1 - TWO IOd NAILS - UNIT / EACH END ' ' TRU55 CLIP BY OTHERS ✓ P NEL LEN H ♦ DISTANCE 'X' ♦ i ♦ PITO IN - - NON -LOAD BEARING .2x4 BLOCKS (OR PARTITION WALL MULTIPLE BLOCKS) TO -BRACE DISTANCE 'X' NOTE 300a MAX. LOAD PER TRUS5 PANEL. (GAP BETWEEN OTHERWISE, WEIGHT OF MECHANICAL UNIT TO WALL t TRUSS) DISTANCE 1W BEAR DIRECTLY OVER PIN5 IN TOP CHORD. F UNDER FLOOR UNDER ROOF , LOCATE SUPPORT MEMBERS PERPENDICULAR f SPAN 'O SPAN X. TO TRU55 SPAN.. 0 AN 1 i ' 0'-20' 20'-40' 2Y2' 20'-40' I �. y SUPPORT- DETAIL FOR ROOF 40'-60' 4' 40'-60' • MOUNTED EQUIPMENT _ RECOMMENDED ATTACHMENT FOR I NON -LOAD BEARING PARTITION r7l"IM 'A 1' ---Imo, i� �� .. X30•-60' � - _ METAL CROSS BRACING BY TJ t (SEE PLAN FOR LOCATIONS) !( ATTACH BRACING AS TRUSSES ARE INSTALLED. ` I. 2x4 NAILER BY TJ ATTACH TO TRU55 -• BOTTOM CHORD WITH TWO 10dx3' NAILS MIN. - SPLICE NAILER TOGETHER WITH " THREE I0dx3' NAILS EACH SIDE THROUGH 2x4x24 BLOCK 1 (I' ON EITHER SIDE OF SPLICE) 2 2 2 2 V 2 2 L M -" 2 2 - REFER TO CONTRACT DRAWING5' BY DATE REMARKS ®� ��}.�Kuuse, Business (ARCH. 6 STRU' T•. PLANS 'INFORMATION WQSflIY1G�tOC1 Park - Pad 4 FOR ADDITIONAL- �, Lo Quints, CA �. ✓�� +' ° •, aure...w.�. rl„•,rloe-•, r:.,eas��.e•, rn•,,.®,i�.e :.me,.>k, v,a TJL•, TJLn•, iAX•TJW, .TJ9• ITJ • a.d Tru, :d,l• ar 'rofm.m Y, a! i,w Jd,t, E.,.,ea, - - DRAWN DATE 'DATE a xr Ba,e, lady. r THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING WBM 5 -12 -OS' CHECKED N ORDER NO 05-003672 SHEET 2 OF 2 q �s Project: Washington Park Pad 4 Type: A Location: La Quinta, CA Qty. 23 Release: R1 Project Number- 05003672 TJ-openwebr" X4.31.0 Rel. Desc.: Roof Trusses 5/17/2005 11:07:27 AM PAGE 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 58' 11.500" 2 6 . 0.25„ 42.000" TJSTM OPEN WEB TRUSS Parallel Profile ��' 5.50 Top Chord Slope =.25/12 - 2.00~ 2.00" Product diagram is conceptual. All dimensions are horizontal. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-With Mech Units TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 42' 0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 48'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min. LOAD GROUP #2 @ 32.000" O.C.-Load Group 1 Ld Ck meth @ 1/3 span TYPE CLASS LIVE DEAD LOCATION (1). APPL APPLIED TO- COMMENT Point(Ibs) R(1.25) 0 200 .16'8.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 22' 8.000" Adds to TC, on chords) 1200# max / 3 Trusses min LOAD GROUP #3 @ 32.000" O.C.-Load. Group 1 Ld Ck meth @ 1/2 spanDEFAULT 3 TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 26'6.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 32'6.000" Adds to , TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #4 @ 32.000" O.C.-Load Check with Drafstop (No Mech) NA TYPE CLASS LIVE DEAD, LOCATION (1) APPL APPLIED TO COMMENT 25 0.250" to 58' 11.250" Adds to TC Draftstop Ids (NA) ' Uniform(plf) R(1.25) 0 . LOAD GROUP #5 @ 32.000" O.C.-Wind uplift check TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -17.5 15 0.250" to 58' 11.250" Replaces TC Given 5 PSF net uplift LOAD GROUP #6 @ 32.000" O.C.-Type Al Loads under High roof Area (No Mech) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT 2' 4.750" Adds to BC, at pin(s) High Roof Lds Point(plf) R(1.25) 225 169 Point(plo R(1.25) 0 140 2'4.750" Adds to BC, at pin(s) Wall Lds Uniform(psf) R(1.25) 0 15 2'0.000" to 24'6.000" Replaces TC Lds under. High Rf area Point(plf) R(1.25) 0 140 24' 3.250" Adds to TC, at pin(s) Wall Lds Point(plf) R(1.25) 225 169 24'3.250" Adds to TC, at pin(s) High Roof Lds 1 . Copyright © 2004 by Trus Joist TJS " and TJ-OpenWeb'" are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJO and Trus Joisto are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. - Project: Washington Park Pad 4 Type: A. 4A\Ckverhaeuser Busuiess TJ-OpenWeb` v4.31.0 5/17/2005 11:07:27 AM PAGE 2 LOAD GROUP #7 @ 16.000" O.C.-Type AD Loadings (Sgl of Double 16" trib area) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 75 57 2'4.750" Adds to BC, at pin(s) High Roof trib Lds Point(lbs) R(1.25) 0 112 2'4.750" Adds to BC, at pin(s) Wall trib Lds Uniform(plf) R(1.25) 14 25 2'0.000" to 24' 6.000" Replaces TC Lds under High Rf wall Point(lbs) R(1.25) 0 112 24' 3.250" Adds to TC, at pin(s) Wall trib Lds Point(lbs) R(1.25) 75 57 24'3.250" Adds to TC, at pin(s) High Roof trib Lds Uniform(plf) R(1.25) 7 5 2'0.000" to 24'6.000" Adds to TC High Rf trib Ids Uniform(plf) R(1.25) 0 84 2' 0.000" to 24'6.000", Adds to TC Wall trib Ids (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100% (Design / Allowable) jp �i9►� Truss design,.includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 4030 R (1.25) -668 W (1.33) 3486 R (1.25) -668 W (1.33) .Live Load (Ibs) 1569 -1375 1571 -1375 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 3.026" (U230) Deflection (Live Load) Span: 1.364" (U511) Center Span Camber: 1.534", Recommended ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values.. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: NES Report No. NER-148, ICC ES Report No. PFC-4354, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 121.3 plf OPERATOR INFORMATION Lew Nacorda Tel. # 949-885-5926 Fax #;949-885-5959 Copyright © 2004 by Trus Joist TJS'° and TJ-OpenWeb"" are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJO and Trus Joist@ are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. Project: Washington Park Pad 4 Type: Al � y. {/A�CEtxrh,eucere,uiness Location: La Quinta, CA Qty., 1 TJ-Openweb-v4.31.0 Release: R1 Project Number: 05003672 5/17/2005 11:08:15 AM PAGE 1 Rel. Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span 58' 11.500" 2 It 0.25" 0.25" 42.000" TJSTM OPEN WEB TRUSS Parallel Profile�� 5.50" f — 5.50" Top Chord Slope =.25/12 - 2.00" 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Type A Loads with Mech Units TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 42'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 48'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #2 @ 32.000" O.C.-Load Group 1 Ld Ck meth @ 1/3 span TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 16'8.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 22'8.000" Adds to . TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #3 @ 32.000" O.C.-Load Group 1 Ld Ck meth @ 1/2 spanDEFAULT 3 TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 26'6.000" . Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 32'6.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #4 @ 32.000" O.C.-Load Check with Drafstop (No Mech) NA TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(plo R(1.25) 0 25 0.250" to 58' 11.250" Adds to TC Draftstop Ids (NA) LOAD GROUP #5 @ 32.000" O.C.-Wind uplift check TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(pso W(1.33) -17.5 15 0.250" to 58' 11.250" Replaces TC Given 5 PSF net uplift LOAD GROUP #6 @ 32.000" O.C.-Type Al Loads under High roof Area (No Mech) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 225 169 2'4.625" Adds to BC @ inv brg clip High Roof Lds Point(plf) R(1.25) 0 140 2"4.625" Adds to BC @ inv brg clip Wall Lds Uniform(psf) R(1.25) 0 15 2'0.000" to 24'6.000" Replaces TC Lds under High Rf area Point(plf) R(1.25) 0 140 24'8.701" Adds to. TC @ inv brg clip Wall Lds Point(plf) R(1.25) 225 169 24'8.701" Adds to TC @ inv brg clip High Roof Lds f Copyright © 2004 by Trus Joist TJS'" and TJ-OpenWeb r4 are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho; USA. TJ@ and Trus Joist@ are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 0*621 �� Project:. Washington Park Pad 4 Type: All . �A \rL-yerhuttscr Buvnass TJ-OpenWebr" v4.31.0 5/17/2005.11:08:15 AM PAGE 2 LOAD GROUP #7 @ 16.000" O.C.-Type AD Loadings (Sgl of Double 16" trib area) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 75 57 2'4.750" Adds to BC, at pin(s) High Roof trib Lds Point(lbs) R(1.25) 0 112 2'4.750" Adds to BC, at pin(s) Wall trib Lds Uniform(plf) R(1.25) 14 25 2'0.000" to 24'6.000" Replaces TC Lds under High Rf wall Point(lbs) R(1.25) 0 112 24'3.250" Adds to TC, at pin(s) Wall trib Lds Point(lbs) R(1.25) 75 57 24'3.250" Adds to TC, at pin(s) High Roof trib Lds Uniform(plf) R(1.25) 7 5 2'0.000" to 24'6.000" Adds to TC High Rf trib Ids Uniform(plf) R(1.25) 0 84 2' 0.000" to 24'6.000" Adds to TC Wall trib Ids (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 4019 R (1.25) -668 W (1.33) 3486 R (1.25) -668 W (1.33) Live Load (Ibs) 1565 -1375 1571 -1375 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 3.026" (U230) Deflection (Live Load) Span: 1.364" (U511) Center Span Camber: 1.534", Matched to A ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: NES Report No. NER-148, ICC ES Report No. PFC-4354, LAC RR 22614,.and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 121.3 plf OPERATOR INFORMATION Lew Nacorda Tel. # 949-885-5926 Fax # 949-885-5959 Copyright O 2004 by Trus Joist TJS °" and TJ-OpenWeb" are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJO and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. �►� Project: Washington Park Pad 4 Type: AD • �A\CEverhacuser B�� Location: La Quinta, CA Qty: 2 TJ-OpenwebT" v4.31.0 Release: R1 Project Number: 05003672 5/17/2005 11:27:01 AM PAGE 1 Rel. Desc.: Roof Trusses f THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED e Reference Span = 58' 11.500" 2 0.25.. 0.25. 42.000" TJSTM OPEN WEB TRUSS Parallel Profile t 5.50- 5.50" Top Chord Slope =.25/12 }{ 2.00^ .2.00^ All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. - Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Type A Loads with Mech Units TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 42'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 48'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #2 @ 32.000" O.C.-Load Group 1 Ld Ck meth @ 113 span TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 16'8.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) - R(1.25) 0 200 22'8.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #3 @ 32.000" O.C.-Load Group 1 Ld Ck meth @ 1/2 spanDEFAULT 3 TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 d 200 26'6.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 32'6.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #4 @ 32.000" O.C.-Load Check with Drafstop (No Mech) NA TYPE CLASS LIVE DEAD LOCATION (1). APPL APPLIED TO COMMENT Uniform(plf) . R(1.25) 0 25 0.250" to 58' 11.250" Adds to . TC Draftstop Ids (NA) LOAD GROUP #5 @ 32.000" O.C.-Wind uplift check TYPE CLASS LIVE DEADr LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -17.5 15 0.250" to 58' 11.250" Replaces TC Given 5 PSF net uplift LOAD GROUP #6 @ 32.000" O.C.-Type Al Loads under -High roof Area (No Mech) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 225 169 2'4.625" Adds to BC @ inv brg clip High Roof Lds Poirit(plf) R(1.25) 0 140 2'4.625" Adds to BC @ inv brg clip Wall Lds Uniform(psf) R(1.25) 0 15 2'0.000" to 24'6.000" Replaces TC Lds under High Rf area Point(plf) R(1.25) 0 140 24'8.701" Adds to TC @ inv brg clip Wall Lds Point(plf) R(1.25) 225 169 24'8.701" Adds to TC @ inv brg clip High Roof Lds Copyright © 2004 by Trus Joist TJS'" and TJ-OpenWeb" are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ@ and Trus Joist@ are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise. Idaho. USA.5 Project: Washington Park Pad 4 Type: AD �A\C¢ve"rh�an�iser B ulna TJ-OpenWeb- v4.31.0 5/17/2005 11:27:01 AM PAGE 2 LOAD GROUP #7 @ 16.000" O.C.-Type AD Loadings (Sgl of Double 16" trib area) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 75 57 2'4.750'* Adds to BC, at pin(s) High Roof trib Lds Point(lbs) R(1.25) 0 112 2'4.750" Adds to BC, at pin(s) Wall-trib Lds Uniform(plf) R(1.25) 14 25 2'0.000" to 24'6.000" Replaces TC Lds under High Rf wall Point(lbs) R(1.25) 0 112 24'3.250" Adds to TC, at pin(s) Wall trib Lds Point(lbs) R(1.25) 75 57 24'3.250" Adds to TC, at pin(s) High Roof trib Lds Uniform(plo R(1.25) 7 5 * 2' 0.000" to 24'6.000" Adds to TC High Rf trib Ids Uniform(plo R(1.25) 0 84 2'0.000" to 24'6.000" Adds to TC Wall trib Ids (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100% (Design / Allowable) !,0// Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 4019 R (1.25) -668 W (1.33) 3486 R (1.25) -668 W (1.33) Live Load (Ibs) 1565 -1375 1571 -1375 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 3.026" (U230) Deflection (Live Load) Span: 1.364" (L/51 1) Center Span Camber: 1.534", Matched to A ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: NES Report No. NER-148, ICC ES Report No. PFC-4354, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 121.3 plf OPERATOR INFORMATION Lew Nacorda Tel. # 949-885-5926 Fax # 949-885-5959 Copyright © 2004 by Trus Joist TJS "" and TJ-OpenWebT' are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJO and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. t r Project: Washington Park Pad 4:Type: A2 Location: La Quinta, CA Qty: -7 Release: R1 Project Number: 05003672 TJ-OpenWebT" v4.31.0 5/17/2005 11:39:05 AM PAGE 1 Rel. Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED rs5 Reference Span = 56' 11.500" 0.25" 0.25,. 42.000" TJS rm OPEN WEB TRUSS Parallel Profile 5.50" 5.50" A Top Chord Slope = .25/12 }{ 2.00" 2.00" tt All dimensions are horizontal Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Type A Loads with Mech Units (NA) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 40'0.000" Adds to TC; on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 46'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #2 @ 32.000" O.C.-Load Group 1 Ld Ck mech @ 1/3 span TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 14'8.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 20'8.000" ' Adds to TC, on chord(s) 1200# max 13 Trusses min LOAD GROUP #3 @ 32.000" O.C.-Load Group 1 Ld Ck mech @ 1/2 spanDEFAULT 3 TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 24'6.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 30'6.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min LOAD GROUP #4 @ 32.000" O.C.-Load Check with Drafstop (No Mech) NA TYPE CLASS LIVE DEAD LOCATION (1), APPL APPLIED TO COMMENT Uniform(plf) R(1.25) 0 25 0.250" to 56' 11.250" Adds to TC Draftstop Ids (NA) LOAD GROUP #5 @ 32.000" O.C.-Wind uplift check TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -17.5. 15 0.250" to 56' 11.250" Replaces TC Given 5 PSF net uplift LOAD GROUP #6 @ 32.000" O.C.-Type A2 -Loads under High roof Area TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT, Uniform(psf) R(1.25) 0 15 0.250" to 22'6.000" Replaces TC Lds under High Rf area Point(plf) R(1.25) 0 140 22'8.700" Adds to TC @ inv brg clip Wall Lds Point(plf) R(1.25) 225 169 '22' 8.700" Adds to TC @ inv brg clip High Roof Lds Point(lbs) R(1.25) 0 200 40'0.000" Adds to TC, on chord(s) 1200# max / 3 Trusses min Point(lbs) R(1.25) 0 200 46'0.000" Adds to TC, on chord(s) 1200# max 13 Trusses min (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: ` Truss Member's Critical Design Component Value: 99.8% (Design / Allowable) o/I Truss design includes consideration for partial span application live load. Copyright @ 2004 by Trus Joist TJS T" and TJ-OpenWebTm are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ@ and Trus Joist@ are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. "' • IF447A� Project: Washington Park Pad 4 Type: A2 TJ-OpenWeb" v4.31.0 5/17/2005 11:39:05 AM PAGE 2 REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 3367 R.(1.25) -645 W (1.33) 3368 R (1.25) -645 W (1.33) Live Load (Ibs) 1518 -1328 1518 -1328 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.709" (U248) Deflection (Live Load) Span: 1.190" (U565) Center Span Camber: 1.430", Matched to A ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: NES Report No. NER-148, ICC ES Report No. PFC-4354, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis.' -Pricing Load = 118.3 plf OPERATOR INFORMATION Lew Nacorda Tel. # 949-885-5926 Fax # 949-885-5959 ,t Copyright © 2004 by Trus Joist TJS" and TJ-OpenWeb!" are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ© and Trus Joist© are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. John R. Hawkins Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning 4. Beaumont Calimesa 4. Canyon Lake Coachella Desert Hot Springs 4. Indian Wells :- Indio 4. Lake Elsinore 4. La Quinta 4. Moreno valley 4. Palm Desert Perris Rancho Mirage 4. Rubidoux CSD 4. San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jeff Stone, District 3 John Benoit, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY. FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 77-933 Las Montanas Rd STE 201 • Palm Desert, CA 92211 . (760) 863-8886 Fax (760) 863-7072 October 4, 2010 RE: TENANT IMPROVEMENT PLAN CHECK LAQ-I0-TI-036 Juliett's Bakery 46-480 Washington St. #1 La-Quinta, CA You have been issued a release for a tenant improvement on an existing building. THIS IS NOT AN OCCUPANCY PERMIT. It is prohibited to use/process or store any materials in this occupancy that would classify it as an "H" occupancy per Sec. 307 of the 20007 CBC. THE FOLLOWING CONDITIONS MUST BE MET PRIOR TO INSPECTION: Install door hardware and exit signs as per Chapter 10 of the 2007 CBC. A minimum 2AIOBC Fire Extinguisher, (State Fire Marshal Approved) must be mounted in a visible location within 75' walking distance from any point in your building or suite. Fire extinguishers can be installed by a licensed extinguisher company with a State Fire Marshal service tag attached to the extinguisher, or purchased from a retail store with a sales receipt attached. A licensed fire extinguisher company must service extinguisher.yearly.. _ NOTE: Page FS -1 Equipment Schedule "Red -lined" Type 1 hood required due to equipment scheduled under the hood. All breakers must be labeled and a clearance of 36 inches must be maintained around the panel at all times. A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit door. The sign shall be in letters not less than one inch high on a contrasting background: Provide key(s) to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. Key(s) shall be provided at time of final inspection. As may be necessary to maintain proper fire sprinkler protection due to constructions changes, fire sprinkler system plans for the tenant improvement area may be required to be submitted to the Fire Department for review. An approved audible interior notification alarm device shall be provided in approved t locations. A C-10 licensed contractor must submit plans, designed in accordance with NFPA 72 to the'Fire Department for review and approval prior to installation. Approved suite address shall.be placed in such a position to be plainly visible and legible from the street. Said numbers shall contrast with their background. Hood/Duct suppression system plans shall be submitted for above referenced project. The hood/duct system must be monitored by the fire. alarm system if building is currently monitored. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. A re -inspection fee will be required if more than one (1) inspection is necessary. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. _ All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863-8886. Sincerely, s By: Jason Stubble .< Fire Safety Specialist \ RIVERSIDE'COUNTY:COMMUNITY HEALTH AGENCY' ; DEPARTMENT -OF' ENVIRONMENTAL HEALTH FOOD ESTABLISHMENT PLAN APPROVAL NOTICE SR# r Date 8/26/10 Project Name Juliette Is Bakery --Address 46-480 Washington St. Suite #1 La Quinta r Plans Submitted by Tod Davidson - 864-9448 760-864-9448 Owner Address ` Phone The plans are now approved subject to the'conditions listed below and -the attached compliance sheet. 1. Provide a certified air balance report for the exhaust and make up air.,,The exhaust and make up air must be on the same -operating switch. :arC 2. Provide'a grease interceptor letter from the sewer agency. r 3. The cove base tile at storage, food prep, and restroom areas must be 3/8: radius.I'I A 2 4l f 1t L 1 4. Provide an additional 3 feet of linear storage shelving. ✓ 5. Sneeze guards will be evaluated on site. ,/6. Provide, a 50 gallon minimum size hot watei heater.with 42,000btu(gas) or 10kw (electric). urf Q r -CONSTRUCTION INSPECTIONS: Contact the Plan Checker for a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed. Request for inspection should be made at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to,operate . N. shall not be granted, or remodeled areas approved to operate, until the facility has passed the FINAL INSPECTION, arrd;,t "APPLICATION TO OPERATE" has been completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working days in advance. PLANS CHECKED BY Tracey Ford, EHS III Phone (760) 863-8287 I acknowledge the corrections noted herein and as indicated on the plans_ aidr'agree to incorporate them during construction: r Signature. - Date Company Name f DEH -SAN -178 (Rev 2/06) `,, V• , Corona Hemet • Indio ' Murrieta:Palm Springs Riverside 2275 S. Main St 800 S. Sanderson `'47-950 Arabia St 38740 Sky Canyon .554'S. Paseo Dorotea 4065. County Suite 204 (951) 766-2824 "A" Dr (760) 320-1048 Cir (951)27 ' 3-9140 Fax(951)766- (760) 863-8287 (951) 461-0284 Fax (760) 320-1470 (951) 358-5172. Fax (951) 20-8319 7874 , Fax (760) 863- Fax (951) 461-0245 Fax(951)358- 83 03' ax(951)358- 8303' 5017 Department Web Site'= www.rivcoeh.org r r, 13EVELOPEFZS INC_ 121 South Palm Canyon Drive, Suite 208 Palm Springs, Ca 92262 (760) 864-9448 Fax (760) 864-9438 a , License No: # 864711 November 7, 2010 City of La Quinta Bwilding& Safety 78-495 Calle Tampico - - La Quinta, Ca 92253 RE: Juliette's Bakery 46-480 Washington Street, Suite #1 La Quinta, CA Application No. 10-00000846 Attn: Gilbert Ramirez ' Effective immediately Mirage Developers, Inc. requests to be removed as applicant from City of La Quinta Building and Safety associated with Juliette's Bakery in La Quinta California. Plans are sole property of Mirage Developers Inc., Designer's and Chris Sahline Architects, any reproduction or use of plans -without express written approval is restricted by Law. , Sincerely, Mirage Developers, Inc. Tod Davidson, President - c , oz iol- /faire L_ J �-�-�')Y6 Z/9-0 - �I,o-o - c>9-135