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MUP 2004-514f { Q P.O. Box 1504 78-495 CALLS TAMPICO LA QUI NTA;. CALIFORNIA 92253 September 7, 2004 Mrs. Elizabeth Benton 78-541 Deacon Drive La Quinta, Ca 92253 SUBJECT: MINOR USE PERMIT 2004-514 (GUEST HOUSE) Dear Mrs. Benton: (760) 777-7000 FAX (760) 777-7101 The Community Development Department has reviewed your request to establish a guest house on Lot 45 of Tract 28867 (Tradition) and has approved your request subject to the following conditions: 1. Only one guesthouse may be established per lot, in addition to the primary residence. 2. The guesthouse shall be architecturally compatible with the main residence on the property. 3. The height of the guesthouse shall not .exceed seventeen feet in height and not be more than one story. 4. The floor area of the guesthouse shall not. exceed thirty percent of the existing living area of the primary residence and not result in violation of the lot coverage maximum. 5. There shall be no kitchen or cooking facilities within the guesthouse. 6. The guest house shall be used only by the occupants of the main residence, their non-paying guests, or domestic employees. 7. The guesthouse shall be hooked up to the existing 'sewage disposal system for the property. 8. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. Mrs. Benton Page 2 This. decision may be. appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 with this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7068. Sincerely, OSCAR ORCI INTERIM COMMUNITY DEVELOPMENT DIRECTOR MARTIN MAGANA Associate Planner .-C: Building & Safety Department \\CLQADMFS1\PLANNING\Martin\MUP's\MUP 04-514 Benton.doc Jul 05 05 01:36p i ., i GENERAL AIR INSTALLATION CERTIFICATE ,760-343-7494 p.2 CF -6R 52- SCS - CG4 7- 6 VE - :�aT z/5 -Z64j) TaA1S Site AddressZA QUJN—M CAI Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) Aflcr completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b).' HVAC SYSTEMS: Henting Equipment. Equip. p of Efficiency Duct Duct or Heating Heating Type (pkg. CEC Certified Mfr Name Identical (AFUE, etc.)' Location Piping . Load Capacity. h-1 -1 —A Medal Nun,lv,r cz—t— rN'P_1 R —1-1 f.nir Mr l 17-1— !R1„n,.1 111-A-% Cooling Equipment Equip, CEC Certified Compressor N of Efficiency Duct I Cooling Cooling Type (pkg. Unit Mfr Name and Identical (SEER, etc.)' ' Location Duct Load Capacity h4t 1440) h1c hLabb - IR ya ai -v lu tu. r r 1 3d -i- �7lLG ! G 3y oorj 3000 ' L 1. _> reads greater than or equal to. 1, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed' 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CFAR) submitted for compliance with the Energy Efficiency Stand or sidential buildings, and 3). equipment that meets or exceeds the appropriate requirements for manufa red es (from the Appliance Efficiency Regulations or Piart 6)),, where applicable. �-- Q S t� NEQr4� /lid. SiSfiature, rpife Installing Subcontractor (Co- Name) OR General Contractor (Co. Name) OR Owner WATER BEATING SY91'RMS: Distribution IrRecir- Nor Rated' Tank Efli- External Heater CEC Certified Mfr Type (Std, culation, • , Identical Input (kW Volume cicney Standby' Insulolion •Type Name &Model Number Point-of-Usc) Control Type Systems orBtr/Itr) (gallons) (EF. RE) Loss (%). R -valuer 2 For small gas storage (rated input of less that or equal to 75,000 Dtwhr), electric resistance ari.d heat pump water heaters, list Energy Factor. For large gas storage grater healers (rated input of greater Qlan 75,900 Hn Alr), list Recovery E i tciency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Recovery Efficiency and Rated Input 3. R-12 external insulation is mandatory for storage water heaters with an energy factor or less than 0.55. Faucets & Shower Heads: n All faucets and showerlicads installed are certified to the Commission,p ursu Int to Title 24, Part 6, Section I 11. I, the undersigned, verify that equipment listed above my signature is: 1) the actual equipment installed; 2) equivalent to or more efficient than that specified in the certificate of compliance (Forret CF -IR) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing S General Cc COPY TO: Building Department HERS Provider(ifopplicable) Building Owncr at Occupancy L ector (Co. Name) OR (Co. Name) OR Owner JUN -172005 10:14 AM .d 0 I P.02 TION AND DIAGNOSTIC TESTING .' Datef�d/o � Builder Name Plan Number Sample Group Number Tying $Ignatj:ii7 Sample House Number Firm: HERS Provider: Street Address; 7���D t3r4� �n yl Civc /e. City/State/zlp: a 4�J�nT C� 92.E 3 Copies to: Builder, HERS Provider HERS RATERC MPLIANCIE STATEMENT The house was: tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form corn I with the diagnostic tested compliance requirements as checked on this form, corn system is fully ducted (i.e., does not use building cavities as plenums or platform returns in Ileu of ducts) Where cloth backed, rubber adhesive duct tape Is installed, mastic and drawbands are used In combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. AMINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Duct Pressurization Test Results (CFM @ 25 Pa) Test Leakage Flow in CFM If fan flow is calculated as 400cfm/ton x number of tons enter calculated value here / If fan flow Is measured enter measured value here Leakage Percentage (100x Test Leakage/Fan Flow) ,= Check Box for Pass or Fall (Pass-6%'or less) Measured values 14'/ Y3 ? 7 Il le Ilt 4V jc-- ❑ Pass . Fail THERMOSTATIC EXPANSION VALVE (TXV) or Commission approved equivalent- A'Yes . ❑ No Thermostatic Expansion Valve (or Commission approved equivalent) is installed and Access Is provided for inspection ❑ Yes Is a pass Pass Fall ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 1. ❑ Yes ❑ No RCCA Manual D Design requirements have been met (rater has verified that actual installation matches values in CF -1 R and design on plan. 2. ❑ Yes ❑ No TXV Is Installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1 R. Measured Fen Flow = ❑ ❑ Yes for both 1 and 2 is a Pass Pass Fail 03/16/2005 12:35 7603605719 YOUNG ENGINEERING SE PAGE 02 YOUNG ENGINEERING SERVICES 77804 Wildcat Dr., Palm Dc=i, Ca, 92211 (760)MO-5770 (760) 360.5719 March 16, 2005 Tom Hartung Building Official City of La Ouinta Re: Benton Peve1avmentAQb= Coadafluinta.CA 22233 Dear Tom., In reference to the above mentioned project the 4x6 header (framed 5.5" deep) is adequate to span 26" over the electrical panel in the garage side wall. The as -built framed condition of the 06 header support consisting of a 2x6 trimmer 4'-6" long at each end scabbed along side a full height 2x6 stud with 20-16d nails is acceptable to support the header. If you have any questions please call. Sincerely, ffy effrey B. Young S.B. igY &3'06" �Z' P. 404.4 Dr.. Pulm Dmi% February 14, 2005 O Tom Hartung Building Official City of La Quinta Re; Denton Development, 52'-8116 Clarot Cove. La A Dear Tom, We have performed structural observation with regards to 1 and find it to be in general conformance with the approved following Items; 1, Need to provide, blocking and strapping around wii walls 11 and 12. This framing condition is located 2. Need to provide blocking and strapping around eke 27. This framing condition is located at guest bedre 3. Shear walls 05, 41 and 46 were missing hold down with 7" minimum embedment into continuous foot HD2A hold down at this location. 4. Need to sheath exterior wall of tower entry and ext 5. Need to provide 3 - SMTC connectors for shear wa SMl (Based on Panel width (24'1 and number of S 6. Need to provide 5 - SMTC connectors for shear wa on Panel width (36") and number of SMTC connec 7. Need to provide 4 . SMTC connectors for shear wa on Panel width (32'5 and number of SMTC connec This structural observation does not relieve the City in any, Inspections nor is it in lieu of any code required special insl performed should not be construed as a detailed structural i general conformance as per CDC 1702,220. If you have any questions please call. Sincerely, Jeffrey . Young S.P. ze 29vd 3S 9NIN33NI3N3 9NnOA framing for the above referenced project uctural plans with the exception of the w opening as per detail 6/S1,3 at shear aundry. cal box as per detail 6/S1.3 at shear wall Need to epoxy 5/8" diameter all thread as per Simpson structural set. Provide it r adjacent wall as per -shear wall Type 'A'. !8, 29, 30, 31, and 1 as per detail 5 on connectors required). 12 and 33 as per detail 5 on SMI (Based required). and #10 as per detail 5 on SMI (Based required). from performing their standard structural ons. The structural observation ction but as a structural observation for 6IL909E09L 99:92 900L/9L/Z0 INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211�=T=11 Phone: 760-345-5554 - Fax: 760-772-3895 N6Z' 90 INSPECTIONS EPDXY INSPECTION REPORT Date Project Name: C r�. Project No: Srrw Project Addr s: ity Title 24 Other: Client: Sub -Contractor: O 4 e� General Contractor: as\o o Architect: Structural Engineer: 17S. , Epoxy Type: Epoxy Shelf Life:{fir, Hole Cleaning Method(s): ® Anchor Bolts ❑ Rebar e --t t S m o So Jkro n o 1 Z� / �2�o(� o (� ` i WQ r Weathgr,: 'Mos C - e u Unresolved I s: ®\None E] See Below Description of Work Inspected:, p �� •°�� Q'� Co�<�O �4 �3 oc - Ckat 9 g „ O wr P1R 1 o c .. 05 �2 i �r Al C O O- � .`}� r o L o wQ% Work complies with written approval from Structural Engineer and ICBO Evaluation Report # 1 hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack • . Millin ICC CeM ton o:0842216-49 , Contractor's Representative: Copy 1 JCM Inspection Copy 2 Project Superintendent Copy 3 Governing Agency Page A of —t— i t - TANDY'S �. INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPECTION PERFORMED DESCRIPTION OF WORK INSPECTED SOW DATE o ', PHYSICAL ADDRESS PERMIT NUMBER IOB NAME TYPE F STRUCTURE ARCHITECT- ENGINEER GENERAL CONTRACTOR S "I-0 CONTRACTOR -r-kLVA S PSS , I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: INSPECTORS SIGNATURE I PECTORS CERT -CATION AGENCY AND NUMBER DESCRIPTION OF WORK INSPECTED SOW e3ta �7tA` C-I�Xvi+s FSAMA 'Ts d�uwlau IR, 'Mt aPlL t-Zr--6 e N o Sug-x� i mr- .. Q o k)L*#.Is ow i&r=qz , WELDING INFORMATION PROCESS W0 V3 WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER UA X -E A Q• $( c . 77 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: INSPECTORS SIGNATURE I PECTORS CERT -CATION AGENCY AND NUMBER SAMPLE INFORMATION SUPPLIER TICKET NUMBER MIX NUMBER SAMPLED AIR TEMP S EIMPE SLUMP TIME IN MIXER LocAnON WELDING INFORMATION PROCESS W0 V3 WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER UA X -E A Q• $( c . 77 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: INSPECTORS SIGNATURE I PECTORS CERT -CATION AGENCY AND NUMBER TANDY'S INSPECTION SERVICES, INC. PO BOX 13766 - PALM DESERT, CA 92255-3766 OFFICE / FAX - 909.769.9717 PAGER 760.776.3339 SPECIAL INSPECTORS REPORT OF SHOP FABRICATION DESCRIPTION OF WORK INSPECTED 10/20 & 10/21 OBSERVED SHOP WELDING OF COLUMNS AND BEAMS. SEE STRUCTURAL STEEL SHOP WELDING FABRICATION REPORT ON BACK SIDE OF THIS REPORT. CORRECTIONS AND/OR NOTES NONE WELDING INFORMATION PROCESS & ELECTRODE I SMAW - E7018 GMAW - E71T-9 WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER 'MZo -"uo Crr� �-s 93EepWr;�rog�ogs AvZRA!(~ RfZEL11`06-A -- 0Ot4 ( e, 13j/€jQc'v -VNC 'F& 31 6 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORD UNLESS INSPECTORS SIGNATURE OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS 8 APPLICABLE BUILDING LAWS. ICC 1111326 - INSPECTORS 111326 -INSPECTORS CERTIFICATION AGENCY AND NUMBER TYPE OF INSPECTION PERFORMED SHOP WELDING DATE THURSDAY, OCTOBER 21, 2004 PHYSICALADDRESS 52-806 CLARET COVE - LA QUINTA PERMIT NUMBER JOB NAME BENTON DEVELOPMENT @) THE TRADITIONS TYPE OF STRUCTURE SFD ARCHITECT ENGINEER GENERAL CONTRACTOR EASTON SUB CONTRACTOR PALM SPRINGS WELDING DESCRIPTION OF WORK INSPECTED 10/20 & 10/21 OBSERVED SHOP WELDING OF COLUMNS AND BEAMS. SEE STRUCTURAL STEEL SHOP WELDING FABRICATION REPORT ON BACK SIDE OF THIS REPORT. CORRECTIONS AND/OR NOTES NONE WELDING INFORMATION PROCESS & ELECTRODE I SMAW - E7018 GMAW - E71T-9 WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER 'MZo -"uo Crr� �-s 93EepWr;�rog�ogs AvZRA!(~ RfZEL11`06-A -- 0Ot4 ( e, 13j/€jQc'v -VNC 'F& 31 6 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORD UNLESS INSPECTORS SIGNATURE OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS 8 APPLICABLE BUILDING LAWS. ICC 1111326 - INSPECTORS 111326 -INSPECTORS CERTIFICATION AGENCY AND NUMBER STRUCTURAL STEEL SHOP WELDING FABRICATION REPORT Fabricated at: PALM SPRINGS WELDING Start Date: Finish Date: Physical Address: 52-806 CLARET COVE- LA QUINTA Job Name: BENTON DEVELOPMENT @ THE TRADITIONS Contractor: EASTON Engineer: 0 Architect: 0 PIECE NUMBER ..�-- QTY -- SIZE ----- --�--� SHAPE ASTM # SINGLE I CJP PASS WELDING - -- --.'----7;S — COLUMNS NDT DATE REMARKS .—..— .—..--------------- l A 4 5x5x 1 /2 Q A5O0 GR B 1 B 2 5x5x 1 /2 ❑ A5O0 GR B 1 C 2 5x5x1/2 ❑ A5O0 GR B ©� 1 D 2 5x5x 1 /2 ❑ A5O0 GR B BEAMS 2A 1 Bx4x 1 /2 ❑ A5O0 GR B ROLLED BEAM STUDS ONLY 2B 1 8x4x1/2 ❑ A5O0 GR B 0 ROLLED BEAM STUDS ONLY 2C 1 8x4x1/2 ❑ A5O0 GR B 0 ROLLED BEAM STUDS ONLY 2D 1 Bx4x1/2 ❑ A5O0 GR B D ROLLED BEAM STUDS ONLY 2F 1 8x4x1/2 ❑ A5O0 GR B ROLLED BEAM STUDS ONLY 3A 1 1 Ox4x 1 /4 ❑ A5O0 GR B Q All material conforms to the approved Fabricators Shop Drawings OK in SINGLE PASS or CJP WELDING columns represents acceptable welding and no corrective work required NDT DATES is date Non -Destructive Testing ( Ultrasonic or Magnetic Particle) was performed