Loading...
06-0496City of La Quinta Building a Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 a. Building Permit Application and Tracking Sheet Project Address: 5 00(=1 Owner's Name: A. P. Number: Address: 9 b 0016 Legal Description: yy City, ST, Zip: 11-1 iel- C/+ 91;t 5 .3 Contractor: 0 1 U L t Telephone: Address: , O J{ ( Cf 7 ' Project Description: City, ST, Zip: Lot, r , k 9,;? ` �' r Telephone: 5 7 �( — © V `j b State Lic. # : 7 7 G CD City Lic. #: Arch., Engr., Designer: 0 YJ 2r� Pf i i vrD r r Address: Ll f 6 5 C e r, j r City, ST, Zip: ,r,rL 5 Telephone. 3 f-/ Construction Type: Occupancy: State Lic. #: Project type(circle one): New Add'n Alter Repair Demo Name of Contact Person: )`--' r-ict r-t4 t° r , Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACEING PERMIT FEES Plan Sets Plan Check submitted ��.�r'j� Item Amount Structural Calcs. Reviewed, ready for,corrections Plan Check Deposit Truss Coles. Called Contact Person Plan Check Balance Energy Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for correctionsrissue Electrical Subcoutactor List Called Contact Person' Plumbing Grant Deed Plans picked up { S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- "" Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.LP,P, Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees j 12 12.81 b(o --=:P C.J OC A KV /Ai Hou.SE I TITLE 24 REPORT I 5rixr(COAQ Title 24 Report for: Mr. & Mrs Richard Walls Casita 56-006 Baltusrol La Quinta, CA 92253 CITY OF LA QUINTA BUILDING & SAFETY DEPT. Project Designer: APPROVED FOR CONST , UCTION Robert A. Pitchford, Design &I Dry 41-625 Eclectic, #A- DA Palm Desert, CA 92260 760-346-2856 Report Prepared By: Dave Bricker Pao 6610 14 l07 Energy Driven Solutions f5 pblCT-o 2 48-755 Stillwater Street Indio, CA 92201 N�- ,'P(ol > (760) 774-3676 �'� 0435 1,v Job Number: 12272006 Date: 12/27/2006 �E�(( [O LCr DEC 2 g Zoos l� l sy t� The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number: 12272006 User Number: 6168 Certificate Of Compliance: Residential (Part 1 of 4) CF-1 R -Mr- & Mrs Rir•.}ad Walls C:asit Project Title Rate -55=006 Raltlil. LaLa C3liinta Project Address Building Permit # -Ener-qy ❑ripen Solutions (76-3676 Docum Cation Author 0� 774Telephone Plan Check/Date F.ne myRip 15 Complig cece Mew Climate Zone Field Cher -Mate TDV Standard Proposed (kBtWsf-yr) _ Design Design Space Heating 2.66 2.12 Space Cooling 91.27 86.24 Fans 12.94 12.22 Domestic Hot Water 21.59 20.60 Pumps 0.00_ 0.00 Totals 128.45 121.19 Percent better than Standard: Rim-nINn r ompi IFR - wrpi Building Type: [j] Single Family ❑ Addition ❑ Multi Family ❑ Existing + Add/Alt Building Front Orientation: (SW) 225 deg Fuel Type: Natural Gas Fenestration: Area: 212 ft2 Avg. U: Ratio: 26.8% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name Floor Area H\/AC Split System 789 0.35 0.27 Compliance Margin 0.53 5.03 0.72 0.99 _ 0.00 7.26 5.7% VERIFICATION RE Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: # of Volume Units Zone Type 7 RA 1 no Conditioned OPAQUE SURFACES Insulation Act. Type Frame Area U-Fac. Cay. Cont. Azm. Tilt Rnnf Wnnd 789 n 09-5 R-38 R-n n 225 29 Wall Wnnd 115 n_os9 _ g_21 R_0 p 225 An Wall Wood 7n n 069 _R_21 R-0 0 315 _ 90 Wall Wnnd 379 n 069 R_91 R-n n --- 2.25- .9 Wall Wnnd 76 n_069 R-21 R_0 0 815 c)n Wall Wnnd 998 n_o69 R-21. R-0.0 45 . go Wall Wond 15 n 069 R_91 R-n n 135 . go Wall Wnnd 159 n 069 R_91 R-n o �5_ go Wall Wnnd 115 _ Q Q5q _g_21 R_0 n n_ 9n Wall Wnnd 95 n_069 g_21 R_0.0 135 _ 90 Wall Wnnd 35 n 069 R_91 R-n n �_ qn Wall— Wnod 97 n 069 R-91 R_n n ---i35 Ala B Thermostat Tvoe 789 ft2 n/a ft2 0 ft2 789 ft2 10.0 ft 1.00 1 Vent Hgt. Area n/a Gains Condition Y / N Status JA IV Reference Location / Comments New 01-A1$ Whole HniiSP Alew Q9-A6 m IVew 09-A6 WhniP Hniica 3 FIT ArM IL I EneWPro 4.3 by Energy5oft User Number: 6168 Job Number: 12272006 Paoe:3 of 9 Certificate of Compliance: Residential (Part 2 of 4) CF-1 R Mr. & Mrs Richard Walls Casita 12/27/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factor' SHGC2 Azm. Tilt Stat. Glazing Type Comments -L- Window Frnnt (SW) 15 n 011 NFR(' n 97 NFgr 99-5 -Ap_Naw ,E Vinyl �7A,j43 Hnfira 2 Window Front S 10.0 0.330 NFRC 027 NFRC 225 90 New Certai_nteed Low-E Vinyl Whole House 5 Window SW 24.0 0.330 NFRC 027 NFRC 225 90 ew Cer#e]nteed Low-E Virlyl Whole House 4 Window Front SW 10.0 0.330 NFRC 027 NFRC 225 90 New Certainteed Low-E Vinyl Whole House 5 Window Left NW 64.0 0.330 NFRC 0.27 NFRC 315 90 New Cellainteed Low-E Vinyl Whole House 6 Window Rear NE 6.0 0.330 NFRC 017 NFRC 45 90 New Qadabteed Lowf Vinyl Wbgla House Z 6.0 0.330 NFRC 0.27 NFRC 45z 90 New Loynt F r1vl Whole House 8 Window Rear (NE) -QwUinteed 4.3 0.720 NFRC 039 NFRC 45 90 New Glass Block Whole House 5 -W n3IaW Rear (NE) 4.3 0.720 NFRQ 0.39 NFRC _45 90 New Q ass Block (1/hole House -M _WkLdQW Rear (NF4 20.0 0.330 NFRC 0.27 NFRC 45 90 New Cerlainteed LQW--E Vinyl Whole House Al -Window Rear (NE) 15.0 0.330 NFRC 0.27 NFRC 45 90 New Certainteed LQw-E Vinyl Whole House 12 1Nlndow Right QE) 11.0 0.330 NFRC 027 NFRC 135 90 Certainteed L w-E Vinyl Whole House Aa .Wlndow Right --(Sr) 11 0 0 330 NFRC 0.27 NFRC 135 An New Certainteed.Loliv--E-Vinyl. 14 _Window Right _C1 11.0 0.330 NFRC 027 NFRC 135 90 New Certainteed Low-E Vinvl Whole Hous 1. Indicate source either from NFRC or Table 116A 2 Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING # Exterior Shade TVDe 1 Bun Screen 2 Bug Screen 3 Bug Screen 4 Bug Screen 5 4ug Screen 6 Bug _Screen Bug Screen 8 Bug Screen 9 Bug Screen 10 Bug Screen 11 _Bug Screen 12 Bug Screen 13 Buu _Screen 14 Bua Screen Window Overhang Left Fin Right Fin S:HGC Hgt. Wd, Len. H . LEA REA Dist. Len. H L Dist. Len. Ng!. 0,76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 n 76 U.1b 0.76 0.76 0.76 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Type (sf) (in.) Cap. Cond. R-Val. PERIMETER LOSSES Insulation Type Length R-Val. Location Run 10tiatlon Time., 1 EnergyPro 4.3 by Energysoft User Number: 6168 Condition Location/ JA IV Reference Status Comments Condition Location/ JA IV Reference Status Comments Job Number: 12272006 Paoe:4 of 9 Certificate Of Compliance: Residential Part 3 of 4 CF-1 R Mr. & Mrs Richard Walls Casita 12/27/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC Split Sygtem Central Furnace 80% AFUE _Packaged Air. Conditioner 13.2 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R-Value Status Tested? HVAC Split System Ducted Ducted Attic 8.0 New Yes Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R-Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Bradford -White M-4-40T*—N-11 Small Gas All Pipes Ins 1 34,000 40 New 0.59 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump _ Hat Water Piping Len tg h (ft} Add 1/2" Control # HP Type In Plenum Outside Buried Insulation REMARKS — — opyright contents 2006 Energy Driven Solutions COMPLIANCE STATEMENT J This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HEFTS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: _ Name: Dave Bricker Title/Firm: Robert A. Pitchford, Design & Drafting _ Title/Firm: Ene Driven Solutions Address: 41-625 Eclectic #A-2 _ Address: 48:755 Stillwater Street Palm Desert CA 92260 _ Indio CA W201 Telephone: 760-346-2856 Lic. #: Telephone:.(760 77 6 6 - (signature) (date) (signature) (date) Enforcement Agency Name: CABiEC Title/Firm: Address: I,tjl�;�,*j,� .......�...._� _ ..� r.�,.. Telephone: �.ERTIFIED ENEIluY ANAL I ST NVE EE1I0KER (signature) (date) IR t;.5.GJ-G79 Certificate Of Compliance: Residential (Part 4 of 4) CF-1 R Mr. & Mrs Richard Walls Casita 12/27J2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- approved HERS provider using CEC approved testing and/or verification methods and must be reported on the CF-411 installation certificate. Plan Field The HVAC System "HVAC Split System" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. f The HVAC System "HVAC Split System" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. 4.3 by EnergySoft User Number: 6168 Job Number: 12272006 page G of 9 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the ENFORCE - DESCRIPTION permit documentation. N/A DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling. ❑ Q ❑ § 150(b): Loose fill insulation manufacturer's labeled R-Value: ❑ ❑X ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not ❑ Q ❑ apply to exterior mass walls). �§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(I): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ ❑ n CF-6R Form: — § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑}C ❑ 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. ❑ 0 ❑ 3 Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ Q ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission ❑ u ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑1t ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0 56 must be externally wrapped with insulation ❑ r' ❑ having an installed thermal resistance of R-12 or greater. 2 Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ Ll. ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R-value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑. ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑., ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ [g] ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ nergyPro 4.3 by EriergySoft User Number: 6168 Job Number: 12272006 Page: 7 of 9 Mandatory Measures Summa : Residential (Page 2 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (`) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m) Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CIVIC Sectlons 601, 602, 603, 604, ❑ 0 605, and Standard 5-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723: If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ Y ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and dray hands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ © ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating El El Eldampers. 6. Protection of Insulation. Insulation shall be protected from damage, inc€uding that due to sunlight, moisture, equipment ❑ ® ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that Is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. ❑ © ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on -off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions. no electric resistance heating and no pilot light. 2. System is installed with: a At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning ❑ ® ❑ pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btulhr) § 118 (1): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined In Table ❑ X❑ ❑ 150-C, and do not contain a medium screw base socket (1=24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ❑ ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑ ❑ in Section 130(c), of permanently Installed luminaires In kitchens may be in luminaires that are not high efficacy luminaires, provided that these Iuminalres are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility moms shall be high efficacy luminaires. ❑ ❑ OR are controlled by an occupant sensor(s) certfled to comply with Section 119(d). § 150(k)4: Permanently Installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms be high efficacy luminaires (except closets less than 70 ft) OR are controlled by dimmer ❑ switch OR are controlled controlled by an occupant sensor that complies with Section Y19(d) that does not turn on automatically or have an © El always on cption. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ x❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑ ❑ same lot shall be high efficacy luminaires (not including fighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certJfled to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). E mergyPrfl 4.3 by EnargySoft User Number: 6168 Job Number: 12272006 Pape:8. of 9 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY EPROJECTNAME — Mr. & Mrs Richard Walls Casita :TDATE�ME — — — HVAC Split 5 stem FLOOR AREA i_ 789 NGINEERINr t`mrt"_occ Number of Output per S Total Output Output(Btuh uutput per system Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sgft) Total Output (sgft/Ton) Air tem CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sgft) Note: values above given at ARI conditions 26.0 of Outside Air 0 cfm 69.4 of 111.0 / 77.6 of Outside Air 0 cfm 77.0 / 64.4 of 69.4 of 39,4UU 39,400 Total Room Loads Return Vented Lighting Return Air Ducts 49°9 Return Fan 36.000 Ventilation 36,000 Supply Fan 3.0 Supply Air Ducts 45.6 TOTAL SYSTEM LOAD 263.0 CFM I Sensible Latent + + CFM I Sensible 16 476 1 738 12 416 1,200 --- 1200 Lennox HS26-036'P 23,800 8,053 1 Z2 4 00.0 0 0 Total Adjusted System Output (Adjusted for Peak Design Conditions) 23,800 8,053 D'00 TIME OF SYSTEM PEAK Au 2 m 100.2 of Heating Coil 77.0 / 64.4 of Cooling Coil 0 Supply Fan 1200 cfm 100.2 of �� Supply Air Ducts Return Air Ducts 58.4 / 57.4 of 58.4 / 57.4 of Supply Air Ducts Supply Fan 59.4 / 57.8 of 1200 cfm 52.5% R.H. ROOMS 76.0 / 64.0 of Return Air Ducts � 39,400 39,400 Jan 12 am EnergyPro 4-3 by EnergySort User Number: 6168 Job Number: 12272006 Page:9 of 9 • Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: M & M Richard Walls Owner's Name: M & M Richard Walls This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT • LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Address: 56-006 Baltusrol, La Quinta, CA 92253 Project Description: Detached Casita APN: 775-360-11 Tract #: Type of Development: Residential XX Total Square Feet of Building Area: Certification of Applicant/Owners: The person signing certifies penalty of perjury and further represents that he/she is auth0ri4WI Dated: 07/17/06 Signature: Date: July 17, 2006 Phone No. (760) 567-5277 Lot #'s: Commercial Industrial 789 Sq. Ft. the above A formation is correct and makes this statement under q on b4 of the owner/developer. SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 789 sq. ft. $ 3.75 $ 2,958.75 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Leticia C. Torres, Facilities Analyst Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. 1V`:c%m�docs.de�fce�lcertificata ofcowl liance form iablc TO USE,dnc 1/16/03 T 1111 . ma Y V V V� l v u; I A 1 j J FAIRWAYS ASSOCIATION February 16, 2006 Mr. & Mrs. Rkhard Walls 30153 River Ridp Drive Ca�y, i &i hK Claada 732 xI Re: 56-006 Balwarol - Propo5cd Casua Deis Mr. & Uh. Wails: At the February 6", ZC06, Amhiteetural Covuiatc:e Queering the colrm we revie"Ij the ..-L 5ubff7 mfd g!4t Pions 5hovin&- rk PmPel v lines for Ltc above, add=. Based = this ir& raon the c2 ska and zxxsurx ;z laudwaping havc beat approved as a pro-,ogpe for the Eagle Send SSA, 1f you should bava any grsesdons in regard tO this cOitrspondmec, plea,e do not hesi= to concoct nz ac arty tiasre_ Sincemly, cc- 04CA Operations meager For dw Arch►sectzaral C.ammir.ce Cc: Bob Edwards Caruttuction Fay: 777-1139 Sal Puglisi Fax: 771-2133 Tort Officc ®or 1690 0 U QUinta, C.aliroroia 92247• Phone (760)776-51 CO - Pax (760) 776-5111 Concorde consulting Group, INC. 3505 Camino Del Rio South 0350 San Diego Calffomia 9210E .arr : ow�u Uri; tc N oeosstA, vK SA O, 1 d7ed-ml tcMss xw aNlrtOFlC Il jJf, Lm pc Dasoription check General Inforrnation Tltls : Dsgnr: 6ascription Scope: Beam on Elastic Foundation at WLaf:s Addition Job N Date: 5:22AM, 16 JUN 06 Page 1 9ssm 5pnn 3.500 ft E),- A-r PAi4.Ivs 3,122.0 ksl = FN me! NO 18.001n 8ubgmd9 Modulus 231.00 pal Otid Lvacs t..100 Width 12.00 in i Grow 3,83ZOO In4 Live Loads 1.000 Left laid Flwgy Frai L�ete 0 667 Snort Term Loads 1.000 flight Sid Fixity Free Civerall Factor 1.000 LOW Combinaiieri DL+LL+SY Cantalions CoWd using Urdsdlor+0 Loads Rotations Coic'c using Unfactorwi goads Soil Pmjjst;re called using Facto sc Lo.do morrionts Dead Load UVO Load Shvt Term Loan Location iA1 k41 k•it 3.20 k••ft 1,500 tt Max ShUmmaly ear 1-37 k at 1.750 ft Deft 0.04T lr R,a 0.G0 k M in Shear 0.00 k at 0.000 !t Defl:b 0,047 ir, R:b 0100 k Max Moment 1.26k at 11,4" ft Max Oat! 0.0 i, i at 5.500 ft Ma 0.00 k•rt ` Min Moment - dt 1412 It Min Defi -O.C. ;, at 0 000 tk MID 0.^-.0 k•R Wx Rotation b,00225 rad at 1.498 ft Max SP " av ;s .1 0.000 rt ' rhr_ta.# 0,02.-4 rod Min Rotation O.DODOD rad at 0.000 R Min 5P :' a r at 0.000 ft Th4ta b 0.042 4 Ytrd ' Ftvisttotte Cola*d using Untaetored Loads f DefftlonsCalV4 using unlsetwed Loaft 4011 PrsuUra Cak'd uslno F•cW*d Leeds Stj� C� a dlr-��v i� �e IaL � b 413 errr, r @� �PA1.4i,q d. '� Cy 4� Y NO. rn a C34055 F * OW 6130101 , 1 Job IT06-0077 B02D A.C. Houston. India. CA-92201. Truss Type ROOF TRUSS - Wall 1 I I Repair 22757 - B&M Construction 3-1-13 6.300 s Jan 10 2006 MiTek Industries, Inc Thu Sep 21 08:24:26 2006 Page 1 of 2 - - - - - — - 9-4-3 12•6-0 3-1-3 3-1-3 DO NOT DAMAGE PLATES 3-1-13 W-UrICU HUiLUING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT MERTED s® _ LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. MEMBER LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 24.0 Lumber Increase 1.25 BCLL BC DL 0.0 8.0 Rep Stress Incr NO Code UBC97/ANS195 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SPF 165OF 1.5E WEBS 2 X 4 SPF No.2 -0-T-10 4-2=3 CSI TC Q64 DEFL in Vert(LL) 0.07 (loc) I/deft Ud 6-7 1999 240 PLATES GRIP BC 0,51 WB 0.21 Vert(TL) -0.12 6-7 >999 180 MT20 197/144 (Matrix) Horz(TL) 0.03 5 n/a n/a Weight: 47 lb BRACING TOP CHORD Sheathed or 2-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing, REACTIONS (lb/size) 1=1494M-5-8.5=149410.5-8 Max HOrz 1=38(l0ad case 13) Max Uplft 1=631(load cage!)), 6=831(load case 12) Max Grav 1=1993(land rase 8). 6=1 093(laad case 7) FORCES (lb) - Maximurn CornpfeSstorVM3ximtim Tension TOP CHORD i-2=-363411784, 2-7--316111186, ?-4=-316111187.4-5=-3839/1784 BOT CHORD 1-7=-15491,3443.6-7=-U 6 96, 5-6-152113443 WEBS 2.7=631207, 34=-29711011, 34-2981i011. 4,6=-63Q07 NOTES 1) Unbalanced roof pie loads have been considered for this design, 2) This bugs hasdeadbaen designed for the wind loads generated by BO mph wends at 25 ft above ground 1". using 8.A psf tap chord dead load and 4.6 psf bottom chard 971A load, in the qktevefticals o zone roof zana an an occupancy category II, c'andltion ll partially enclosed hupdng, with exposure C ASCE DOL per UBCte grip t95 =and verticals or cantlievers axlst, they are exposed to wind. if porches exist, they are not exposed to wind_ Lumbar DOL=1-33 Plate Blip DOL=1.33 Plate male! pqL=1.33 3) This truss has been designed fora 7Q.Q psf bottom Chord live load nonconcurreni Wlih any other live loads- 4) Provide mechanical cannectlon (by others) Of truss to bearing plate capable of withstanding 631 Ib uplift at joint 1 and 831 lb uplift at joint 5. 5) This truss has been designed for a total drag load of 200 plf. Connect truss to resist drag fonds along trot tom chord from 0-0-0 to 12-6-0 for 200.0 plf. 6) In the LOAD CASES) section. (bads applied to the face of the truss are noted as front (F) or back (B), ' LOAD CASES] Standard 1) RegularLumber lncrea4;e=1.25, Plate Increase=1.25 Uniform Loads (plf)- Vert: 1-3=-88, 3-5=-88, 1-5=-160(F=-144) CITY of LA G?UINTA BUILDING & SAFETY DEFT. APPROVED c WSn:u=CW LSEE PAGE _2FOR REPAIR NOTES 0N . C62668 LU ) X m E, 6-30-08 rn CALIF /%/ September 21, 2006 Truss Truss Type B02D ROOF TRUSS Ply IJD-Wall Casila Repair 22757 - B&M Construction A-C, Houston,'tndto: CA-92201, NEW CSI's AND DEFL CSI DEFL in (lac) I/defl L/d TC 0.63 Vert(LL) 0.09 4-5 >999 240 BC 0.93 Vert(TL) -0-17 4-5 >853 180 WB a23 Horz(TL) 0-03 4 n/a n/a (Matrix) NEW BRACING TOP CHORD Sheathed or 2-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. IEW REACTIONS AND FORCES REACTIONS (lb/size) 1=1494/0-5-8, 4=1494/0-5-8 Max Horz 1=-39(load case 16) Max Uplift 1=-814(load case 9), 4=-814(lcacl case 12) Max Grav 1=1976(load case 8), 4=1978(toad case 7) FORCES (lb) - Maxlmum CompressionlMaximum Tension TOP CHORD 1.2= 357711716, 2�=30i711p67, 3-4r-3810/1825 BOT CHORD 1fir=-148513293, 5-6=-81&2525, 4-5=-1542/3349 WEBS 2.6=-811255, 3.6=2131434. 3-5=-19811(141 ob�ofea:nce to ten 6 300 s Jan 10 2006 MiTek Industries, Inc. Thu Sep 21 08:24:26 2006 Page 2 of 2 'NEW NOTES Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 814 lb uplift at joint 1 and 814lb uplift atjoint 4, CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION General Repair Notes 1) This repair is for removing webs 3.6 and 4-6- All other lumber and pieles are lnlact and undisturbed, 2) Shore truss Iv original geometry prior to repair, 3) Remove partial truss as needed to accommodate repalrwithout damaging plates at ioird 3. 4) "it 2 SPF No-2 member dufsnug to M as shown. 5) Attach 23/32' 058 (48124) or %`plywood Str. 1 gusset nailed to ONE fate of truss w11 Od gun nails (0.131" dia, By 3" long) 2 row(s) 4g 3" o.o, Nails to be placed with suff eient edge distances and and distances as to prevent splitting of wood members, Do not damage repair, 6) Mechanical, If In the way, is Iv be relocated to accommodate repair. This repair was designed using a description of existing conditions as provided by.olhers. The truss designer performs M field inspection of trusses. tars C. y��� f �, 1 C62668 m LU Exp. 6-30-08 M CIV)1 ,tie l� '9 OF CA0V0 September 21, 2006 Jot, Truss Truss Type IT06-0077 CG02 ROOF TRUSS A.C. Houston, Indio, EA -9m, 4-11-0 Qty 1 DO NOT DAMAGE PLA' REMOVE WEBS _-- t LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.37 TCDL 24.0 Lumber Increase 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr NO WB 0.05 BCDL 8.0 Cade UBC97/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 Pl�_, C."rerance all Casita Revision 22796 - B&M Construction tpplipna8 6.300 s Jan 10 2006 MiTek Industries, Inc. Tue Sep 26 08:40:19 2006 Page 1 of 2 7-7-3 2-8-3 0-9-2 44 = Sab = 7� 4 2.4 II za3,z � — - (BY `oTH RS) tr. "Xl / ~ e, DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) -0,01 6-7 -999 240 MT20 197/144 Vert(TL) -0.01 6-7 >999 180 Horz(TL) -0.00 5 n/a n/a Weight: 35 Ito BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=6410-7-12. 6=559/0-9-4, 5=254/0-0-4 Max Horz 7=74(load case 4) Max Uplift 7=-14(koad 0" 8), 6=-171(load case 3), 5=-94(foed base 4) Max Grav 7=6406W cog 7), 6=559(load case 1), 5=254(bad Case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-23/48, 2-3=-51/59, 34=-10/57, 1-7=-55/23, 4-5=-55/39 BOTCHORD 6-7=-61/25,5-6=-19/41 WEBS 2-6=-033/218, 3-6=-57/17, 1-6=-1/34, 3-5=-166/90 NOTES 1) Unbalanced roof Ilve loatls have been copscdered for this design. 2) Thfs tress has been designed for I" wind loads generated by 80 mph Nvnds at 25 It above ground level, using 8A psf top chord dead load and 4.8 psf bottom dhord dead load. In the exterior(2) zone nsof zone on an occupancy category 11, condition II partially enclosed ouilding, with exposure C ASCE 7-95 per UBC971AN9195 If end vedlcats OF cantilevers exist, they are exposed to wind. 0 parches exist, they are not exposed to wind. Lumber DOL-1.33 plale grip AOL=1 38 Plata rrretal OOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumen t with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 Ib uplift at joint 7, 171 Ib uplift at joint 6 and 941b uplift at joint 5. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1,25, Plate Increase=1.25 Trapezoidal Loads (plf) Vert: 1=0(F=44, B=44)-to-3=-170(F=-41, B=-41), 3=-170(F=-41, B=-41)-toA=-184(F=-48, B=48), 7=0(F=B, 8=8)-to-5=-33(F=-9, B=-9) W CITY OF !.A QUINTA BUILDING & SAFETY DEPT. APPROVED FOR 00NFXJM= DA �' SEE PAGE 2 FOR REVISION NOTES pia C. �I� 1 (`g O. C62668 Exp.6-30-08 rt1 s�CIM QF CAl, September 26, 2006 r r 1 2 3 4 5; T1 3l Job TnY!! Truss Type IT0e-WT7 CG02 ROOF TRUSS A X. kou6lun, Indio, CA - 92201. NEW CSI's AND DEFL. Oty Ply In Wall Cesita 1 t Revision 22796 - B&M Construction Jvb Re feranCe f op llCnaO 6,300 s Jan 10 2006 MiTek Industries, Inc. Tue Sep 26 06:40:19 2006 Page 2 of 2 CSI DEFL in (loc) I/dell Ud TC 0.46 Vert(LL) -0.01 6-7 >999 240 BC 0.17 Vert(TL) -0.01 6-7 -999 180 WS 012 Horz(TL) 0.01 4 n/a n/a (Matrix) J NEW REACTIONS AND FORCES REACTIONS (I w/ ,a) 4-�2IE7-1-0, 7=y110-7-12, 5=371f7�3.4, 6=83510.9.4 Max Horz7=105(loadcase 6) Max UpIIlt4=-33(load case 4), 7=1140ad case a). 6�21(load case 5) Max Grav4-ze2(Iaad case 1), T=,,(load casa 6), 5=84(load case 2). 6=835(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-220=. 2.3=-159/335, 3A=-11/12, 1-7=-80/125 BOT CHORD 6-7=-9310, 5-6--010 WEBS 2-6=-434/219, 3-6=409/188, 1-6=-308/234 NEW NOTES Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33lb uplift at joint 4, 116lb uplift at joint 7 and 321 lb uplift at joint 6. Beveled plate or shim required to provide full bearing surface with truss chord atjoinl(s) 4. ieneral Revision Notes I This revision is for remdvrng members 3.5 and 45. All other lumber and plates are Intact and undisturbed_ Shore truss fo original gaometry prior to revision. Rdmove partial truss as needed Ica accommodat CITY OF LA QU I NTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA u BY_ Do not damage plates at joint 3. Pfavide bearing at J7 by others). No repair is needed. Mechanical, if in the way, Is In be relocated to accommodate revision. revision was rEesignain using A a description of existing Conditions as provided by others, ua truss designer performs r0 f eld Inspect ton of trusses. QP D.C626,68 rn Exp.6-30-08 M ofi )vl� �,�P CALF September 26, 2006 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 1 of 2) CF -4R Project Address I Walls Casita I Duct Pressurization Test Results (CFM @ 25 Pa) j f J N " Builder / Installer 56-006 Baltusrol / La Quinta / CA / 92253 1 B&M Construction Builder / Installer Contact Telephone Plan Number / Permit Number Brian Sprueill 7605780406 1 06— Q Y HERS Rater Telephone Sample Group Number Dave Bricker - CJHJEJEJRJS® ID #CCN99380828 7607743676 0 Compliance Method (P criptive) Climate Zone 15 Certifying Signature Date Sample House Number G' c- �--y I Firm HERS Provider Energy Driven Solutions TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out Use one of the following four Test or Verification Standards for Compliance CJHJEJEJRJS® Address City/State/Zip 48-755 Still Water Street Pass if Leakage to Outside Percentage < 10% [ 100 x [ Line #7 / Line #2 ] ] Indio /CA /92201 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT This house was: ✓ Tested As the HERS rater providing diagnostic testing and field veri tested compliance requirements as checked on this form. The correct tape is used before a CF -4R maybe released on every and signed CF -6R has been received for the sample and teste ✓ The installer has provided a copy of C ✓ New Ducts are fully ducted (i.e., does ✓ New ducts with cloth backed, rubber adhesive duct tape to seal leaks at duct c the house identified on this form complies with the diagnostic ck and verify that the new distribution system is fully ducted and HERS rater must not release the CF -4R until a properly completed in lieu of ducts). in combination with cloth backed, rubber ✓ MINIMUM REQUIREMENTS FOR DUCT LEAKAGEtiREDUCTION COMPLIANCE -CREDIT Procedures for field verification and diagnostic.testing of air �distribution" sy`s"tems are available in RACM, Appendix RC4.3. Duct Diagnostic Leakage Testing Results System # 1 R NEW CONSTRUCTION: j 111 n " 1 ] Duct Pressurization Test Results (CFM @ 25 Pa) j f J N " Measured Values 1 Enter Tested Leakage Flow in CFM N 1 63 ! 2 Fan Flow: Calculated (Nominal: ✓ Cooling 0 Heating 0 Measured)' V Enter Total Fan Flow in CFM: k_. 1/w 9 1/ U 3 Pass if Leakage Percentage < 6% [ 100 x [ Line #I / Line #2 ] ] 5.3 _ ✓ Pass 0 Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out i 4 Enter Tested Leakage Flow iii CFMsfrom CF -6R: Pre-Test:of Existing -Duct System Prior"to System Alteration and/or'Equipment Change -Out. ( 1 11 1 1 r I I Duct I 5 Enter Tested Leakage!Flow in CFM: Final-Test"of New Duct System or Altered=Duct System for'Duct' System Alteration and/or,Equipment Change -Out. M \ f 6 Enter Reduction in Leakage-for'Altered Duct System [ Line'#4-Mifius Line45]-(Only'Jif Applicable). �--y 7 Enter Tested Leakage Flow in CFMito Outside (Only if Applicable). a 8 Enter New Duct System - Pass if Leakage Percentage < 6% [ 100 x [ Line #5 / Line #2 ] ] 0 Pass 0 Fail TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out Use one of the following four Test or Verification Standards for Compliance 9 Pass if Leakage Percentage < 15% [ 100 x [ Line #5 / Line #2 ] ] 0 Pass 0 Fail 10 Pass if Leakage to Outside Percentage < 10% [ 100 x [ Line #7 / Line #2 ] ] 0 Pass 0 Fail 11 Pass if Leakage Reduction Percentage > 60% [ 100 x [ Line #6 / Line #4 ] ] and Verification by Smoke Test and Visual Inspection 0 Pass 0 Fail 12 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection 0 Pass 0 Fail Pass if One of Lines #9 through #12 Pass 0 Pass 0 Fail Residential Compliance Forms Generated by CJHJEJEJRJS® http://www.CHEERS.org December 2005 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 2 of 2) CF -4R Project Address ( Walls Casita 1 56-006 Baltusrol / La Quinta / CA / 92253 Builder / Installer B&M Construction ✓ THERMOSTATIC EXPANSION VALVE (TXV) Procedures for field verification of thermostatic expansion valves are available in RA CM, Appendix RI. System # 1 ✓ Yes D No Access is provided for inspection. The procedure shall consist of visual verification that the TXV is installed on the system and installation of the specific equipment shall be verified. Yes is a pass ,/ Pass a Fail a Residential Compliance Forms Generated by CJHJEJEJRJS® http://www.CHEERS.org December 2005