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08-1163 (RER)P.O. BOX 1504 ^' VOICE (760) 777-7012 78-495 CALLE TAMPICO O FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT IN CTIONS (760) 777-7153 BUILDING PERMIT �, _ ✓� Date: 7/09/08 Application Number: � 8-00001163 Owner: Property Address: 44755 VIA CATALINA HOMER CROSS • APN: 604-032-999-79 -305212- 44755 VIA CATALINAApplication P operty Zoning: description: REMODEL - LOW DENSITYESIDENTIAL RESIDENTIAL - LA QUINTA, CA 92253 Application .valuation: 4000 tnp�y� • '9 O Contractor: Applicant: Architect or Engineer: TRAVER CONSTRUCTION, GREG , ' 42680 VIRGINIA AVENUE PALM DESERT•, CA 92211 (760)333-9251 Lic..No.: 839269 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm underpenalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect:_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: 13 License No.: 839269 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. , ontractor: 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. • / OWNER -BUILDER DECLARATION 1 insurance.carrier and policy number are: .^ " I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the - Carrier STATE FUND Policy Number 44-28659-07 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to " _ I certify. that, in the performance of the work for which this permit is issued, I shall not employ any., construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - and agree that, if I should become subject to the workers' compensation provisions of Section - License Law (Chapter 9 (commencing with Section 7000) of Division 3 of -the Business and Professions Code) or - 3700 of the Lab r Co e I shall forthwith comply with those provisions_ that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by ' q O i ° • any applicant for a permit subjects the applicant to a civil penalty of not more thanfive"hundred dollars ($500).: Date: scant: 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 WARNING: FAIL RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL , Contractors' State License Law does not apply to an owner of property who builds or improves thereon - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). - _ APPLICANT ACKNOWLEDGEMENT - (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Applicationis hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. - property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City Date: Owner: CONSTRUCTION LENDING AGENCY " I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the 1 work for which this permit is issued (Sec. 3097, Civ. C.). r Lender's Name: Lender's Address: i LQPERMIT 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. I certify that I have read this application and state that the above information is correct. I agree to comply with all cit�this d c my ordinances and ate laws relating to building construction, and hereby authorize representatives of unty to reinter upon eabove-mentioned pro peR/y/tf�Qr inspection purposes. Y nature (Applicant or Agent): /7� Application Number . . . . 08-00001163 • Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee.. 40.95 Issue Date . . . . Valuation . . . 4000 Expiration Date 1/05/09 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE 3 WINDOWS AND REPLACE WITH,81 X 16' SLIDER, PER APPROVED PLAN Other Fees . . . . . ENERGY REVIEW FEE 4.10 Fee summary Charged Paid Credited Due ------------------ - - --- - Permit Fee Total63.0.0' - - .00 - .00 63.00,. Plan Check Total 40.95 .00 00 40.95 Other Fee Total 4•.10 .00 .00 4.10 , Grand Total 108.05 .00 .00" 108.05 Bin # City of La Quinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: Owner's Name: gomlcr C, -65S A. P. Number: Address: L�7�j' V I4 dna Legal Description:G Contractor: �j/1�(� 1/2,01 W'yL (2 O Jg5fY 04110 City, ST, Zip: Si Telephone: Address: jj �� (y t�, tl✓p• Project Description: �rrv+e 3 wi►��s 1� City, ST,Zip: /�I"► I SP.✓ Gn f 7�7�1 f op Telephone: ?ba 1473 State Lic. # : g3 Zh C , City Lip. #: Arch., Engr., Designer: Cb L Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: �j/�� �/�a�i✓ Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 333 ZS . Estimated Value of Project: !'aoe.) APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd PERMIT FEES Plan Sets L!, Plan Check submi e Item Amount Structural Calcs. II II'' Reviewed, ready f 4rr,JUL 0 9 Plan Check Deposit Truss Calcs. u Called Contact on Plan Check Balance Energy Calcs. Plans picked up Y Construction Flood plain plan Plans resubmitted Mechanical Grading, plan god Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees TITLE 24 REPORT �. Title 24 Report for: Homer Cross 44-755 Via Catalina La Quinta, CA 92253 Project, Designer: Greg Traver Construction CITY'OF LA QUINTA 42-680 Virginia BUILDING & SAFETY DEPT. Palm Desert, -CA 92211: APPROVED (760) 333-9256 FOR CONSTRUCTION DA - -O BY 1J : Report Prepared By: tr+ JonScott Scott Design & Title 24 77085 Michigan Dr: Palm Desert, CA 92211 (760) 200-,.4780 JUL 0 9 2008 Job Number:' By Date: - 7/8/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is uthorized 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 4.4 by EnergySoft Job Number: User Number: 6712 Certificate Of Compliance : Residential (Part 1 of 3) CF -1 R Hompr oject Title 7/8/2008 Date 4-755 V*a Cataluna -I a_Qll*nta_ Project Address Building Permit # Scott Design &Title 24 (760) 200-4780 Documentation Author Telephone Plan Check/Date FneraVPro CompliWdce Method CA Cl*mgte Zone 15 Field Check/Date Climate Zone TDV Standard Proposed Compliance (kBtu/sir) Design Design Margin Space Heating 2.25 2.80 -0.55 Space Cooling 99.55 92.88 6.67 Fans 13.75 12.86 0.89 Domestic Hot Water 9.88 9.88 0.00 Pumps 0.00 0.00 0.00 Totals 125.44 118.42 7.02 Percent better than Standard: 5.6% BUILDING COMPLIES - NO HERS VERIFICATION RE UIRED Building Type: Single Family ❑ Addition Total Conditioned Floor Area: 2,512 ft2 ❑ Multi Family nX Existing + Add/Alt Existing Floor Area: 2,512 ft2 Building Front Orientation: (E) 90 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 2,512 ft2 Fenestration: Average Ceiling Height: 10.0 ft Area: 544 ft2 Avg. U: 0.53 Number of Dwelling Units: 1.00 Ratio: 21.7% Avg. SHGC: 0.48 Number of Stories: 1 0UILDING ZONE INFORMATION ne Name Floor Area Volume Existing FAIJ 8�A/C 7512 �5 120 # of Thermostat Vent Units ' Zone Type Type Hgt. Area 1 nn rnndilioned Sehack_ -2 n/a OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Y / N Status JA IV Reference Location / Comments Rnnf Wnnd 2 512 00 026 R-88 ,R-0 0 _�_ 0 ®❑Existing 01-A8 FxistingJ2esidPnr.P wall Wnnd 802 0.069 R-21 R-0 0 qQ ® ❑Fxisting 09-A6 Exis.. - - sidence Wall Wood 483 0 069 R_21 R-0 0 _ 90 _ q0 ® ❑Existing 09-A6 Existi q RQsidenre nnor Nonp 20 X500_ NnnP R_n n An q0 ® Existing 28-A4 Fxisti esidenre noor None 24 0 500 None R0 0 _ 90 _ 90 ® Existing 28-A4 Existing $psidence Wall Wood 590 0 069 _ R=21 R n.n 180. 90 ®❑Existing 09-A6 Fxisting Residence Wall Wnnd 130 0 069 _R -91 R -Q 0X70 qn ®Remnuad n9 -A6 Existing Residenre Wall— Wond 505 0 Fq Q- _R_21 _ R_0 0 970 _90 ® Fxictinq n9 -A6 Existing Rasidanra Wall Wnnd 79 0.069 R_21 Rl0 0 _ 270 _ 90 ®New 09-A6 Existing Residence FI i I ❑❑ ❑❑ ❑❑ ❑❑❑ ❑°❑ s ❑❑ ❑❑ i l Run Initiation Time: 07/08/08 14:41:32 Run Code: 1215553292 EnergyPro 4.4 by Energysoft User Number: 6712 ,lob Number. Page:3 of 13 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R Homer Cross oject Title Date 7/8/2008 'FENESTRATION SURFACES True Cond. # Type Area Q -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Location/ Comments J__ Window Right (N) 2 Window Right (N) iso 0_580 116-A 0_53. 116-B 0 _90_ FxiCtina_Dmihle Non Metal Tinted 15.0 0.580 116-A 0_53 116-B 0 90 Existing Double Non Metal Tinted Existino Existing Residence Residence 3 Window Right (N) 0.5 8.0 80 116-A 0_53 116-B 0 90 Existing Double Non Metal Tinted Existing Residence 4 Window Right (N) 20.0 0.580 116-A 0.53 116-B 0 90 Existing Double Non Metal Tinted Existing Residence 5 Window Right (N) 48.0 0.580 116-A 0T53 116-B 0 90 Existing Double Non Metal Tinted Existing Residence 6 Window Right (N) 8.0 0T580 116-A 0_53 116-B �_ 90 Existing Double Non Metal Tinted Existing Residence L Window Front (E) 10.5 0,58,0 116-A 0 53 116_B 90 90 Existing Double Non Metal Tinted Existing Residence 8 Window Front (E) 10.5 0.580 116-A 0.53 .116-B 90 90 Existing Double Non Metal Tinted Existing Residence 6 Window Front (Fa 25.0 0.580 116-A -0_53 116-B 90_ 90 Existing Double Non Metal Tinted Existing Residence 1Q Window Front (E) - 10.0 X58 116-A 0_53 116-B 90 90 Existing Double Non Metal Tinted Existing Residence Window Front (E) 10.0 0.580 116-A 0_53 116-B 90 90 Existing Double Non Metal Tinted Existing Residence 12 Window Front (E) 10.0 0.580 116-A 0.53 .116-B _ 90 , 90..Existina Double Non Metal Tinted -Existing Residence -U Window Left (S.) 25.0 •_ 0.580116=A -QM 116_B 180 Pi Existing Double Non Metal Tinted Existing Residence 14 Window Left (S) 25.0 0.580 116-A 0_53 116-B 180 90 Existing Double Non Metal Tinted Existing Residence 15 Window Left (S) 30.0 0.580 116-A 0_53 116-B 180 90 Existing Double Non Metal Tinted Existing Residence 16 Window Left (S) 48.0 0.580 116-A 0_53 116-B 180 90 Existing Double Non Metal Tinted Existing Residence 17 Window Rear (W) 25.0 0.580 116-A 0:53 11R -B 270 90 RemovedDouble Non Metal -Tinted Existing Residence 18 Window Rear (W) . 25.0 . 0.580 116-A 0_53 116-B 270 90 RemovedDouble Non Metal Tinted Existing Residence -12 Window Rear (W) 25.0 0_580 116-A 0_53 116_B 270 90 RemovecUouble Non Metal Tinted Existing Residence 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin # • Exterior Shade Type SHGC Hgi. Wd. Len. Hgt. LExt. RExt. Dist. Len. ` Right Fin Hgt. Dist. Len. Hgt. 2 'Bug Screen 0.76 T T 3 Bug Screen 0.76 ,--- T Bug Screen 0.76 Bug Screen 0.76 8.0 6.0 , 20.0 0.1 20,0 20.0 , _ Bug Screen 0.76 7 Bug Screen 0.76 7.0 1.5 8.0 0.1 8.0 8.0 8 Bug Screen 0.76 7.0 1.5 8.0 0.1 8.0 8.0 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 16 Bug Screen 0.76 8.0 6.0 -20.0.-.0.1 20.0 20.0 17 Bug Screen 0.76. 5.0 5.0 20.0 0.1 20.0 20.0 18 Bug Screen 0.76 5.0 5:0 20.0 0.1. 20.0 20.0 19 Bug Screen 0.76 5.0 5.0 20.0 0.1 20.0 20.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) .,Cap. Cond. R -Val. JA IV Reference Status Comments Insulation, PERIMETER LOSSES Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter- 299 None No Insulation 26-A1 Existing Existing Residence EnergyPro 4.4 by EnergySoft User Number: 6712 Job Number: s Page:4 of 13 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R Homer Cross 7/8/2008 oiect Title Date # Type Area U -Factor' SHGC2 True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments 211 21 Windnw Rear (W) Window Rear (W) 30 0 0 580 116 -A -A _0M 116-6-R 270 _JU _J90Fxicting Double Non Metal Tinted 30.0 0.580 116-A 0.53 116-B 270 90 Existing Double Non Metal Tinted Existing ReqodpDce Existing Residence 22 Window Rear (W) 40.0 0.580 116-A 0_53 116-B 270 90 Existing Double Non Metal Tinted Existing Residence 23 Window Rear (W) 126.3 0.350 NFRC 0_33 NFRC 270 90 New Jeldwen PPDN18996-4 Existing Residence 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING • Window Overhang Left Fin # Exterior Shade Type SHGC Hgt. • Wd. Len. Hgf. LExt. REA Dist. Lena Right Fin Hgt. Dist. Len. Hgt. 20 21 22 Bug Screen Bug Screen Bug Screen Bug Screen 0.76 5.0 6.0 0.76 5.0 6.0 0.76 5.0 8.0 0.76 8.0 15.9 8.0 0.1 8.0 8.0 ' 8.0 0.1 8.0 8.0 8.0 0.1 8.0 8.0 20.0 0. 20.0 _20.0 T THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Type (sq (in.). Cap. Inside Cond. R -Val. JA IV Reference Condition Status Location/ Comments PERIMETER LOSSES. Type Length R -Val. Insulation Location JA IV Reference Condition Status Location/ Comments I EnergyPro 4.4 by EneroySoft User Number: 6712 Job Number: Paoe:5 of 13 1 Certificate Of Compliance : Residential (Part 3 of 3) CF -1 R Homer Cross 7/8/2008 1roject Title Date 'AC Location Heating Type Minimum Eff Cooling Type, Minimum Condition Thermostat Eff Status Type Existinq FAU & A/C Central Furnace 80% AFUE Split Air Conditioner 12.0 SEER Existing Setback HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct Condition R -Value Status Ducts Tested? Existing FAU & A/C Ducted Ducted : Hydronic Piping Pipe` Pipe Insul.' System Name Length Diameter Thick. .WATER HEATING SYSTEMS -- • • Water Heater • •- System Name Type • Distribution • Attic Rated ' # in. -Input Syst. (Btu/hr) 4.2 Existing -,Tank" Energy Cap. Condition Factor (gal) Status or RE No Tank Insul. Standby R -Value Loss (%) Ext. Rheem RHLN1004V Small Gas No Pipe Insulation 1 40,000 50 Existing 0.61 n/a n/a Multi -Family Central Water Heating.Details Hot Water Pump. Control , . # HP. . Type. Hot Water Piping Length (ft) Add 1/2" In Plenum Outside Buried .. Insulation tEMARKS 4 COMPLIANCE STATEMENT 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 therrf.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 HERS rater: Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: JonScott Title/Firm: Greg Traver Construction Title/Firm: Scott Design & Title 24 Address: 42-680 Virginia Address: 77085 Michigan Dr. Palm Desert, CA 92211 Palm Desert, CA 92211 Telephone: (760) 333-9256 Lic. #: Telephone: 760 200-4780 7 -8 -2008 (signature) (date) (signature) 6 (date) Enforcement Agency Name: Title/Firm: Address: Telephone; - • • • 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 permit application documentation. N/A DESIGNER ENFORCE - ENFORCE - MENT Building Envelope Measures ❑ ❑X ❑ *§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ r •§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). . ❑ ❑ ❑ § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑X ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ ❑X ❑ 1. Masonry and factory -built fireplaces have: ❑ ❑X ❑ 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(0: 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(1): 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 ❑ O ❑ 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. ❑ 0 ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor; certified Solar Heat Gain . ❑ ❑X ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑ ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑X ❑ § 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 0.58 must be externally wrapped with insulation ❑ ❑ ❑ 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 ❑ ❑ ❑ 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, ❑ ❑ ❑ 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. ❑ ❑ ❑ EnergyPro 4.4 by EnergySoft User Number: 6712 Job Number: Page:7 of 13 • • • r Mandatory Measures Summary: 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 o -r on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - 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 CMC Sections 601, 602, 603, 604, ❑ ❑X ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 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 181A, or UL 1818 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 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 draw bands. ❑ 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 ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including 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. ' t 7. Flexible ducts cannot have porous inner cores. § 114: Pool and Spa Hetating 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. i - § 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 Btu/hr) § 118 (i): Cool Roof material meets specified criteria Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. i § 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 luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. OR are controlled by an occupant sensor(s) certified to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled by an occupant sensor that complies with Section 119(d) that does not turn on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. I § 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 lighting around swimming poolstwater features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified 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). 0 ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ET ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ JEnergyPro 4.4 by EnergySoft User Number: 6712 Job Number: Page:8 of 13 w - HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME Homer Cross YSTEM NAME Existing FAU & NGINEERING CHECKS Number of Systems 2 Heating System Output per System 110,000 Total Output (Btuh) 220,000 Output (Btuh/sgft) 87.6 Cooling System Output per System 45,000 Total Output (Btuh) 90,000 Total Output (Tons) 7.5 Total Output (Btuh/sqft) 35.8 Total Output (sgft/Ton) 334.9 Air System CFM per System 1,500 Airflow (cfm) 3,000 Airflow (cfm/sgft) 1.19 Airflow (cfm/Ton) 400.0 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions JEATING SYSTEM PSYCHROMETRICS 26.0 OF 6B.3 of 68.3 OF Outside Air 0 0 cfm 68.3 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts DATE 7/8/2008 FLOOR AREA 2.512 COIL COOLING PEAK 11COILHTG.PEAK CFM I Sensible Latent I I CFM I Sensible 1,675 34,376 2,88 594 41,422 0 6,115 5,314 0 0 0 0 0 0 0 0 0 6,115 5,314 TOTAL SYSTEM LOAD 1 46,6051 2=8 52 050 HVAC EQUIPMENT SELECTION Existing Furnace & Air Conditioner 73,808 5,819 220;000 Total Adjusted System Output 73,808 5,819 220,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am tream Temperatures at Time of Heatina Peak) 137.2 of Supply Fan Heating Coil 3000 cfm Supply Air Ducts 135.6 of ROOMS 70.0 of Return Air Ducts I COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 110.0 / 77.6 of 79.9 / 64.1 of 79.9 / 64.1 of 56.8 / 55.5 OF Supply Air Ducts Outside Air O 0 cfm Supply Fan Cooling Coil 58.7 / 56.2 of 3000 cfm 45.0% R.H. ROOMS 79.9/64.1 °F 78.0 / 63.4 of h Return Air Ducts 14 EnergyPro 4.4 by EnergySoft. . User Number: 6712 Job Number: Paae:9 of 13 1 ROOM LOAD SUMMARY PROJECT NAME DATE Homer Cross 7/8/2008 YSTEM NAME FLOOR AREA Existing FAU & A/C 2,512 EnergyPro 4.4 by EnergySoft User Number: 6712 Job Number:- Page: 10W 13 ROOM HEATING PEAK LOADS Project Title Date omer Cross 7/8/2008 oom Information Desi n Conditions Room Name Existing Residence Time of Peak . Jan 12 am Floor Area 2,512 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70°F Conduction Area U -Value AT of Btu/hr 2,512.0 802.0 15.0 15.0 -8.0 20.0 48.0 8.0 483.0 20.0 10.5 24.0 10.5 25.0 10.0 10.0 590.0 25.0 25.0 30.0 48.0 505.0 30.0 30.0 40.0 78.7 126.3 perimeter 999 X X X X X X X X X X X X X X X X. X X X X X, X X X X X X X X X X .X X X X X X X X X X. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 44 = = = = = . = = = = = = = =9.5 = = = = = = = = = 2 874 44 2,435 44 383 44 383 44 204 44 510 44 1,225 44 204 44 1,466 44 440 44 268 44 528 44 268 44= 638 44 255 44=255 44=1791 44 638 44 638 44=766 44 1,225 44 1,533 44= 44=766 44 1,021 44=239 44 1 945 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 33 523 Infiltration: 1.00 X 1.064 X 2 512 X 10.00 X 0.403 / 60] X 44 = 7 899 —Schedule Air Sensible Area ICeiling Height ACH OT Fraction ` TOTAL HOURLY HEAT LOSS FOR ROOM 41,422 EnergyPro 4.4 by EnergySoft User Number: 6712 Job Number: Page: 11 of 13 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date omer Cross 7/8/2008 Room Information liesicin Conditions Room Name: Existing Residence Outdoor Dry Bulb Temperature: 111oF Floor Area: 2,512 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 78OFOutdoor Daily Range: 340F Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr • R-38 Roof Attic b R-21 Wall R-21 Wall Wood Door Wood Door R-21 Wall R-21 Wall R-21 Wall N 2,512.0 X X X X X X x X X X X x 0.0260 X X X X X X X. X X X X x N 802.0 0.0690 E 483.0 0.0690 E 20.0 0.5000 (E) 24.0 ' 0.5000 S 590.0 0.0690 (W) 505.0 0.0690 (W) 78.7 0.0690 0.0x 31.4.+ 20.0X 31.4= N .0.0 31.4 48.0 -31.4 N 0.0 31.4 Items shown with an asterisk (') denote conduction through an interior surface to another room; 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window - Window Window Window Window - Window Window Window. Window 3,657 c 1,273 1,100 330 396 1,058 1,150 179 Page Total I 9,1441 Orientation Shaded Area X X X X X X- X GLF + + + + + + + Unshaded Area X .X X X X X X Page GLF = = = = = _ = N 0.0 31.4 15.0 31..4 N 0.0 31.4. . 15.0 31.4 N 0.0 31.4 8.0 31.4 N 0.0x 31.4.+ 20.0X 31.4= N .0.0 31.4 48.0 -31.4 N 0.0 31.4 8.0 31.4 E 9.5X .:31.4+. 1.0X. 62.9= E 9.5X 31.4-+ 1.0x 62.9= E - 0.0 31.4 25.0 62. E 0.0x 31.4+ 10.0X Total Btu/hr Internal Gain Btu/hr Occu ants 4 Occupants X 230 Btuh/occ. = 920 E ui ment Dwelling Units X 1,6001 Btuh = 1,6001 Infiltration: 1.064 x 0.86 x 177.25 x 0= 5 334 Air Sensible.. CFM ELA OT TOTAL HOURLY SENSIBLE'HEAT GAIN FOR ROOM 34 376 Latent Gain Occu ants 0 Occupants X 200 Btuh/Occ. - Btu/hr 800 Infiltration: 4 771 x 0.86 x 177.25 x 0.00287 = 2 081 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,881 EnergyPro 4.4 by EnergySoft User Number: 6712 Job Number: Page: 12 of 13 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date omer Cross 17/8/2008 10 oom Information Desi n Conditions Room Name: Existing Residence Outdoor Dry Bulb Temperature: 111OF Floor Area: 2,512 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 78'FOutdoor Daily Range: 340F • Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total 0� 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window• Window Window Window Window Window Window Window Window Orientation x X X X X x x + + + + + = X X x x X Page GLF = = = _ x 0.0x x 10.0x = E 0.0x 31.4+ X 62.9= x 0.0 31.4 25.0 31.5 S XX 31.4+ 25.0X 31.5= S 0.0 31.4 30.0 x S x .. 31.4 0.0 31.5 W 30.0X X 0.0x X = 31.4 0.0 62.9 X 40.0X X 0.0x = W 126.3x 19.3+ X X = X X Total = X X X x x x = Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total 0� 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window• Window Window Window Window Window Window Window Window Orientation Shaded Area X X X X x GLF + + + + + Unshaded Area X X x x X Page GLF = = = _ E 0.0x 31.4+ 10.0x 62.9= E 0.0x 31.4+ 10.0x 62.9= S 0.0 31.4 25.0 31.5 S O.bX 31.4+ 25.0X 31.5= S 0.0 31.4 30.0 31.5 S 48.0 .. 31.4 0.0 31.5 W 30.0X .31.4+ 0.0x 62.9= 30.0 31.4 0.0 62.9 40.0X 31.4+ 0.0x 62. W 126.3x 19.3+ O.Ox Total Btu/hr Internal Gain Btu/hr Occu ants 4 Occupants X 230 Btuh/occ.'= 920 E ui ment EDwelling Units X 1,600-1 Btuh = 1 600 Infiltration: 1.osd X 0.86 X 177.25 X = 5,3341 Air Sensible CFM ELA &T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 34 376 Latent Gain Btu/hr Occu ants F 41 Occupants X 1 200 Btuh/occ. = 800 Infiltration: 4 771 X 0.86 x 177.25 X 0.00287 = 2 081 Air Latent CFM ELA n w �. TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,881 EnergyPro 4.4 by EnergySoft User Number: 6712 Job Number: Page: 13 of 13 } r STRUCTURAL CALCULATIONS r r FOR A RESIDENCE REMODEL'.. AT ,. 44-755 VIA CATALINA' LA QUINTA DEL ORO -LA QUINTA, CALIFORNIA 92210 , 1 PREPARED FOR: GREG TRAVER CONSTRUCTION PALM DESERT, CALIFORNIA 92260 PREPARED BY: JOSEPH N. CICCHINI, P.E.- P.O. BOX 4206. PALM DESERT, CALIFORNIA 9226.1 TEL: 760-776-6687 FAX:760-346-3460 AUGUST 20,, 2008 oQ�OFESSIO�q CITY OF LA QUINTA � � �' ��Q�S >\A N �� � �F yf� * BUILDING & SAFETY DEPT. 35727 2 rn APPROVED, W `L Exp: 3U OQ � FOR CONSTRUCTION *, CIVIC 9j� OF A1.1FC�� 7s5 \/, A CkTA- L, N SUBJECT- .1xjG JOB NO. - - - - DESIGNED BY - - - Z0 -pg DATE - CHECKED BY &/—D W I b u Ole tit t tet. !j % 12 f i*re W �_ D R o01° Rvo F Ti LL = . 1=2 PsF = 12 psf= Q� c,voo D a, 4 (5),= 2. o Ps r _ 2 ps r- -TR✓ S S CsS 2-- 4 RS F. L -L 2, ps F S-rvew z o Psi M ISc _ {..2 PSr. = 1.2 PsF 2-1ps r 31.2 p r= (,)pL A- ADL = 1-7 psF S70e-e.o IC P5 F LJ (2, = 34j1'/fir RDS 24 C3%Z� = 4201 b/c- `)L-A 3 5(0 /�- vS 2•-.1.75, 0 41LU- AIt-A.'e-ie.bd� e Alae - Ass mw woT�NG-77r7.o Ib _ 7770 ADD 3- 2x.-4 7=v 5v PPv27. 7 7.70,1:13. c'rtofv I _(,0xS gFr CI, lee -Thw) Le- 4 rAe-9 ) Joseph N. Cicchini, P.E. P.O. Box 4206 Palm Desert, Ca 92260 760-776-6687 Fax 760-346-3460 Title : Dsgnr:. IL?§TM' Tm Tm Tm Tmn?.aED1 N Date: Description: Scope: User.ia -0605049, Ver 5.6.1, 25 -Oct -2002 General Timber Beam (c)1983-2002 ENERCALC Engineering Software Description Beam over Sliding Door (microlam) Job # yll@ 2 General Information Dead Load ^. Section Name Microl-am: 3.5x16 Center Span 16.00 ft .....Lu 2.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Truss Joist - MacMillan, MicroLam 1.8E W Bm Wt. Added to Loads Fb Base Allow 2,600.0 psi Load Dur. Factor 1.250 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi Wood Density 34.000 pcf E - 1,800.0 ksi Full Length Uniform Loads 7.77 k Max. Negative Moment Center DL 602.00 #/ft LL 356.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 16.00ft, Beam Width = 3.500in x Depth = 16.in, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Dead Load Max Stress Ratio 0.777 : 1 -0.422 in -0.666 in Deflection 0.000 in 0.000 in Maximum Moment 31.1 k -ft Maximum Shear " 1.5 9.8 k Allowable. 40.0 k -ft Allowable Camber ( using 1.5 " 20.0 k Max. Positive Moment 31.08 k -ft at 8.000 ft Shear: @ Left 7.77 k Max. Negative Moment 0.00 k -ft at 16.000 ft 0.000 in @ Right 7.77 k Max @ Left Support 0.00 k -ft 0.000 in Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.633in Max. M allow 39.98. Reactions... @ Right 0.000in fb 2,497.43 psi fv 174.82 psi Left DL 4:92 k Max 7.77 k Fb 3,212.51 psi Fv 356.25 psi Right DL 4.92 k Max 7.77 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.422 in -0.666 in Deflection 0.000 in 0.000 in ...Location 8.000 ft 8.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 455.1 288.30 Right Cantilever... Camber ( using 1.5 " D.L. DO ) ... Deflection 0.000 in 0.000' in @ Center " 0.633 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.086 Le 4.118 ft Sxx 149.333 in3 Area 56.000 in2 1.000 Rb 8.036 Cl 0.988 Max Moment Sxx Read Allowable fb @Center 31.08 k -ft 116.09 in3 3,212.51 psi @ Left Support 0.00 k -ft 0.00 in3 3,250.00 psi @ Right Support 0.00 k -ft . 0.00 in3 3,250.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 9.79 k 9.79 k Area Required 27.480 in2 27.480 in2 Fv: Allowable 356.25 psi 356.25 psi Bearing @ Supports Max. Left Reaction 7.77 k Bearing Length Req'd 2.960 in Max. Right Reaction 7.77 k Bearing Length Req'd 2.960 in Joseph N. Cicchini, P.E. P.O. Box 4206 Palm Desert, Ca 92260 760-776-6687 Fax 760-346-3460 Rev: 560100 User. KW -0605049, Ver 5.6.1, 25-0d-2002 (c)1983-2002 ENERCALC Engineering Software Description 3-2x4 Studs General Information Title : Job Dsgnr:' Description: Scope: Timber Column Design cloroiect144755viacataiinatcaic Wood Section 3-2x4 Total Column Height 8.00 ft Le XX for Axial 1.00 It Rectangular Column Load Duration- Factor 1.00 Le YY for Axial 8.00 ft Column Depth 3.50 in Fc 1,650.00 psi Lu XX for Bending 1.00 ft Width 4.50 in Fb 1,000.00 psi Sawn E - Elastic Modulus 1,500 ksi Douglas Fir - Larch, Construction Loads Dead Load Live Load Short Term Load Axial Load 4,920.00 lbs 2,850.00 lbs 0.00 lbs Eccentricity 0.000in Summary Column OK Using: 3-2x4, Width= 4.50in, Depth= 3.50in, Total Column Ht= 8.00ft DL'+.LL DL + LL + ST DL + ST fc : Compression 493.33 psi 493.33 psi 312.38 psi Fc: Allowable 824.23 psi . 824.23 psi , 824.23 psi fbx : Flexural 0.00 psi 0.00 psi 0.00 psi F'bx: Allowable 1,000.00 psi 1,000.00 psi 1,000.00 psi Interaction Value 0.5985 0.5985' 0.3790 ' Stress Details . Fc: X -X 1,635.40 psi For Bending Stress Calcs... Fc: Y -Y 824.23 psi Max. k*Lu / d 50.00 F'c : Allowable 824.23 psi Actual k*Lu/d 20.23 F'c:Allow * Load Dur Factor 824.23 psi Min. Allow k*Lu / d 11.00 F'bx 1,000:00 psi Cf:Bending 1.000 F'bx * Load Duration Factor 1,000.00 psi Rb : ;(Le d / b^2) ^.5 2.067 For Axial Stress Calcs... Cf: Axial 1.000 Axial X -X k Lu / d 3.43 Axial Y -Y k Lu / d 21.33 EXISTING PREFABRICATED ' ROOF•TRUSS 10'—•1" PLATE EXISTING 2x4016"o.c. NEW 2-1.75x16 TJ MICROL'AM 1.9E 2' 1.75x16'TJ MICROLAM 1.9E w/4-16d®12"o.c: SIMPSON H4; FULLY NAILED 8'-1" B.0.6 ABOVE SLAB .MINIMUM 3-2x4 STUDS 4 1 FRAMING . DETAIL, \.�" ji SCALE:.411 I C„ EXIST FRAMING JO REMAIN EXIST CONCRETE FOOTING TO REMAIN ACCESS POINT EXTERIOR PATIO -SLAB TO EXIST CONCRETE SLAB "TO REMAIN, II' I REMAIN • 7.7 P. :9 .. •c 39 - CLIR " 2'-9" SQUARE 3-#4 EACH WAY /000 2 FOUNDATION UNDERPIN DETAIL . SCALE: 4„= �r,_C,, NOTE: THESE DETAILS ARE ONLY TO BE USED FOR PROJECT AT- • 44-755.. VIA> CATALINA, LA QUINTA, CALIFORNIA ' 0 8,/2,Qj 2008 WED .14: 38 FAX La Quinta Buildincr/S'aftv Wm,_ a 1. IVA L_ & a i wec. L.4 Lf i AilidsL WGLW L/ r ad LOAD CONDITIONS P4: Plan 4 - "La Quinta del Oro" La Quinta, ba -ROOF: Wd.Shake -Rock Tile FLOOR.: CALCS BY: AK DATE 7-26=02., I. ASSOC. CHECK DATE: BACK CHECK DATE: ROOF TRUSS Rev.: r__A__1 r C i Slope 0 4:12 0 3*12 0 4:12 DATE: w/o Conc. Wf Conc. Live Load 1.6.0 PSI 20.0 psf 16 f Live Load - 40.0 pe 40M psf Roofg MCI 4.0 _. 10.0 D. L. of F. F. 5.0 1 , 3.0 Built -UD - - 6.0 DATE: Sheaihina 1:5 '5 1.5 'Sheathing. 1.5 1.5 '1.5 Floor Joists 3.0 .3.0 Roof Rafters T:5. 1.5 1.5 Drvwall 2.5 Ceiling Joist .1.5 '4-.5 1.5 Total D. L. 12.0 psf -2.5 2" psf Drywall .: 2:5 25 25 Miscellaneous '11.0 1.0 1.0 Total Load 52.0 Dsf 60;0 psf Total D.L. 12`0 psf 14:0 psf 18.0 psf- LOAD - QNDITIONS: Total LOAD 28,0 psf 34.0..psf.,... 34.0..Psf STANDARD SPECIFICATIONS.FOR STRUCTURAL CALCULATIONS ' 1 Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect: or designer is responsible for-drawingdetails in plans which represent true framing<,conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. 2. The structural calculations- hiclud6d'here are for the analysis, and design of primary siructural system.: The attachment of norfL structural eiements is ihe.responsibiflly of - the architect or designer, unless specficatly WWW11 Uinelwise. and -.reproductions -tare- instnifftents of- - 4ul vitr, tv Wa u4cu Of fly icii the speci,116- -project -covered, byagreement-and-cover -L.--4"-- 444vc%. ruiy vueco U306 15 ovict Y F6V54&!1LaQ.- A All W. ru. C6angeS Ma4_a., -j shall -besubmitted .-.to-:E.SAI.FM..E-, Inc. in vg4i.ng for thea rev; ­ hese. .calc ' ulation$:are.meantto_be -used,- by a design re%facdzinnnt - mmicainne" are intended.. 5 -00 ; . Copyright 0 1994: by., E. S. -I 1, F M'F_.. Inc - Structural Engineert. All rights reserved. This.materiaLmay pot.beteprplduced.in whole or part without written permissiop of E S I.I. F M. E,... Inc. RROJECT DESCRIPTION: P4: Plan 4 - "La Quinta del Oro" La Quinta, ba Cornerstone PROJECT ENGINEER: R.R.W. CALCS BY: AK DATE 7-26=02., I. ASSOC. CHECK DATE: BACK CHECK DATE: ROOF TRUSS Rev.: DATE FLR. TRUSS Rev.:- DATE: P!T'FOUND.'Rev.. DATE: PLAN -CHECK -- ' DATE: REVISIONS: <A\> SHTS: DATE:' IniU. <B\> SHTS_. DATE:- init- .<C> �SHTS: infL: <D *SHT-S: DATE: -<E- SHT-S:. DATE: 1 <8> SHT& DATE. Skxturaf Engjrjeem...,.: (This signature is to be a wet signature, not -a; copy.) APPROVED Br.' DATE: AJ, zW Page 1 of 2 AJ Ortega From: John Thompson Uthompson@valuengr.com] Sent: Wednesday, August 20, 2008 1:19 PM To: AJ Ortega Subject: RE: City of La Quinta - Plan Review Good Afternoon AJ, I have looked at the calculations, partial plans, truss calculations and picture that you have sent over on this remodel. The following are some comments'that I have for the Engineer of Record: 1. Revise roof live load to 20 psf. CBC Table 1607.1. , 2. Include weight of the stuccoed soffit (10 psf) at the covered patio. Revise beam/post/pad calculations accordingly: 3. Provide post/multi stud calculation justifying the 2-2x4 can support the 7500# reaction from the new clear span beam. 4. Specify reinforcing in new 2' -9"x2' -9"x12" footing.' If you have any questions please feel free to call. - Sincerely, r John W. Thompson, PE f` Young Engineering Services 77-804 Wildcat Drive, Suite C a Palm Desert, CA 92211 T: 760.360.5770 . F: 760.360.5719" From: A] Ortega [mailto:Aortega@la-quinta.org] ✓ Sent: Monday, August 18, 2008 3:41 PM , To: jthompson@valuengr.com Subject: City of La Quinta -.Plan Review Mr. Thompson, Good Afternoon, this is A] from the Building Department. Last week we received a call from a contractor requesting an inspection for a project that we had approved through plan check, 'he was requesting to use -the existing 4x12 header (Beam 6 = Attached Plan/Calculations) instead of the approved 4x14. The remodel plans submitted by the applicant show an approximate span of 16 feet with a 4x12 beam supported at each end and mid -span with a 4x4 post at approximately 6 feet on center with the trusses spanning over the opening to the patio beam. ' During our inspection is when it was. noticed that the truss was bearing on the opening, so we requested a beam calculation justifying the use of even the 4x14, let alone the existing 4x12. We also decided to pull the engineering package,, since it is a tract product and available for review, and noticed the discrepancy between the remodel plan and the tract approved plan to be true. I have attached the original engineering, framing plan and truss calculations with the applicants remodel calculations for your review. The picture attached is the current condition the residence is in, the owners are`home,,that is the only reason we are looking for a response as soon as possible. The engineer also included a footing design for the additional point loads, but it has no steel reinforcement? Are we.looking for reinforcement? 8/20/2008 _ ESI/FME, Inc... STRUCTURAL .ENGINEERS. Sheet Z Date 0:7-.26 -O-z JN. :7W'c3o2c'� LOAD CONDITIONS:' CALCS BY: A. K. DATE 7-26-02 ASSOC. CHECK: DATE: ROOF: Wd.Shake --Rock DATE: Tile FLOOR: FLR. TRUSS Rev.: DATE: PIT FOUND. Rev.: DATE: 03:12 � REVISIONS: OA SHTS: DATE: Slope D�. DATE: Init.: w� Conc. w�.c. Live Load 1.6.0 psf 20.0 psf 16.0.psf Live Load 40.0 psf 40.0 psf. . Roof Mt'I 4.0 - - 10.0 D.L. of F. F. 5.0 13.0 Built -Up - - 6.0 - - Sheathing 1.5 1,5. Sheathing 1.5 1.5 .. •1.5 Floor Joists 3.0 3.0 Roof Rafters 1.5 1.5 1.5 Drywall 2.5 2.5 Ceiling Joist 1.5 1.5 1.5 Total D.L. 12.0 psf 20.0 psf Drywall 2.5 2.5. 2.5 Miscellaneous 1.0 1.0 1.0 Total Load 52.0 psf 60:0 psf Total D.L. 12.0 psf 14.0 psf 18.0 psf. LOAD CONDITIONS Total LOAD 28.0 psf 34.0 psf 34.0 psf �3 STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS 1. Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer is responsible for drawing details in plans. which represent true framing conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. 2. The structural calculations included here are for the analysis and design of primary structural system. The attachment of non- structural elements is the.responsibility of the architect or designer, unless specifically shown otherwise. 3. The drawings, calculations, specifications. and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely prohibited.. 4. All changes made to the subject project shall be submitted to ESI /FME, Inc. in writing for their review and comment. These calculations are meant to be used by a design professional, omissions are intended. 5. Copyright ©- 1994 by'E S I / F M E, Inc. Structural Engineers. All rights reserved. This material may not be reproduced, in whole or part without written permission of ESI/FME, Inc. PROJECT DESCRIPTION: P4: Plan 4 - "La Quinta del Oro" La Quinta, Ca Cornerstone . PROJECT ENGINEER: R.R.W. CALCS BY: A. K. DATE 7-26-02 ASSOC. CHECK: DATE: BACK CHECK: DATE: ROOF TRUSS Rev.: DATE: FLR. TRUSS Rev.: DATE: PIT FOUND. Rev.: DATE: PLAN CHECK: DATE: REVISIONS: OA SHTS: DATE: Init.: BO SHTS: DATE: Init.: CO SHTS: DATE: Init.: DO SHTS: DATE: Init.: O SHTS:. DATE: Init,: FF SHTS: DATE: Init.: ESI/FME, Inc. Structural Engineers (This signature is to be'a wet signature not a copy.) APPROVED BY: DATE: 08/20/2008 WED 14:38' FAX La Quinta Building/Safty 12001 *** FAX TX REPORT *** TRANSMISSION OK JOB NO. 1009 DESTINATION ADDRESS 917603463460 PSWD/SUBADDRESS DESTINATION ID ST. TIME 08/20 14:38 USAGE T 00', 33 PGS.' 1 RESULT OK Sheet 2' Date 0 o24Q-6Z JN. �9 LOAD CONDITIONS PROJECT DESCRIPTION: STRUCTURAL CALCULATIONS P4: Plan 4 - "La Quinta del Oro" ROOF: Wd.Shake `' Rock Tile FLOOR to scale and may not represent true PROJECT ENGINEER: R.R.W. conditions on plans. Architect or designer CALLS BY: A.K. DATE 7-26-02. is responsible for drawing details in plans ASSOC. CHECK Slope 04:12 D o and scale. Enclosed details are intended to w/�o Conc. w/�Conc. . Live Load 16.0 psf 20.0 psf 16.0.psf Live Load 40.0 .psf 40.0 psf Roof Mt'I 4.0 - - 10.0 D. L. of F. F. 5.0 13.0 Built -Up - - 6.0 ,. - - Sheathing -1.5 . 1.5. Sheathing ' 1.5 1.5 .. -1.5 Floor Joists 3.0 3.0 . Roof Rafters 1.5 1.5 1.5 Drywall 2.5 2.5 Ceiling Joist 1.5 1.5 1.5 Total D. L. 12.0 psf 20.0 psf Drywall 2.5 2.5- 2.5 Init.: Miscellaneous 1.0 1.0 1.0 Total Load 52.0 psf 60:0 psf Total D.L. 12.0 psf 14.0 psf' ' 18.0 psf LOAD CONDITIQNS : . Total LOAD 28.0 psf -34.0 psf 34.0 psf STANDARD SPECIFICATIONS FOR PROJECT DESCRIPTION: STRUCTURAL CALCULATIONS P4: Plan 4 - "La Quinta del Oro" La Quinta, Ca 1.. Sketches of details in calculations are not Cornerstone . to scale and may not represent true PROJECT ENGINEER: R.R.W. conditions on plans. Architect or designer CALLS BY: A.K. DATE 7-26-02. is responsible for drawing details in plans ASSOC. CHECK DATE: which represent true framing conditions BACK CHECK: DATE: and scale. Enclosed details are intended to ROOF TRUSS Rev.: DATE: complement standard construction practice FLR. TRUSS Rev.: ' DATE: to be used by experienced and qualified PIT FOUND. Rev:: DATE: contractors. PLAN CHECK: DATE: REVISIONS: 2. The structural calculations included here OSHTS: .DATE: are for the analysis and design of primary Init.: structural system. The attachment of non- 8 SHTS: O. DATE: structural elements is the. responsibility of Init.: the architect or designer, unless specifically CO SHTS:. DATE: shown otherwise. Init D SHTS: O DATE: 3. The drawings, calculations, specifications Init.: and reproductions are instruments of EO. SHTS:. DATE: service to be used only for the specific Init:: project covered by agreement and cover F SHTS: O DATE: sheet. Any other use is solely prohibited.. Init.: 08/21/2008 THU 08:38 FAX La Quinta Building/Safty ROOT *** FAX TX REPORT TRANSMISSION OK JOB NO. 1011 DESTINATION ADDRESS 917603605719 PSWD/SUBADDRESS ` L ` DESTINATION- ID r ST. TIME08/21 08:33 USAGE T 04' 34 t PGS. 9 RESULT OK - P -O. BOX 1504 .." LA QUINTA, CALIFORNIA 92247-1504 BUILDING $ SAFETY DEPARTMENT or T9 .78-495 CALLS TAMPICO (760) 777.7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 TRANSMITTAL TO:YOUNG f • : ATTENTION: �� • TMWrp.So� . •. TODAY'S DATE: S 2 :� � DUE DATE: _ _ w/ w PROJECT ADDRESS: APPLICANT NAME: SUBMITTAL: ❑QST.' 82NO RD 113.❑4TM ❑5TM , . BIN NUMBER: ®' �C, PERMIT NUMBER: 3 INCLUDED HEREWITH- ®PLANS ❑REDLINED; PLANS ❑REVISED PLANS ❑APPROVED PLANS ®STRUCT ❑REDLINED STRUCT []REVISED STRUCT ❑APPROVED STRUCT -❑TRUSS ❑REDLINED TRUSS ❑REVISED TRUSS ❑APPROVED TRUSS ❑SOILS ❑REDLINED SOILS, ❑REVISED SOILS ❑ENERGY ❑APPROVED SOILS ❑REVISED ENERGY.. T' CORRECTION LIST ❑CUSTOMER RESPONSES ®OTHER SIX QST yeMTTi4t., iEWt�tl., �� - -BUILDING DEPARTMENT USE ONLY GREEN SHEET TO:. ❑CDD 1](W/Plans ❑PUBLIC WORKS ❑COVE CHECK (W/Application) 0812.0./20088WE0..14: LO FAX La Quinta Building/Safty X001/Gy= ft Ar I -K-495 CALLE'TAMPtCO' .. ✓:: v v ' -.(760) 7774012 yr !t•- LA.-QUINTA, CALIFORNIA 92253FAX (760) 7-77-7011 - RESIDENTIAL:PLAN'CHEEKCORRECTION L ST'(os) AWA 'rA.TiAT,11l V. (/_ DESCRIP'T'ION -BEAM REVISION;' �r _'.. i APPLICANT-- TRAVER CONSTRUCTION =PLAN CAECK #: 0&1163 r ` This submittal has been chor.k-M for comnliance with the.. 7fN17 (.alifnrnia Rnildinn Mechanical Flcrtrical. Phnnbing, ani Energy Codes, andthe City of La Quinta Municipal Code., AiPPYN`ANT.- RTnR:T)TiV( TIED®A'!'MFAT'T CTAFD"i The following items are being returned to you for - DO NOT accept any resubmittal unless ALL of the corrertion' fnllrnwno itwnc era inrinAPri . 2- STRUCTURAL CALCULATIONS 2- REVLSF� STRUCT. CALCS. 1 . /`ADACrnnnrnmr %XT T Tor...t�_.______ a INSTRUCTIONS TO APPLICANT: . 1) Provide written response tv exl cost on the foIlowing pages, noting specifically where the correction cube found. Resuonses such. as- "Sheet A-3_" or_ "Handrails shall he ner CRC Section 1003" are not acceptable. Show or note y how wmpiiance with s code requirement is achieved Responses such as. "Added now 16 on sheet A-3" are annrtinriate. and will heln evnexiite vnnr hark check. 2) Corrections may not be made hvhandwriting on, existing drawin c s*s. Revise originals and rear ilt Plans and/or Calculations as necessary...„ 3) . Return -all red -marked. Plans and/or. Calculations with your resubmittal: 4) Each,shed of resubmitted Plass aull Calculatiams. shall include the, preparer's aatue sad telephone number and shall be wct-sipped by the nret>arer If the t>rievarec is a licensed architect_ or engineer. all documents" ptgmmd by that licensed individual shall also bear bis&cr stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accented with sienaturec missing_ 5) Return this list, your writtm rcspmsill and all documents listed above with your tmtbmittaL Readential Pbn Check eosreefien:1Gita:(a* Page 1 eV2 08/•2.0/2.008 WED 14:.11. FAX La Quinta Building/Safty. .002/00,2 SEC HON A.- GENERAI, 1). Prbvide on cover sheet of tevised calculations the preparer's-name and telephone number and wet -signature. If the preparer -isTa licensed architect or engineer, all documents prepared bythk licensed individual: A& also :. bear his/her stamv as tirescribed by California Business and Professions Code '.$536. 2) Note: "All construction shall -comply with the 2007 California Building, lvlechanical, Electrical; Plumbing; and Energy -Codes and the La Quinta Municipal -Code." Remove.notes .referencing other Codes. The CityofLa:Qainta hasaelected-Young-Engineering Services to:perfo=the Structural:Review of.your pcuject. riease see item&iisied below: - a) Revise roof live load'to 20 PSF: (CBC Table 1607J)' , 4 t_t=ok ev _To. vSsr /6) ie Give w�\ veMA, J b)' include weight of the stuccoed soffit (10 PSF) at the covered patio. Revise beam/post/pad calculations accordingly tr A:.. �2vi5 . �� Ai�O; La�DS..NG�eitS�D c),: -Provide p9stlmalti.stu4,calculation justifying -the 2,-2x4. can. support -the..7500#.. reaction from.the.mew clear r a,, bw= d)''Specify reiriforcmg in new 2'-9"x2'=9"x12"'footing: AM90 ,3=- Important note to Engineer:of Record;: If these corrections require re viswns to structural calculations, in response to these correctioM do NOT simply- submit implysubmit two copies of a few supplemental calculations. For resubmittal. include: . • -One complete set of structural calculations from the previous submittal, and':.. v .:Two complete, stamped and wet -signed sets of structural calculations for review and.approvai. Your written responses should direct the plan reviewer to the appropriate revised page(s)' • Failure to provide documentation in this manner will delay approval of -your client's project.,Incomplete•sets, loose ' pages will not beassemble&by.the Building Department Youne Eneineeririe Services€ . 77-804 Wildcat Drive, Suite. C Palm Desert_ CA 92211 T: 760-360-5770 F: 760-360-571:9 END CORRECTION LIST, As farther. information.is-provided and reviewed, additional eorrec ions.. -may be requke.d, Residential Plan Check C6dection List Page 2 of 2'y i AJ Ortega From: John Thompson (jthompson@valuengr.com] Sent: Friday, August 22, 2008 8:07 AM To: AJ Ortega Subject: RE: City of La Quinta -.Plan Review �. Page 1 of 2 AJ, All structural plan check comments on plan check#08-1163 (44-755 Via Catalina) have been addressed adequately. Structural content is approvable: If you have any questions please call. Sincerely, . John W. Thoinpson, PE Young Engineering Services 77-804 Wildcat Drive, Suite C Palm Desert, CA 92211 T: 760.360.5770 F: 760.360.5719 From: AJ Ortega [mailto:Aortega@la-quinta.org] Sent: Thursday, August 21, 2008 8:38 AM To: John Thompson Subject: RE: City of La Quinta - Plan'Review Good Morning John, The engineer of record (Joseph Cicchini) has revised the calculations per your comments for the project at 44- 755 Via Catalina. I will fax over the submittal package this morning. Once again thank you for your effort in . expediting the review. AJ . -----Original Message ----- From: John Thompson [mailto:jthompson@valuengr.com] Sent: Wednesday, August 20, 20081:19. PM To: AJ Ortega Subject: RE: City of La Quinta - Plan Review Good Afternoon AJ, I have -looked at the calculations, partial plans, truss calculations and picture that you have sent over on this remodel. The following are some comments that I have for the Engineer of Record: 1. Revise roof live load to 20 psf. CBC Table 1607.1. 2. Include weight of the stuccoed soffit (10 psf) at the covered patio. Revise beam/post/pad calculations accordingly. 3. Provide post/multi stud calculation justifying the 2-2x4 can support the 7500# reaction from the new clear span beam. 4.. Specify reinforcing in new 2' -9°x2' -9"x12" footing. .8/22/2008 Page 2 of 2 If you have any questions please'feel free to call. Sincerely, John W. Thompson, PE Young Engineering Services 77-804 Wildcat Drive, Suite C Palm Desert, CA 92211 T: 760.360.5770 F: 760.360.5719 From: AJ Ortega (mailto:Aortega@la-quinta.org] Sent: Monday, August 18, 2008 3:41 PM To: jthompson@valuengr.com Subject: City of La Quinta - Plan Review Mr. Thompson, Good Afternoon, this is AJ from the Building Department. ' Last week we received.a call from a contractor requesting an inspection for a project that we had approved through plan check, he was requesting to use the existing 4x12 header. (Beam 6 — Attached Plan/Calculations) instead of the approved 4x14. The remodel plans submitted by the applicant show an approximate span of 16 feet with a 4x12 beam supported at each end and mid -span with a 4x4 post at approximately 6 feet on center with the trusses spanning over the opening to the patio beam. During our inspection is when it was noticed that the truss was bearing on the opening, so we requested a beam calculation justifying the•use of even the 4x14, let alone the existing 4x12. We also decided to pull the engineering package, since itis a tract product and available for review, and noticed the discrepancy between the remodel plan and the tract approved plan to be true. I have attached the original engineering, framing plan and truss calculations with the applicants remodel calculations for your review. The picture attached is the current condition the residence is in, the owners are home, that is the only reason we are looking fora response as soon as possible. The engineer also included a footing design for the additional point loads, but it has no."steel reinforcement? Are we looking for reinforcement? . e Thank you, Al Ortega , 760-777-7018 - 8/22/2008 i • Greg Yraver Construction Greg B Traver 42680 Virgina Ave. Palm Desert, CA 92211 c�11„v6 ����-