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06-3781 (AR)P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT �._ __ _ , Date: 12/15/06 Application Number: 06-00003781 Owner: Property Address: 52805 AVENIDA VALLEJO r SERRANO APN: 773-323-016-3 -000000- 52-805 AVENIDA VALLEJO Application description: ADDITION - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: COVE RESIDENTIAL Other struct info e D C d Application valuation: 20535 DECContractor: C 19 2006 Applicant: Architect or Engineer: Owner CITY OF LA QUINTA I -- _ -- -t -- FINANCE DEPT: I \ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: LicenseNo.:- -- -- --- -- - - -- - - Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason ate: �� CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of'perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: le ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NO Policy Number E FOOTAGE I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the La Code, I, shall fo thw' comp) with those provisions. ate: plicant: WARNING: FAILURE TO SECURE WORKERS COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, -the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and coun ordinances and stateJaws relating to building construction, and hereby authorize representatives of this c ty to enter upon th ove-mentioned property for inspection purp s. ate: fat -�f_ 0 gnature (Applicant or Agent): LQPERA-11T 1=1 LQPERMIT Application Number . . . . . 06700003781 Permit BUILDING PERMIT Additional desc . Permit Fee . . 216.00 Plan Check Fee 140.40 .Issue Date . . . Valuation 20535 Expiration Date 6/13/07 Qty Unit Charge -Per Extension BASE FEE 45.00 19.00 9.0000 ----------------------------- THOU BLDG 2,001-25,000 ----------------------------------------------- 171:00 Permit ELECT - ADD/ALT/REM - Additional desc .. . Permit Fee 27.57 Plan Check Fee 6..89 Issue Date . . . . Valuation . . . . 0 Expiration Date •6/13/07 Qty Unit Charge Per Extension BASE FEE .15.00 359.00 .0350. ------------------------------------.---------- ELEC NEW RES - 1 OR 2 ----------- FAMILY ------------------- 12.57 Permit MECHANICAL Additional desc . Permit Fee . . . . 24.00 Plan Check'Fee 6.00• Issue Date . . . . Valuation . . . . 0 Expiration Date 6/13/07 Qty . Unit Charge Per Extension BASE FEE 15-00 1.00 9.0000 EA MECH APPL REP/ALT/ADD 9.00 ---------------------------------------------------------------------------- Special Notes and Comments 359 SQ. FT. ADDITION. =------- -------------------------------------------------------------------- Other Fees . . . . . . . ENERGY REVIEW FEE 14.04 STRONG MOTION (SMI) - RES 2.05 Fee summary Charged Paid Credited ----- Due ----------------- Permit Fee Total 267.57 .00 .00 .267.57 Plan Check Total 153.29 .00 .00 153.29 Other Fee Total 16.09 .00 .00 16.09 Grand Total 436.95 .00 .00 436.95 LQPERMIT V Bin# y City of La Quinta Building u Safety.Division . P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # b�0 Project Address: 5 J Owner's Name: • �/ e r �,�f2� A. P. Number: Address: AC1,/7/del VZl Ile C-3 Legal Description: Contractor: I C7 City, ST, Zip:cc7 a Telephone: 3 Address: Project Description: City, ST, Zip: �f U F c% O/Z Telephone: 1 514 C7 State Lic. # : .Arch., Engr., Designer: CityLic. #: f a 161' Address: City, ST, Zip: Telephone: _ '] _ Construction Type: Occupancy: State Lic. #: Project type (circle one): New dd'n Alter Repair Demo Name of Contact Person: `[ S ,SGT' y%� 7 Sq. Ft.: # Stories: ' it Units: i Telephone # of Contact Person: p � p _ 0 s D . 66 stimated Value of Project. Z� �> l - 7 APPLICANT: DO NOT WRITE.BELOW THIS UNE # Submittal Req'd Rec'd TRACKING PERMIT FEES 2 Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Pian Check Balance Energy Cafes. Plans picked up Construction Flood plain plan Plans resubmitted�2 g p Mechanical Grading plan 2"1 Review, ready for correctio ss _ su Electrical Subcontactor List Called Contact Person 121�r Plumbing Grant Deed Plans picked up S.M.I. II.U.A. Approval Plans resubmitted Grading INHOUSE:- ''" Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person f A.I.P.P. Pub. Wks. Appr Date of permit issue 0 School Fees Total Perm' ees I Qj4231O(o — -_-7 00 0 O k C? vk� \1j_. 19114-12- 1116 JI—R /�� , S� — QT- 51.-W— otri-- 1-167e& -Z, • TITLE 24• REPORT" Title 24 Report for: .SZ Alberto Serrano 85-805 Avenida Vallejo La Quinta, CA 92253 r CII -Y,017 LA QUHi BUIUDING & SAFETY C` r APPROV".; FOR CONSTRUCT: DATF BY r Report Prepared By: Stephen R. Nieto South .West Concepts 78-120 Calle Estado, Ste# 206 ? La Quinta, CA 92253 A �. M0 Date: 09/28/2006 t CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 5) CF -IR Project Title SERRANO RESIDENCE Date 09/28/2006 Building Permit # Project Address 52-805 AVENIDA VALLEJO LA QUINTA, CA 92253 Joint Appendix IV Reference Plan Check / Date Documentation Author F3 SOUTH WEST CONCEPTS(760)564-4707 -Telephone • °•:', Field Check / Date Compliance Method (Prescriptive) PACKAGE D Climate Zone 15 Enforcement AgencyUse Only ® Alternative Component Package Method: (check one) C D V D (Alternative) • Package C and Package D choices require HERS rater field verification and/or diagnostic testing (see CF -1R page 3) For Package D Alternative see Appendix B Table 151-C Footnotes 7-14 GENERAL INFORMATION Total Conditioned Floor Area (CFA) 353 ft z Average Ceiling Height: 8'-0" ft Maximum Allowed West Facing Fenestration Products Per Table 151-B or 151-C.---- (5% X CFA) 17.7 ft ? Maximum Allowed Total Fenestration Products Per Table 151-B or 151-C ----(20% X CFA) 70.6 ft 2 ./ ❑ Building Type: (check one or more)/ Single Family Multifamily v/ Addition Alteration (If adding fenestration fill out WS -4R, Fenestration Maximum Allowed Area Worksheet and see Section 8.3.2 for Additions and 8.3.3 for Alterations.) Number of Stories: 1 Number of Dwelling Units: Floor Construction Type: lab aised Floor (circle one or both) Front Orientation: 315° North / South <EDWest / All Orientations (input front orientation in degrees from True North and circle one). •/ ❑ RADIANT BARRIER (required in climate zones 2, 4,L- 1_51 OPAQUE SURFACES INCLUDING OPAQUE DOORS Component Type (Wall, Roof, Floor, Slab Edge, Doors) Frame Type (Wood or Metal) Cavity Insulation R -Value Continuous Insulation R -Value Assembly U - factor (for wood, metal frame and mass assemblies Joint Appendix IV Reference Roof Radiant Barrier Installed Yes or No Location Comments (attic, garage, typical, etc. Wall 2X6 WOOD R-21 NONE 0,069 IV.9 NO LIVING ZONE Wall 2X4 WOOD R-13 W/ 1" EPS. NONE 0,069 IV.9NO LIVING ZONE Roof 2X6 WOOD R-38 INSUL. NONE 0.025 IV.1 YES LIVING ZONE Roof Floor Floor S a E ge 1) See Joint Appendix IV in Section IV1, IV.3 and IVA, which is the basis for the U -factor criterion. U -factors can not exceed prescriptive value to show equivalence to R -values. Residential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 5) CF -1R Project Title Date SERRANO RESIDENCE' 09/28/2006 FENESTRATION PRODUCTS - U -FACTOR AND SHGC ,v' ❑ FENESTRATION MAXIMUM ALLOWED AREA WORKSHEET WS -4R - must be included for New Construction, Additions and Alterations. 1 2 3 4 5 6 7 Fenestration #/Type/Pos. (Front, Left, Rear, Right, Skylight) Orien- tation, N, S, E, W' Area ft' U -factor' U -factor Source' SHGC° SHGC Sources Exterior Shading/Ovemangs6.7 ✓box if WS -3R is included Front EAST 10 SQ.FT. 0.57 116-A 0.40 116-B ❑ Front EAST 27 SQ.FT. 0.57 116-A 0.40 116-B ❑ Left SOUTH 50 SQ.FT. 0.57 116-A 0.40 116-B ❑ Rear WEST 30.9 SQ.FT. 0.57 116-A 0.40 116-B Rear WEST 20 SQ.FT. 0.57 116-A 0.40 116-B ❑ . Rear WEST 8.7 SQ.FT* 0.57 116-A 0.40 116-B ❑ Rear WEST 10.5 SQ.FT. 0.57 116-A 0.40 116-B ❑ 1) Skylights are now included in West -facing fenestration area if the skylights are tilted to the west or titled in any direction when the pitch is less than 1:12. See §151(f)3C and in Section 3.2.3 of the Residential Manual 2) Enter values in this column are either NFRC Rated value or from Standards default Table 116A. 3) Indicate source either from NFRC or Table 116A 4) Enter values in this column from NFRC or from Standards Default Table 116B or adjusted SHGC from WS -3R 5) Indicate source either from NFRC or Table I I6B. 6) Shading Devices are defined in Table 3-3 in the Residential Manual and see WS -3R to calculate Exterior Shading devices. 7) See Section 3.2.4 in the Residential Manual. HVAC SYSTEMS Heating Equipment Type and Capacity fumace, heat pump, boiler, etc. Minimum Distribution Efficiency Type and Location Duct or Piping Thermostat Configuration . AFUE or HSPF ducts attic etc. R -Value Type (split or package) EXISTING A.C. UNIT Cooling Equipment Type and Capacity Minimum (A/C, heat pump, evap. Efficiency cooling) SEER or EER Duct Location Duct Thermostat Configuration attic, etc. R -Value Type (split or package) EXISTING A.C. UNIT Residential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 5) CF -IR Project Title Date SERRANO RESIDENCE 09/28/2006 SEALED DUCTS and TXVs (or Alternative Measures) A signed CF -4R Form must be provided to the building department for each home for which the following. are required. 1 Eir Sealed Ducts all climate zones Installer testing and certification and HERS rater field verification required.) W TXVs, readily accessible (climate zones 2 and 8-15 only) Tank Capacity (gallons) Installer testing and certification and HERS Rater field verification required.) Standby' Loss % Refrigerant Charge (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater field ❑ verification required.) OR ❑ Alternative to Sealed Ducts and Refrigerant Charge /TXVs (See Package D Alternative Package Features for Project Climate Zone in the RM Appendix B Table 151-C, Footnotes 7-14. nR For additions and alterations, duct systems that are not documented to have been previously ❑ sealed as confirmed through field verification and diagnostic testing in accordance with procedures in the Residential ACM Manual and duct systems with more than 40 linear feet in unconditioned spaces shall meet the requirements -of Section 150(m) and duct insulation requirements of Package D. WATER HEATING SYSTEMS QvetPme ePrvino cinale dwellino units Water Heater Type/Fuel Type Check box if system meets criteria of a "Standard" system. Standard system is one gas-fired water heater per ❑ dwelling unit. If the water heater is a storage type, 50 gallons is the maximum capacity and recirculation system is Tank Capacity (gallons) not allowed. Standby' Loss % Check box when using Preapproved Alternative Water Heating table, Table 5-4 in Chapter 5 in the Residential ❑ Manual. No water heating calculations are required, and the system complies automatically. Check box if system does not meet criteria of "Standard" system, and does not comply with the Preapproved ❑ Alternative Water Heating table. In this case, the Performance Method must be used and must be included in the submittal. Check box to verify that a time control is required for a recirculating system pump for a system serving multiple ❑ units QvetPme ePrvino cinale dwellino units Water Heater Type/Fuel Type Distribution Tvpe Number in System Rated Input' (kW or Btu/hr) Tank Capacity (gallons) Energy Factor' or Thermal Efficient Standby' Loss % Tank External Insulation R -Value EXISTING W.H. Cvctem servina multiple dwelling units Water Heater Type Distribution Type Number in System Rated Input' (kW or Btu/hr) Tank Capacity (gallons) Energy Factor' orExternal Thermal Efficient Standby' Loss % Tank Insulation R -Value N/A 1) For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency, Thermal Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Thermal Efficiencies. Pipe Insulation (kitchen lines >_ 3/4 inches) All hot water pipes from the heating source to the kitchen fixtures that are 3/a inches or greater in diameter shall be thermally insulated as specified by Section 150 0) 2 A or 150 0) 2 B. Residential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 4 of 5) CF -1R Project Title Date 09/28/2006 SERRANO RESIDENCE SPECIAL FEATURES NOT REQUIRING HERS VERIFICATION (add extra sheets if necessary) Indicate which special features are part of this project. The list below only represents special features relevant to the prescriptive method. V/ Feature Required Forms if applicable) Description ❑ Metal Framed Walls CF -1R CF -6R part 6 of 12 ❑ Radiant Barriers CF -1R ❑ Exterior Shades WS -4R N/A; Attach CRRC Label to ❑ Cool Roof Forms Dedicated Hydronic Heating Performance Calculation ❑ System Required; Attach Run to Forms. Performance Calculation ❑ Combined Hydronic System Required; Attach Run to Forms. Performance Calculation ❑ Gas Cooling Required. ❑ Buried Ducts N/A; Indicate on building plans. See Section 5.6.2 Distribution ❑ Kitchen Pipe Insulation Systems in Residential Manual. See Table 5-13 or use ❑ Multiple Water Heaters Per Performance Calculation and Dwelling Unit attach Run to Forms. Central Water Heating System Performance Calculation and ❑ Serving Multiple Dwellings attach Run to Forms. ❑ Non-NAECA Large Water CFAR Heater See Table 5-13 or use ❑ Indirect Water Heater Performance Calculation and attach Run to Forms. See Table 5-13 or use ❑ Instantaneous Gas Water Heater Performance Calculation and attach Run to Forms. See Table 5-13 or use ❑ Solar Water Heating System Performance Calculation and attach Run to Forms. Performance Calculation and 1:1 Wood Stove Boiler attach Run to Forms. - T SPECIAL FEATURES REQUIRING HERS RATER VERIFICATION T„r;rntP to the HRRS Rater which credits are nart of this nroiect and need verification. / Feature Required Forms (if applicable) Description ❑ Duct Sealing CF -6R part 4 of 12 ❑ Refrigerant Charge CF -6R part 5 of 12 ❑ Thermostatic Expansion Valve CF -6R part 6 of 12 Residential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 5 of 5) CF -IR Project Title SERRANO RESIDENCE Date 09/28/2006 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 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 HERS rater. Designer or Owner(per Business and Professions Code Documentation Author Name: STEPHEN R. NIETO Name: STEPHEN R. NIETO Title/Firm: SOUTH WEST CONCEPTS Title/Firm: ' SOUTH WEST CONCEPTS. Address: 78-120 CALLE ESTADO, STE. 206 Address: 78-120 CALLE ESTADO, STE. 206 LA QUINTA, CA 92253 LA QUINTA, CA 92253 Telephone: (760)564-4707 Telephone: (760)564-4707 License M /4-C.523837 (signa re L I (date) (signa (da &) Enforcement Agency Name: Comments: Title Agency: Telephone: '(signature / stamp) date Residential Compliance Forms * April 2005 MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page 1 of 2) MF -IR Project Title SERRANO RESIDENCE Date 09/28/2006 Note: Low-rise 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 supersede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the fratures 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. Instructions: Check or initial applicable boxes when completed or check NA if not applicable. DESCRIPTION NA Designer Enforce - ment Building Envelope Measures: V11 V, V., * § 150(a): Minimum R-19 in wood frame ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ Gir El § 150(b): Loose fill insulation manufacturer's labeled R -Value: r t7o❑ ❑ * §150(c): Minimum R-13 wall insulation in wood framed walls or egtiivalent U -factor in metal frame walls (does not apply to exterior mass walls)r� ❑ t][! ❑ * §150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. t]o ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closeable 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. &r ❑ ❑ §150(0: Air retarding wrap installed to comply with § 151 meets requirements specified in the ACM Residential Manual. gr ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 9 ❑ ❑ § 150(1) : Slab edge insulation - water absorption rate for the insulation material alone without facings no greater than 0.3% water vapor performance rate no greater than 2.0perm/inch. �' ❑ ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF -6R Form: ❑ g ❑ § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ & ❑ 2. Fenestration products (except field -fabricated) have label with certified U -factor, certifies Solar Heat Gain Coefficient SHGC and infiltration certification. ❑ 3. Exterior doors and windows weather-stripped; all joints and penetrations caulked and sealed. ❑ r� l]0 ❑ Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ gr ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE. SMACNA or ACCA. ❑ gr ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ g El § 1500): Water system pipe and tank insulation and cooling systems like 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 system, 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. ❑ &r ❑ 3. The following piping is insulated according to Table 150 -AB 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. ❑ ❑ Residential Compliance Forms April 2005 r MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page 2 of 2) MF -IR Space Conditioning, Water Heating and Plumbing System Measures: (continued)Enforce- NA%40' Designer ment 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. El up fi ❑ 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. El � 2' ❑ * § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum 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 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 reater 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 ❑ gr ❑ unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft of automatic dampers. ❑ g ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated ❑ ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment r maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water ❑ ut7 ❑ retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. r I]t7 ❑ ❑ § 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 instuctions, 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. q!7 ❑ ❑ 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 Btu/hr) § 118(i): Cool Roof material meets specified criteria r� g ❑ ❑ Residential Lighting Measures: § 150(k)1: 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). Ballast for lamps 13 watts or greater ❑ 9 ❑ are electronic 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 § I50(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in § 130 (c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy ❑ qo ❑ 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) that does not turn on automatically or have an always ono tion. § 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 70ftl): OR are controlled by a dimmer switch OR are ❑ &r ❑ controlled by an occupant sensor that complies with Section I I9(d) that does not tum on automatically or have an always ono tion. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ &r ❑ certified airtight 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 lighting around swimming pools / water features or other ❑ ❑ Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119d: § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 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). Residential Compliance Forms April 2005 All Al � � OIs�JMJ 45175 Panorama Dr., Suite "E" Telephone (760) 340-5597 Palm Desert, CA 92260 Fax (760),340-1121 , Structural Calculation For Serrano Residence At 52 -805 -Avenida Vallejo La Quinta, CA, o� o �`� O ogo CI Q�pFESS/pN PSGH,q,QA��, U N0. C 67613 m * EXP. E C 07 Date: September 26, 2006 Design by: RA OF CPJ-� JN: 060918 Q M ars R R� in ce z •ZASHEET: 1112. SGS '�� , ° p� � e SUBJECT: ,,AS � •> OB NO: 0 600118 A DESIGN BY: F. A • STRUCTURAL CONSULANT DATE: a _ 25-04 LATERAL LOADS ANALYSIS AND LOAD CASES. " WIND: Wind speed = 80 mph. , Exposure c , Method' 2 q = Ce Cq Qs Iw = 1.06 x 1.30 x 16.4.x 1.00 = 22.60 psf SEISMIC: Closest Distance to fault > 10 K.m. Na = 1.0 Zone = 4 R = 4.50 Type of soil' SD Nv = 1.2 Zone =0.4 Ca = 0.44 (Na) = 0.44 (1.0) = 0.44 3.0 (Ca) W (3.0) (0.44) W Vult = _ = 0.293 W R 4.5 Vult Vws= =0.21 W ; 1.4 ALLOWABLE LOAD CASES: r. 1997 U.B.C. (12-7) D (12-8) D + L'(Lr or S)' (12-9) D + (W or E/1.4) (12-10) 0.913 +/- E/1.4 , '(12-11) D+0.75 [L+(Lror S) (W or E/1.4) a l Y CLIENT: Sef(bv10 R@5►tl�n�e . SUBJECT: 1 DESIGN BY: R. A . Roof Loads - Sloped STRUCTURAL CONSULANT DESIGN LOADS Clay Tile 12 psf. Framing 2.5 psf. sheathing (1/2" Cox) 1.5 psf Ceiling 2.5 psf. insulation 1.5 psf. Misc. 4.0 psf Total Dead Load 22 psf. Total live Load 16 psf Total Roof Load, 38 psf. Floor Loads Framing . . 3.5 psf. sheathing pw, Plywd) 2.5 psf Ceiling 2.5 psf." Lt. Wt. Conc./ Flooring 'Tile 15 psf. . Misc. 3.5 psf Total Dead Load 27 psf. Total live Load 40 psf. Total Floor Load 67 psf. Exterior Wall 7/8" Stucco 10.0 psf. Drywall 2.5 psf Studs 1.0 psf. Misc.-- 1.0 psf. Total Wall Weight 15.0 psf. SHEET: 2/t 2. JOB NO: ,0 6 oq i $ DATE: q - 25 - e 6 Roof Loads - Flat Roofing 6.0 psf. Framing 2.5 psf. sheathing (liz, cox) 1:5 psf Ceiling 2.5 psf. insulation 1.5 psf. Misc. 6.0 psf Total Dead Load 20 psf. Total live Load 20 psf Total Roof Load 40 psf. Deck Loads Framing 3.5 psf. sheathing (3/4" Plywd) 2.5.psf Ceiling 2.5 psf. Lt. Wt. Conc. 15 psf. Flooring Tile 10 psf Misc.. 3.5 psf Total Dead Load 37 psf. Total live Load 40 psf Total Load 77 psf. Interior Wall Insulation' 1.0 psf. Drywall 5.0 psf Studs 1.0 psf. Misc. ` 1.0 psf. Total Wall Weight 10.0 psf. CLIENT: 5e rruhoRe5��.e�n SHEET: 3 /12 SUBJECT: 5 PR JOB NO: A s' DESIGN BY: J?t4, STRUCTURAL CONSULANT DATE: 4-,25 _06 r ' Title: Alberto Serrano Residence Job # 060918 Dsgnr. R.A. Date: 10:58PM, , 25 SEP 06 ' ' Description : 52805 Avenida Vallejo ,' h L4 /I La Quinta, CA. i Scope: ASFR u ~ . "1 Rev: 580000, User: KW -0605737, Ver 5.8.0; 1-0ec-2003 ' Page 1 Sta eel Column + (01983-2003 ENERCALC Engineering Software ` ! serrano residence.ecm..Calwlations Description Steel Column Design General information ' Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section - TS5X5X3/8 Fy r 36.00 ksi *1 X -X Sidesway : Restrained W. ' Duration Factor" 11.330 Y -Y Sidesway : Restrained Column Height 8.000 ft 3 Elastic Modulus.. 29,000.00 ksi • •" End Fixity Fix -Free +' X -X Unbraced ; 8.000 ft Kxx '1.000 t Live & Short Term Loads Combined Y -Y Unbraced ' 8.000 It Kyy - i Loads -Axial Load... t- , Dead Load + '_ 1 0.80 k Ecc. for X -X Axis Moments 0.000 in Live Load 0.50 k . ' Ecc. for Y -Y Axis Moments_ 0.000 in _ if Short Term Load k Point lateral Loads... DL LL' ST Hei ht i Along Y -Y (strong axis moments) 1 1.300 k 8.000 ft'•S Along X -X (y moments) , ? k ft P Summary Column Design OK Section: TS5X5X3/8, Height = 8.00ft, Axial Loads: DL = 0.80, LL 0.50, ST = 0.00k,-' Ecc. = 0.000in'' 11 ' , Unbraced Lengths: X -X = 8.00ft, Y -Y =' j 8.00ft a Combined Stress Ratios ,• ' ' Dead LiveDL + LL ' DL + ST + (LL if Chosen) > AISC Formula H1 - 1 t u • AISC Formula H1 - 2 •� " AISC Formula H1 - 3 +0.0067_ -0.0042 0.0108- -. 0.4850 " XX Axis : Fa calc'd per Ea. E2-1, K*Ur < Cc YY Axis: Fa calc'd per Eq. E2-1 K*Ur < Cc Stresses Allowable 8 Actual Stresses sy _ Dead Live DL + LL DL + Short Fa: Allowable 18.21 ksi 18.21 ksi 18.21 ksi 24.22 ksi - fa : Actual 0.12 ksi 0.08 ksi 0.20 ksi 0.20 ksi + Fb:xx : Allow [F1-6) 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi ` > ' Fb:xx : Allow [F1-7] & [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi • fb : xx Actual 0.00 ksi 0 00 ksi d 0.00 ksi 13.70 ksi - " Fb:yy : Allow [F1-6] �• 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi Fb:yy : Allow [F1-7] & [F1-8] 21.60 ksi 21.60 ksi 21.60• ksi - 28.73 ksi- - fb : yy Actual ". 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values ' Fex: DL+LL •56,146 psi Cm:x DL+LL 0.60, Cb:x DL+LL 1.00-, Fey: DL+LL 56,146 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00.. F'ex : DL+LL+ST 74,674 psi Cm:x DC+LL+ST ` - .1.00 Cb:x DL+LL+ST 1.00 ' Fey: DL+LL+ST 74,674 psi z Cm:y : DL+LL+ST'` 0.60 , Cb:y DL+LL+ST 1.00 + Max X -X Axis Deflection - -0.580 in at 8.0001 ' Max Y -Y Axis Deflection ; ' 0.000 in at 0.000 It ,I Title : Alberto Serrano Residence Job # 060918; Dsgnr: R.A. Data: 10:58PM, 25 SEP 06 Description: 52805 Avenida Vallejo La Quinta, CA. Scope: ASFR Pale 2 Rev: 560000a' j I user: KW-0605737, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Steel, Coluft1 n Serrano re sidence.ecmCalwlations Description Steel Column Design Section Properties TSSXSX3/8 Depth 5.000 in Weight 22.35 #/ft Values for LRFD Design.... Thickness 0.375 in hoc 22.800 in4 J 38.200 n4, Width 5.000 in lyy 22.800 in4 0.00 Sxx. 9.110 in3 Zx 11.200 in3 Area 6.58 in2. Syy 9.110 in3 Zy 11,200 in3 Rt 2.500 in Rxx 1.860 in 0.000 Ryy. 1.860 in Section Type = TS-Square • • Title: Alberto Serrano Residence Job # 060918 Dsgnr. R.A. Date: 11:03PM, 25 SEP 06 Description : 52805 Avenida Vallejo La Quinta, CA. 7/� 2 Scope: ASFR Rev: 580000 Page 1 User: KW -0605737. Ver 5.8.0, 1 -Dec -2003 Pole Embedment in Soil (c)1983-2003 ENERCALC Engineering Software serrano residence.ecv.Calculations Description Flag Pole Footing For Support Steel Column General Information Max Passive Load duration factor Pole is Rectangular Width Restrained @ Surface Moments @ Surface... Point load Distributed load With Surface Restraint.. Req'd Depth Pressure @ Base... Actual Allowable Surface Restraint Force Code Ref: 1997 UBC section 290782, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 200.00 pcf Applied Loads... 1,500.00 psf Point Load 1,289.00 lbs 1.000 distance from base 8.000 ft 30.000 in Distributed Load 0.00 #/ft distance to top 0.000 ft distance to bottom 0.000 ft 10,312.00 ft-# 0.00 4.000 ft 792.28 psf 792.28 psf 4,415.21 lbs Total Moment Total Lateral 10,312.00 ft-# 1,289.00 lbs J. < Titie : Alberto Serrano Residence Job # 060918= Q ' Dsgnr: R.A.Date: 6:18PM, 26 SEP 06 (� Description :52805 Avenida! Vallejo La Quinta, CA. d, Scope: ASFR ° �- t r • Rev: 580000 Page 1 User. KW -0605737, Ver 5.8.0, 1 -Dec -2003 r ' General Timber -Beam } senano residence.ecw.Calculations (c)1983-2003 ENERCALC Engineering Software • Description HDR#1 General Information Code Ref: 1997 NDS; 2003 IBC, 2003 NFPA 5000: Base allowables are user defined c Section Name ' 6x6 r . Center Span 6.50 ft .....Lu 6.56. ft ° Beam Width 5.500 in Left Cantilever, ft .....Lu 0.00 ft Beam Depth' 5.500 in Right Cantilever ft ....Lu 0.00 ft Member Type, Sawn Douglas Fir, -.Larch; No.1 a Fb Base Allow 1,350.0 psi ' Load Dur. Factor 1.250 Fv Allow f , 170.0 psi'" r 'Beam End Fixity Pin -Pin Fc Allow 625.0 psi E t �t 1,600.0 ksi • , Full Length Uniform Loads Center DL 160.00 #/ft .•• LL ' { 160.00 #/ft Left Cantilever DL #/ft LL #/ft ` Right Cantilever DL f#/ft LL { #/ft Summary" , ; ► Beam Design OK Span= 6.50ft, Beam Width = 5.500in x Depth = 5.5in, Ends are Pin -Pin I Max Stress Ratio 0. 433:1 " ' Maximum Moment 1.7 k -ft Maximum Shear * .1 "5 1.3 k Allowable_ 3.9 k -ft ! Allowable 6.4 k Max. Positive Moment 1.69 k -ft at, 3.250 ft E 'Shear. .. '@ Left ~ ' 1.04k • Max. Negative Moment Max @ Left Support 0.00 k -ft k 0.00 k -ft at 0.0.00 ft ; ° @ Right Camber, @ Left 1.04 k , 0.000in Max @ Right Support 0.00 k -ft @ Center 0.079in Max. M allow 3«90 @ Right Reactions.'' 0.000 in fb 731.36 psi fv 44.56 psi Left DL " 10.52 k Max 1.04 k Fb 1,687.50 psi. Fv 212.50 psi Right DL' 0.52 k Max 1.04 k Deflections I '' Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.053 in -0.105 in Deflection 0.000 in 0.000 in . ..Location 3.250 ft 3.250 ft :..Length/Defl, 0.0 0.0 ...Length/Deft 1;480.9 740.47 - Right Cantilever... Camber ( using 1.5D.L. Defl )... Deflection 0.000 in 0.000 in • @ Center 0.079 in ...Length/Defl - 0.0 0.0 @ Left 0.000 in @ Right' 0.000 in ,. ' Stress Calcs Bending Analysis ` Ck 24.972 Le 11.900 ft • - Sxx 27.729 03 Area 30.250 int Cf 1.000 Rb 1'5.097. Cl 0.000 Max Moment Sxx Req'd '.I Allowable fb @ Center 1.69 k -ft "12.02 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 - 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 - 1,687.50 psi Shear At t • , �.s @ Left Support @ Right Support ,k s Design Shear 1.35 k 1.35 k I .• • , Area Required 6.343 in2 '6.343 int Fv: Allowable j 212.50 psi 212"50 psi Bearing @ Supports • Max. Left Reaction . Max. Right Reaction 1.04 k 1.04 k Bearing Length Req'd' . X0.303 in `• Bearing Length Req'd 0.303 in Title : Alberto Serrano Residence' Job # 060918 T " - Dsgnr: R.A. ` V5 Date: 7:46PM,.28 SEP 06 - Description : 52805 Avenida Vallejo' ' I La Quinta, CA. • Scope : ASFR ' W uses KBw-M05737, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software .' Serrano residence.emCalculations 'Description Beam#1 "„ , f General Information _ . Code Ref. 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name : 4x10 " Center Span 7.50 ft ...Lu * 7.50 ft Beam Width3.500 in Left Cantilever ft :....Lu 0.00 ft._ ' Beam Depth 9.250 in Right Cantilever ft .....Lu . 0.00 ft _ Member Type Sawn Douglas Fir - Larch, No.1 ' • „ Fb Base Allow '' 1,350.0 psi . Load Dur. Factor.' �• 1 11150, • Fv Allow 170.0 psi ' Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi' Full Length Uniform Loads # v Center,, • DL 384.00 #/ft LL 312.00 #/ft e Left,Cantilever. DL : _ #/ft- =' LL #/ft. Right Cantilever DL f #/ft LL #/ft' ,{ I Summary ' Beam Design OK Span= 7.50ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio ;, 0.713:1 '.. r Maximum Moment " 4.9 k -ft Maximum Shear " 1.5 3.1'k Allowable 6.9 k -ft Allowable 6.9 k Max. Positive Moment 4.89 k -ft at 3.750 ft Shear: @ Left 2.61 k vT Max. Negative Moment 0.00 k -ft at 7.500 ft I , @ Right' 2.61 k Max @ Left Support 0.00 k -ft . Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.111 in • Max. M a - allow 6.87 @ Right Reactions:. . 0.000 in fb 1,176.58 psi fv 96.74 psi Left DL 1.44 k Max ' _ 2.61 k Fb 1,650.65 psi Fv 212.50 psi Right DL'.. , 1.44 k - Max 2.61 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.074 in i -0.134 in Deflection, 0.000 in 0.000 in' ...Location" 4 3.750 ft 3.750 ft " :..Length/Defl 0.0 � 'J ...Length/Defl. 1,216.0 670.89 Right Cantilever... '` }0.0 'Camber ( using 1.5 " D.L. Defl) ... - ` Deflection 0.000 in ,. 0.000 in @ Center 0.111 in . .Length/Defl 0.0 0.0 @ Left 0.000 in .@ Right 0.000 in_ , Stress Calcs . Bending Analysis Ck 24.972 Le 314.457 ft Sxx 49.911 in3 ' Area - 32.375 int Cf. 1.000 Rb 11.4.48- ' Cl.�- 0.9.Z8.. , �Sxx Max Moment Rea'd Allowable.fb @ Center 4.89 k -ft • ' 35.58 in3) 1;650.65 psi @ Left Support 0.00 k -ft 0.00 in3 ,*I 1,687.50 psi ' @ Right Support . 0.00 k -ft' 0.00 in3 , 1,687.50 psi Shear Analysis @ Left Support. , @ Right Support' Design Shear 3.13 k r , , 3.13 k t . + Area Required ,14.739 int 14.739 int' Fv: Allowable • 212.50 psi' 212.50 psi Bearing@ Supports Max. Left Reaction 2.61 k -Bearing Length Req'd 1.193 in " Max. Right Reaction 2.61 k . Bearing Length Req'd 1:193 in, • 0 D 6 �-- FINISH GRADE i 1— CONTINUOUS FOOTING OR \ \� PATIO SLAB PER PLAN', I 2 "- STEEL BASE PLATE M 4— (3)#4 VERTICAL -BARS EA .: SIDE (8 TOTAL) 8i 5— #3 TIES AT 8" O.C. 6— STEEL COLUMN PER PLAN 3 7— (4) 1/2" x 12" ANCHOR BOLTS W/ LEVELING NUTS 8— 1 1 /2" DRYPACK ' iv 4 t 5 30 Inch, SO. i OLE FLAG P FOOTING DETAIL. CONNECTION' DETAIL 1- STEEL COLUMN PER PLAN 27 SIMPSON ECCLL , 3 1/4" FILLET WELD 4 --BM. PER PLAN Yahoo! Maps - La Quinta, CA 92253-5302 Page 1 of 1 Sign gn In , LOCAL New User? Sign Up Map! • Maps Yahoo! Maps.- La Quinta, CA 92253-5302 C Back to Map ADVERTI i 52805 Avenida Vallejo La Quinta, CA 92253-5302 ?' t a Frank Sinat OfFE T_lo ! RIL L_J U C' ntryiGlu 'Oi ar+ {i 'FR ir+�� i r FIK3 !~ TOCHANGE t � t � vley-Ln �Im� esert 2nd Av Avenue 42'►,._ _ SocserPaiiY, � y � A04t►Tlil . 11 Givr dent" � 43 er. ad Waring Oo 44th Av,e oG w C —� �km emi t Palrii_©ese.rt -� `I : Ali di'0 7 e India W,ells� 1L'a Ou7nta7 enuo 46_� rCahvr%!af o ' Para,�r e reg a rAvenue Q ; - r WITH LOST ` • a� venue V . o sots Aye c o _ ATH .N /M 2nd Av 74 r i La, i to '--- 4th Ave Gahurl a I 0 . R crPa on. ° Joaort_�! Area - 1 L d ' 2.0 km Ca flfa� 1 1.5 mi !02006 YAipo! 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