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SFD (0206-110)LICENSED CONTRACTOR 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 # Lic. Class Exp. Date �} 634.981 B 1/11ff Date/ �` ', r ? Signature of Contractor\^� - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors, to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner 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 & policy no. are:. Carrier STATZ FC3?�U Policy No. 154201-Ol (This section need not be completed if the permit valuation is for $100.00 or less). ( ) 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 thai if'l should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with%those provisions. Date: f Applicant ^ Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth onr his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property fogy inspection purposes. t �i Signature (Owner/Agent) ADate/ ti PERMIT# BUILDING PERMIT 11110 02065.110 Q DATE VALUATION 89'X¢.,m'o LOT 21 TRACT BLK I IJOB SITE ADDRESSBl^CY`C11,, iTSS iY 6•l�kf d.I�t �,� APN OWNER CONTRACTOR/DESIGNER/EN &NEER COR010m, COk014EL C-01415T%dT=014 POBOX 3r�*89 78.15-7 �C�.N1I.1%"wt'MV. FICIO I 6idSi;Na=) yyQo-�X LA QV.t1♦A 07A 9225.3 LAQUINTAi. CA 922y3r _ (76g)W-4604 CBLO 2,."61 USE OF PERMIT �1Tf�'�.t.,;L*'•��illtxf `i` Si�"I�%•�.�YC�' SFIJ - LOT 2I • SA PJ'A qE ASTER, PERMIT .` CIES NOT.INCLUDE P004 SPA OR DRWKWA'ti•APPROACH '1`UC T CONSTRUCTION OF PORCH/PATIO sr G ARAOUCARnORT &ISt,r10 OF K FT. WOOD I°M1.ErNICI✓ 200,00 LY E.71MAXY. PT) coyr OF 110I URRAXWL+P!:x ZY,ayf+a�' 7n10 CO n RUC TION F'XE 101-000-418.000 $594,50 PLAN CH.WK PEP, 101-000-439-318 WO -,12 PET DF -POSIT 101 -WO -439-318 •S.2.01011 MECHANICAL PEE 101-000-421-00I $50.00 ELECTRIC&L 11W 101.OW420x000 $WA PLE,MI M70N'im. 201-000.419-000 3I;0.73 aTRONO MOTION F'EF. - RUID' 101.000.24 -t -CM t3:RA:t-s3'NO FEE 103 -00Ci �i23-CItIi3 $xsa.V t? , DWELf'iPE11.IMPACT FEE I`RPfiI L I�Y.r�t( 101-.00 D-44.1.345 6,C1ii,fff2 ,w 8UB-T0TAtX0), CTRUC1iCY AND PLAN CHE ''K S3,923.74 3 PR&PAM. s il-V..3U.00 - �a DFJUN kn4J']t�.7dl:.L�hS.d1'a6CA�S401aPS 7.�iJ ^E;NOW We3676,74 i 2001 , WY OF LAQUiNTA 4 FINMCEDEPT. RECEIPT DATE a DA FI D INS/PETOR INSPECTION RECORD -- OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap ? Z.p F.A.U. Framing . y ,v Z Compressor Insulation .p Z Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath . pAt Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection �� , 0-1— Encapsulation Gas Piping Gas Test aZi2� O Z Appliances Final Final Utility Notice (Gas) " ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power, p 2 Final Utility Notice (Perm) COMMENTS: 4 P.O. BOX 1504 Building_ . CALLTAMPIO Address LA QUINTA, CALIFORNIA 92253 Owner ,- 1 Mailing Address City Zip Tel. J.f��h COactor nO - J r. t\ C-1, __Sl Address City Zipq Tel State Lic. City & Classif. L3�AC1001 9c) " Lic. # Arch., Engr., Designer Address Tel. City — IZip IStae LictIII LICENSED CONTRACTO S DECLARATION I ere ffirm that 1 am licensed under p vi ons of Chapter 9 (commencing\ lith Section effec vislorr3lof the Busiadk3�ap d Pr es ons Code, and my license Is In ( rc�d �WemptBUILDER DECLARATION 1 hereby eflir that I exempt from the Contractor's License Law for the following reason: (Sec. 703 .S,Bus ass and Professions Code: Any city or county which requires e permit to construct, Ite Improve, demolish, or repair any structure, prior to its Issuance also requires the applicant or such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code. or that. he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars (8500). U1 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. 11, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or Improve for the purpose of sale.) 1 1 I, as owner of the properly, am exclusively contracting with Ilcensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) I l I am exempt under Sec. B. & P.C. for this reason Dale Owner WORKERS' COMPENSATION DECLARATION I herebyaffirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No.Company (7 Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the permit Is for one hundred dollars ($100) valuation or less.) I certify that in the performance of lhp work. for which this permit is Issued, 1 shall not employ any ppeon In any manner so as to become subject to the Workers' Compensation Laws of Call fornirsa. Date_ Owner NOTICE TO APPLICANT., It, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I -have read this application and state that the above Information Is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of aOplicant Date Mailing Address City, State, Zlp \`0 APPLICATION ONLY a° LDING: TYPE'CONST. OCC. GRP. �''7-7 . Number 1 1 "\SD —0 C3J o� _ al Description\1 \off . aN \. l T ject Description's- V: - Sq. Ft. No. 1 No. Dw. Size 1�� Stories Units New ID Add O Alter ❑ Repair 0 Demolition 0 1 Estimated Valuation PERMIT AMOUNT 4-3 Plan Chk. Dep. 2 SO Plan Chk. Bal. Const. Mech. _ Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS _ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: ' Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 Date 6/18/02 No. 23308 CERTIFICATE OF COMPLIANCE APN # Jurisdiction La Quinta owner NameCoronel Enterprises No. 51840 city La Quinta Street Avenida Mendoza zip 92253 � �y�FlEbsc�O BERMUDA OUNES N RANCHO MIRAGE Y INDIAN WELLS b d� PALM DESERT LA QUINTA Q INDIO .y�. 773-182-004 Permit # 0206-110 Log # Study Area Tract # BLK 119 Lot # 21 Square Footage 1421 Type of Development Single Family Residence Comments No. of Units 1 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.14 X 1,421 or $ 3,040.94 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued Fees Paid By CC VIB - Ish Coronel Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Crystal Scott Payment Received Check No. Signature Telephone 760/564-4604 ,ter $3,;040.94 267183 VOTICE: Pursuant to Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to :ollect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting Certificate o*f Occupancy City of La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: 51-840 AVENIDA MENDOZA Use Classification: SFD Bldg. Permit No.: 0206-110 Occupancy Group: R3 Type of Construction: VN Land Use Zone: RC Owner of Building: CORONEL ENTERPRISES . Address: 78-150 CALLE TAMPICO SUITE#230 City: LA QUINTA CA 92253 By: KIRK KIRKLAND Date: 08-28-02 LIBERTY.v4v ESCROW INC. 901 E. Tehqultz Canyon Way, Sults A-101 Palm Springs, CA 82282 (760) 322-2060 FAX; (760) 322.2167 MASTER FINAL SETTLEMENT STATEMENT SELLER: Kurt Boohner, Trusteo of of the Women's Medical Group of the Desert, Ino., POnalon Plan and Trust BUYER: Michelle R. Elohstedt II�� Property Address: vacant lot - APN 773-182-004, BELLER DEDZT'S CRapITS CON9IDEXATXON $ S 60,000.00 Total Conaideration aaah Deposit Cash Deposit Cash Deposit 1,000.00 Pre-release per instructions 5,000,00 Pre-release per inetructions 34,085,95 40,065.95 CLOSING DATE: April 12, 2002 ESCROW NO.; 08362 -MS BUYER DEBITS CREDITS $ 40,000.00 $ 1,000.00 6,000.00 35,461.00 PRORATIONS AND AD.7USTM'ENT9 85.95 Taxes at 195.69/6 85.95 mo. from 06/12/02 to 07/01/02 ESCROW TO LIBERTY 35CROW, INC. Escrow Pee 660.00 Drawing Grant Deed 68.00 Drawing Quitclaim 66.00 Deed TITLX TO ORANGE COAST TITLE COMPANY OWnez6 Title Policy 395,00 Fee RECORDING CHARGES TO ORANGE COAST TITLE COMPANY Recording Grant Dee4 27.00 Recording Quitolainl 30.00 Deed TAX CHARGES TO ORANGE COAST TITLE COMPANY Documentary Tranpfer 66.00 Tax NE¢' PROC3=3 R9PVND 89.06 40,085-95 .TOTALS 41,461.00 41,461,00 RC DISTRICT - PLANNING REVIEW FORM This form is to be used by CDD staff for review of single family dwellings in the RC (Cove Residential) District per Section 9.50.090 of the Zoning Code. Its purpose is to determine: 1) that the proposed house design does not duplicate the same architectural style of any house within 200 feet of the applicant, and/or 2) if there is a need for the applicant to file for Master Design Guidelines. If the applicant does need to file a Master Design Guideline, please transmitted this information to the Building and Safety Department as part of your correction list. Please attach additional explanations as necessary. APPLICANT Coronel Construction SITE ADDRESS 51-840 Avenida Mendoza APN 773 - 182 - 004 CASE NO.: 2.002-656 LEGAL:. LOT 21 BLOCK 119 UNIT Z S.C.@V.L.Q. CHECK AND APPROVED BY: Wally Nesbit DATE: Inform the assigned Building plan checker upon your assignment to this case. The CDD Executive Secretary maintains a log book to track applications and assign case numbers. REQUIRED ITEM Y N COMMENT/CORRECTION Verify legal and APN informations i"t fry o Consistent with MDG on file las applicable N(� MDG filing required (5 filings since 9/3/98) J N(� Architectural variety within 200 feet of the surrounding area: Colors Materials Architectural design features Approved bX; Other Requirements: E3 Planning Com O City Council Community De Initials Case No. a Exhibit ilsslan i. De - 20o ------ ---- Y AUG -24-2002 06:56 AM P.03 INSTALLATION CERTIFICATF r,U cn DUCT LEAKAGE AND DESIGN DIAGNOSTICS QUCT_LEAKAGE REDUCTION N:�•s�urtz:,�tnn'fcst Results (CFM @ 25 PA) 'fest Leakage (CFM) Flo is C'-1Irulated as 400 cfndton x number of tons, or as 21.7 x Heating Capacity �7 in Thousands of Btu/tu, enter calculated value hereLJ u� If fan flow is measured, enter measured value here Leakage Fraction = Test Leakage/(Measured or Calculated Fan Flow) = Pass if leakage fraction 5 0.06— ❑ ❑ For AEROSOL 'TYPE SEALANTS ONLY - The following diagnostic testing was Pass Fail completed: Duct Fan Pressurization at rough -in measured leakage (CFM) CHECK AFTER FINISHING WALL; ❑ Y'rs ❑ No ❑ Pressure pan test or House pressurization test ❑ Yes ❑ No 0 Visual Inspection of Duct Connections ❑ ❑ Pass Fail ''THERMOSTATIC EXPANSION VALVE (TXV) VLJ �'es ❑ No Thermostatic Expansion Valve (or Commission approved equivalent) is installed and Access is provided for inspection ❑ Yes is a pass Pass Fail CI DUCT DESIGN ❑ Yes ❑ No ACOA Manual D Design calculations have been completed, Duct Design is on the plans and duct installation matches plans. ❑ -' TXV is installed or Fan flow has been verified. If no TXV, Yes ❑ No � verified fan flow matches design from CF - IR. Measured Fan Flow = Yes for both 1 and 2 is a Pass Pass Fail P I. the under5i6mcd, verify that the above diagnostic test results and the work I performed associated with the iesr(s) is in i onfurmante with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the C'F•6R il�.Wekl by :he builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.) ., <:'O I'crfurrneci d' .,17arure, Date v Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) Building Department HERS Provider (if applicable) Bu.i;ding Owner at Occupancy TITLE 24 REPORT Title 24 Report for: Plan Standard Santa Fe Gas Furnace/Elec Condenser - HVAC La Quinta, Ca. 92253 Project Designer: Coronel Construction P. 0. Box 389 La Quinta, Ca. 92253 760-564-3604 Report Prepared By: Jack LaFontaine Energy Management Service 41- 485 Adams Street, Unit C Bermuda Dunes, CA 92201 760-360-4631 CITY OF LA QUINTA BUILDING & SAFETY DEPT. Job Number: APPROVED 9/30/01 ' FOR CONSTRUCTION { DATE �3 OL. By 5-7 - Date: - o 9/30/2001 n The EnergyPro computer program -has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. EnerovPro 3.1 By EnergySoft Job Number. 9/30/01 User Number. 5021 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Plan Standard Santa Fe 9/30/2001 Date Project Title Gas Furnace/Elec Condenser - HVAC La Quinta =Permit#Project AddressEnergy Management Service 760-360-4631 Documentation Author Telephone 15 Computer Performance enc Enforcement A Use Only Compliance Method (Package or Computer) Climate Zone Agency y GENERAL INFORMATION Total Conditioned Floor Area: 1,421 ftp Total Conditioned Slab Area: 1,421 ft2 Average Ceiling Height: 9.0 ft Building Type: (check one or more) ® Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Ebsting Building ❑ Multi -Family ❑ E)osting Plus Addition Front Orientation: All Four Orientations Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 Raised Floor Component Const. Frame Assembly Location/Comments TVDe U -Value (attic, garage, typical, etc.) R-30 Roof (R 30 2x12 16) Wood 0.034 Exterior Roof Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation Slab On Grade n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation R-13 Wall (W.13.2x4.16) Wood 0.088 Exterior Wall Solid Wood Door None 0.387 Exterior Door Fenestration 0.40 0.40 0.40 0.40 Exterior Shading Bug Screen Bug Screen Bug Screen Bug Screen Overhang Side Fins Yes / No Yes / No ❑ 0 FENESTRATION x❑ El Type Orientation Area (SF) U -Factor Front 25.0 0.65 Left 25.7 0.65 Rear 60.0 0.65 Right 39.0 0.65 Fenestration 0.40 0.40 0.40 0.40 Exterior Shading Bug Screen Bug Screen Bug Screen Bug Screen Overhang Side Fins Yes / No Yes / No ❑ 0 ❑ x❑ El 11 191 ❑ 0 ❑ FRI El El El EJ El F1 F1 ❑ ❑ ❑ ❑ El El Q El ❑❑ El El ❑❑ El 1-1 F1 F1 El El F1 El El 0 of Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Plan Standard Santa Fe Date 9/30/2001 Project Title HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution . Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Cpntral Furnace 80%AFUE Ducts in Attic - - 42 Sethack over Suctem Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Thermostat Location / Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4-2 Sethack HVAC' Sustem WATER HEATING SYSTEMS Rated 1 Tank Energy Fact 1 External Water Heater Water Heater Distribution # in Input Btu/hr Cap. or Recovery Standby Tank Insul. (gal) Efficiency Loss (a/a) R -Value System Name Type Type Syst. A C) S 1jb ES_G-4n-222 Small Gas Standard 32.000 _ 40_ 0-5F n/a 12 1 For small gas storage (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 and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance 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 Ire spo ' ility. When this cgrtifi a of complia Ls submitted for a single building plan to be built in multiple orientations, any shading featuiP. is v ied is indicated in a Special Features/R rks section. Designercaner (per si es Professions Code) Documentation Author Name: Name: Jack LaFontaine Title/Firm:oner C str on Title/Firm: Ener Mana ent Service Address:. Bo 38s Address: 41 485 Ados treet Unit C -- ---- Tel ne: Asa564-s6oa T c. #: (signature) Enforcem n ency Name: Title/Firm: Address: Telephone: EneravPro 3.1 By EnefgySo User Number: 5021 (date) Job Number: 9/30/01 o -C,1 (date) of 14 Certificate of Compliance: Residential ndum) CF -1 R Plan Standard Santa Fe 9/30/2001 Date Project Title Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local t b ''din or design that otherwise complies enforcement agency determines the adequacy of the justification, and may ruse a w g based on the adequacy of the special justification and documentation submitted. Plan Field The DHW System "A.O.Smdh FSG -40-222" Energy Factor = 0.560. An EF below 0.58 requires an R-12 Extemal Blanket. The HVAC System "HVAC Sustem" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 965 sgft Covered Slab Floor, 3.50" thick at Mechanical - One Zone HIGH MASS Design(see C -2R) - Verify Thermal Mass: 456 sqft Exposed Slab Floor, 3.50" thick at Mechanical - One Zone The HVAC System "HVAC Sustem" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC Sustem" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. HERS Required Verification —ne _4-.-A- •hu--micinn of a CEC approved HERS These features must be confirmed anp/or tested oy d cxnnnsu n- .aac. w....v. ... ..r-. -'- - provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. Plan Field The HVAC System "HVAC Sustem" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC Sustem" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' 5of14 Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. ESCRIPTION Instructions: Check or initial applicable boxes or enter WA if not applicable. I DESIGNER uilding Envelope Measures ',]41150(a): Minimum R-19 ceiling insulation in wood frame assembly, or equivalent U -value. §150(b): Loose fill insulation manufacturer's labeled R -Value. J.§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). '§ 150(d): Minimum R-13 raised floor insulation in framed floors. § 150(1): Slab edge insulation - water absorption rate <= 0.3%, water vapor transmission rate <= 2.0 perm/inch. f; §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiflration Controls 1. 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, certified SHGC, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have closable doors, outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed. pace Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.58 energy factor shall be externally wrapped with R-12. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R-16 combined intemal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. §150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed in conditioned space. Openings shall be sealed with mastic, tape aerosol sealant or other duct- closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh tape or tape shall be used. Building cavities shall not be used for conveying conditioned air. 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 drawbands. 2. Exhaust fans systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated damper §114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof instructions, no electric resistance heating, no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. __J § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously buming pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures 7 §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. EnergvPro 3.1 By EnergySoft User Number: 5021 Job Number 9/30/01' Page:6 of 14 Computer'Methold Summary (Part 1 of 3) C -2R Plan Standard Santa Fe 9/30/2001 Project Title Date Gas Furnace/Elec Condenser - HVAC La Quinta Project Address Building Permit # Energy Management Service 760-360-4631 Documentation Author Telephone Plan Check/Date Computer Performance 15 Field Check/Date Compliance Method (Package or Computer) Cimate Zone Source Energy Standard Use (kBtulsf-yr) Design Facing North Margin ❑❑ Facing East Margin Facing South Margin Facing West Margin 3.60 0.05 3.83 -0.18 3.80 -0.15 3.62 0.04 Space Heating 3.66 Space Cooling 41.15 36.09 5.06 36.07 5.08 35.88 5.26 36.52 4.63 Domestic Hot Water 16.37 15.25 1.12 EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' Page:7 of 14 15.25 1.121 1 15.25 1.12 15.25 1.12 7 Totals 7 BUILDING COMPLIES This C -2R summarizes the results of a four cardinal orientation analysis. The pages that follow describe the front facing North occurence. This plan has been analyzed with identical features in all orientations. GENERAL INFORMATION Conditioned Floor Area: 1,421 Floor Construction Type: OX Slab Floor Building Type: Single Fam Detached ❑ Raised Floor Building Front Orientation: All Four Orientations Number of Dwelling Units: 1.00 Total Conditioned Volume: 12,789 Number of Stories Slab Floor Area: 1,421 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area HVAC: Sustem 149 _ 12 78 - _ 1 00 rnndHinnpd SPthnnk _2 _n/a OPAQUE SURFACES Type Area U -Val Solar Act. Gains Azm. Tilt Y / N Form 3 Reference Location / Comments Roof 1 421 0.034 0 _o Wal)_ 318 0.088 0 M Dnnr 20 0 387 _0 90 nnnr 17 0.387 0 90 Wall 284 0 088 90 90 Wall 132 0 088 _ 90 go Wall 244 0.088 _ 180 90 Wall 207 0.088 _ 270 90❑ Wall 172 0 088 270 A0 ❑❑ R-30 Roof (R 30 2x1216) WhnlP Ho vsP R-13 Wall (W 13 2x4 18) Whnle Hntjca Snlid Wnod Dnnr Whnle Hntise Solid WrM Dnor Whole House R-13 Wall 0&132x416) Wholp House R_13 Wall CW 13 2Y4 181 Whole HniiaP R-13 Wall (W 132x4.16) Whnle Hnuse R-13 Wall (W 132x4.18) Whole House R-13 Wall (W 13 2Y4 18) WhnlP Hrnise EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' Page:7 of 14 Computer Method Summary (Part 2 of 3) C -2R Plan Standard Santa Fe 9/30/2001 Project Title Date FENESTRATION SURFACES # Type Area U- Factor SHGC Act. Glazing Type Azm. Tift Location/ Comments _L Windrnnr—Ewnt (b oNt) —25.0- Q_650. 0 40 Q_ _9D Double_C1ear_nefault -Za ole_l louse - 2 Window Left (East) 16.7 0.650 0.40 90 90 Fr Door DP Clear Default Whole House 3 Window Left (East) 9.0 0.650 0.40 90 90 Double Clear Defauft Whole House 4 Window Rear (South) 4.0 0.650 0.40 180 90 Double Clear Default Whole House -• 5 Window Rear (South) 40.0 0.650 0.40 180 90 Sldg Glass Doors Defauft Whole House 6 Window Rear (,South): 16.0 0.650 0.40 180 90 Double Clear Defauft Whole House Z Wkdgw Right (West) 3.0 0,650 0.40 270 90 LDefsault Whole House 8 Window Right (West) 16.0 0.650 0.40 270 90 Double Clear Default Whole House 6 Window Right—(Vest) M-0- Q�e0- 0.40 —27-0_ --9Q 2ou�e-C De ult Whple�2use INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd Len Hgt LExt REA. Dist. Len. Hgt. Dist. Len. Hg_t. 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 — EnemyPro 3.1 Rv FnornvCnft User Number. 5021 Job Number. 9/30/01' Page:8 of 14 Computer Method Summary (Part 3 of 3) C -2R Plan Standard Santa Fe 9/30/2001 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments Concrete, Heavyweight 965 3_50 _28 -0.9.8. n/a —2 -Wbol Ho .c /slab on Grade Concrete, Heavyweight 456 3_50 28 0_98 n/a 0 Whole House / Slab on Grade PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments _$jab PeAmeter —Ito -0- U- ---Q y�hole�iou�P ----- Slab-Berimeter .6 O.Z6 —0-0 --0 WAote-1iause - --- HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Ce0tr I Furnace 803LAEUE- 2 ----Se14a;k—_ .li�A�Sestem Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments _ Split Air C nditioner 1? Q_$ EER Duds in Attic 4.2_ --S-etbach — k-iYACaUWe WATER HEATING SYSTEMS1 1 Rated Tank Energy Fact. 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Stand byy R -Value System Name Type Type Syst. (Btu/hr)(gal) Efficiency Loss (°/a) Ext. A.O.Smith FSG -40-222 Small Czar Standard 40 Q.56— n/a 12 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. Computer Method Summary (Addendum) C -2R Plan Standard Santa Fe 9/30/2001 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement aaencv determines the adenuacv of the justification. and may refect a building or design that otherwise complies )ased on the adequacy of the special justification and documentation submitted. IPlan Field The DHW Svstem "A.O.Smith FSG -40-222" Energv Factor = 0.560. An EF below 0.58 requires an R-12 EAernal Blanket. The HVAC System "HVAC Sustem" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 965 sqft Covered Slab Floor, 3.50" thick at Mechanical - One Zone HIGH MASS Design(see C -2R) - Verify Thermal Mass: 456 sgft Exposed Slab Floor, 3.50" thick at Mechanical - One Zone HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. Plan Field The HVAC System "HVAC Sustem" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC Sustem" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. I EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' Page: 10 of 14 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Plan Standard Santa Fe 9/30/2001 SYSTEM NAME FLOOR AREA HVAC Sustem 1,421 SYSTEM LOAD uursiae Eur tcrrrusgrq u.uul Note: values above given at ARI conditions (EATING SYSTEM PSYCHROMETRICS 26.0°F 66.9°F 66.9°F -01 Outside Air O 0 cfm 66.9 °F Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM I Sensiblel Latent I I CFM I Sensible 697 13,013 0 516 19,373 0 651 969 0 0 0 0 0 0 0 0 0 651 969 14,315 OI 21,310 H4DH024/P3HUA08LO32 U&H 16,243 4,687 32,000 Total Adjusted System Output6,243 4,687 32,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am ..... Temneratures at Time of Heating Peak% 104.4 OF Supply Fan Heating Coil 800 cfm k Return Air Ducts `S Supply Air Ducts 103.3°F ROOMS! 68.0 OF I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 11.0 / 77.6 OF Outside A 0 cfm J 78.8 / 65.1 ° F 3.1 78.8/65.1°F 78.8/65.1°F 59.7/58.6°F O ~i Supply Fan Cooling Coil 800 cfm User Number. 5021 Return Air Ducts Job Number. 9/30/01 Supply Air Ducts 60.5/58.8°F 49.6% R.H. ROOMS 78.0 / 64.8 OF 1 e:11 of 14 FROOM LOAD SUMMARY PROJECT NAME Plan Standard Santa Fe DATE 9/30/2001 SYSTEM NAME HVAC Sustem FLOOR AREA 1,421 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Whole House Mechanical - One Zone 1 697 13,013 0 697 13,013 0 516 19,373 PAGE TOTAL 1 697 13,013 0 516 19,373 TOTAL 1 697 13,013 O]F 516 19,373 EnergyPro 3.1 By Energysoft User Number: 5021 Job Number: 9/30/01' Page: 12 of 14 ROAM HEATING PEAK LOADS 7 Conduction Items shown with an asterisk (•r) denote conduction through an interior surface to another room. Page Total: 19,373 Infiltration: 1.00 x 1.064 x 1 421 x 9.00 x 6] x 42 = 0 chedule Ai►Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 19,373 EnergyPro 3.1 By EnergySoft User Number. 5021 Job Number: 9/30/01' Page: 13 of 14 Area 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 U -Value 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 QT of = = = = = = = = = = = = = = = = = = = = = Btu/hr 1421.0 0.0341 42.0 2,032 perimeter= 171.0 44.5 7,610 1,358.1 0.0885 42.0 5,047 93.0 0.6500 42.0 2,539 36.7 0.3872 42.0 597 16.7 0.6500 42.0 456 40.0 0.6500 42.0 1,092 Items shown with an asterisk (•r) denote conduction through an interior surface to another room. Page Total: 19,373 Infiltration: 1.00 x 1.064 x 1 421 x 9.00 x 6] x 42 = 0 chedule Ai►Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 19,373 EnergyPro 3.1 By EnergySoft User Number. 5021 Job Number: 9/30/01' Page: 13 of 14 RESIDENTIAL ROOM COOLING LOAD SUMMARY Plan Standard Santa Fe 9/30/2001 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction -30 Roof (R.30.2x12.1 -13 Wall (W.13.2x4.- Area U -Value Mechanical - One Zone 78°F 112°F 34°F DETD 1 X 51.0 X 30.6 X 34.0 X 30.6 X 34.0 X 34.0 X X X Btu/hr 2,468 3,677 2,055 435 369 884 1. Design Equivalent Temperature Difference (DETD) Page Total 9 888 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr Window #1 5050 XO HS (North) Frenrh Door Wd 2668 (East) Window #3 3030 XO HS Window #8 4010 XO HS (East) South Sldg Glass Dr #6 6068 (South) Window #5 4040 XO HS South Window #4 3010 XO HS (West) Window #5 4040 XO HS Window #2 5040 XO HS est est ( 0.0 X X X x X X x x x 1 + + + + + + + + + + 25.0 X x X x x x X X x x 15) X x x X x x X X x )x 0.44 = = = = = = = = __ = 167 ( 0.0 1 16.7 73) 0.44 543 ( 0.0 1 9.0 73) 0.44 293 (-0.0 1 4.0 32) 0.44 57 ( 0.0 1 40.0 32) 0.445 570 ( 0.0 1 16.0 32) 0.445 22E�J ( 0.0 1 3.0 73) 0.445 98 ( 0.0 1 16.0 73) 0.445 520 ( 0.0x 1 20.0 7) 0.445 650 ( Sched.Page Total 3,125 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 1,421 x 0.000 Watts/sqft x 3.4 . 13 Btuh/Watt = 0 Occupants 1.00 X 1,421 x Btuh/OCC. / 20.0 sgft/Occ. = 0 Receptacle 1.00 x 1.42 x 0.0 Watts/sgft x 3.413 Btuh/Watt = 0 Process 1.00 x 1,42 x 0.00 Watts/sgft x 3.4133 Btuh/Watt = ��0�� Infiltration: �� x � x x 9D9 x o_oo / 60] L 39J = ==0 Schedule Air Sensible Area Ceiling Height ACH LST Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,013 Sched. Latent Gain Frac. Area Heat Gain etumr Occupants 1.00 x 1 421 x 0 Btuh/OCC. / 20 0 sgft/OCc. = 0 Receptacle 1.00 X 1 21 X 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Process 1.00 x 1 4 X 0.000 Watts/sgft x 3.41 Btuh/Watt = 00j Infiltration: 1.00 X 4 77 X 1 42 x 9.00 x 0.00 / 60] 0.00000 = L� chedule Air Latent Area Ceiling Height ACH DW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 0 EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' Page:14 of 14 t-IIiT us Systems International, LLC. Truss Engineering & Layouts 8M01'CO[O l Const. 166 Santa Fe Job #,'A3035K20 1276 N. Palm Canyon Dr., Suite 109- Palm Springs, CA 92262 Offices 760-39 6-269 6 Fax les C> 1 8-2605 c In 0 Do� n Zf?° ��O -n (n �0D� c Cm0 ni M C 0 Z. 'U t-IIiT us Systems International, LLC. Truss Engineering & Layouts 8M01'CO[O l Const. 166 Santa Fe Job #,'A3035K20 1276 N. 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Tue Oct 09 10:34:52 2001 Page 1 6-6-13 12-10-2 19-4-15 6-6-13 6-3-5 6--13 Scat. •use ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0.3sFI-2 �+ -------- -- 54 = 4 8I 2M It zxa II z r n 'b _ 8 gra 11' -----------j--------------------------------------------------------------------------------------------------------------------------------------------------------------r--------------_ 7 e axe = axa = It - -01'-5 6.6-13 4 12-10-2 19-4-15 0-1-5 6-6.13 6-3-5 6-6-13 Plate Offsets :0.4-0 0.3-09 0-4-80-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.08 7.8 >999 M20 169/123 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.15 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.04 5 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdefl = 360 Weight 76 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 5-8-9 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 WW Std *Except* WEBS 1 Row at midpt 2-9 4-7 2 X 4 SPF 165OF 1.5E REACTIONS (lb/size) 10=707/0-3-8,5=707/0-3-8 ., FORCES (lb) - First Load Case Only TOP CHORD 1-2--7.2-3---1268.3-4---1270 BOT CHORD 8.9=1355, 75=1355, 6.7=0, 55=0 WEBS 2-8--92.3-7=-419.9-10=-707.1-9=-158.2-7=.100. 4-7=1377.4-5=-669,4-11=0, 2-9=-1448 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 2) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 3) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard •C 5297 `>�F OF CA��O Job Truss Truss TypeOty Ply , R10238 S02 SLOPING FLAT 1 1 SOUTHWESTERN (optional) IntelliTruss Sy`tems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Tue Oct 09 10:33:40 2001 Page 1 -0-0 4-6-13 10-10-2 17-4-15 -0-0 4-6-13 6-3-5 6-6-13 Scat. • 1a1.s --------------- : --------------------------------------------------------------------------------------------------------------------------------------------------------------- 0.3a u --ji-------- - yA c 41= m II 2.4 : 11 2 1 ; 4 11 LN 9 2.411 --------------------------------------------------------------------------------------------------------------------------------------------------- T 6 4.12 = U4 = `,h4 11 10 2-0.0 4-6-13 10-10-2 17-4-15 1-6 4-5-7 6-3-5 6-6-13 Plate Offsets[2:0-4-0,0-3-0],[4:0-4-9,0-2-01 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.06 5.7 >999 M20 169/123 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.12 5.7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.03 5 n/a BCDL 7.0 Code UBC971ANSI95 (Matri)( 1st LC LL Min Udefl = 360 Weight 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 8-0.0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 WW Std REACTIONS (Ib/size) 5=629/0.3.8, 10=629/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=5, 2-3=-1080, 3-4=-1082 BOT CHORD 8-9=908,7-8--908, 6-7=0, 5.8=0 WEBS 2-8--T7.3-7=-435,2-7=178, 4-7=1172,9-10-=-629.1-9---95,2-9---1041, 4-5---591,4-11=0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 2) Bearing atjoint(s) 10 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 3) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard -C 5297: �91F 0F CAS\F�� Job Truss—]TNG Truss 'pe Oty ply r.. R10236 TS'03 SLOPING FLAT a 1 SOUTHWESTERN (optionan IntelliTruss Systems Intemational LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Tue Oct 0910:29:08 2001 Page 1 4-6-13 10-10-2 17-4-15 -0-0 4-6-13 6-3-5 6-6-13 scj.-t3i.5 --------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------- 0.38 FQ- ........... 54 = 4X ZIA 11 2.4 II 2 3 LIb 4,811 a 2.411 7 402 = 3.4 17418 ----------------------------------------------------------------------------------------------------------------------- 2-0-0 1 4-6-13 10-10-2 17-4-15 2-1-7 4-5-6 6-3-5 6-6-13 Plate Offsets (X.Y): [2:0-4-0.0-3-01,14:0-4-9.0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL -20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.06 5-7 >999 M20 169/123 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.12 5-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.03 5 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC ILL Min I/defl = 360 Weight 68 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or6-0-Ooc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 V%fW Std REACTIONS (lb/size) 5--629/0-3-8,11=629/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2--5,2-3---1080, 3-4=-1082 BOT CHORD 8-9=908, 7-8--908, 6-7=0, 5-6=0 WEBS 2-8--77, 3-7=435,2-7=178, 4-7=1172, 4-5---591, 4-10=0, 0-11=-629.1-9=-95,2-9---1041 NOTES - 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 2) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard � -C 5297 'N OF C Job Truss Truss Type CSI Ply PLATES GRIP R10238 T01 SLOPING FLAT ICIty 3 1 M20 169/123 TCDL 14.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.44 9-11 >564 O tion J I mceni i russ ayswms imernauonai Lw, rarm apnngs, — aac.r. 13-6-0 27-M 13-6-0 13-6-0 Scale 0.3e 171-2 axe = 11, = axe = 34 = aN II 4X4 = 9-1-3 17-10-13 20-10-4 1 27-0-0 9-1-3 B-9-11 2-11-7 6-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFLin (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.20 11-12 >999 M20 169/123 TCDL 14.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.44 9-11 >564 BCLL 0.0 Rep Stress Incr YES WB 0.90 Hort(TL) 0.03 8 n/a BCDL 10.0 Code UBC971ANSI95 1st LC LL Min Wet] = 360 Weight 99 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 4-3-10 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2 X 4 WW Std 'Except* WEBS 1 Row at midpt 2-12 12-13 2 X 4 SPF 1650F 1.5E, 7-14 2 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 12=737/035, 7=-74/03.8, 8=1 47410-3-6 Max Horz 12=274(load case 4) Max Upliftl2=-219(load case 3), 7=-74(load case 1), 8=-437(load case 4) Max Gray 7=26(load case 4), 8=1474(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 11-112--11611,11-113--0, 1-2=0, 2-3=-1529, 3d= 1529, 4-5=-41, 55=0, 6-7=-180, (33-14=0 BOT CHORD 11-12=1451.10-11=1230,9-10--i230.8-9---829.7-8---829 WEBS 4.11=329, 4-9=-1312, 55=-1384, 5-9=1098, 5-7=886,2-12=-1531. 2.11=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf tap chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per UBC97/ANS195 If end verticals or cantilevers exist they are exposed to wind. If porches exist they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 219 Ib uplift at joint 12, 74 Ib uplift atjoint 7 and 437 Ib uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Design assumes 4)Q (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard J m (e J Job Truss Truss Type Oty Ply PLATES GRIP R10238 T02 SLOPING FLAT 8 1 SOUTHWESTERN TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.78 7-9 >320 o tional InteIIITruss Systems International LLC, Palm Springs, CA 92234 _ 4.200 s Feb 14 2000 MiTek Industries, Inc. Tue Oct 09 10:26:37 2001 Page 1 61a10 1s -as 2140-0 6-10-10 8-1-12 5-11-10 Scald - 1:77 b. = ,o 11-6-2 21-0-0 11-6-2 9-5-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.50 7-9 >501 M20 169/123 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.78 7-9 >320 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.05 6 n/a BCDL 5.0 Code USC97/ANS195 1st LC LL Min I/deb = 360 Weight 75 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 4-3.12 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. WEBS 2 X 4 WW Std 'Except* WEBS 1 Row at midpt 2-9,4-6 9.10 2 X 4 SPF 1650F 1.5E REACTIONS (Ib/size) 9=725/03.8, 6=725/0-3.8 FORCES (lb) - First Load Case Only TOP CHORD 1-9=-202, 1-10=0, 1.2=0, 23=-1627, 3-4=-1627, 4-5=0 BOT CHORD B-9=1706.7-8--1706.6-7=1399 WEBS 2-9=-1768, 2-7=-85, 4-7=264, 4-6=-1487, 5-6=-175, 5.11=0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 1", UBC -97. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard M C, Job Truss Truss Type Oty Ply F""`- R10236 T03 SLOPING FLAT 1 1 SOUTHWESTERN �(optionao IntellTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries. Inc. Tue Oct 0910:26:01 2001 Page 1 6-0-14 142-8 20-2-8 6-0-14 8-1-10 6-0-0 Scab v ta6.5 2.4 = ro 3.6 = 3.4 = 3 3 0,38 i u = 3x4 = S 4 11 LU 3.4 = 8 7 7x4 = 1Y4 = 3.4 = 10-1-4 20-2-8 10-1-4 10-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.30 8-9 >792 M20 169/123 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.48 8-9 >497 BCLL 0.0 Rep Stress Incr YES WB 0.72 Harz(TL) 0.04 6 n/a SCOL 5.0 Code USC971ANS195 1st LC LL Min Udeft = 360 Weight 72 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 4.6.15 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4WWStd 'Except' WEBS 1Row atmidpt 2-9,4-6 . 9-10 2 X 4 SPF 165OF 1.5E, 6-112 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 9=69710.3-8, 6=697/0-3.8 FORCES (lb) - First Load Case Only TOP CHORD 1.9=-178, 1.10=0, 1.2=0, 2-3=-1533, 3-4=-1533, 4-5=0, 5-6=-176, 5-11=0 BOT CHORD 8-9=1533.7-8--1334.6-7=1334 WEBS 2-9=-1604, 2-8=-1, 4-8=222, 4-6=-1415 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard f �i. L . A ``; 'C 5297 Job Truss Truss Type Oty ply DEFL in (loc) Udefl R10236 T04 SLOPING FLAT 1 1 SOUTHWESTERN TCDL 10.0 Lumber Increase 1.25 SC 0.61 Vert(rL) -0.46 8-9 >471 (optional) mrcw nuns oya�crns uucmeumrai mow, rarm apnnys, a,r� v�c.>v 6-0-14 20 = 4.11A1 S I-eD l4 ZWU MI I eK Incustnes, Inc. 1 ue kv1 U9 1u:2D:Ud 2UU1 Nage l 14-2-8 18-2-8 20-2 8-1-10 4-" 2-" Soak - 1a2.e m 3:A = 3.4= m= 18-2-8 10-1-4 8-1-4 LOADING (psf) SPACING 2-041 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.29 8-9 >735 M20 169/123 TCDL 10.0 Lumber Increase 1.25 SC 0.61 Vert(rL) -0.46 8-9 >471 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.03 6 n/a BCDL 5.0 Cade USC971ANS195 1 st LC LL Min I/deft = 360 Weight 66 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 5.43 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 WW Std *Except* WEBS 1 Row at midpt 2-9 9-10 2 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 9=627/0.3-8, 6=62710-3-8 FORCES (lb) - First Load Case Only TOP CHORD i -9---178.1-10--0,1-2--0.2-3=.1174.3.4=.1174,4.5--O BOT CHORD 8-9--1305.7-a=878.6-7=878 WEBS 2-9=-1365, 2-8=-144, 4-8=330, 4-6=-997, 5-6=-116, 5.11=0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) This truss has been designed with ANSUTPI 1.1995 criteria. 4) Design assumes 4x2 (flat orientation) purlins at cc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard -C 5297 --. Job Truss Truss Type Qty Ply R10236 T05 SLOPING FLAT 15 1 SOUTHWESTERN o bona ,mem tru5Yaywem5 mrernauunai LLw, r•aim apnngs, t ^ e�av J 4.200 s Feb 14 2000 MiTek Industries, Inc. Tue Oct 09 10:24:33 2001 Page 1 t.. J 5-6-6 10-11-1 16-3-11 21-" 27-0-15 32-5-10 38-0-0 5-6-6 5-4-10 5-4-10 5-4-10 5-4-10 5-4-10 5-6-6 S.M. • 1 2x4 = 21 20 US = 0.38 12 19 18 1.7 16 16 14 13 12 11 314= 3..= 8x10 M18 WB= 4:10= 34= 3.6= 2N II 3.5= 3.4 = 5-6-6 10-11-1 16-3-11 1 21-8-5 1 27-0-15 32-5-10 1 38-0-0 5-6-6 5-4-10 54-10 5-4-10 5-4-10 54-10 5-6-6 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.80 16 >568 M20 169/123 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -1.39 16 >324 MIS 141/138 SCLL 0.0 Rep Stress Incr YES, WB 0.99 Horc(TL) 0.23 11 n/a SCOL .5.0 Code USC971ANS195 1st LC LL Min Udefl = 380 Weight 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-3-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 WW Std *Except* WEBS 1 Row at midpt 2-20,4-19 20.21 2 X 4 SPF 1650F 1.5E, 11-22 2 X 4 SPF 165OF 1.5E 2 Rows at 113 pts 9-11 2-20 2 X 4 SPF 1650F 1.5E, 9-14 2 X 4 SPF 1650F 1.5E REACTIONS (Ib/size) 20=1320/03-8, 11=132010-3.8 FORCES (lb) - First Load Case Only TOP CHORD 1-20=-162, 1-21=0, 1-2=0, 2.3=-3391, 3.4=3391, 4.5=-5168, 5.6=-5713, 6-7=-5295, 7-8=-5295, 8-9=-4112, 9.10=0, 10-11=-162, 10.22=0 BOT CHORD 19-20=3390, 18-19=5166, 17-18=5710, 16-17=5710, 1516=5293, 14-15=4110, 1314=2309, 12-13=2309, 11-12=2309 WEBS 2.19=702, 4-18=270, 5-16=-125, 6-15=-489, 8-14---829, 9-1Y54, 2-20=3573, 4-19=-1891, 518=-585, 6.16=454, 8.15=1301, 9-14=2006, 9.11=-2571 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) This truss has been designed with ANSVrPI 1-1995 criteria. 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard -C 5297 qlF OF CM _ \F' 1� d