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SFD (0206-111)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 t1�e Dater I ' 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: Cartier Si:I TR I UND Policy No. 111429110-01 (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 that, if T,should become subject to the workers' compensation provisions of Section 3700 of the Labor Code., I shall forthwith comply with,those provisions. � Dater Z Applicant 1 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 on his application. F 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 for inspection purposes. Signature (Oe caner/Agent) { - '' Date 'BUILDING PERMIT PERMIT# WWI 111 TRACT.. DATE VALUATION s..� LOT 1,3 JOB SITE+ ADDRESS 152-4,20 AVEMDA A�:0.LiITUXIAZ4�i APN OWNER CONTRACTOR / DESIGNER // EN6NEER COR -MRK Vq0 RK S CORt1EU, 0110 bRTYw1lo PO Box, U9 78.130CWU,T�J.V'?1C0SEMTW230 U,QT.)UT A CA 92253 LFI,QU1td'IA. i A 92253 C700)U4.4604 CW2261 USE OF PERMIT VD . LOT 17 - sA1'd'd'A, VE MASTER. PERMIT .DOZS NOT 1'NC'L i DZ POOP, SPA. OR Di,dVXV .Y'd1PPktJA0kl 15% 1 LKN C?.HWK RE RKDUC', TOT i DUBTO M'CiLTIPI.F IS UA14CE OF SAME fVLAH TYPE TR.A.t:`T CONSTRUC:TiON 1,421.0.9F PC;tv.r~flPA-Vo 36,00 V 0,AR-k.0rX"-.I 0Wf i 510,00 SM 5 FT. 'WOOD VFHCE 200.00 LF =A, %KMD C0ST Off' CCa�NSTRU'C:1 01V' COWSTnUCTION FEE 101.000.418-000 $594,50 PLAN CHECK 719 101-000-439-318 $1.25.03 FEE DFFt ISI F 10 i -000.4.39-318 -3230= MECHANICAL FEE 101-000.4.27-000 $60,00 ELFC"TR.I1JU, FFF 101-000'-420.000 5124.44 PFIiDli BIN O FFX1 101 -000 419-000 *110.'7" STRONOMOTION M, -RUSID 101-000.24'.If-000 $8,93 E'lR,A.,.OYHQ Pot 101-000-4234000 l2tl, 0J DEVELOPER IMPACT K Z PRECISE PLAN 101-000-44.1=341 $100100 SUR -TOTAL,, C:ONMIMION AND PLAINT CHEM $3. a 3.6 5 UM TrR&PAID143XV PE:i$1)d3: T ITE, S DUE E now JUN 1 9 ?tlfi C"OF A Eur RECEIPT DATE ^- �. BY. "' DATE FIN L INSPECTO to ..44 INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set BacksUnderground Ducts Forms & Footings is , 9 Y Slab Grade 7 Ducts Return Air Steel Combustion Air _ Roof Deck —cf 0 _ Exhaust Fans O.K. to Wrap F.A.U. Framing _ �j Compressor Insulation0 Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath -d Final Final fQ BLOCKWALL APPROVALS POOLS -SPAS steel Set Backs 7/�mL Electric Bond Footings Main Drain Bond Beam7 3 9�j 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 i/ Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Sewer Connection Pool Cover Encapsulation Gas Piping Gas Test 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 (� Final / Utility Notice (Perm) = COMMENTS: Address } Owner(/` c&&t 4 4 Qmolkm ,ttk P.O. BOX 1504 �� \ APPLICATION ONLY 78-495 CALLE TAMPICO D� t r��Zcy LA QUINTA, CALIFORNIA 92253 Mailing Address City Zip Tei. S(2 _11 -t � Contract (/ \ , Address71,A c" CitZip Tel. State Lic.`' & Classif. �3y r ( �! City Lic. # y Designer, , Address Tel. ty _-, I Zip I State LI SED N ACTOR'S DECLARATION er by a that I a Iic s d nd provlslons of Chapter 9 )Ing with Section 7 ofD 3 of 1 Bu s nd rofesloAs Cpcte,�and my licenIa!li I fgeAJ elfec . /) /Vt f� i OWNER -BUILDER DECLARATION I hereby firm al I am exempt from the Contractor's License Law for the following reason: (Sec. .S, Business and Professions Code: Any city or county which requires e permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rite 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 penalty of nor more than rive hundred dollars ($500). I! 1, 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, Bulsness 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. it. however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did nor build or improve for the purpose of sale.) 1 1 1, as owner of the property, atn exclusively contracting with licensed 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 confractor(s) licensed pursuant to the Contractor's License Law.) 11 1 am exempt under Sec. B. 8 P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm 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 F] Copy is filed with the city. f_l 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 the work for which this permit Is Issued, I shall not employ anyparson in any manner so as to become subject to the Workers' Compensation Laws of California. Dale Owner NOTICE TO APPLICANT: If, 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 permfl shall be deemed revoked. vimi/wsusPendeoi r//fou/, si9nrylan 9der/s d ra//d lnis and cation and !BO days sled, and is sub's city and count sale t authorize re r s ordinances andhsla above inlormaffon i action P esentatives this a law s con Purposes. 'Of city too relating r9 to build np — the above. WHITE = Ffah.,,,— BUILDING: TYPE'CONST. OCC. GRP. A.P. Number7`7 3 - -Q 33 -00 �. Legal Description \,bN, • \ __7-�k, \Y_ . q 1 J Project Description <_,1, Ti_- • 1 Sq. Ft. \ 1 l � No. No, Dw. Size �� Stories Units New ® Add ❑ Alter ❑ Repair ❑ Demolition ❑ PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. it Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: SdeSe/6aek/ioinPio �/%/ca F/NAL DATE ,o6'1;yLlne Issued by: INSPECTOR Validated by. 'Date -Permit Validation: Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 6/18/02 No. 23309 Owner NameCoronel Enterprises No. 52120 Street Avenida Mendoza city La Quinta APN # Jurisdiction La Quinta �F1BD •Q BERMUDA DUNES RANCHO GARAGE Y INDIAN WELLS b d� PALM DESERT y LA QUINTA Q.INDIO .y�. 773-233-006 Permit #0206-111. Log # zip 92253 Study Area Tract # BLK94 Lot # 17 Square Footage 1421 Type of Development Single Family Residence No. of Units 1 Comments 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 Signature Telephone 760/564-4604 = w Payment Received $3)040.94 Check No. 267180 F 'r r 40TICE: 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 ibove 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 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL THIS DEED AND, UNLESS OTHERWISE SHOWN BELOW, MAIL TAX STATEMENTS TO: ZEKE CORONEL I SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantcr(s) declare(s),- Grant Deed ARN, 773-233-006 Documentary transfer tax Is S computed on full value of property conveyed, or ( ) computed on full value lose value of liens and encumbrances remaining at lime of sale. ( ) Unincorporated area: ( ) City of FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, BUILDING HORIZONS hereby GRANT(S) to DAVID ROSS MILLER, a married mart as hi6 'cola and separate property thv real prop®rty In the City of La Quince State of California, described as , County of Riverside , and Lot 17 of Block 94 Unit No, , Santa Carmelxta at Vale La Quint&, as per snap recorded in Book Pages 6f Maps, Reeordm of Riverside County, California Dated April 16, 2002 state of California County of On before me, ,personally appeared BULDING KORT-7nNs personally known to mo (or proved to me on the basls of sailsfactory ev(dence) to be the person(s) whose nana(s) Is/are subscribed to the within Instrument and aoknowtedped lv me tnat he/she/they executed the same In hit/herilheir euthortred capacity(les), and that by his/her/their sianaturs(e) on the InalrvMent the person(s), or the enUty upon behalf of which the person(s) aged, executed the Instrument. WITNESS my hand and ofllclal seal. Signature Signature of Grantor BUILDING HORIZONS MAIL TAX STATEMENTS TO, a&tpE� aG�bAve — I I Form 3195-4Z d, .i Zti66O.N __ _ _ SHM9 HAOd Nd65 L Z 0 0 Z ' 9 1 ' 1 dd Certificate.of Occupancy City of La Qui'nta - Building and Safety Department W11,11FTME° V 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: Use Classification: SFD Occupancy Group: R3 Owner of Building: CORONEL d -t-t 52-120 AVENDIA MENDOZA Bldg. Permit No.: 0206-111 Type of Construction: VN Land Use Zone: RC Building Official Address: 78-150 CALLE TAMPICO SUITE 230 City: LA QUINTA CA 92253 By: KIRK KIRKLAND Date: .10-23-02 POST IN A CONSPICUOUS PLACE 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 Buiiding and Safety Department as part of your correction list. Please attach additional explanations as necessary. APPLICANT Coronel Construction i SITE ADDRESS 52-120 Avenida Mendoza Verify legal and APN information APN 773 - 233 - 006 CASE NO.: 2002-655 LEGAL: LOT 17 BLOCK 94 UNIT f S.C.@V.L.Q. CHECK AND APPROVED BY: Wally Nesbi t DATE: 61140-z-- Inform t'40Z 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 information -^1 o Consistent with MDG on file (as applicable MDG filing required (5 filings since 9/3/98) Architectural variety within 200 feet of the surrounding area: + Colors Materials Architectural design features - -- Other Requirements13 Planning Commissla O City Council WCommun Dev. De Initials Case No. G - OZ Exhibit kCWith Conditions £ t � Y of CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING Project Title 5,2, 4L Proiett Address MC/ 3:..ilder Contact Tele hon HERS Rater p e Telephone �'_erufy ng Signature Date Firm: �G.�SSDZ S!ree(Address: Copes to: Builder, HERS Provider rp-au Date' ' Builder Name It H I N, Plan Number Group Number Sample House Number V HERS Provider:�%�%�,� City/State/Zip: L—'4, a),o HERS RATER COMPLIANCE STATEMENT The house was: Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form comIy ,,vith the diagnostic tested compliance requirements as checked on this form. Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu o ducts) where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct'tape to seal leaks at duct connections. !MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Duct Pressurization Test Results (CFM @ 25 Pa) Measured v/al�ues I est Leakage Flow in' CFM If fan flow is calculated as 400cfm/ton x number of tons enter calculated value here /1�1 If fan flow is measured enter measured value here Leakage Percentage (100 x Test Leakage/Fan Flow) _, `7`. 7 Check Box for Pass or Fail (Pass=6% or less) rass Fail RTHERMOSTATIC EXPANSION VALVE (TXV) or Commission approved equivalent 12K es ❑ No Thermostatic Expansion Valve (or Commission approved equivalent) is installed and Access is provided for inspection ❑ Yes is a pass ❑ Pass Fail MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT ❑ Yes ❑ No ACCA Manual D Design requirements* have been met (rater has verified that actual installation matches values in CF -1 R and design on plan. 2. ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, ✓ verified fan flow matches design from CF -1 R. Measured Fan Flow = Yes for both 1 and 2 is a Pass Pass Fail 1. —.1 TITLE 24 REPORT J Title 24 Report for: Plan Standard Santa Fe Gas Furnace/Elec Condenser - HVAC La Quinta, Ca. 92253 Project Designer: Coronel Construction P. O. 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. APPROVED FOR CONSTRUCTION Job Number: 9/30/01' Date: DATE BY 9/30/2001 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) 88375900. EneravPro 3.1 ev EnemvSoft Job Number. 9/30/01' User Number. 5021 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist 6 Form C -2R Computer Method Summary 7 HVAC System Heating and Cooling Loads Summary 11 Room Load Summary 12 Room Heating Peak Loads 13 Room Cooling Peak Loads 14 EnergyPro 3.1 By EnergySoft Job Number. 9/30/01' User Number. 5021 i- Certificate of Compliance: Residential (Part 1 of 2) CF -1 R 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 Plan Check I Date Documentation Author Telephone Computer Performance 15 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1,421 ft2 Total Conditioned Slab Area: 1,421 ft2 Average Ceiling Height: 9.0 ft Building Type: Wood (check one or more) Exterior Roof X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ E)asting Building ❑ Multi -Family ❑ Existing 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 Type 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 FFNFSTRATION Shadinq Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front 25.0 0.65 0.40 Bug Screen ❑ El ❑ X❑ Left 25.7 0.65 0.40 Bug Screen ❑ x❑ ❑ X❑ Rear 60.0 0.65 0.40 Bug Screen ❑ X❑ ❑ 0 Right 39.0 0.65 0.40 Bug Screen ❑ x❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ El EJ ❑❑ Q ❑❑ F1 El El F1 ❑ ❑ ❑ ❑ El El ❑❑ Run InitiationTime: 0 12:23:11 u Co 1001877791 Ener Pro 3.1 By Ener Soft User Number: 5021 Job Number: 9/30/01' Pa e[3 of 14 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Plan Standard Santa Fe 9/30/2001 Projebt Title Date 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 Central Furnace 80% AFUE nucts in Attic 42 Setback HVAC Suctem Cooling Equipment Minimum Type (air conditioner, Efficiency Duct Thermostat Location / Duct Location heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4 2_ Setback HVAC' Suctem __ WATER HEATING SYSTEMS Rated 1 Tank Energy Facti 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. R System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) -Value A C)_Smith FSG40-222 Small Gas Standard 1 32,000 40 0.56 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. 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 responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or OWner (per Bust s rofessionsy ode) Documentation Author Name: k5oo , 't Name: Jack LaFontaine Title/Firm: Coronel Construction Title/Firm: �Benmuda ner Mana ent Service Address: P. 0. Box 389 Address: - 485 Ad s treet Unit C La Quinta Ca. 92253 un CA 92201 Tele ne:760-564-3604 oTep ne 7760-36 63 Li . #:(signature) (date) 09 (date) Enforcea Agency Name: Title/Firm: Address: Telephone: EnergvPro 3.1 By EnergvSoft . User Number: 5021 Job Number: 9/30/01' Page:4 of 14 Certificate of Compliance: Residential (Addendum) CF -1 R 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 agency determines the adequacy of the justification, and may reject a building or design that otherwise complies 3asea on the adequacy of the special justification and documentation submitted. Plan I Field The DHW System "A.O.Smfth FSG -40-222" Energy Factor = 0.560. An EF below 0.58 requires an R-12 E)demal 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 sgft E)posed 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 I Field The HVAC System "HVAC Sustem" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide veriffication 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. EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' Paae:5 of 14 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 (7 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. DESCRIPTION Instructions: Check or initial applicable boxes or enter WA if not applicable. DESIGNER ENFORCEMEN Building Envelope Measures 0 '§ 150(a): Minimum R-19 ceiling insulation in wood frame assembly, or equivalent U -value. FI§150(b): Loose fill insulation manufacturer's labeled R -Value. .§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent LI -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. ❑X §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiftration/Exfiftration 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 1.1 -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. LAJ §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. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. V §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 external insulation or R-16 combined internal/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 UL181 B. 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 dampers X❑ §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. ® §115: Gas fired 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) Lighting Measures ® §150(k)1: 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. Icnergyrro s.i By Energy ft User Number: 5021 Job Number: 9/30/01' Paae:6 of 14 1 Computer Method 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 plan Check/Date Documentation Author Telephone Computer Performance 15 Field Check/Date Compliance Method Package orComputer) Cimate Zone Source Energy Standard Use (kBtu/sf-yr) Design Facing North Margin Thermostat Facing East Margin Facing South Margin Floor Area Volume Units Facing West Margin Hgt Area 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 15.25 1.12 15.25 1.12 15.25 1.12 4 Totals BUILDING - COMPLIES auunumicra: uie resuiTs or a Tour 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 Building Type: Single Fam Detached Building Front Orientation: All Four Orientations Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: ❑X Slab Floor ❑ Raised Floor Total Conditioned Volume: 12,789 Slab Floor Area: 1,421 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt Area HVAC Sustem 1 421 12 789789 11 nn Cnnditinned Sethark -2 n/a OPAQUE SURFACES Type Area U -Val Solar Act. Gains Azm. Tilt Y / N Form 3 Rafpranna I nrn+inn / f`--- -4- Rod 1 421 0 034 _n _0 Wall 318 0 088 -t1 _gn nmr 20 0-387 _i1 _9Q nnnr 17 0.387 _a PiQ Wall 284 0-088 90 _g Wall 132 0 088 gtl cin Wall 244 0.088 180 Af) Wall 207 0.088 270 An Wall 172 0 088 270 qa ® R-30 Roof (R 30 2x12 16) Whole House R-13 Wall (W 13 2X4 16) Whnle Hnimp Snlid Wmd r)nnr Whnle Hnuse Solid WnrXi Door Whnle Hnuse R-13 Wall (W 13 2x4 16) Whole Hnuse R-13 Wall (W 13 2Y4 16) Whnle Hrnise R 13 Wall (W_13 2x4 16.) Whole Hn is - R-13 Wall (W 13 2x4 16) Whole Houc_e R-13 Wall (W 13 2Y4 16) Wholes Hnuce Run Initiation Times .09/30/()l 12-23611 Run Code* 1001877791 EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number: 9/30/01' Page:7 of 14 .-Computer Method Summary # Exterior Shade Type SHGC (Part 2 of 3) C -2R Plan Standard Santa Fe 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 9/30/2001 Protect Title 0.76 6 Bug Screen 0.76 7 Bug Screen _ Date V FENESTRATION SURFACES 9 Bua Screen n 7a �- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tift Comments _L Windo—Front_(NoM 25 0 X65(- 0.40 0 _90 D.nubte_Clear_Default �L1Lhole douse 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 Default Whole House 4 Window Rear (South) 4.0 0.650 0.40 180 90 Double Clear Defauft 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 Window Right 8 Window Right (West) 3.0 16.0 0.650 0.650 0.40 0.40 270 270 QO Double Clear Default 90 Double Clear Default W�iole Howe Whole House 5 Window Riatst_(�/Qt 20.0 Q�kW 040 _20 9Q Qoluble-QeaLD_efault _MbQle-H-Q1 INTERIOR AND EXTERIOR SHADING # Exterior Shade Type SHGC 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 Bua Screen n 7a Left Fin EnergyPro 3.1 Ry-Ene19vL',;Oft User Number. 5021 Job Number. 9/30/01' Pape:B of 14 Computer Method Summary (Part 3 of 3) C -2R Plan Standard Santa Fe Minimum Distribution Type 9/30/2001 Project Title Efficiency and Location Date THERMAL MASS FOR HIGH MASS DESIGN (AFUE/HSPF)(ducts/attic, Area Thick. Heat Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Comments Concrete Heawweight q65 Concrete. Heavyweight 456 —LU 3,50 PA -ga n/a 28 0_98 n/a _2 \NhnIP Hnimp / b_o�Gtade 0 Whole House / Slab on Grade PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments 31ab—P—eIlmWr 110 0.76 0.0 ___Q W �p1eJiQUSe S1ab_Eedmeter 6] Q Z6 0 0 YVhoje�iouss -- 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 �entLaLFurnace 80% AFUE Ducts in Attic 4.2 Setback HVAC S_ustQm Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Type (air conditioner, heat DumD. evan cne -Split Air Conditioner Minimum Duct Efficiency Location Duct Thermostat Location/ (SEER) (attic, etc) R -Value Type Comments 12.0 SEER Dmds i i Attic 4.2_ Setback_ JiYAC St�SSem WATER HEATING SYSTEMS Ratedl Tank Energy Fact1 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst (Btu/hr) (gal) Efficiency Loss (%) Ext. A.O.Smith FSG -40-222 Small Gas Standard _ 1 X2.000 40 _ 0.56 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 agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacv of the special iuctifiratinn -4 .i........e..a �: _..�_:.._� 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 rF.f R 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 Airflaw. rwn rieia 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 6 Ener Soft Y 9Y User Number: 5021 Job Number: 9/30/01' 10 of 14 AC SYSTEM HEATING AND COOLING LOADS SUMMARY ECT NAME Plan Standard Santa Fe DATE EM NAME 9/30/2001 HVAC Sustem FLOOR AREA 1,421 NEERING CHECKS eve -r=am i^AM (Number of Systems 1 Heating System Output per System 32,000 Total Output (Btuh) 32,000 Output (Btuh/sgft) 22.5 Cooling System Output per System 23,400 Total Output (Btuh) 23,400 Total Output (Tons) 2.0 Total Output (Btuh/sgft) 16.5 Total Output (sgft/ Ton) 728.7 Air System CFM per System 800 Airflow (cfm) 800 Airflow (cfm/sgft) 0.56 Airflow (cfm/Ton) 410.3 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions 26.0 OF 66.9 OF Outside Air 0 0 cfm Supply Fan 10 800 cfm 66.9 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 14 315 0 21,310 York H40H024/P3HUA08LO32 U&H 16,243 4,687 32,000 Total Adjusted System Output (Adjusted for Peak Design Conditions) 16,243 4,687 32,000 TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Icwa (Airstream Temperatures at Time of He 66.9°F 7,104.4 OF Heating Coil Return Air Ducts RICS (Airstream Temperatures at Time of Cc 11.0/77.6OF 78.8/65.1OF Outside Air 0 cfm Supply Fan 800 cfm 78.8/65.1 of EnergyPro 3.1 78.8/65.1OF 59.7/58.6OF User Number. 5021 Cooling Coil h Return Air Ducts 4 Job Number. 9/30/01' Supply Air Ducts 103.3 of ROOMS 68.0 of Supply Air Ducts 60.5/58.8OF 49.6% R.H. r ROOMS 78.0/64.8 OF 11 of 14 ROOM LOAD SUMMARY ruwmc Plan Standard Santa Fe NAME HVAC Sustem DATE 9/30/2001 FLOOR AREA 1 w7l boy'.. �. I my rnergyson User Number: 5021 Job Number. 9/30/01' Page: 12 of 14 :! ROOM HEATING PEAK LOADS Project Title Room Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction Mechanical - One Zone I Time of Peak Jan 12 am 1,421 Outdoor Dry Bulb Temperature 26 OF 68 °F Area U -Value x 0.0341 X I 42.0 = X X 44.5 x 0.0885 x 42.0 = x 0.6500 X 42.0 = X 0.3872 x 42.0 = x 0.6500 X 42.0 = x 0.6500 X 42.0 = x x = x x = x x = x x = X X X x = x x = x x = X x = X x = x x = x X x x = X X x x = x x = x x x x = x x x x = x x = x x = x x = x x = X x = X x X x X x = X x X x = x x = x Y ,LT OF Btu/hr aunacx w anomer room. Page Total: E_ 19,373 Infiltration: F 1.00 x 1.064 x 1 421 x 9.00 x 0.00 / 60] x 42 Schedule Air Sensible Area Ceiling Height ACH 0 Fraction AT 3.1 By EnergySoft User Number. 5021 Job Number. 9/30/01' Pape:13 of 14 • ' RESIDENTIAL ROOM COOLING LOAD SUMMARY Plan Standard Santa Fe 9/30/2001 Project TAIe Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: conduction 1. Design Equivalent Temperature Difference (DETD Area U -Value Mechanical - One Zone DETD' X 51.0 X 30.6 X 34.0 X 30.6 X 34.0 X 34.0 X X X 78°F 112°F 34°F Btu/hr 2,468 3,677 2,055 435 369 884 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total L 9,888 Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Rt - 1.111 - Window #15050 XO HS Window #3 3030 XO HS (North) (East) East ( 0.0 ( 0.0 ( 0.0 Window #8 4010 XO HS South (-0.0 Sldg Glass Dr #6 6068 (South) ( 0.0 Window #5 4040 XO HS Window #4 3010 XO HS Window #5 4040 XO HS Window #2 5040 XO HS South (West) est est) ( 0.0 ( 0.0 ( 0.0 ( 0.0 73) 0.44 ( X x x x x x x x x X 1 + + + + + + + + + + 25.0 x X x X x x x x x r 15) X x x x x x X 1_ 0.44 = = = = = = = = _ _ 167 1 16.7 73) 0.44 543 1 9.0 73) 0.44 293 1 4.0 32) 0.4451 57 1 40.0 32) 0.445 570 1 16.0 32)X 0.445 228 1 3.0 73)X 0.445 98 1 16.0 73) 0.445 520 1 20.0 7) 0.445 650 Sched. Page Total 3 i25 Internal Gain Frac. Area Heat Gain Btu/hr Li hts 1.00 x 1,421 x 0.006,Watts/sgft x 3.413 Btuh/Watt - 0 0ccupants 1.00 x 1.42 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 1.421 x L��i 0.00 Watts/sgft x 3.41 Btuh/Watt =0 Infiltration: �x � x 5Z x x / 60] = ��FractionAir Sensible Area ACH pT _ NOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM ._ _._ Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1 421 x 0 Btuh/occ. / 20 0 sgft/occ. = 0 Receptacle 1.00 x 1 421 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Process f 1.00 x 1 421 x 0.000 Watts/sgft x 3 413 Btuh/Watt = 0 Infiltration: 1.00 x 4 77 x 1 42 x 9.00 x 0.00 / 60] L chedule Air Latent Area ceiling Height ACH 0.00000 - 0 Fraction �w EnergyPro 3.1 By EnergySoft User Number: 5021 Job Number. 9/30/01' Page:14 of 14 i CITY OF LA QUINTA BUILDING & SAFETY DEPT. . . APPROVED FOR CONSTRUCTION S-7 TM Systems International, LLC. Truss'Eng neering & Layouts sa -� �o 1-k -2-� Name;Coronel Const. Standard Santa Fe Job #:A3035K20 1276 N. Palm Canyon Dr., Suite 109- Palm Springs, CA 92262 OfFica 760-3-18-267 6 Fax 760-3-1 8-2605 4 I as -0-0 27-0-0 :INTERNATIONAL LLC ..(700) 3I8-2010 8TANC�RC SANTA FE A3033 K20 17-0-0 Ai I"... LOADS 20 L-I%fF-= -r/4-- 10 7 1.259X6 24** O. C. 0 1 0 76. 5297 of cwF .............. . ...... •:,::::::::.:::::.:::::......:................ .......... ....................................................................... ... ....... ................... . ....... ...... ...... . ..... . ........ .... . ................ . I W2 . . .. . .. ............. 32 ......... . ...... .. ... W.2 ...... .. 82 ................ .......... .... .. ................ .. ... . ...... ................ ............ .............. ................ . Q T5 W2 W.2 . .... ................... ................ . 9 27-0-0 :INTERNATIONAL LLC ..(700) 3I8-2010 8TANC�RC SANTA FE A3033 K20 17-0-0 Ai I"... LOADS 20 L-I%fF-= -r/4-- 10 7 1.259X6 24** O. C. 0 1 0 76. 5297 of cwF .............. . ...... •:,::::::::.:::::.:::::......:................ .......... ....................................................................... ... ....... ................... 82 W2 . . .. . .. ............. 32 ......... . ...... .. ... W.2 ...... .. 82 ................ .......... .... .. ................ .. ... . ...... ................ ............ .............. ................ . 82 W2 W.2 . .... 27-0-0 :INTERNATIONAL LLC ..(700) 3I8-2010 8TANC�RC SANTA FE A3033 K20 17-0-0 Ai I"... LOADS 20 L-I%fF-= -r/4-- 10 7 1.259X6 24** O. C. 0 1 0 76. 5297 of cwF Ply STANDERD FANTA FE Job Truss =00FTRUSS A3035ZO T5 1 1 1:5 o tional IntelliTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 1109:46:30 2002 Page 1 5-7-10 10-11-13 16-3-15 21-8-1 27-0-3 32-4-6 38-0-0 5-7-10 5-4-2 5-4-2 5-4-2 5-4-2 5-4-2 5-7-10 Scale = 1:69A 20 = 0.25 F12- 2x4 21 3x6 = 3x6 _ 3.4 = 3.4 = 3x4 = 3x8 — 3x4 = 300 = 22 7 6 9 2 3 4 5 6 / d Ice d 20 19 19 17 16 15 14 13 12 11 09 = 3.4 = 3x4 = 8x10 Mia wB= 30 = 3A= 4x5 = 3x6 = 2x4 II 3x5 = 5-7-10 10-11-13 16-3-15 21-8-1 27-0-3 32-4-6 38-0-0 5-7-10 5-4-2 5-4-2 5-4-2 5-4-2 5-4-2 5-7-10 LOADING (psf) TCLL 20.0 SPACING 2.0.0 Plates Increase 1.25 CSI TC 0.89 DEFL in (loc) Udefl Vert(LL) 16 PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.95 -0.88 >513 Vert(Q -1.54 16 >293 M20 169/123 M18 141/138 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.25 11 n/a BCDL 5.0 Code UBC97/ANSI95 1st LC LL Min Weil = 360 Weight: 143 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-2-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 2X4WWStd'Except' WEBS 1Row atmidpt 4-19 8-15 2 X 4 SPF 165OF 1.5E, 9-14 2 X 4 SPF 165OF 1.5E 2 Rows at 1/3 pts 2-20,9-11 REACTIONS (Ib/size) 20--1320/0-3-8.11=1320/0-3-8 Max Horz 20=266(load case 4) Max Uplift20=-284(load case 3), 11=-287(load case 4) FORCES (lb) .-First Load Case Only TOP CHORD 1-20=-165,1-21=0, 1.2=-0, 2-3=-3392, 3-4=-3392, 4-5=-5262, 5-6=-5953,6-7=-5646, 7-8---5646,8-9=4488. 9-10=0, 10-11=-165,10-22--O BOT CHORD 19-20=3391, 18.19=5261, 17-18=5952, 16-17=5952,15.16=5645, 14-15=4487, 13-14=2599, 12-13=2599, 11-12=2599 WEBS 2-20=-3574, 2-19=732,4.19=-1989,4-18=318,5-18=-739,5-16=-71, 6 -16=331,6 -15=-438,8-15=1258,8-14=-788,9.14=2068,9.12=54,9-11=-2833 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 60 mph winds at 25 ft above ground level, using 5.0 psf top 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 UBC971ANSI95 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) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-6, UBC -97. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 Ib uplift at joint 20 and 287 Ib uplift at joint 11. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2.10d nails. LOAD CASE(S) Standard .0 5297 nrr.l�o� Job Truss Truss�TRUSS qty Ply STANDERD FANTA FE A3035K20 T4 ROO 1 1 IntelliTruss Systems International LLC, Palm Springs, CA 92234 o tionai 4.200 s Feb 14 2000 MTek Industries, Inc. Fri Jan 11 09:46:20 2002 Page 1 6-0-9 i 13-7-1 18-8-0 6-0-9 7-6-8 5-0-15 ScW. = 1:339 2.4 = to 0.2s 12 3x1 = 2 3x6 = 3.4 = 2x4 II 3 4 6 b _ 8 r Y 3x4 = 3x5 = 3x4 = 9-1-3 18-8-0 9-1-3 9-6-13 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.53 DEFL in (loc) UdeflPLATES Vert(LL) -0.24 6-8 >914 GRIP M20 169/123 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.73 WB 0.98 Vert(TL) -0.43 6-8 >511 BCDL 7.0 Code UBC971ANSI95 Horz(TL) 0.04 6 n/a 1st LC LL Min I/defl = 360 Weight: 66 Ib LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 5-1-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 WW Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS (lb/size) 9=611010-3-8, 6=68010-3-8 Max Horz 9--211 (load case 4) Max Uplift9=-144(load case 3), 6=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-9=-177, 1-10=0, 1-2=-0, 2-3=-1428, 3-4=-1428, 4-5--0,5-6---148 BOT CHORD 8-9=1416, 7-8=1154, 6-7=1154 WEBS 2-9=-1483, 2-8=14,4-8=299.4-6---1245 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead toad, 100 mi from hurricane oceanlfne, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per USC97/ANSI95 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 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint 9 and 149 Ib uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard • � � Gam.. ?O p� , -C 5297 q�F pF C��. Job Truss Truss Type FE A3035K20 T3 :]�OtyPlYSTANDERDANTA ROOFTRUSS IntelliTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 11 09:46:09 2002 Page 1 6-0-9 13-7-1 20-8-0 6-0-9 7-6-8 7-0-15 S.I. = 1:37.6 2x4 = It 0.2512 3.7 = 3.4 = 3x4 = 3x1 2 3 4 s a d _ B 8 7 3.4 1x4 = 3x4 = 3x4 = 2.4 II 9-1-3 17-10-13 20-8-0 9-1-3 8-9-10 2-9-3 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CS] TC 0.67 DEFL in (loc) Udell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(LL) -0.21 9-10 >999 Vert(TL) -0.39 7-9 >633 M20 169/123 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(fL) 0.04 6 n/a BCDL 7.0 Code UBC971ANSI95 1st LC LL Min Udell = 360 Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 4-3-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 2 X 4 WW Std WEBS 1 Row at midpt 2-10 , REACTIONS (Iblsize) 10=75410-3-8, 6=75410.3-8 Max Horz 10=213(load case 4) Max Upliftl0=-158(load case 3), 6=-163(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-10=-177.1-11=0.1-2=-0,2-3---1777,3-4=-1777,4-5=-664,5-6=-738 BOT CHORD 9-10=1654,8-9=1664,7-8--1664,6-7=0 WEBS 2-10=-1732,2-9=144,4-9=124,4-7=-1101,5-7=857 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead food, 100 mi from hurricane oceanfine, 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. U porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 10 and 163 Ib uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Design assumes 4x2 (Rat orientation) purfins at cc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard ®. fi C 52 7 ,�� OF CA1-`F�� Job Truss Truss Type Qty Ply STANDERD FANTA FE A303560 T2 ROOF TRUSS 8 1 o tional IntelliTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 1109:46:02 2002 Page 1 6-0-9 13-7-1 21-0-0 6-0-9 7-6-8 7-4-15 sxem = � ae.z V 2x4 = 11 0.25 12 3.7 _ 3x4 = 3x5 = 3%4 2 3 4 5 14 UI i a a T 19 3.4 = 3x4 = 3x4 = 1x5 = 2x4 11 9-1-3 17-10-13 21-0-0 9-1-3 8-9-10 3-1-3 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.72 DEFL in (loc) Udefl Vert(LL) -0.21 9-10 >999 PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.39 7-9 >630 M20 169/123 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES Code UBC971ANS195 WB 0.79 Horz(fL) 0.05 6 n/a 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 4-1-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. WEBS 2 X 4 WW Std WEBS 1Row atmidpt 2-10 REACTIONS (Iblsize) 10=76610-3-8, 6=76610.3-8 Max Horz 10=213(load case 4) Max Upliftl0=-160(load case 3), 6=-165(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.10=-177, 1-11=0, 1-2=-0, 2-3=-1836, 3-4=-1836, 4.5=-749, 5-6=-746 BOT CHORD 9-10=1694,8-9--1747,7-8=1747,6.7=0 WEBS 2-10=-1774,2-9=165,4-9=97,4-7=-1100,5-7=925 NOTES - 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead toad, 100 mi from hurricane oceantine, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 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 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 10 and 165 Ib uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1A995 criteria. 6) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard \` C 5297 Job Truss Truss Type FANTA FE ��]OtyJly]STANDERD A3035f�20 T1 ROOFTRUSS IntellTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 11 09:45:53 2002 Page 1 6 0-9 13-7-1 20-10-4 27-0-0 • 6-0-9 7-6-8 7-3-3 6-1-12 SGf14 = 1:49.0 r 20 = 13 0.25 12 204 = 14 3x7 = 3w1 = 3x10 = 2 _ p 3 4 ' 2 x 1t f0 9 314 = 3x4 = 3x4 = 04 = 214 71 04 = 9-1-3 17-10-13 20-10-4 27-0-0 9-1-3 8-9-10 2-11-7 6-1-12 LOADING (pst) TCLL 20.0 SPACING 2.0-0 Plates Increase 1.25 CSI TC 0.65 DEFL in (loc.) I/defl Vert(LL) -0.20 11-12 >999 PLATES GRIP M20 169/123 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.69 WB 0.84 Vert(TL) -0.37 9.11 >866 Horz(TL) 0.03 8 BCDL 7.0 Code UBC97/ANS195 n/a 1st LC LL Min Well = 360 Weight. 97 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 4-9-10 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 WEBS 1 Row atmidpt 2-12 REACTIONS (Ib/size) 12 88310-3-8, 7=-66!0-3 8, 8 1359!0-3 8 Max Horz 12=258(load case 4) Max Upliftl2=•150(load case 3), 7=-66(load case 1), 8=-295(load case 4) Max Grav 7=19(load case 4), 8=1359(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-12---177,1-13=0, 1-2=-0, 2.3=-1442, 3-0=-1442, 4-5=-38, 5.6=0, 6-7=-180, 6-14=0 BOT CHORD 11-12=1426, 10-11=1185, 9-10 1185, 8-9=•805, 7.8=-805 WEBS 2.12=•1493, 2-11=19,4-11=282,4-9=-1263, 5-9=1041, 5-8=-1296,5-7=855 NOTES A 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 It above ground level, using 5.0 psi top chord dead load and 5.0 psi 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/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift atjoint 12, 66 Ib uplift at joint 7 and 295 Ib uplift at joint 8. 6) This truss has been designed with ANSIfrPI 1.1995 criteria. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard i k ��` C 52 7 ja Job Truss Truss Type City Ply STANDERD FANTA FE A3035cZO S3 ROOFTRUSS 1 1 1(optional) IntelliTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 11 09:45:45 2002 Page 1 0-8-1 6-0-3 11-4-6 17-0-0 0-8+1 5-4-2 54-2 5-7-10 ' Scale = 1:30.7 2A = 025 12 11 2x4 11 3x4 _ 3.4 = 1 2 3 3Xe = . 4 _ld 10 93A= e 7 3x4= RIBBON @ 1.5 INCH 3xA= W II 3x4= 0-8-1 0r318 6-0-3 11-4-6 17-0-0 0-3-8 5-4-2 5-4-2 5-7-10 0-4-9 LOADING (ps/) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.32 DEFL in (loc) Ildeft PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(LL) -0.05 9 >999 Vert(TL) -0.09 7-9 -999 M20 169/123 BCLL 0.0 Rep Stress Incr YES WB 0.93 HOrz(fL) 0.02 6 n/a BCDL 5.0 Code UBC971AI9SI95 1st LC LL Min Wait = 36D Weight: 64 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 WW Std WEBS 1 Row atmidpt 3-10 REACTIONS (Iblsize) 10=5851043-8,6=58510-3-8 Max Horz 10=-186(load case 3) Max Uplift10=-139(load case 3), 6=-138(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-1D---176,1-2=-0, 2-3=-0, 3-4=-981, 4-5=0, 5-6=-165, 5-11=0 BOT CHORD 9-10=981, 8-9=905, 7-8=905, 6-7=905 WEBS 3-10=-1051, 3-9=22,4-9=83,4-7=54. 4-6=-986 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 top 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 It by 24 it with exposure C ASCE 7.93 per UBC97/ANSI95 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) Provide adequate drainage to prevent water ponding. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 Ib uplift at joint 10 and 138 lb uplift at joint 6. 6) This truss has been designed with ANSI?Pt 1-1995 criteria. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard J 1 jl TO a� � '' Job Truss Truss Type Ply STANDERD FANTA FE A3035K20 S2 ROOF TRUSS 10ty 8 1 I (optional) IntelliTruss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 11 09:45:36 2002 Page 1 6-3-11 11-7-14 17-3-8 6-3-11 5-4-2 5-7-10 Scale = 1:31.3 3x4 0.35 �171-1-i 3x5 II 3x< = 3x4 = 3d = 3 a 1 --- td 0 S3x4= 9 y 7 3 1= 3. = 2x4 II 3x5 = d 11 6-3-11 11-7-14 17-3-8 6-3-11 5-4-2 5-7-10 LOADING (pst) SPACING 2-M CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.08 9.10 >999 M20 1691123 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 7-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.30 6 n/a BCDL 5.0 Code UBC971ANS195 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-M 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 2 X 4 WW Std 'Except* WEBS 1 Row at midpt 3.10 1-112 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 11=595/0-3-8.6=595/0-3-8 Max Horz 11=267(load case 4) Max Upliftl 1=-169(load case 3), 6=-170(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 10.11=-595, 1-10=-192, 1-2=-121, 2-3=-117, 3-4=-1100, 45=-69, 5-6=-158, 5-12=0 BOT CHORD 9.10=1096, 8-9=989,7-8=989,6-7m989 WEBS 3-9=.3.4-9=117.4-7=47,4-6=-1007,3.10---1044 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 psi top 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 It by 24 ft with exposure C ASCE 7.93 per UBC97/ANSI95 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) Bearing stjoint(s) 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 Ib uplift at joint 11 and 170 Ib uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2.10d nails. LOAD CASE(S) Standard �A I e ., C 5297 OF C,��F, Job Truss Truss Type Oty Ply TANDERD FANTA FE A3035K20 S1 ROOF TRUSS 1 1 Loptional) IntelliTiuss Systems International LLC, Palm Springs, CA 92234 4.200 s Feb 14 2000 MiTek Industries, Inc. Fri Jan 11 09:45:28 2002 Page 1 2 8 0 8-0-2 13-4.5 18-11-15 2-8-0 5-4-2 54-2 5-7-10 SCM10 c 1:31.4 30 = 0.25 12 14 2x4 11 3.4 - 3x4 = 3x0 = . 3z4 = 1 2 3 4 5 73 d \ 1� 3 = d 2 11 10 9 B 3x4 = 3x4 = 3x4 = 20 11 3.5 - d 13 2-8-0 8-0-2 13-4-5 18-11-15 2-8-0 5-4-2 5-4-2 5-7-10 Plate Offsets X 12:0.4-8 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.77 BC 0.35 Vert(LL) 0.07 8-10 >999 M20 169/123 BCLL 0.0 Rep Stress Incr YES WB 0.64 Vert(TL) -0.13 8-10 >999 Horz(rL) -0.29 7 n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 76 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. WEBS 2 X 4 WW Std *Except* WEBS 1 Row at midpt 5-7 1.13 2 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 13=655/0-3-8,7=655/0-3-8 ' Max Horz 13=287(load case 4) Max Upliftl 3=-1 77(load case 3), 7=-178(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 12.13=-655, 1-12=-39, 1-2=-18, 2-3=-721, 3-4=-718, 4-5=-1378, 5-6=-70, 6-7=-157, 6.14=0 BOT CHORD 11-12=718, 10-11=1375, 9.10=1127, 8-9=1127,7-8=1127 WEBS 2 -12=-922,2-11=316.4-11=-714.4-10=-56,5-10=272,5-8=43.5-7=-1156 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 top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 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) Provide adequate drainage to prevent water ponding. 4) 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. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSIIrPI 1.1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 Ib uplift at joint 13 and 178 Ib uplift at joint 7. 7) This truss has been designed with ANSI/TP11-1995 criteria. 8) Design assumes 4112 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard i `470 7 10 d . 5297 l / of!K-�