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07-0260 (SFD)P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 - LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT " INSPECTIONS (760) 777-7153 - BUILDING. PERMIT .. , • . A. 1 �. e: 4/20/07 Application Number: 0r7-0.0-0-0-0.2.6.0 Owner: Property Address: 53255 AVENIDA MENDOZA- MICHAEL• GARCIA �� a APN:. 774-092-013-1 -000-0-0-0- 7138 FOXCROFT Application description: DWELLING— - SINGLE FAMILY DETACHED LA QUINTA, CA 922 $ 0, Property Zoning:. COVE RESIDENTIAL ll Application valuation:. 111057CITY�pQgtiINTA -- ' Contractor: Applicant: Architect or Engineer: RIVERSIDE DEVELOPMENT GROUP 7138 FOXCROFT ST RIVERSIDE, CA 92506 (951)334-9657• Lic. No.: 830748 ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION " WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business andProfessionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self-insure for workers' compensation, as provided Lice9se Class: B cense No. 830748 - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is /� issued. Date' Contractor: ��( 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 OWNER-BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 229-0037748-06 following reason (Sec. 7031.5, Business and Professions Code: Ar'y city or county that requires a permit to 4 _ 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior, to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become sybject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or • 3700 of the Labor Code, I shall fo with comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by 4 , any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: - atJ � ppl/!`icant: !::! . (_) 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, Business and Professions Code: The WARNING:• FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ('$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one yearof completion, the owner-builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). - 4 APPLICANT ACKNOWLEDGEMENT (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. ' property,who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. "'Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, I am exempt under Sec. , B.&P.C. for this reason • the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City _ of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. Date: Owner: 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 CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction, a2p hereby authorize representatives of this county to enter upo - e above-mentioned property for inspection p oses. , Lender's Name: at " ignature (Applicant or Agent): ,. Lender's Address: LQPERA11T Application Number . . . . . 07-00000260 ---.--- Structure Information• 1,727SF DWELLING/V-NR/RES-3/ENGINEERED ----- Other struct info . . . . CODE EDITION 2001/2005 #'BEDROOMS 3.0.0 FIRE SPRINKLERS NO GARAGE SQ FTG 464.00 PATIO SQ FTG 239.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE .1727.00 ------------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 399.00 Permit BUILDING PERMIT Additional desc . Permit Fee 681.50 Plan Check Fee 442'.98 Issue Date. Valuation . . . . 111057 Expiration Date 10/17/07. Qty. Unit Charge Per Extension BASE FEE 639.50 12.00 .3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 42.00 Permit ELEC-NEW RESIDENTIAL Additional desc " Permit Fee . . . . 99.73 Plan Check Fee 24.93 Issue Date . . . . Valuation 0 Expiration Date 10,/17/07 Qty. Unit Charge Per Extension BASE ,FEE 15.00 172.7.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 60.45 464.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 9.28 1.00 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 Permit . . MECHANICAL Additional desc . Permit Fee 71.00 Plan Check Fee 17.75 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/17/07 Qty Unit Charge Per Extension . BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 1.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 16.'50 3.00 6.5000 EA MECH VENT FAN 19.50 LQPERDIIT Application Number . . . . 07-00000260 Permit . . . . . . MECHANICAL Qty Unit Charge Per Extension 1.00 6.5000 EA MECH EXHAUST HOOD. 6.50 Permit . . . PLUMBING Additional.desc . Permit Fee . . . . 154.50 Plan Check Fee 38.63 Issue Date . . . . Valuation 0 Expiration Date 10/17/07 Qty Unit Charge Per Extension BASE FEE 15.00 .13.00 6.0000 EA PLB .FIXTURE 78.00 1.00 15.0000 EA. PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 - 1.00 3..0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 4.00• 3.0000 EA' PLB GAS PIPE 1-4 OUTLETS 12:00 1.00, 15.0000 EA PLB GAS METER 15.00 Special Notes and Comments 1.727SF DWELLING / V -NR / RES -3 /[ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA, „ OR DRIVEWAY APPROACH. April 20, 2007 12:50:17 PM AORTEGA Other Fees . . . . . . ART IN PUBLIC PLACES -RES - 20.00 ' DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER- RES 995.00 ENERGY REVIEW FEE 68.15 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 'DIF PARKS/REC - RES 892.00 . COVE PRECISE PLAN FEE 100.00 STRONG MOTION (SMI) - RES 11.10 DIF STREET MAINT FAC -RES. 67.00 DIF TRANSPORTATION -RES 1930.00 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 1006.73 .00 .00 1006.73 Plan Check"Total 524.29 250.00 .00 274.29 Other Fee Total 4674.25 .00 .00 4674.25 Grand Total 6205.27 250..00 .00 5955.27 LQPERVIIT - .It `Building 5_3'z� J Address Owner Mailing Address 4 �it Zip - f o1 e Cont tor Tihf 4 4 a" P.O. BOX 1504 A Vie- IWDOZA 78-495 LA QUINTAC CALIFORNIACAL FORN A 92253 O 7 266? APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. a � A.P. Number % -% /Z - cy/3 Tel. Legal Description 40 S7- 33`/--7651 Project Description 1 3E5 F6_Kcvco e-( S+ - n . up lei. i gac, 43 Z Sbc *V 13 3Y• 9 65 2 State Lic. City & Classif. f3.- g:'_30-7gg Lic. # Arch., Engr., Designer W1� ulty I zip State Lic. # LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for 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 penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions 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. If, however, the building or im- provement 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). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct 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.) ❑ 1 am exempt under Sec. B. & P.C. for this reason WORKER'S 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 O Copy is filed with the city. ❑ 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 any person in any manner so as to become subject to Workers' Compensation Laws of California. Date 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 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 applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Sq. Ft. Size No. orieS No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Validated by: 25-1 78 S. PINK = FINANCE Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 090 Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure ILI I M1 UINTA FINA NCE DEPT. TOTAL REMARKS • • ZONE: Minimum Setbi Distanc 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: YELLOW = APPLICANT PINK = FINANCE Date 4/23/07 No. 29366 Owner Michael Garcia Address City Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # Study Area No. of Units ,z ,S� Q BERMUDA DUNES o Cn RANCHO MIRAGE INDIAN WELLS PALM DESERT y LA QUINTA �INDIO y� O 774-092-013 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 53255 Avenida Mendoza 1727 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time,. the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been deterininetl that 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 Education.Cotie„Sectidn 17620 and Government Code 65995 Et Seq. in the amount-bf' $2.63 X 1,727 S.F. or $4,542.01 have been paid for 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., OC/Wells Fargo - Michael Garcia Check No. 0069209562 Name on the check Telephone 951.334.9657 Funding Residential By Dr. Doris Wilson Superintendent Fee collected /exem to y Sh o McGilvrey Payment Recd s g9:oo $4 542.01 s�overtunder Signature f NOTICE: Pursuant to Government Code Section 66020( this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting QLD REPUBLIC TITLE CO a RIV RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: AND MAH. TAX STATEMENT TO: Michael E. Garcia 7138 Foxcroft Street Riverside, CA 92506-6125 Order No. 2807025989—/ q Escrow No. 23307 Parcel No. 774-092-013 DOr't# 2006-0701838 09/ka/2006 08:00A Fee:10.00 Page.1 of 2 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder 1111111 111HII 1111111111111111111111111111111 VIII 11111111 I S S R R U PAGE SIZE DA MISC LONG RFD COPY M A L 465 426 PCOR COR SMF NCHG Exn a GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) THAT DOCUMENTARY TRANSFER TAX IS COUNTY $170.50 X computed on full value of property conveyed, or k computed on full value less liens or encumbrances remaining at the time of sale: unincorporated area: X La Quinta, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, June Sward, an unmarried woman hereby GRANTS to Michael E. Garcia, a single man the following described real property in the County of Riverside, State of Califoinia: Lot 1, Block 212 of Santa Carmelita at Vale La -Quints, Unit #20, as per map recorded in Book 20, Page 50 of Maps, in the Office of the County Recorder of said County. June d Date July 17.2006 STATE OF CALIF RMA }SS COUNTY OF%p'_p������ } On me,(�G P y ' �rcnnalh M....... ro. (or proved% me on the basis of satisf evidence) to be the persons) w se nem i e subscribed to`the within iFm t and acknowledged tome that �ey executed the same in hi er eir auth capacity(ies), and that by hi, err signature(s) on the instrument a person(s� or the entity upon be a f of which the person(s) acted, executed the inent WITNESS my han and official seal. Signature r i0PMVSONDRA A. UND Commission # 1528807 C0mn1-ExplMNov2l.2W8 Notary Public - California Riverside County TITLE 24 REPORT Title 24 Report for: Residence for Michael Garcia Monterey La Quinta, CA. Project Designer: EW -Webb Engineering Inc 2023 Chicago Ave. Ste. B-14 Riverside, CA 92507 (951) 788-2050 Report Prepared By: Earl W. Webb EW -Webb Engineering, Inc , 6108 Trujillo Way . Riverside, CA 92509-6210 - (909) 681-8447 CITY 'O LA'QUINTA Job Number: BUILDING & SAFETY DEPT. APPROVED 2006-372 APR 0 2.2001 FOR CONSTRUCTION 183Y DATE D ate 3/27/2007 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number: 2006-372 User Number: 5550 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 7 Form WS -5R Residential Kitchen Lighting 9 HVAC System Heating and Cooling Loads Summary 10 Room Load Summary 11 EnergyPro 4.3 by EnergySoft Job Number: 2006-372 User Number: 5550 • y EnergyPro 4.3 by EnergySoft Job Number: 2006-372 User Number: 5550 11 Certificate Of Compliance : Residential ❑ Addition (Part 1 of 4) CF-1 R BeSidPnnP for Michael Project Title nnterey La Garcia ❑ Multi Family ❑ Existing + Add/Alt 3/27/2007 Date Project Address Building Front Orientation: (S) 180 deg Raised Floor Area: Building Permit # EW-WPhh Enaineerina_ Inr. Natural Gas (909) 681-8447 1,750 ft2 Documentation Author. Telephone Plan Check/Date FnArdVPrn Compliance Method 265 ft 2 Avg. U: 0.34 15 Climate Zone Field Check/Date TDV Standard Proposed Compliance Number of Stories: (kBtu/sf-yr) Design Design Margin # of Thermostat Space Heating 1.61 2.04 -0.43 Units Zone Type Type 100 Conditioned Sethack Space Cooling 61.15 60.15 1.01 Fans 8.69 10.51 -1.82 Domestic Hot Water 12.42 10.76 1.66 Pumps 0.00 0.00 0.00 Totals 83.88 83.46 0.43 nt better than Standard: M Building Type: [j] Single Family ❑ Addition Total Conditioned Floor Area: 1,750 ft2 ❑ Multi Family ❑ Existing + Add/Alt Existing Floor Area: n/a ft2 Building Front Orientation: (S) 180 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 1,750 ft2 Fenestration: Average Ceiling Height: 10.0 ft Area: 265 ft 2 Avg. U: 0.34 Number of Dwelling Units: 1.00 Ratio: 15.1% Avg. SHGC: 0.33 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name HVAC SVstam Floor Area Volume 1 7507,0 17 snn Units Zone Type Type 100 Conditioned Sethack Hgt. Area 2 —n/a OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall Wnnd 517 0109 R_13 R-0 n 1An An Door NnnP 24 0.500 None R-0_0 180 9.Q Wall. Wnnd 334 0-102 R_13 R-0.0 270 90 Wall WnIId— 553 n 102 —R13 R_n n go nnnr None 41 0.500 Nnne R-0.0 An Wall Wnnd 315 n.109 R_13 R-0.0 90 90 Rnnf Wnpri 1 75n 0 032 R-30 R -n n n Gains Condition Y / N Status JA IV Reference Location / Comments R1 11111111110�. _. ►:/ ■ - ►1 ■ ►:1 RNI ■ � Run Initiation Time: 03/27/07 18:09:26 Run Code: 1175047766 EnergyPro 4.3 by EnergySoft User Number: 5550 Job Number: 2006-372 Page:3 of 11 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Residence for Michael Garcia 3/27/2007 Project Title Date # Exterior Shade Type FENESTRATION SURFACES Hgt. Wd. Len. Hgt. LExt. True Cond. Location/ # Type Area LI -Factor" SHGt2 Azm. Tilt Stat. Glazing Type Comments -I- Window Front (S) 94.5 0.340 NFRC -O-a3 NFRC 180_ q New Andersen Permashield 1 st Flonr 2 Window Front (S) 16.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield 1st Floor 3 Window Left (W) 5.0 0.340 NFRC 0_33 NFRC 270 90 New Andersen Permashield 1st Floor 4 Window Left (W) 33.3 0.340 NFRC 0_33 NFRC 270 90 New Andersen Permashield 1st Floor 5 Window Rear (N) 33.3 0.340 NFRC 0_33 NFRC 0 90 New Andersen Permashield 1 st Floor 6 _Window Rear (N) 5.0 0.340 NFRC 0_33' NFRC 0 90 New Andersen Permashield 1st Floor L Window Rear (N) 20.0 0.340 NF$C-O.0 NERC -4 90 New Andersen Permashield 1st Floor 8 Window Right (E) 33_3 0.340 NFRC 0.33 NFRC 90 90 New Andersen Permashield 1st Floor. 5 Window Riga (E) - .35,0 0.340 NFRC 0.33 NFRC 90'90 New Andersen Permashield 1st Floor 1Q Window Right (E) 9.0 0.340)NERC 0.33 NFRC 90 90 New Andersen Permashield 1st Floor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. 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. Hgt. 1 Bug Screen 0.76 5.0 5.0 0.0 1.5 2.0 2.0 . 2 Bug Screen 0.76 1.0 6.0 0.0 1.5 2.0 2.0 3 Bug Screen 0.76 1.0 5.0 4.0 0.1 4.0 4.0 4 Bug Screen 0.76 6.7 5.0 4.0 0. 4.0 4 0 5 Bug Screen 0.76 6.7 5.0 . 0.0 1.5 2.0 2.0 6 Bug Screen 0.76 1.0 5.0 0.0 1.5 2.0 --u 7 Bug Screen 0.76 4.0 2.0 0.0 1.5 2.0 2.0 8 Bug Screen 0.76 6.7 5.0 6.0 0.1 6.0 6.0 9 Bug Screen 0.76 1.0 7.0 6.0 0.1 6.0 6.0 10 Bug Screen 0.76 3.0 3.0 0.0 1.5 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 205 None No Insulation 26-A1 New 1st Floor Run Initiation Time: 03/27/07 18:09:26 Run Code: 1175047766 EnergyPro 4.3 by EnergySoft User Number: 5550 Job Number: 2006-372 Page:4 of 11 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Residence for Michael Garcia 3/27/2007 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Central Furnace 93% AFUE Split Air Conditioner 14.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Attic 4.2 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Rheem 41VRP50PT Small Gas Kitchen Pipe Ins 1 40,000 50 New 0.65 n/a n/a Multi -Family Central Water Heating Details _ Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Tvoe In Plenum Outside Buried Insulation REMARKS JVhole House COMPLIANCE STATEMENT _ ... . This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: E%VA lam`. L. ]1" Title/Firm: EW -Webb Enaineerina Inc Address: 2023 Chicago Ave. Ste. B-14 Riverside CA 92507 Telep e: 1 788-2050 Lic. #: i (signature) ate) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Documentation Author Name: Earl W. Webb Title/Firm: EW -Webb Engineering, Inc Address: 6108 Trujillo Way Riverside, CA 92509-6210 Telephone: (909) 681-8447 (signature) (date) CF -1 R Certificate Of Compliance : Residential (Part 4 of 4) Residence for Michael Garcia 3/27/2007 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field The Roof "R-30 Roof Attic" includes credit for a Radiant Barrier installed Der Section 3.3.3 of the Residential Manual. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- approved HERS proviaer using t:t� approved testing anafor ventication metnocis ana must be reported on the c:r-arc Plan Field installation certificate. The HVAC System "HVAC System" incorporates a HERS verified Refrigerant Charge test ora HERS verified Thermostatic Expansion Valve. The Cooling System 'Bryant 556AN048-B/350MAV048060" includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. EnergyPro 4.3 'by EnergySoft User Number: 5550 Job. Number: 2006-372 Page:6 of 11 V Mandatory Measures Summary: Residential (Page 1 of 2)- MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the permit application documentation. NIA DESIGNER ENFORCE - MENT Building Envelope Measures ❑ 0 ❑ § 150(a): Minimum R-19 in wood ceiling insulation or equivalent LI -factor in metal frame ceiling. ❑' ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ - Q ❑ . apply to exterior mass walls). ❑ ❑ ❑ § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ 0 ❑ 1. Masonry and factory -built fireplaces have: ❑ ❑X ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ 0 ❑ b. outside air intake with damper and control, flue damper and control ❑ 0 ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ Q ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ ER ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include El O F-1CF-6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ a ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain El❑ ❑ ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ 19 ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ 0 ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1506): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑X ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ER ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. ❑ ❑ ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall'be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.3 by EnergySoft User Number: 5550 Job Number: 2006-372 Page:7 of 11 I-1 Mandatory Measures Summarv: Residential (Page 2 & 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk ('),below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑X ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined.or constructed with materials other than ❑ X❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ ® ❑ 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ® ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ® ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ ® ❑ 7. Flexible ducts cannot have porous inner cores. § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑. ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ®. ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are. electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑X❑ ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑X ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires.❑ X❑ ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are❑ X❑ ❑ controlled by an occupant sensor that complies with Section 1)9(d) that does not turn on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are❑ X❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑X ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.3 by EnergySoft User Number: 5550 Job Number: 2006-372 Page:8 of 11 Residential Kitchen Lighting Worksheet WS-5R Residence for Michael Garcia 3/27/2007 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts Yes No x = or Yes No x = or Yes No x - or Yes No x = or Yes No x - or Yes No x = or Yes No x' = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = . or Yes No x = or Yes No x or Yes No x = or Yes No x = or Yes No x = or Yes No x or Yes No x = or Yes No x = or Total A: 0 B: 0 L COMPLIES IF A z B YES ® -NO ❑ HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAMEDATE Residence. for Michael Garcia 3/27/2007 SYSTEM NAME FLOOR AREA HVAC System 1,750 Total Output (Btuh/sqft) 27.1 Total Output (sgftrron) 442.1 Air System CFM per System 1,545 Airflow (cfm) 1,545 Airflow (cfm/sgft) 0.88 Airflow (cfmrron) 390.3 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions (EATING SYSTEM PSYCHROMETRICS 26.0°F 67.7°F 67.7°F Outside Air 0 cfm Supply Fan Heating Coil 1545 cfm 67.7 OF SYSTEM LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAKCOIL HTG. PEAK CFM Sensible Latent CFM Sensible 879 21,511 2,802 775 0 0 28,861 0 3,344 3,703 0 0 0 0 0 0 0 3,344 3,703 28,200 2,802 36,266 Bryant 556AN048-B/350MAV048060 37,421 3,964 56,000 Total Adjusted System Output 37,421 3,964 56,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am ream Temperatures at Time of Heating Peak) 105.0 °F k Return Air Ducts 1� Supply Air Ducts 102.7 OF ROOMS 70.0 OF I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0 / 77.6 OF 80.0 / 63.4 OF 80.0 / 63.5 OF 55.0/53.70F JW O Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 57.0 / 54.5 OF 1545 cfm 42.9% R.H. ROOMS 80.0/63.4 °F 78.0/62.8°F Return Air Ducts EnergyPro 4.3 by EnergySoft User Number: 5550 Job Number: 2006-372 Page: 10 of 11 BOOM LOAD SUMMARY PROJECT NAME Residence for Michael Garcia DATE 3/27/2007 SYSTEM NAME HVAC System FLOOR AREA 1,750 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 1st Floor 1 st Floor 1 879 21,511 2,802 879 21,511 2,802 775 28,861 PAGE TOTAL 1 879 21,511 2,802 1 775 28,861 TOTAL 1 879 21,511 2,802 775 28,861 EnergyPro By EnergySoft User Number: User. Job Number: 2006-372 Page:11 of 11 .rf►r ER -4922 R E'P . 0�T . Reissued November 1, 2001 ICBG Evaluation Service, Inc. 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: FASTENERS -Steel Gusset Plates MITEK TRUSS CONNECTOR PLATES MITEK INDUSTRIES, INC. POST OFFICE BOX 7359 ST. LOUIS, MISSOURI 63177 1.0 SUBJECT MTek Truss Connector Plates. 2.0 DESCRIPTION 2.1 General: Models M-20, M 1120, M-18, M 1118, M-16, M 11 16, M-20 HS and M 1120 HS are metal connector plates for wood trusses. The plates are manufactured to various lengths, widths, and thicknesses or gages, and have integral4eeth that are de- signed io laterally transmit load between truss wood mem- brim. rMnnn nrxl ridcrdallonn muni lin nrdunillrxl to Ihn tndlffinq onward Iter Ilan trununm unlrgl nrnlnl cururnclnr Idnlnndnncrllrmd in this report. 2.2 Materials: 221 Models M-20 and M 1120 Connector Plates: Model M-20 and Model M'11. 20 plates are manufactured from mini- mum No. 20 gage 10.036 inch (0.91 mm)) ASTM A 653 Grade 40, structural -quality steel with a minimum yield strength of 41 ksi (283 MPa) and a G 60 galvanization coating. The plates have repeating 1-inch=square (25 mm) modules of teeth stamped out and formed at right angles to the face of the par- ent metal. Each module has four slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by puffing two teeth out of each slot and resulting in each mode having eight teeth. The transverse center Imes of adjacent slots are staggered 0.15 inch (3.8 mm) in a longitudinal direction. Lon- gitudinal center lines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross sec- tion at its base, and twists approximately 22 degrees to its point. See Figure 4 for details. 2.2.2 Models M-18 and M 1118 Connector Plates: Model' M-18 and Model M 11 18 plates are manufactured from rr»n1- mum No. 18 gage thick 10.0478 inch (121 mm)) ASTM A 653 Grade 40, structural -quality steel with a minimum yield strength of 41 ksi (283 MPa)'and a G 60 galvanaation.coat- ing. The plates are available in widths of 1 to 12 inches (25.4 to 305 mm) and lengths of.2 to 20 inches (51 to 508 mm). in 1 -inch (25.4 mm) increments. The teeth are loaned by punch- ing slots 0.43 inch (10.9 mm) "arid 0.125 inch (32 mm) wide. creating two teeth from each slot. Each module has eight teeth per square ch re inch (0.0124 teeth per square millime- ter). Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its pant. The teeth are approximately 318 inch (9.5 mm)long. See Figure 4 for details. 2.2.3 Mod�15 M-16 and M 11 1,6 Connector Plates: Model M-16 and, . el M 11 10 plates are manufactured from mini- mum No.14age-thick (0.058 inch(1.47 mm)) ASTM A 653 Grade 40, Mural -quality steel with a G 60 galvanization coating. Slots 0.54 inch (13.7 mm) in length are punched along the perpendicular axis of the plates. The metal dis- placed by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave lorm. facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch (9.4 mm) tong, and there are 4.8 teeth per square inch (0.0074 teeth per square millimeter) of plate area. Plates are available in 1 -inch (25.4 mm) width increments. up to 12 inch- es (305 num), and lengthwise in 1 h/44nch (31.7 mm) multiples. See Figure 4 for details. 22.4 Models M-20 HS and M 1120 HS Connector Plates: Model M-20 HS and Model M II 2b HS plates are, manufactured from minimum No. 20 -gage (0.0360 inch (0.91 mm)), ASTM A 653 Type 11 Grnde 60, high-rttrenplh low- nHny (11!11-A) ninnl w1111 is 0 (Ill univtuaxidltrn carnlbrU. Un- peethig 3/4-ituJrby-1-inch (10 nun by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (32 mm) wide, fabricated by un pching two teeth out of each slot area and resulting in each module having six teeth. Each module is separated by a 0.25 -inch -wide (6.4 mm) strip of unpunched steel. The trans- verse center Imes of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal center lines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is addi- tionally shaped. twisting an approximate 22 degrees to its pant See Figure 4 for details. Model M 1120 HS plates are identical. to M-20 HS plates. 2.3 Allowable'Loads: Tables 1 through 3 provide allowable lateral loads, tension loads, shear loads, and reduction factors for the metal plate connectors. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construct-. tion, ANSUTPI I-1995. A copy of the ANSVTPI 1-1995 stand- ard must be supplied to the building department when this is requested by the building official. 2.3.1 Lateral Resistance: Each metal connector plate must be designed to transfer the required load without exceeding Om allowable load per square inch of plate contact area, based on species; the orientation of the. teeth relative to the load' and the direction of load relative to grain. Design for lat- viral resistance must be in accordance with Section 112.1 of ANSUTPI 1-1995. Table 1 shows allowable lateral loads for the metal connector plates. N 2.32 Tension Resistance: Each metal connector plate must be designed for tension capacity. based on the orienta- tion of the metal connector plate relative to the direction of toad. Design for tension must be accordance with Section 112.2 of ANSI/TPI 1-1995. Table 2 shows allowable tension loads for the metal connector plates. Additionally, the net sec - bon of the metal connector plates for tension joints must be designed using the allowable tensile stress of the metal. ad- REPOWS-are nor to be construed as representing aesthetics or any or/ter anr&ures not specifudly addressed, nor are they to be construed as an endorsement of rhe subject of the report or a trcommendation for its are. There is no warranty by 1CB0 Eivi cation Service. 111 c.. express or implied. as to onvfnding or other matter in this report. or as to any product covered by the report. Page 1 of 6 Page 2 of 6 justed by the metal connector plate tensile effectiveness ra- tios shown in Table 2.. 2.3.3 Shear Resistance: Each metal connector plate must be -designed for shear .capacity, based on the orientation of the plate relative to all possible lines of shear. Design for shear must be in accordance with Section 11.1.3 ofANSI/TPI 1-1995. Table 3 shows allowable shear loads for the metal connector plates. Additionally, the net section of the metal connector plates for heel joints and other joints involving shear must be designed using the allowable shear values for the metal connector plates, adjusted by the shear resistance effectiveness ratios shown in Table 3: 2:3.4 Metal Plate Reductions: Several allowable load re- 11tw ton fartntn tut Ihn ninlal plolnn, whnn Illny nta applicahla, mist be considered cumulatively to the design of metal con- nector plates used in fabricated wood trusses: 1. Allowable lateral resistance values for the metal connec- tor plates must be reduced 15 percent when the plates are installed on the narrow face of truss lumber members, 2. Allowable lateral resislonce values must be reduced by '20 percent when the metal connector plains are Installed In lumber having a moisture content greater than 19 per- cent at the time of truss fabrication. 3. Allowable lateral resistance values for metal connector plates installed at the heel joint of fabricated wood trusses must be reduced by the heelyoint reduction factor, HR, as follows: HR m 0:85 =. 0.05(12tan.0 - 2.U) where: 0.655 HR 50.85 8 = Angle between lines of action of the top and bottom chords shown in Figure 3. Thin hnol•lnlnl rn(luctlon Inclor (loon not ripply In condlllonn with Ing Owed nlupnn utnnint Ihno 17.1l 2.3.5 Cornbhred 81tear and 'renslon: Each natal cunnac- for plate must be designed for combined shear and tension capacity, based on the orientation of the metal connector plate relative to the directions of loading. Design for combined shear and tension must be in accordance with Section 11.2.4 of ANSI(TPI 1-1995. 2.3.6 Combined Flexure and Axial Loading: Metal con- nector plates designed for axial forces only are permitted as spllces'In the top and bottom chord when the splices are lo- cated within 12 inches (305 mm) of the calculated point of zero moment. Design of metal connector plates• located at splices in the top and bottom chord that are not located within 12.inches (305 mm) of. the calculated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to the building offi- cial for the trusses using metal connector plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the metal connector plates may be increased for duration of load in accordance with Section 2316.2 of the code. Cal- culations must specify .the. deflection ratio or the maximum deflection for live and total load. For each truss design draw- ing, the following minimum information should be specified by the design engineer: 1. Truss span, spacing, and slope or depth. 2. Dimensioned location of truss joints. 3. Model, size and dimensioned location of metal connector plates at each joint. . ER -4922 4. Truss chord and web lumber size, species, and grade. 5. Required bearing widths at truss supports. 6. Top and bottom chord live and dead loads, concentrated loads and their locations, and controlling wind or earth- quake loads. 7. Design calculations conforming to ANSI/TPI 1-1995 and any adjustments to lumber and metal connector plate al- lowable values for conditions of use. 2.5 Truss Fabrication: Plate connectors shall be installed by an approved truss fabri- catorwho has an approved quality assurance program cover- ing the wood truss manufacturing and inspection process, In ncrorrlanra wilh ganllnim 7:171.1 and 7:171.3 of Ilia onfla anti Section 4 of ANSI/IPI 1-1095, National Standard lot Metal Plate Connected Wood Truss Construction. The allowable loads recognized in this report are for plates that are pressed• into wood truss members using hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that fend trusses Into a slatlonsry finish roller press, 2.6 Identification: The MiTek connectors are identified by a blue stripe alternat- ing with the name "MiTek" and'an imprint of the plate name embossed into the surface of the plate. (For example, the M-16 plate is embossed "M-16.') 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. 4.0 FINDINGS That the MiTek truss connector plates for wood trusses daecrlbed In this report comply with the 1007 Un/form nNfnllnp florfa'", eublool to Ilia tollowlnu nondlllmrs: 4.1 Plans and calculations are submitted to the build- ing official for the trusses using metal connector plates described in this report. 4.2 The metal connector plates are designed to trans- fer the required loads using the design formulae in ANS11TPI 1-1995. A,copy of the ANSI/TPI 1-1995 standard must be supplied to the building depart- mentwhen this Is requested by the building official. 4.3 The allowable loads for the metal connector plates comply with this evaluation report. 4:4 . Metal connector plates are not permitted to be lo- cated where knotp occur in connected wood truss members. 4:5 Metal connector plates are installed in pairs an op- posite faces of truss members. 4.6 Trusses using metal connector plates described in . this report must be fabricated by a truss fabricator approved by the building official; in accordance with Sections 2321.1 and 2321.3 of the code. 4.1 Allowable loads shown in the tables in this report may be increased for duration of load in accord- ance with Section 2316.2 of the code. 4.8 Allowable loads shown In the tables In this report are not applicable for metal connector plates em- bedded In lumber treated with fire -resistive chemi- cals. This report is subject to re-examination In two years. "Pale 3 of 6 ER -4922 TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES " - - DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF . PLAT " PLATE MODEL LUMBER SPECIES SPECIFIC GRAVITY E' I AA EA AE EE I Allowable load Par Plaid (pounds per square inch of plats contact anal i M-20 and M U 20 , Southern yellow pine . I 0.55 249 196 .. 184 200 Douglu fir -larch 0.50 220 195 180 190 Hem -fir 0.43 185 148 129 145 t Spruce -pint -fir 0.42 197 144 143 137 " - M I8 and M II IR L Southern yellow pine 0.55 195 188 159 151 Douglas fir -larch _ 0.50 170 148 157 147 Iietu•fir 0.43 I31 147 148 141 Spruce -pine -fir 0.42 140 138 134 108 i " M -l6 and M ll 16 Southern yellow pine 0.55 174 126 147 122 Douglas fir -larch 0.50 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce-pine-fii 0.42 127 82 75 107 M=20 HS and M 120 HS Southern yellow pine 0:55 187 143 138 150. Douglas fir -larch '.' . 0.50 165 146 13S 143 I Hem -fir. . 0.43 1 139 111 91 .109 I S auto• ina-fir 0,42 148 108 107 103 I ut III I 1 .IUI/Int�IN ` O.NV Itl'a.. IN00 1'1{11110 1 AI[ N dkill ipll1111 of 111010 11110nIN111111• Wetal eulultelut plaits we installed lu pain un uppuslle fares tit Uuss memllets. TABLE 2 -ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS( DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATES 0° 90• 0• I 90` ' Allowable Tension Loads . PLATE MODEL (pounds per Inch per pair of plains) Tendon Load Efficiency Ratio M•20.nnd M Il 20 1,126 840 0.72 0.47 M-18 and M U 18 1,402 1,120 0.59 10.47 M-16 and M U 16 1,985 802 i 0.69 0.28. M-20 HS and M11 20 HS . 1,661 1,063 I 0.64 ! 0.41 For SI: 1 Ibf/inch = 0.175 N/mm. ISee Figure 2 for a description of plate orientation. 2The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate teeth were sheared during plate fabrication. .')The allowable tension leads Ott based on base metal thicknesses of 0,0368, 0,0493 and 0,060 inch for the No, 20, 18 and 16 gage steel plates, respectively. 'TABLE 3 -ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS " For Sl: 1 IbUinch = 0.175 N/mm. IThc allowable shear loads arc based on base metal thicknesses of 0.0368, 0.0493 and 0.060 inch for the No. 20, 18 and 16 gage steel plates, respectively. A DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE 0• 30• "1110• 90• 120• 1 130- 0• 30- 1 60• 90° 120° 1S0- Allowable Shear Load' PLATE MODEL (pounda per Inch per pair of plates) Shear Load Efficiency Ratio M=20 and M U 20 574 739 936 645 490' " 544.' 0.49 0.63 0.79 0.55 0.42 0.45 -. M-18 and M.1'18 748 991 1,174' 815 • 626 89 ' 0:47 0;63 0.74• 0.52 0.40 0.37 M•16and M'U 16. 1,041 1,173 1,402 1,053 914 '1672 0.54 0.61 90.73 0.33 0.48 0.35 M-20 H$ and M 11 20 HS 761 I.08S 1,184 792 608 337 O.A3 . 0.61 0.67 , 0.45 0.34 0.30 For Sl: 1 IbUinch = 0.175 N/mm. IThc allowable shear loads arc based on base metal thicknesses of 0.0368, 0.0493 and 0.060 inch for the No. 20, 18 and 16 gage steel plates, respectively. • Page 4 of 6 ER -4922 In nd �11--_—^• I and t.n,ol i1TTTiTiTlii'lll' 'i71TifI7Tl'i171f1 Lnad L.:.t-- •—-���._.�--�. .. 'nt � L IIII IIIIIIIII IIIliII�l IIIIIIIII .... AA Orientation J EA Orientation • 'k Load --- _=__(____I=_ --I — — — T Load t Load AE Orientation EE Orientation FIGURE t—PLATE ORIENTATIONS FOR LATERAL RESISTANCE VALUES Length , (a) . 00 Plate Orientation Wean, 1111.11111:11111111111111111111111 ( ') 900 Plate Orientation . FIGURE 2=PLATE LENGTH AND WIDTH FOR ALLOWABLE TENSION VALUES FIGURE 3 --HEEL JOINTS TO WHICH THE REDUCTION FACTOR, NR, APPLIES MiTek Connector Plates c o o' o c o o c=• ' c c• o r-�. � o o tn N M-201 M I 120 o o o 0 0.150 I 0.500-1 0 0.450' _ 1.00(" C O C 'y L_•D O C7 r� C O O C r= (� M-18.1 mil 18 �� � � o C= L:--)-� o O o O t—•. l_� O C O N — 0 . 0.120^ osoo- C 0.430' 1.000' M-16/M1116 r b o b 0.100" h I 1 i 0.640" d i 0.540' 0.500 ti ,'= c i C— ` �, M-20 HS/ M11 20 HS C. ✓ O f�� L= p C r.•: �► C C C . r=) J 0.150'ci 0.500" 1 0 4.W FIGURE 4—METAL CONNECTOR PLATE DIMENSIONS Page 6 of 6 • ER-4922 M20 ! M1120 M18/M1118 + I �►���.�. 1��.�1 ,� X11 �s'� ��� 017 L � _ y oAs �0. M20HS / M1120HS M16 / M1116 U (. All .../�. 1 r:T 1 f►g11NC4 MCIAI 1.11MMI-111H►•1 All: L11MCI4h11.1Nb (LunllnuuJ) 1 This.. safety, alert 'symbol 'is"used ;toy ettracf your " a• attention!_i?ERSONALSAFETYISINVOLVED! When you see this symbol.- BECOME ALERT --HEED iTS MESSAGE.:,, CAUTION: ACAUTION identifies safeopbratingprac- tires or indicates-unsafei conditions that could result to personal injury ordamage to structures. HIB =91 Summary Shebt. COMMENTARY and RECOMMENDATIONS for. HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES,°. " It is the responsibility gt tfie instiller (builde ,building contractor, licensed contracto ereclororer��tioncontractor).toperlyrQeiye unload More, handle. installand brace ,net L -iiq conn cted woorJ trusses to prot�r lite and grgr The installer must exercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superiorto , the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These'recommendations are based upon the collective experience of leading technical personnel in the wood truss . CAUTION: The builder, building contractors licensed contractor, erector or erection: contractor is;ad- vised to obtain and read the entire:booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing YMetal Plate Connected Wood Trusses, H!B-91"from the Truss Plate Institute. DANGER! A- -DANGER de"sig►iates Aa',cor clition wherefailureYto foltow.instrt.tction's or heed warn= ing wilt most likely result In serious personal injury ,oudeath.or damage to structures.... ' ' WARNING-- 'A WARNING describes a condition where failure to follow instructions could result in severe personal'injury'or damag,to structures. TRUSS'PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as guide for the use of a qualified building designer or installer. Thus, the Truss Plan Institute, Inc. expressly disclaims any responsibility for damages arising from IN use, application or reliance on the recommendations and information container herein by building designers, installers, and others. Copyright ® by Truss Platt 'Institute, Inc: Wl rights reserved. This document or any part thereof must not bt reproduced in any form without written permission of the publisher. Printed in IN United States of America. ' CAUTION: All temporary braci ng-should benoles than 2x4 grade marked lumber. All connection should be made with minimum of 2-16d nails. Ai trusses assumed 21 on -center or less. Ali muttt-p( trusses should be, connected together in actor dance With design�drawings prior to installation. TRUSS STORAGE 'CAUTION: Trusses should notbe unloaded on rough terrain or unw even surfaces Which could cause damage to the truss. A& CAUTION:.,Trusses stored horizontally should be supported. on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING' Do not break banding;until installation' begins. Care should be exercised in banding_ remov- ai to avoid shiftin of individual trusses., . ,J '4: �WARIViNG Donotlift bundied.trussesbythebands Do not use'damaged trusses.- CAUT'ION: Trusses stored,verticalty should. be braced to prevent toppling or tipping DANGER: Do'not`store bundles upright 6riless properly braced . Do not break bands until bundles <are `placed ina.stablehor`izontal p osition. DANGER Walking on trusses whlch arei-- 9L1111) is extremely dangerous -end -s# butd bestrictly prohibited.' s WARNING: _. .,r WARNING: Do notattachcables, chair, or hooks WARNING. Do not lift single trusses With span to the web members. -greater than -0'.by the peak. MECHANICAL 60e s INSTALLATION or less Ar les _r mately Approximately ngth 1/2 truss length Tag Truss.spans less than 30' Tag Lifting devices should be connected to Strongback. Line Line the truss top chord with a closed-loop attachment utilizing materials such as 'Spreader a 3r'' . Spreader Bar 9 I• —1 _- slings, chains, cables, nylon strapping, Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building ` NN ­ designer's framing plan and held with t_' Approximately Approximately the lifting device until the ends of the ` . 2/3 to a/a truss length n 1/2 to 2/3 truss length truss are securely fastened and tempo- - Greater -than 60' Less than or equal to 60' Tag I rary bracing is installed. Line Tag Line { Strongback," 10 10' spreader Bar spreader Bel Toe In Toe In At or above NIV mid -height i Approximately �E ' .•Approximately V2 to 2/3 truss length 2/3 to Va truss length Less than or equal to 60' Tag Tag Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate-for'the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracjf:g arrangement is desired. The engineer may design bracing in accordance wit; TPI's Pec6mmended Design Specification forT'emporar Bracin of and A - - TemporaryBracing g , 1 In some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOF G]3 Top Chord - Typical vertical attaehn End Wall Si 1' 9 E \ ':lator I.(LB� 9 Ground braceNk 1,j � iGround brace lEnd brriC ` lateral (LB,) \ diagonals (Ge„)//�y f Not 2n° floor system shall have �( adequate capacity to support ground t Strut Y- bracos. I (ST) —2nO floor stake i� Backup ground i ' I 1 ' `t ------•--1Driven ground-� Typical horizontal tic member with --1•'floor stakes multiple stakes HT) CAUTION: Ground bracing required for all installatioi>es "ttuss of I iup of trus (EB) IP - ITCHED TRUSS TOP CHORD TEMPORARY BRACING _ 'Note: Bottom Chord & webmember temporary bracing also required rolor to Frame 4. DF - Douglas'Fir Larch._',SP ' Southern Pine,', - :,• r HF=Hem Fir.- ` r �•$PF SprucePine•Fir il '' y T a„t• it y `.:. � „ t All lateral braces r �. Continuous Top Chord °r ,lapped at;least 2 Lateral Brace el ;trusses ' �_`' J -Required t 10" or Greater Attachment r • _ - a ,i F40 t Required ' S.O P`Q T` y'h 54 1es5:'t xF rt p 'S ' - " °� ; c•Tu%? rs,,. ta,, � '`" - r '�r f'*'zi rsy Ys � � ,. 4,.;` t; . ;_t. .. .�;_ ' + _° r t t fix.-'.'•`� ,r M;;N,y'i ".'' 4 ._ .Top dfords shat are �tefalty braced plt bud together and cause collapse if there is no diagor ,l _-:'y , tuv:k 3:>„ •. 4 .it"+ �.�` .` tracing. Diagonal bracing should be nailed tot s r underside of the top chord when pudhts are . tachad to the topside of the top chord. r r 7 •.ar Y�•:C .,.v..;u„k .._4 } ..Y}.,i..N.. v.,t - f J "--WAR `HING `I=aili.i'r`et61611OW these e birirnefidatidinsc6uldF�sutt .,dr H & a R fi 7`� M+f •�Td At. * �` C.' wslf fA . severe personal injury pr damage tci tr;usSeg or bulidIngs.- s ':arx ri •r _ ,. - t 6!`-.w.tyr SCISSORS TRUSS,TOP CHORD TEMPORARY.BRACING t, r 'ati TOP CHORD y ` MINIMUMTOPCHORD TOP CHORD DIAGONALBRACE .-MINIMUM LATERAL BRACE SPACING(PB.) SPAN "t ',PITCH „ .t SPAClNG(LBS)tnisses ' " SP/DF I SPF/HI Up to 32' 4/12 8' 20 115 Over 32'- 48' 4/12 6' 10 7 Over 4.8.'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer 'Note: Bottom Chord & webmember temporary bracing also required rolor to Frame 4. DF - Douglas'Fir Larch._',SP ' Southern Pine,', - :,• r HF=Hem Fir.- ` r �•$PF SprucePine•Fir il '' y T a„t• it y `.:. � „ t All lateral braces r �. Continuous Top Chord °r ,lapped at;least 2 Lateral Brace el ;trusses ' �_`' J -Required t 10" or Greater Attachment r • _ - a ,i F40 t Required ' S.O P`Q T` y'h 54 1es5:'t xF rt p 'S ' - " °� ; c•Tu%? rs,,. ta,, � '`" - r '�r f'*'zi rsy Ys � � ,. 4,.;` t; . ;_t. .. .�;_ ' + _° r t t fix.-'.'•`� ,r M;;N,y'i ".'' 4 ._ .Top dfords shat are �tefalty braced plt bud together and cause collapse if there is no diagor ,l _-:'y , tuv:k 3:>„ •. 4 .it"+ �.�` .` tracing. Diagonal bracing should be nailed tot s r underside of the top chord when pudhts are . tachad to the topside of the top chord. r r 7 •.ar Y�•:C .,.v..;u„k .._4 } ..Y}.,i..N.. v.,t - f J "--WAR `HING `I=aili.i'r`et61611OW these e birirnefidatidinsc6uldF�sutt .,dr H & a R fi 7`� M+f •�Td At. * �` C.' wslf fA . severe personal injury pr damage tci tr;usSeg or bulidIngs.- s ':arx ri •r _ ,. - t 6!`-.w.tyr SCISSORS TRUSS,TOP CHORD TEMPORARY.BRACING t, r 'ati 12. Note: Boltom chord& web member temporary br;c;ng 515o required rater to Frame -4. r OF = Douglas Fir -Larch SP _ Southorn Pine' 'HF.= Hem -Fir PPF .= Spruce-Plne-Fr y k. iy r 'All lateral braces ; i Ppw Continuous Too Chord la ed.at least 2 � Lateral Brace ` ' trusses. f; ` Required # x 10"or Greater Attachment Required _ - 001. °° ~ "Ilk Top chords that are laterally braced can budde Za. or {e �s�ey o QQ together and cause collapse if there is ndiago- nal nal bracing. Diagonal bracing should be nailed' - ° to the underside of the top chord when purlins are =45 attached to the topside of the top chord TOPCHORD MINIMUMTOPCHORD DIAGONALBRACE PITCH LATERALBRACE • SPACING(DBS) -- SPAN DIFFERENCE SPACING(LBS) ., : ; # trusses " SP/DF, I SPF/HF: Up to 28' 1 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer 12. Note: Boltom chord& web member temporary br;c;ng 515o required rater to Frame -4. r OF = Douglas Fir -Larch SP _ Southorn Pine' 'HF.= Hem -Fir PPF .= Spruce-Plne-Fr y k. iy r 'All lateral braces ; i Ppw Continuous Too Chord la ed.at least 2 � Lateral Brace ` ' trusses. f; ` Required # x 10"or Greater Attachment Required _ - 001. °° ~ "Ilk Top chords that are laterally braced can budde Za. or {e �s�ey o QQ together and cause collapse if there is ndiago- nal nal bracing. Diagonal bracing should be nailed' - ° to the underside of the top chord when purlins are =45 attached to the topside of the top chord BOTTOM CHORD TEMPORARY BRACING WEB MEMBER PLANE o +l \ RBOTTOMCFiORD' DF. Douglas Fir Larch '°SP Southern Pine': #BOTTOM CHORD DIAGONALBRACE° la� MINIMUM`S R LATERALBRACEr SPACING(bB� SPAN PITCH SPACING(LBJ } sses] F x r M H ., ;. as*? Up to 32' 1 4/12 15' 20 15 Over 321-48' 1 4/12 1 15' 10 7 Over 48'- 60' 1 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional en sneer WEB MEMBER PLANE o +l \ DF. Douglas Fir Larch '°SP Southern Pine': ea la� HF`; Hem -Fir 'SPF-7.Spruce-P(n4 r Y4 1W • C 0. i 'a All lateral k braces lapped attleast : f 2'trusses4 ? v d t 3l'ry .*r 515 r4 Bottom chord diagonal bracing repeated ; at %of., builtlingand at same °., r , h. X15, ,� M ' r .sptacing as'top chord diagonal bracing w, „BOTTOM CDfPLA►NE . WEB MEMBER PLANE f~2X4/2X6 PARALLEL GNORD.nI RUb.S r f ' TOP'CHORD TEMPORARY BRACINA S - r `F? '%f TOP,CIIORD� s `� J. xtk - TOP CHORD. 4DIAGONALBRACE MINIMUM LATERALBRACE SPACING z SPAN , k` v.if.� DEPTH ' !SPACtNG(LB� 's,[#trusses] 'rb sSPDF,---Y PF/HF�; Up to 32' 30" 8' 16 10 Over 32'- 48' 1 42" 1 6' 6 4 Over 48'- 60' 1 48" 1 5' 4 1 2 Over 60' 1 See a registered professional engineer Top chords that are laterally traced can buclde Continuous together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed Top Chord totheumfersideofthetopchordwhen purlins are Lateral Brace —T— attached to the topside of the top chord. Required 10"or Greater r.d r Attachment DF = Douglas Fir -Larch SP - Southerri Pine ' Required HF - He&Fir .a.. sPF . Spruco-Pine-Fir T/tr$ @ 5 1 •', �I / 6 SPF 2 o yze, 1.{ 30' or. .. (greater,- ;,.:.' i'r ".j�3'��f- �->t1r°U..:t .+�`�y,��;.;� `i',(•Js'6FY-.rt,� `�"^t it �' e5$ �4 S .� r i:.$ 4sfy7<4 Yr^-1`r.k.�Atl,,laterakbraceS'd� 0, r ,• K: t:k M� �3z s�, r it ,,. ,r .lapped at least ,�h �-;����� � ,/ * � > 4� ,, � •` r ratWOtrUSSeS��1�i'��, —The ,end diagonal t iil ar ! ihl. �i �".' i i J wfl 1 Y•F '�'y.� 1L�. f 4 'k . brace ,for cariblevered h urs t w trusses must be {•,.^--L,c.;�`s iY ii.,�: Itc�."�'� {9 '•'na'�°fir` �` �t . .. a,r placed on Vertical y'y �,a C, S''• s•° , rra, - r `rya },z ,�4 -.E•. L e 1 '� z T;.'' M:..c d'.sr• -z•'yt '* a,L a'(+`• .� si +: , 1 p r ,,,,:r �' webs in Itne with the ' End diagonals are essential foray • support ` f' ` stabiht and must tie`du ht ated d_ .c• f:+ti* f ..r°` {r R k,_., y - • ,x, ,e s �4- '1 x L °k ter .t. r k�.r :K ^t '., r' y: .�,.Ar ,�� .�,.• y �•+ , .r. `•T s. Y:rx T.."'rY... .'tF •i f.,r both ends.of,the truss systeri. R,r....•i.'a 'a.s4 .t�i-a,.4 �;i �,:t•4.`;:••`c?.•r.,-`+'Y@ai-h'".;:�lt''k„'�°'�f'�rx...,.: :. ",�s �: >�� ''��VUARNINGr�l=allure to tolfov� thes�recomrn�ndatlonscot�ild r cult lit' � ~a � a `r. w t° r� � t_d °A .,� r�;�.v •*. ,rc,e• -,3 d•, '• 1^, aw. m. very' 'KiJvi, -. -' ^u4if i�.e,df �'ri :r ,{t.+` a�J +f wu rw „= 3 '�'" �,�sever� persionat tnjitry,�or,,damege to trtasses or bulldir�gs �,.�, �' �,� . ;� ,. h. +. .. Y 1, «. �'�i, f . � �` ':J'� V .'� r ... c- _ .. 1r „r'*i usi t .. -.. .'ia; ... -�`• , 'N .� �. .. xF- •t �. ? .. - .. 'I'4x2 PARALLEL CHORD TRUSS TOP CHORD,TEMPORARY BRACING I,: Y`7 ;,° };: Continuous +. ,..... f, .. . Top Chord0. Lateral 3 ft 3 .t7z. . r l; Brace Top Chords that are laterally braced can bucldeo- Lateral B '• together and cause collapse if there is no diagt s�• y -a ,. r t *�. nal bracing. Diagonal bracing should be nailed > t4 y < s 7 s r to the underside of the top chord when pudins are 10°Or Greater < - attached to the topside of the top chord. a 7t • +, F s T 1 r ..,,, I : , ,..dry s y ... �tx tY« j ' ' i Attachment Required . r �ty.g J.+ }' , 04 � r,,- y.0 ;,`J j � °f* �J ��µ <x' � }3p,�OB � t r Y}'� y .� }.•tiX �yr.�-a r}'�`t �t,� s.�.. r r� r YI . "7r < r :,• •/ 3, -.,, x r' 4 t � Si 6 - l „',f �� � r 'tr . t9f �, .` C .; 7 4 r �� y - S TrU$ y- •< < ' x : yf .�� '* kF a'rr ,� � a���g{b i 9 w � a�tC iyy': ^� Y'•t . Trussesmusihavetum . ber oriented lli' the hori- r All lateral braces + .' ZonleI' direction. to use +r M. .: - this brace's• lapped at least pacing; - tWotrusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 'MONO:TRUSS TOP CHORD TEMPORARY BRA Gk 50" 1/4" 1/4" 1' E12" 24" 1/2' e •`' TOP CHORD TOPCHORD- DIAGONALBRACE, 3/4" °}MINIMUM - LATERAL BRACE;. SPACING(DB') .` SPAN ,: PITCH " SPACING(LB)4 is s], ;• - 5' SP D17 Up to 24' Up 3/12 8' 12 Over 24'- 42' 3/12 7' j 10 1 6 Over 4: - 54'1 3/12 6' 6 1 4 Over 54' - See a registered professional engineer ;Not e: Bottom chord.8 web momboctemporary bracing also required -refer to Frame -4 tee/ i. DF : Douglas Fir -Larch . SP •'Southern Pile 'HF • Hem -Fir SPF - Spruce-Pino-Fir 10 0y G t a y. ``i 5 Y Q / braCeS IapF at least 2: Diagonal brace ,�y r also required on a r trusses end verticals:' Continuous Top Chord " ? ......Lateral Brace }' Required 10" or Greater Top chords that are laterally braced can buckle. `� �''s , at. y}c•• together and cause collapse if there is no diago- nal bracing Diagonal boxing should be nailed ar a ; i/QSS ' µ _d ; s ; 1 45° Attachment to the underside of the top chordwhen purlinsare attached to the topside of the top chord. ''} ..te.: rra kit �.. i t Required ` n 5~ W�RiV1NG l<ailure to #oJlow the's erecomrrtendattor`s coblsuit i d•ren severe person M injury olydamagt= to trusses.`ox bU �dings_„ ,INSTALLATION TOLERANCES' ��v' tti BOW L Length "� t , 200'or 2 : U .. lesser of - D/50 or 2" %, — MaximumPlumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES WARt�It�tG �o riot c4t�trusses. ' L(in) U200 ;L(ft) 50" 1/4" 1/4" 1' E12" 24" 1/2' 2' 36" 3/4" Y. 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 1 6' 84" 1-314" T a 108" 2" V , 200'or 2 : U .. lesser of - D/50 or 2" %, — MaximumPlumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES WARt�It�tG �o riot c4t�trusses. ' L(in) U200 ;L(ft) 50" 1/4" 4.2' 100" 1/2" s, j, 150"1 Lesserof r $` 1 12.5' ;ssl y a T , 200'or 2 : U .. lesser of - D/50 or 2" %, — MaximumPlumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES WARt�It�tG �o riot c4t�trusses. ' L(in) U200 ;L(ft) 50" 1/4" 4.2' 100" 1/2" f 8.3' 150"1 3/4" 1 12.5' ;L(in)' LJ200 ::L(fY 200" 1" 16.7' 250" 1-1/4" 20.8- 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES z ; `csrctamsfallcessYshof construction, Joadsof t1 rclescripb 6 ' bpiacq on unbraGed irusse5:' Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y Damage or Personal Injury e offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal orX-bracing, is always required. See BCSI1.' Q -T 16' 1 2 3 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. T 1 c-2 c2 3 4 3. Never exceed the design loading shown and never 0 WEBS C34 stack materials on inadequately braced trusses. Q�y� 53 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate pb O= U designer, erection supervisor, property owner and lv\plates 0 -'ns' from outside o- �' v U all other interested parties. edge of truss. O p 0 S. Cut members to bear tightly against each other. C7.6 c6.7 C5-6 BOTTOM CHORDS 6. 'Place plates on each face of truss at each This Symbol indicates the g 7 b 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. required direction of slots in Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MITek 20/20 8. Unless otherwise noted, moisture content of lumber SOttMlar@ or upon ►@GU251. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the /� .t width measured perpendicular 4,X 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than That Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T. I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. • 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do'not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint, 17. Install and load vertically unless indicated otherwise. number where beatings occur. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19, Review all portions of this design ( back, words and pictures) before use. Reviewingnn pi pictures alone Plate Connected Wood Truss Construction. �T i is not sufficient. DSB-89: Design Standard for Bracing. e BCSII : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473