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HomeMy WebLinkAbout033-110-02033-11-20 GEVA BORREE } 107 Acacia Oroville NEUWIRTH, Anton 540-66B** 2818B - 5205B* Contr: R ck Mauldin 1232-67B*** �2254P 4022E*- Permit#663-85P,M(gas wall heater/SF) 2-36-72V"-** "it 2927E - 8-67E3� G,� I��-- 3-11- cr 'ia 33-11-20 r(tv/V� Behind 111 Acacia Ave. ,..Oroville i - i 07-109 Acacia, Oroville - t j1 ` (new, ;duplex) (#expAndd. duplex to;tripleI *p - �� Contr: Sandy Schlesinger, Oro l (**RENEWAL OF 5205B) S °> Permit#2794-85B(add deck to balcony,tri- 3; a� (-; 2$d �f 42B •`•�9 , Plex) •2818B-- (3;#*� ad tri x) -1 - j =`l `� 5B07-1109 033-110-020 ;MISCELLANEOUS Private Garage/Shop ! ' DETACHED GARAGE (576 ,�yy g� 1109 ACACIA AVE► �I��"' 'MORGAN, MICHAEL ' f ' 1 l r i �t O a 11�2 r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834(CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 109 ACACIA AVE Owner: Permit NO: B07-1109 APN: 033-110-020 MORGAN, MICHAEL Issued Date: 07/03/2007 By KCG Permit type: MISCELLANEOUS PO BOX 5627 Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 07/02/2008 Description: DETACHED GARAGE (576 SQ) (530) 533-3575 Occupancy: Zoning: AR1 Contractor Applicant:• Square Footage: WILSON HARREL BUILDER WILSON HARREL BUILDER Building Garage RemdUAddn 151 VALLEY VIEW DRIVE 151 VALLEY VIEW DRIVE 576 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530)533-3994 (530)533-3575 576 l - FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $219.96 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRAI Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $329.94 DBOMSCF Fire Safe Standards Re $109.98 Total Charged: $1,045.06 Fees Paid: $1,045.06 DBSMIP Residential $1.38 Balance Due: $0.00 Receipt No: B3750 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) aState Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am exempt from the Contractor's License WILSON HAR L BUILD,511 31664 / B A C36 / 11/30/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY UNDER PEA OF E Y that I am licensed under provisions of Chapter 9 (comment ' g ' Section 700) ivi ' 3 11 e Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) s in full or d effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 07/03/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ContractoK Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION, I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). E]IH AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Cartier. Policy Number: Exp. Date: (This section need not a completed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: CERTIFY THAT THE PE FORMA CE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, Is It t employ person n manner so as to become subject to the Workers' ompens i ws of Cali ia, e�nnd r e hat if I should become subject to the workers' X 07/03/2007 compo of n rovisions a ioi137 of the Labor Code, I shall forthwith comply with those provi ' n . Owner's Signature Date X 07/03/2007 I hereby 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, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, it offth, agents nd employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE njury, in,death, a prop damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issua f this pe ' . I her by acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or ancy of y s' ew bsidewalk. I hereby authorize representatives of Butte ATTORNEY S FEES. Co o nter the me iinspection purposes. I hereby certify that I am the P eror I or athe pro rtyowne ben f. �dpoer:for CONSTRUCTION LENDING AGENCY• VI CJ f t a� 07/03/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Narrm of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip Etrakit Permit Display a Page 1 of 2 Home Permit Search Search Results • • � Click here for Details Click here for Details Click here for Details Click here for Details Pass Pass Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Pass Click here for Details Approved Approved http://dspermits.buttecc)unty.netletrakitIPermit_Search_Display.asp?Permit_No=06%2D0165 7/3/2007 Site Information Address 2055 BLOSSOM LN APN 040-590-001 Permit Information Permit # 06-0165 Type RESIDENTIAL Subtype NSF Description NSF Status FINALED Applied Date 1/23/2006 Issued Date 3/10/2006 Approved Date 11/14/2006 Finaled Date 7/3/2007 Contact Information APPLICANT JEFF GONZALES CONTRACTOR JOSH PLATT OWNER Jeff Gonzales Payment Information Total Fees $8,068.63 Inspection Information Well Final Well Final Septic Final 4 -WAY ROUGH FRAME 4 -WAY ROUGH FRAME 4 -WAY ROUGH FRAME FIREWALL/OCCUP SEP GAS TEST STUCCO (BROWN) SHOWER PAN/TUB TEST UNDERGROUND GAS PUBLIC WKS CLEARANCE BUILDING FINAL Review Information Building 11/14/2006 PLAN CHECK 1 Click here for Details Click here for Details Click here for Details Click here for Details Pass Pass Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Pass Click here for Details Approved Approved http://dspermits.buttecc)unty.netletrakitIPermit_Search_Display.asp?Permit_No=06%2D0165 7/3/2007 Etrakit Permit Display Page 2 of 2 PLAN CHECK 2 2/13/2006 Approved Permit Attachments CONVERTED_ATTACHMENTS06-0165.pdf(DOC) CONVERTED _ ATTACH MENTS06-0165.pdf(DOC) renewal letter 2/8/07 BLDPERMIT_070208.DOC(DOCI Home I Permit Search - County of Butte Department of Development Services 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 The eTraklt Online System was designed by CRW Associates II a , Il. o - http://dspermits.buttecounty.net/etrakit/Permit Search_Display.asp?Permit_No=06%2DO165 7/3/2007 �OT�.� BUTTE COUNTY PERMIT 0 o DEPARTMENT OF DEVELOPMENT SERVICES NO. ° ° BUILDING PERMIT APPLICATION ° ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 �07- o� l o A FEE WILL BE REQUIRED AT TIME OFAPPLICATION V C .� Website: www.buttecounty.net/dds BIN # . ®IV **PLEASE PRINT CLEARLY** APPLICANTiNFORMATION OWNER INFORMATION Last PO rryr— a4,1 Fi me Mailing � e cityState Sete z' P � _ _ — 5 Fax E-mail APPLICANTiNFORMATION CONTRACTOR Name of X/32 d Address &J -v t City ,r Sete Fa E-mail StLicense Number D lip 2- P Fax E-mail , a Lic. # Cla _ 6 APPLICANTiNFORMATION ARCHITECT/ENGINEER Name of Address �! ' 11 City QLn F Skate Ph 0-,5--33- Fa E-mail StLicense Number D lip 2- APPLICANTiNFORMATION Name Address City State Zip Phone Fax E-mail PROJECT LOCATION API 031- /%O -O2,0 Property Ad I s lit �Q city e WORKER'S COMPENSATION Policy Number Carder If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DEjSCR1PT1OJY OR SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone I XSRArYe, No Occ I Type Const. T eo1 ✓ 5��yo rd �,Q s M s BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1109 Job Address: 109 ACACIA AVE Contractor: WILSON HARREL BUILDER 151 VALLEY VIEW DRIVE OROVILLE, CA 95966 Printed: 05/21/2007 3:19 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 05/21/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 05/21/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $109.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 05/21/2007 $102.70 DBMSC Garage Wood Frame 0010-440001-4210500-1010 $329.94 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $219.96 05/21/2007 $219.96 DBSMIP Residential Printed By: Kourtni Graham 1001-0-280-1011298 $1.38 19045.06 $501.06 Balance Due: $544.00 At the time of perm' appli ion, advised the above fees are required prior to issuance of the permit. These s ay c end the plan checking process. Signature: Date: 05/21/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte.County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is clone. Building Division costs will be deducted prior to authorizing a refund and a charge -of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1109 Location: 109 ACACIA AVE Parcel Number: 033-110-020 Owner Name: MORGAN, MICHAEL Description: DETACHED GARAaf Signature of Property Owner: FILE Date: 05/21/2007 Phone: (530) 533-3575 Date: 05/21/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1109 Date: 05/21/2007 Location: 109 ACACIA AVE By: KCG Parcel Number: 033-110-020 Sub Type: Private Garage/Shop Owner Name: MORGAN, MICHAEL Phone: (530) 533-3575 Description: DETACHED GARAGE (576 So) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ��� Ther malito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 yallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Chico Area Recreation District; 54\ Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District,9447Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District; 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise\ E] E] CA 95969 (530) 872-6393 ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 959,17 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico C\95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA \5938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, OrovilleCA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 53\2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530\) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instru tions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868 447 Other: Other: Signature of Prop FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 'ysti;� u�r National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1109 Location: 109 ACACIA AVE Parcel Number: 033-110-020 Owner Name: MORGAN, MICHAEL Description: DETACHED GARAGE (576 SQ) Date: 05/21/2007 By: KCG Sub Type: Private Garage/Shop Phone: (530) 533-3575 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title FILE Date: 05/21/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1109 Date: 05/21/2007 Location: 109 ACACIA AVE Parcel Number: 033-110-020 Owner Name: MORGAN, MICHAEL By: KCG Sub Type: Private Garage/Shop Phone: (530) 533-3575 Description: DETACHED GARAGE (576 SO) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan.. A I have read and understand the above pre -inspection re( 05/21/2007 Date All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Firet)revention/i)rotplan/protplan.html Rev'd 5/7/07 FILE PERMIT NO. 2794-85B PERMIT EXPIRES OWNER GEVA BORREE CONTR. Sandy Schlesinger ASSESSOR PARCEL 33-11-20 LOCATION 107 & 109 Acacia, Oroville s • JJ, i PERMIT NO. 2794-85B PERMIT EXPIRES OWNER GEVA BORREE CONTR. Sandy Schlesinger ASSESSOR PARCEL 33-11-20 LOCATION 107 & 109 Acacia, Oroville s Temp. Power Pole Called PG&E _ Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (Date) Signatt ' t Temp. Power Pole Called PG&E _ Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (Date) Signatt = OK = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECK OVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete O�Zqning Requirements -Setbacks -Easements . F t'ings; Size -Depth -Spacing -Conn Fs Decks; Gir and/or Jo' -De ng -Br g-Swir- R 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Con nec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date - - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable Not Ready RESIDENTIAL (Single and Duplex) f Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 52. 53. Siding -Nailing -Veneer Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 55. Shear Walls; Nailing -Bolts 10.Water Pipe; Test -Anchors -Regulator -Service Test 11.Electric; 12. Underground Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except H's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. 61. G.F.I. & Bath Fixtures & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. 23. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E] Yes 25. 2 Appliance Circuits in Kitchen &Conductor Size Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes E3 No; Planters ❑Yes E) No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B-1 Date Card -BI Date Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. 35. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shlhng_.-R_fn_g_._ _ Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. 47. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) Vi COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS v ERMITlyity� 7 CountyCenter drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AMD PERMIT ASSESSOR PARCEL NUMBER 03 3' // — O — Oa0 — O O ZONING A — / BUILDING PERMIT OWNER R_ - E TELEPHONE 33-5 a2! SO. FT. OCC, BUILDING VALUATION M. OWNER'S MAILING ADDRESS 0- 20 X i I A:T O,k 0 UI1, L6 - C_ A. CONTRA C TOR'SNAME 5A A) � S L_ �s i/�7/ TELEPHONE ,5341- 0170n CONTRACTOR'S ° IOA) MAILINGYESS %E /� � F-AA)UJ D�6V 1' L-L� l� 1 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS E Permit Fee $ 0.00 ARCHITECT OR ENGINEER DA) E LICENSE NO. Plan Checking Fee ,$ / Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS �N F Penalty $ BUILDING ADDRESS D AC iQ t, Permit fee $ ' PLUMBING PERMIT Filing Fee 10.00 n t= GTDY2 166VCh 1 _�-AC'- 9 V I I- Each Trap 2.00 Mb I V E Ob OT141EA )'or -.E poe-f - Solar or heat pump water heater 20.00 LOT NO. D /V SUBDIVISION NAME y 'De — PARCEL MAP IVa N Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE /1 SF ❑ Duplex❑ Mobilehome❑ Other Tle I - PLEIc SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation[] Other Describe work: ADDEI) j'r X �� J7ECk _ra 3 A LGO N Y_ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 U-5 A` ,. Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSInesS and Professions Code and my license is in full force and effect. License No. �� Classification ' CLAY r C" O se ❑ I, as the owner, or my employees with wages as fhelr soe compefs- sation, will do the worlc,and the structure is not intended or offered for sale. (Sec. 7044) [ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec._ , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&) Yz2sgft OR ADDNS. ACC. SLOGS. NEW CONSTR. MULTI -OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. I Ex. Occu zALsoe p OUTLETS OR FIXTURES 200030 FIXED EX. Occup. OUTLETS P(RESID )REA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject !� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X 9�i h'fJt,Pa� Date G �b-8S �! ' Signet re of Applicant — Owner % Contractor ❑ Agent ❑ An OSHA permit is required for exco-ations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup. CONST.TYPEJ I Fo PARCEL PD MD 1590E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which O�IRECOF PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date (o_ �� /—,? � Receipt No. "/ 9e� WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF Bl,JTTE ,DEP�ARTME'NT; OF�PUBLIC WORKS - BUILDING.DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CA1LIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use V a I')o 1^ rock Permit Fee Based Upon: Complete Contract Price Permit No. J A. P. No. DPW Valuation Building Inspector ! /[,V \ Date / / (7 y I U., 7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2., Plot plans in duplicate/triplicate. . . . . . . . . . 3. Complete plars in duplicate/triplicate. . . . . . . . 4. Complete eng.neered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature authorizati n. `, Sanitation approval from 1^ •i /I� . Health Dept. • a��4fs CR 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of JVorkmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements nay be required. . . . . . . . . . . . 16. Mobilehome In=stallation Data. . . . . . . . . . . Pre-Inspec. request to (mote) 17. Pre -Inspection for Required. Building Inspector �F 18. Recorded copy of Agricultural Acknowledgment Statement . . . 19. Other When you issue the. permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at --office. Deliver w/inspector. Other Applicant ftl� L Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan decking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by Date Other: . Copy—DPW To: Building DeF artment From: Environmertal Health. Subject:rr Sanitat' on Clearance Owner Location AN Plan Approved for: Sewage disposal water supply Hold final for: water supply Final clearance b.-K. . for: water supply Clearance for bedroom mobile home. Other NOTE* Sanitarian ( Date ,�� _ ��°� �j �+j ��r/��✓ COUNTY OF BUTTE lDEPWITMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT / NO. ro w( ASSESSOR PARCEL NUMBER - ZONING BUILDING PERMIT OWNER r r •rr I i TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS r CONTRACTOR'S NAMEr'.II TELEPHONE CONTRACTOR'S MAILING ADDRESS-. Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS r / PLUMBING PERMIT Fee Filin Fee 10.00 Filing Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 r - USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: — f Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.& OR ADDNS. ACC, BLDGS. t 2/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. !.'. r I i - I License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure' is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULT' -OUTLET NO N.RESID BRANCH CIRC ITS 2,50 ea NEW CONSTR. (POWER APPARATUS &\ NON RES,D. SINGLE OUTLET CIR. / 20050c Ex. Occup(o FIXTURESB ALO 300 FIXED A POR LNS R Ex. Occup. OUTLETS (RESID )EA.` 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ / % r r' Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X / .' Y' ' -I// // - . Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which - DIRECTOR OF PUBLIC r i —� � . By r i PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ) , , r Date � �- • 1 Receipt No. ?�-� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPAR1'MNT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSES ,3ARCE UM�R© ZONING BUILDING PERMIT ow flo TELEPHONE SQ. FT. OCC. BUILDING VALUATION O S Al IN ADDRESS CONT A O 'S AME A .1 ,^ K ` I l T!E EPHONE .sKit COI AC OR'S MAI ING AD RE! el st, o Fireplacei CONST CTION LitNDEVUNKNOWN Aic V1 6- Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCH y CT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS O ` PLUMBING PERMIT FiIin g Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 ,00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TvPE OF WORK New❑ Addition❑ Remodel❑ utilities Installation❑ Other ❑ Describe work: ,^ �� W�L :VL14 bal Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 600V OR LESS Main service 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 21/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code End my license is in full force and effect. License No. 4621 A&*) Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am excusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS NEw CONSTR (POWER APPARATUS .&) NON-RESID, SINGLE OUTLET CIR. Ex. Occu TS OR FIXTURES 20@60a BAL®300 P.OUTLFIXED PR Ex. OCCUp. OUTLETS (RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury @check one): ❑ The permit is for $100.00 ;valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen s Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any pe -son in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all ;County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and,keep harmless the County of Butte against all liabilities, judgments, costs, a --..id expenses which may in any way accrue against said County in consequence of the granting of this permit. X &_r_ _ry) ts+@.�d�v@�� 3y / ti s Date . % Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excova'ions over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GRouP I TYPE OF CONST. PARCEL PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IRECT PU BY PERMIT EXPIRES ate the applicable resolutions to to do do fees have been paid. IC WORKS; to Receipt No. WHITE-D.P.W., YELLOW-ASSeSSOR PINK -INSPECTOR, GOLDENROD -APPLICANT Ef-complaint-Date p ❑ Other -Date BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT ZONING Owner • ➢�?/1��2� A . P. #_ Address: Date of Inspection Tenant: Inspecto BuildingD \ Location: � �%� 7't-�°�-CSC Q . Type of Inspection requested: 1. Housing / / 2. Financing / / 3. Change of Occupancy to 4. Work W/O Permit / / 5. Other (specify) A. Present use of building: Sanitation (Housing) 1. Water closet: _ 2. Lavatory: 3. Bathtub or shower 4. Kitchen sink: 1 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: D,r w 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection.to.sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Stairs:(Rise, Run, headroom, 1HR, Tolerances, Handrails) 15. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: _ 6. Comments: C. Electrical i. 2. 3. 4. Service and ground: Receptacles: Fusing: Comments: r is Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy: 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems'or Violations 1. Problem or violation (give complete description): '2. What action tjjaken (give complete description) : to -Yp S oc 3. What action recommended: A. Information only - file. /" B., Hold for ten days, then write letter. %] C. Write letter. / /.D. Other: COUNTY OF BUTTE , DEPARTMENT. -OF PUBLIC WORKS ` BLDh. & SUBD. DIV. INSPECTOR'S: DAILY REPORT INSPECTOR DISTRICT DATE PERMIT NO. LOCATION .OF: JOB - PERTINENT DATA - REMARKS TURN IN THIS REPORT AT END OF EACH DAY. (600.4) 24 Hour Notice Required For Inspection Service COUNTY &F BUTTE DEPARTMENT OF PUBLIC WORKS 280 NELSON AVE. - OROVILLE - PHONE LE 3-1230 EXT. 259 APPLICATION AND BUILDING PERMIT Permittee Owners S P E C I F I C A T 1 0 N Mail Address FOUNDATION Contractor MATERIAL EXTERIOR Mail Address Width at Top / r� BLDG. Address�,�� Width at Bottom Description of Work NEW � ADDITION 0 REPAIRS 0 OTHER F-1 If Others, Specify RESIDENTIAL COMMERCIAL OTHERS: Remarks: Use of Structure Single Family Duplex ®- Retail F-� Ind. 0 Multi Dwelling Prof. DIMENSIONS SIZE SQ. FT. SPAN OCC. TYPE VX rt Joists - 1st Floor B. 7 (9 B. Joists - 2nd Floor BUILDING VALUATION PERMIT FEE A. B. C. Plan checking fee or Penalty 8 I have read the above application and know the contents thereof; the same is true and correct. I further agree the above work will be done in accordance- with all State and County Laws and Ordinances, and the plans and specifications on file with the County of Butte ����9— �jGGl�ys- Date X ......................................................... `........_.'...... ... ............ :.. SIGNATURE OF PERMITTEE OR AGENT This Building Permit is hereby issued under the provisions of Part 1.5, Division 13, of the Health and Safety Code and the California Administrative Code, Title 2, Chapter 9, Article 8. R. P. O'NEILL - DIRECT02 OF PUBLIC WORKS By a�"� — Date Permit Expires Date "t Receipt No. 41140'r A.P. No. 3 3 -// -,z O State License No. u a a v a 8 a BUILDING OR STRUCTURE E- (5' MIN) o (Closest Part) o (5' MIN) -3 4„ STREET u Ln m. N ZONING /'l APPLICATION AND PLANS SANITATION �- APPROVED'�"�r�� S P E C I F I C A T 1 0 N S FOUNDATION MATERIAL EXTERIOR PIERS Width at Top / r� Width at Bottom Depth in Ground -2 R.W. PLATE (Sill) SIZE SPACING SPAN Girders VX rt Joists - 1st Floor Joists - 2nd Floor Joists- Ceiling Y6 Exterior Studs I tI` Interior Studs Roof Rafters Bearing Walls 2,i� PLOT AND FLOOR PLAN Property Line ( ) u a a v a 8 a BUILDING OR STRUCTURE E- (5' MIN) o (Closest Part) o (5' MIN) -3 4„ STREET u Ln m. N ZONING /'l APPLICATION AND PLANS SANITATION �- APPROVED'�"�r�� i .24-HOUR NOTICE REQUIRED FOR, INSPECTION SERVICE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 280 NELSON AVE. — OROVILLE — PHONE 533-1230 Ext. 259 PLUMBING APPLICATION AND PERMIT Permittee Owner / C/1 ;: //���y� �! A. P. No. Mailing Address Contractor ' / State License No .Mailing: Address BLDG. Address 13 ��.[.e_ ,rte// /// /1,. /�,. „ / c%--.�•.f' - DESCRIPTION OF WORK NEW ADDITION F� REPAIRS F� OTHER IfOTHER. SDecifv..................................__ ----------------------- USE OF STRUCTURE _ Single Multi RESIDENTIAL Family 0 Duplex 0.r Dwelling COMMERCIAL Retail � Ind. E] Prof. F-1['�• OTHERS: Remarks: - PLUMBING PERMIT FEES Fee PERMIT FILING FEE No. 4 2.00 o -o Each fixture or trap or set of fixtures on one trap /Q 1.25 Each water li ater &/or � nt � 1.50 Gas piping system 1-5 outlets -1.50 Gas piping 6 or more - Each .30 Ind. waste interceptor 1.00 Installation or repair water piping z 1.50 - Repair or alteration drainage or vent piping 1.5.0 Lawn sprinkler system 2.00 _ I have read the above application anc know the contents thereof; the same is true and correct. I further agree the work will be _ done in accordance with all State an.d County Laws and Ordin- ances. G� ��✓�� j� y /� y Signature of Percriitte-- or Agent Vacuum breakers or backflow devices 1 - 5 2.00 Over 5 Each .30 House Sewer 5.00 PERMIT APPROVED AND ISSUED R.P. O'NEILL - DIRECTOR OF PUBLIC WORKS By ' Date ?/ _�/;� X Receipt No. / TOTAL FEE $ �Z - r 24 HOUR NOTICE REQUIRED FOR INSPECTION SERVICE C0UNT•Y OF' R+UTTE DEPARTMENT OF PUBLIC WORKS 280 Nelson Avenue, Oroville, California, V '' 1 Phone: 533.1230; Ext. 259 C/ iELECTRICAL APPLICATION AND PERMIT h14& 0a/ Permittee A.P. No. f t -Mailing..Address J Contractor txi•/, State License No. _Mailing Address- ���Q sor 7 y $ ' 04,0 Lp BLDG. Address vA- l DESCRIPTION OF WORK NEW ©� ADDITION ❑ METER SERVICE ❑ REPAIRS OTHER ; IfOTHERS, specify :=......------------------------------------------•-•-------------•--------------------._.....----...---...---•-----------...---........__._...--•--•---------.._..,..........------- ELECTRICAL PERMIT FEES USE OF STP.UCTURE PERMIT FILING FEE No. @ Fee ' SingleMulti RESIDENTIAL Family❑ Duplex[Dwelling ❑ X1°.00 Supplementary Filing Fee .50 Main Service "COMMERCIAL Retail ❑ Ind. ❑ Prof. ❑ t Range, Oven or Dryer 4-14 .50 Water Heater or Heater .50 Fixture &'Fixture Outlet X6 .20 X-0 OTHERS: Re eptacles or Switches So .10 "Remarks: Hood or Exhaust Fan .25 _ Evaporative Cooler 2' ,25 • Garbage Disposal Dishwasher .25 I have read the -above application and know the contents F.A. Furnace Motor .25 thereof; the same is true and correct. I further agree the Air Conditioner .2 work will be done in accordance wLh all State and County Heat Pump Laws and Ordinances. Water Pump ". Signature or Perm-wAz ee or Agent r PERMIT APPROVED AND ISSUED " R.P. O'NEILL – DIRECTOR 10F PUBLIC WORKS 1 Date P— 7 P6 c71 TOTAL FEE �� • ,� D Receipt No. / itau 0.5 . .. ... ..0 ..... .. ..-...w ., e.._ ... R. r .. _ ,_.. 4', ... .. ..... ... ... .. .. w.. ,. �. .va. _ s a. ,.: _ir '�. N,'a. ... _. ... .,..... ..1.: ...., a.._.. Permittee Owner C ' Mailing Address Contractor - - Mailing Address BLDG. Address COU TY .00 BUTTE DEPARTMENT 00- 'PUBLIC WORKS 7 County Center Drive - Oroville, Cdlifornia 95965 Phone: 533-1230, Ext. 259 APP LICATION AND BUILDING PERMIT L t .0.4 A. P. No. Fire Zone Zoning - Sanitation Planning PIan s1/ Fees I/ W. C. -R/W Encroachment NEW Q ADDITION [E] REPAIRS E:1 OTHER 0 F O U N D A T I O N Others MATERIAL EXTERIOR PIERS ' Single sImulti _ / Width at Top USE OF STRUCTURE Family_ Q Duplex F'b Dwelling DO t ^ % Others _j .� a Width at Bottom JDepth in Ground SQ. FT. OCC. BUILDING VALUATION R.W. PLATE (Sill) SIZE SPACING SPAN Girders joists- 1st Floor - 1 -- Joists- 2nd Floorl�..7 Fireplace + Joists -'Ceiling Total Valuation Exterior Studs Permit Fee Interior Studs Plan Checking Fee &/or Penalty Roof Rafters Total Permit Fee 'Y Bearing Walls CONTRACTORS' LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the povisions of Chapter. 9, Div. 3, of the State of California Business & Professions Code under the name styleof............................................................................................................................................................................................................................................... License No . .............. :........... : Classification,,,,,,,,,,,,,,,,;and certify that the aforesaid license is in -full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one): Q 1. am the owner of tfe above property and I, will contract to have all .of the above work performed by licensed contractors. (Sec. 7044). Q I am the owner of tb.e above property and do not intend to offer it for sale for one year from'the date of completion of the improvements. (Sec. 7044). 0 Basis,, if any, for other statutory. exemption ...................................................................................:............................................: .................................................................................................................................................................................................................................................................... WORKMEN'S COMPENSATION INSURANCE I am_ aware of the provisions if Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above information is correct. I agree to comply to all County ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X........................................:..:.............._.................. Date ................................. SIGNATURE OF PERMITTEE O i AGENT ReceiptNo........................................................................................................ This BUILDING PERMIT is hereby issued under the appli- cable provisions of County resolutions and/or ordinances. DIRECTOR OF PUBLIC WORKS BY................'.................................... �...................... Date ................................ Permit Expires Date,,, WON. I e Smoo, 1 111111,11 PERMIT NUMBER — B 236-72 P E PERMIT EXPIRES ;OWNER Anton Neuwirth CONTR: owner {s LOCATION (A. P. 33-11-20 � i 107-109 Acacia Ave.) Oroville { 4 j COUNTY .9F BUTTE Department of,Public' Works BUILDING'- INSPECTION- -RECORD Zoning Setback Forms r --" Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Loth & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS as-lam. �i PERMIT NUMBER - By 5205B r � l � � i r P 4022 S� y E PERMIT EXPIRES OWNER Anton Neuwirth /v e) CONTR:. owner LOCATION (A.P. 33-11-20 =107 & 109 Acacia Ave., Oroville 1� i 0 , U' ivy�- 0/-_7-7 COUNTY OF BUTTE. Department' of Public Works -° BUILDING INSPECTION- RECORD Zoning Setback Forms Foundation Piers &Girders Fireplace Rgh. Plumbing Bond Beam '"� Lath & Plaster ` Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec.' Wtr. lift. Fumaee Kitchen Vent !!� Firewall Garage Vents Sanitation & . ter - ELECTRIC GAS BUILDING Temporar r Temporary - Cert. of Occup. Final _ �` Final 2 Final�2 �9 DATE REMARKS OR CORRECTIONS ivy�- 0/-_7-7 COUNTY OF•BUTTE DEPARTMENT OF .PUBLIC .WORKS 7 County Center Drive - Oroville, California 95945 Phone: 533-1230, Ext. 259 APPLICATION AND BUILDING PERMIT Permittee Owner j +' �' "� '� "1 ' -. r r A. P_ No. /r/- -Z. o Mailing Address f "����^�-' =-� Y t _ _ r m _''U"" ' �'' Zoning C..,. Sanitation, s -- Contractor Plans Fees A_ IW..C. t -- Mailing Address Planning BLDG. Address �✓ t"e'y '� '`'*^�'" ►„ "-'t- r +"� "' ,�-y-cJ"' 'tr NEW F-1 ADDITION F__j REPAIRS F__j OTHER '0 O'thers T . Single Multi USE OF STRUCTURE Family E7 Duplex 0 Dwelling 0 Others F 0 U N D A T 1 0 N joists - 1st Floor MATERIAL EXTERIOR PIERS Width at Top Width at Bottom Depth in Ground SO. FT. OCC. BJILDING VALUATION R.W. PLATE (Sill) SIZE SPACING SPAN Permit Fee Interior Studs Girders Plan Checking Fee &/or Penalty CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the prow,sions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof.......................................................................................................................................................................................................................,....................... License No. ••••„••„................. Classification .............................................. . and certify that the aforesaid license is in -full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractcrs License Laws of the State of California under Sec. 7031.5 because (check one): I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. (Sec. 7044). I am the owner of the above property and do trot intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 70440. QBasis, if any, for other s-atutory exemption.................................................................................................................................................................. ............................................................. _.................................. :................ .............................................................................................................................................. .... WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensatiom I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state .that the above information is correct, and agree to comply to all County ,,ordinances andj State Laws relating to' building construction. }X: 7G ► L/ f.L1 t/ �'l .�r-�� �.. Dater�!... ...................................... SIGNATURE OF PERMITTEE OR AGENT / f _01, Receipt No...[l ..........�•... !'...•........................... APPROVED -'•:"r r',,......... This BUILDING PERMIT is hereby issued under the appli- cable provisions of-the-Healtli-an_d.Safety-Code,rand-the-Calif- afo'rtiia Administrative -Code CiQQyft Qj i j�rii � • DIRECTOR OF PUBLIC WORKS BY....../',,.r.. !�.................::..................... Date/......................... �'.... r M.....,.. � Permit Expires Datez4e joists - 1st Floor Joists- 2nd Floor Joists- Ceiling Total Valuation Exterior Studs Permit Fee Interior Studs Plan Checking Fee &/or Penalty Roof Rafters Total Permit Feef - Bearing Walls CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the prow,sions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof.......................................................................................................................................................................................................................,....................... License No. ••••„••„................. Classification .............................................. . and certify that the aforesaid license is in -full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractcrs License Laws of the State of California under Sec. 7031.5 because (check one): I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. (Sec. 7044). I am the owner of the above property and do trot intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 70440. QBasis, if any, for other s-atutory exemption.................................................................................................................................................................. ............................................................. _.................................. :................ .............................................................................................................................................. .... WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensatiom I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state .that the above information is correct, and agree to comply to all County ,,ordinances andj State Laws relating to' building construction. }X: 7G ► L/ f.L1 t/ �'l .�r-�� �.. Dater�!... ...................................... SIGNATURE OF PERMITTEE OR AGENT / f _01, Receipt No...[l ..........�•... !'...•........................... APPROVED -'•:"r r',,......... This BUILDING PERMIT is hereby issued under the appli- cable provisions of-the-Healtli-an_d.Safety-Code,rand-the-Calif- afo'rtiia Administrative -Code CiQQyft Qj i j�rii � • DIRECTOR OF PUBLIC WORKS BY....../',,.r.. !�.................::..................... Date/......................... �'.... r M.....,.. � Permit Expires Datez4e COUNTY OF BUTTE DEPARTMI.NT OF` PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Phone: 533-1230, Ext. 259 APPLICATION AND 'E LECTRICAL PERMIT Permittee Owner ��' _ A. P. No.�� Mailing Address Contractor Mailing Address BLDG. Address DESCRIPTIOW OF WORK NEW 0 ADDITION F-1 METER SERVICE OTHERS: Remarks: USE OF STRUCTURE Single Multi RESIDENTIAL Family O Dwlex E] Dwelling 0 OTHERS: Remarks: PERMIT FILING FEE Supplementary Filing Fee Main Service Range, Oven or Dryer Water Heater or Heater".." Fixture & Fixture, Outlet Receptacles or>Switches Hood or Exhaust Fan Evap.Cooleror F.A. Fum. Motor Garbage Disp. or Dishwasher Air Conditioner or Heat Pump Water Pump No. @ Fee $2.00°� . 50 , .50- .20-i .10 f/ .25 .25 .25 t TOTAL FEE CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the prov:sions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof ............................................ -.......................................................................................................................................... ..................................................... License No Classification .............................................. .. and certify that the aforesaid license is in full force and effect. B. OWNER -BUILDER & OTHeRS COMPLETE THE FOLLOWING: I am exempt from the Contractoas License Laws of the State of California under Sec. 7031.5 because (check one): Q I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. (Sec. 7044). I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044_. 0 Basis, if any, for other statutory exemption.................................................................................................................................................................. ............................................................... .................................................................................................................................................................................................... WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above information is correct, and agree to comply to all County ordinances and State Laws relating to building construction. o XDate ...... _.................................................. .................. SIGNATURE OF PERMITTEE OR AGENT Receipt No ....::.....:....... J APPROVED ...................... This ELECTRICAL PERMIT is hereby issued under the appli- cable provisions of the Health: -and -Safety Code -and--:the_Calif-„ fornia- Administrative=Code=and=County Ordinance #1 814'. DIRECTOR OF PUBLIC WORKS BY.......... ...;\.. ,......................................... Date ................................ Permit Expires Date`, ,,,,,,,,,,;,,,,,,,,,,,,,, �� f, •- COUNTY OF BUTTE y.r DEPARTMENT OFPUBLIC WORKS 7 County Center Diive - Oraville, California 95965 Phone: 533-1230, Ext. 259 APPLICATION. AMD BUILDING PERMIT Permittee Owner - '< �' A. P_ No. Mailing Address - - — `3 c Zoning Sanitation Contractor Plans Fees W..C. Mailing Address Planning BLDG. Address NEW F -_j ADDITION Others Single USE OF STRUCTURE Family Others REPAIRS OTHER` i Multi e, Duplex Q Dwelling SQ. FT. I OCC. I BUILDING VALUATION MATERIAL Width at Top Width at Bottom Depth in Ground R.W. PLATE (Sill) FOUNDATION EXTERIOR PIERS SIZE I SPACING I SPAN Girders joists - 1st Floor Joists- 2nd Floor Joists -Ceiling Total Valuation Exterior Studs Permit Fee Interior Studs Plan Checking Fee &/or Penalty Roof Rafters Total Permit Fee Bearing Walls CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof................................................................................................................................................................................................................................................ License No. Classification,,,,,,,,,,,,,,,, and certify that the aforesaid license is in -full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one): 0 I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. (Sec. 7044). I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7040. QBasis, if any, for other statutory exemption.................................................................................................................................................................. ........................ ...................................................................................... ..................................................... ................................................................................. ................ WORKMEN'S COMPENSATION INSURANCE I am aware of the.provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above information is correct, and agree to comply to all County ordinances and State Laws relating to building construction. X Date SIGNATURE OF PERMITTEE OR AGEVT ' Receipt No .�APPROVED This BUILDING PERMIT is hereby issued under the appli- cable provisions of the Health and Safety Code and -the ;Calif- forn-ia,-.Administ'rative'Code DIRECTOR OF PUBLIC WORKS BY...................Date ....................................................... Date ..:.......... ............. Permit Expires Date,r>:;' .,F, ......... ........... s FA l . 24 Hour Notice Required For Inspection Service COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 280 NELSON AVE. _ OROVILLE _ PHONE LE 3-1230 EXT. 259 APPLICATION AND BUILDING PERMIT Permittee Owner / A.P. No. ir -y_ G C - �, .� .i� Mail Address Contractor State License No. Mail Address BLDG. Address Description of Work NEW F --j ADDITION F-� REPAIRS F --j OTHER F7' If Others, Specify S P E C I F I C A T I O N S FOUNDATION MATERIAL EXTERIOR PIERS Use of Structure Single RESIDENTIAL Family F__j Duplex [D COMMERCIAL Retail 0 Ind 0 OTHERS: r/ i -' Remarks: Multi Dwelling 0" Prof. E] �/ � % a i Width at Top Width at Bottom Depth in Ground R.W. PLATE (Sill) SIZE SPACING SPAN Girders Joists - 1st Floor DIMENSIONS SQ. FT. OCC. TYPE Joists- 2nd Floor A. A. B. _-/ B. Joists - Ceiling i BUILDING VALUATION PERMIT FEE Exterior Studs Interior Studs A. ; �, "i Roof Rafters B. a r 6 c C.,Plan checking fee,br Penalty $ Bearing Walls TOTAL VALUATION TOT L P ERMIT F PLOT AND FLOOR PLAN Property Line ( ) -. I have read the above application and know the contents thereof; the same is true and correct. I further agree the above work will be done in accordance -with all State and County Laws and Ordinances, and the plans and specifications on file with the County of Butte X .. :. :... G..... Date . �if/. :.... �� _.......... ... SIGNATURE OF PERMITTEE OR AGENT This Building Permit is he-eby issued under . a the provisions of Part 1.5, Division 13, of the Health and Safety Code and the California Administrative Code, Title 8, Chapter 9, Article ° 8. a DIRECTOR OF PUBLIC WORKS BUILDING OR STRUCTURE E— (5' MIN) (Closest Part) -—(5' MIN) —� ByDate /%n STREET Permit Expires Date,;," ZONING APPLICATION AND PLANS Receipt No. SANITATION "' G APPROVED • Permittee Owner . 24 HOUR NOTICE REQUIRED FOR INSPECTION SERVICE 'COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 280 NELSON AVE. — OROVILLE — PHONE 533-1230 Ext. 259 PLUMBING APPLICATION AND PERMIT A.P. No. 3.3 —//— _,�, v Mailing Address /�� G,��,�. ��1'" (5� YR►y Contractor State License No. .Mailing Address BLDG. Address DESCRIPTION OF WORK NEW F� ADDITION Q' RI IfOTHER, Specify .......y..........................................I..........�....�.... USE OF STRUCTURE PLUMBING PERMIT FEES No. -� Single Multi ,. PERMIT FILING FEE 2.00 RESIDENTIAL Family Duplex [J Dwelling cQ Each fixture or trap or set of fixtures on one trap 1.25 Each water heater &/ or vent Cj,- 1.50 COMMERCIAL Retail .Ind. Prof. Gas piping system 1-5 outlets 4-1 1.50 OTHERS: �+ Gas piping 6 or more - Each .30 Remarks: Ind. waste interceptor 1.00 Installation or repair water piping 1.50 Repair or alteration drainage or vent piping 1.5.0 Lawn sprinkler system 2.00 I have read the above application and know the contents thereof;• the same is true and correct. I further agree •the work will be done in accordance with all State .and County Laws and Ordin- Vacuum breakers or backflow devices 1 - 5 2.00 ances. Over 5 Each .30 x........................................... Z= House Sewer 5.00 Signature of Perrriitaee or Agent PERMIT APPROVED AND ISSUED DIRECTOR OF PUBLIC WORKS By Date Receipt No. �/✓ TOTAL FEE OTHER ❑ r BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS This certification is required by laws of the State of California. Please fill out either A or B, whichever is applicable. A. I hereby certify that I am licensed under the provisions.of Chapter 9, Division 3 of the State of California Business & Professions Code in the classification................................................................................................................... License No .............................. , and further certify that the aforesaid license is in full force and effect. B. I .hereby certify that I am exempt from the Contractors License Laws of the State of California under Section 7031.5 because of one or more of the following conditions: 1. V I am the owner of the property and the structure will not;be offered for sale within the year. (Sec. 7044). 2. ............. The building does not contain more than three (3) dwelling units, one of which will be occupied by me as the owner. (Sec. 7044) 3 ............. As the owner I am contracting with a licensed contractor to construct the project. (Sec. 7050). 4 ............. Aggregate total of the contracts is not more than $100 for labor, materials and other items of work. (Sec. 7048). 5 ...............I am a licensed architect, engineer, or structural pest control operator operating within the scope of my license. (Sec. 7052). 6.__ ........ The property is in the ownership of the Federal Government. (Sec. 7047). STATE OF CALIFORNIA COUNTY OF BUTTE I am ......... ......................... .. ............. in. the above -entitled action. I have read the PLEASE PRINT NAME foregoing ........ 1B ...................... .......... and know the contents thereof and I do certify (or declare) under penalty of ITEM A OR B perjury that the foregoing is true and correct, except as to those matters stated on information or belief, as to those matters I believe it to be true. Dated:.. J. �.... .. la..c........................................ at.. l ..... .......................... California ................... Signature 4/64 PERMIT ISSUED BY T��-IjjS' CERTIFICAE Building Permit No.....\f.....�.......... Electrical Permit No.,,.,, ,,.. Plumbing Permit No. ....7 ................................ PLEASANT VALLEY TRACT 7 M.O.R. 75 - - -- - - CREATED BY DB CREATED ON 7-15-2002 REVISED BY O8 REVISED ON 08-03-2006 EFFECTIVE 2007-08 ROLL Compiled By The Butte Coun(y Assessor's Office 33� 11 PIN. SEC.9, T.19N. R. 4E.' M. D. B.&M o _ ' 43 i _ 42 •. 42 18R55� AVENUE .• 1 \` 4 115PM 17 i m 121 PM27 2 i 3 6 Z 1 MM S.E. COR. LOT 12 2 3 PLEASANT VALLEY TR. ------- i 'L- --- < i m i m . ACACIA 100.22 -g -- 32 ---------- 1.96Act ----J--------- ' T L----1------------- 139.68 150.01 190.00 117.75 117.75 F, 12 53 29 28 27 .62Ac U ; PLEASANT PLEASANT MN1lIA .33Ac ,03� 41Act .41Act 1250009 VALLEY N VALLEY s� 90.16 S4 1.30Act V 1.42Act 1.80Act 2U g 4 g 2 TRACT 10 TRAC39 ti 52 w 51 49 N o a °' "' � .34Act 150:70 � o 753Act w 74RS5 c� .75Act 920 128.81 al.a9 .66Act 1.48Act o S.B.E. 135-4-42-1 z 113.00.57Act 103.00 0 23 1.23Act i ----------- T- C m 12 103. 136.20 150.01 189.99 260.50 334.09 1 1.88Acf F-----------------1-------- N i • 57 .75Ac' � 74N �--------- m 9.40Act 74RS13 58 S00'06'E ' ---------------------------- r^ 36 56 N zO/vc Saz62 .93Ac J 61 BAR y9 °v° 475.29 �iyyjlF w 1.50Ac 75RS8 7.4 6P 4.50Act a° 502.80 m 1.49Ac 9 3.11 Ac 528.24 `, �' 42__ All Assessors' naps are prepared for local property N ------'---- 64 assessmentpurposes ONLY. Parcels shown thereon may not State local No liability comply with and subdivision ordinances. Is assured for use of information shown on any Assessors' reap. i 64RS91 h ALL ACREAGES APPROXIMATE PER RECORDED INFORMATION: - ROAD ' 514.87 8a� /8 e Butte County Assessor's Map 1/4 CORN Book 33, Page 11 PLEASANT VALLEY TRACT 7 M.O.R. 75 - - -- - - CREATED BY DB CREATED ON 7-15-2002 REVISED BY O8 REVISED ON 08-03-2006 EFFECTIVE 2007-08 ROLL Compiled By The Butte Coun(y Assessor's Office ' aJ.of.9 T r � OF THE ` �-'----•--- .i �� �--"_-_ I ; ©A PIL-E'AQANT.'.VALLEY o �� RACT - :"- . r_'•••---�bOu� o.igin nt nop � �.. rv:�r�Ie.. w.y - ( ..- __" 7 1 � � ' �I. GBS i%T 4Y .S987iBD9 . P{ C7.'U Mt V✓ �OV.2G� 189 G�0� •I ® "��i—� ; (KZ) • J.ssu I sesw 9.0ow �.�•, I s.eo - //�, i^\ - - t 46 - z1°w. � ,. ... (. � _ j, � .3'a. � fY/I �.. / " tis•. ° sa a...l:ik0 ;' a "! - - - 1 •. `� �`_� I 1 i L� i ' a c ' _.-.�.:...____---qwe .. �. N n H t �� SOO'OR'ZO K� /5o. OOYAlI W/RE LE CE. 1 1 a to A ay CON Z67. 73�) o .tl5.07'/R, I !0 ♦ A q '� W r W 41'- \ nl � Wowra.-,w /00' I/A „S+ t �� SOO'OR'ZO K� /5o. OOYAlI W/RE LE CE. 1 1 a to a �e ulbolArV LR/4r 3 A ay 3 a �e ulbolArV LR/4r 3 /Jlet F �' Y `t ^Ln It d ' ao�•�'Hiai-EVJ JLb.ze•� � � a � . / / / / 2 .o �A P "1 01 33 CN ag jV�sNm� � r r � 8zZ N 0 NI o I Wowra.-,w /00' I/A OG/J 8 f� 6 1 co l� V I �Of7T�/IW) --------- _- --- �_ - -s - o -iN 1 A160'14' "k/ /Jlet F �' Y `t ^Ln It d ' ao�•�'Hiai-EVJ JLb.ze•� � � a � . / / / / 2 .o �A P "1 01 33 CN ag jV�sNm� � r r � 8zZ N 0 NI 1 - e.. _— • -r BUSSES ; MANUFAr'` _ _TI DCr'+ 24'-0" -0" 3'-0" 21 ' -Om BP1 L=4' BP1 L=4' 4040 SL N CL } CL 1 m 1 1 J T- CL in 0 x w 00 CA �C.4 i I u o ip N O j N v N a O , 04 BRACE WALL SCHEDULE BP1 MINIMUM 3/8" APA RATED PLYWOOD (or O.S.B.) WITH 8d (0.113 x 2 3/8") NAILS AT 6" O.C. EDGE NAILED, 12" O.C. FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER, SPANNING A MINIMUM OF 3 STUD SPACES (L=4') ALTBP MINIMUM 3/8" APA RATED PLYWOOD (or O.S.B.) WITH 8d (0.113 x 2 3/8") NAILS AT 6" O.C. EDGE NAILED, 12" O.C. FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER, SPANNING A MINIMUM OF 32". TWO 1/2- DIAMETER ANCHOR BOLTS SHALL BE PLACED AT PANEL QUARTER POINTS PER CBC 1806.6, DOUBLE END STUDS SHALL HAVE HOLDOWNS CAPABLE OF 1800 lbs MINIMUM. lb Ay A � 5 O ti0 18'X8' GR. DR. 019 —� 3-118"x 10-1/2" GLULAM 24F -V4 HEADER ALTBP ALTBP L=3' L=3' 12'-0" FLOOR PLAN & BRACED WALL PLAN 1--.1 ......... . ..... ............. ...... ------ ...... ...... ------ ...... . ..... . ........... . ..... . ........... ...... ............ . ..... . ........... . ..... . ..// ......... ......0 . ...... Assessoes Parcel N- Lv--r FO 13111 0 ILI .umk- OmterName - -Lf& Address / Phone No. Site Location Contact Nana /2 'z A . L' -(-j F21 Q Scale: I Phone - <-43 - qq 9 q 61TE MEDIAN ............ .......... ...... ............... • ..... ........... .......... .... ..... - ............ .................. ....... ....--....... ............ ...... ....... 6 ,cr, ................. I: .................... .. . ..... ...... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ...... I... ..........----•---..........._....._..-........-.....- ..... ............. ...... ------ ...... ....... ........... ............. .......................... ......... . .................. . ..... . ........... . ............. FOR OFFICE USE ONLY Zoning: Gerveral Plan Desig: Size, Acres PROVIDE FOR ALL - ADJACENT PARCELS IAI SIZE kr%%- ): ZONING: GEN PLAN: USES: 'JIM PURSELL, P.E. 2360 BALDWIN AVE. CALIFORNIA LIc. rmO924 OROVILLE, CA 95966 WASHINGTON Lfr,. SE31 21 PH. (530) 533-21 31 FAX (5:30) 534-0902 May 17, 2007 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville., CA 95965 RE: Truss Design, Morgan Garage on Acacia Ave in Oroville Dear Sirs: I have reviewed the truss designs for this project. They have been checked for conformance with the lateral design of the structure. There are no trusses receiving substantial drag, loads in the structure. Ls designed. My review also includes identifying and locating loads in excess of 3000 pounds. Structural and foundation elements have been revised to reflect a maximum soil bearing pressure of 1500 pounds per square foot. Thank you for your consideration. Sincerely FE kipursell,, P.E. 40 1 $0924 7- clvl\� UF �'�O BUTTE rOUNTY ED U T -F f Y 12007 BUILDING DIVISION ,A, r7t!7 F7- r-�, t.— n OPMENT 7 Jim Pursell Page #1 Civil Engineer Df'IV KAGIA Date: 16 -May -07 Job Number: 107-03-22 Job Name: Garage for Morgan Job Address: Aga6a Ave 0 oville, CA -r Contractor: Harrel Wilson Analysis: 2001 CBC Dead Loads Live Loads Roof Comp, �Shin_gle 6.0 1/211 O.S.B. 1.5 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.5 P 16.0 psf 16 psf Wall: C 60 24 :r) Horiz. Siding 2.5 3/8" O.S.B. 1.5 1P $k/ Framing 2.5 F ON 1/2" Gypsum 2.5 Insulation 1.0 10.0 psf. Floor: Concrete 50.0 50.0 psf. 40 psf. Lateral Loads Wind: P=CCqqI where Exposure B Ce= 0.62 @ 15 feet Cq= 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof 1= I 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5C,,IW/l.4R where Ca= 0.36 I= R= 5.5/4.5 Soil Bearing, Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.35 200 psf/ft. 61 MICHAEL MOONEY CIVIL RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 ENGINEER at Top of Wall Date: 05/17/07 Page: 3 RESTRAINED RETAINING WALL DESIGN .... Top Ftg to load start = Morgan Garage Additional Restraint Stability Ratio WALI, DATA FOOTING DATA :1 .... Top Ftg to load start = SOIL DATA - Reqld at Bottom Retained Soil Ht. 8.00 ft Footi� Thickness 12.00 in Allow. Soil Bearing 1500 psf SLIDING CHECK @ BASE - Toe Wilth 1.00 ft Active Fluid Press 30 pcf Ht. Above Top Support 0.17 ft Heel Width 0.67 ft Design Fluid Press 30.00 pcf Dist: Ft To Top Support 8.16 ft Total Footing Width 1.67 ft Backf ill Slope 0.00 : 1 Total Wah. Height B-33 ft Passive Lateral 250.0 Psf Fixity @ Base of Wall 0 Key D th 20.00 in Soil Density 110 0 pcf YERTICAL LOADS Min. Asteel Key WlKh 12.00 in Soil Ht Over Toe 0.6 in Axial DL on S - tem 170.0 plf Key Dist. to Toe 0.67 ft Rebar Choices Axial LL on Stem Eccentricity 80 0 P if 0.6 in Pressure @ Toe 1353 2 SUMMARY psf Ecc. of Resultant 2.26 in .... Surcharge over Toe 0.0 Psf Pressure @ Heel 260 6 psf Kern Distance 3.34 in Surcharge over Heel 0.0 psf Allowable Press. 1500.0 psf Footing One -Way Shear: 25.83 LATERAL LOADS in Sliding F.O.S. 1.54 :1 @ Toe 5.40 psi Lateral Load Acting on 'Stem above soil 0.0 Dsf Restraint Force Reqld 36.67 @ Heel Allowable Shear 0 00 8i.0 psi psi Addll Lateral Load 0 0 at Top of Wall 313.7 # Footing Overturnin� .... Top Ftg to load start = �lf 0.6 t Additional Restraint Stability Ratio 2.14 :1 .... Top Ftg to load start = 0.00 ft Reqld at Bottom 0.0 # SLIDING CHECK @ BASE - - FOOTING DESIGN Soil Press. Mult. Toe Heel f1c 2500 psi Ft�/Soil Friction 0.350 by ACI 9-1 1919 311 �,I# 40000 VS1 Sol I to Neglect 0.00 in Mu - Upward 805 0 t Min. Asteel t 0.0015 1 Factor of Safety Lateral Pressure 1.54 :1 886.3 # Mu'- Downward Mu - Design 105 700 0 ft_# ft_# Rebar Choices - Passive Pressure - Friction Pressure 888.9 # 471.6 # One -Way Shear: Adtual 5.4 0.0 Psi #4 @ Toe 16.67 Heel 16.67 in Addn'l Force Reqld 0.0 Allow*.85 85 0 85 0 psi #5 @ 25.83 25.83 in Cover over Rebar 4.6 4.60 in #6 @ 36.67 36.67 in Ru = Mu/bdl 12 0 psi #7 @ 48.00 48.00 in As Reqld 0.14 0.14 in2 #8 @ 48.00 48.00 in #9 @ 48.00 48.00, in STEM DESIGN DATA STEM SECTION DESIGNS Stem Material Mason NOTE !! Maximum Moment Occurs at 3.43 ft above Top of Footing Em f1m 751 Too .8 Rt .6 Ht .4 Ht 2 Ht Bottom n Modular Ratio Allowable Fa 25.78 1463 Dist. above Ftq OK 6.00 OK 5.00 OK 4.00 OK 3.43 OK 1.50 OK 0.50 ft Nominal Wall Thick. 8.6 in Bar Size 5.00 5.00 5.00 5.00 5.00 5.00 f1m 1500 psi Rebar Spacing 16.0 16.0 16.0 16.0 16.0 16.0 in Fs 24000 psi Rebar Locatibn Edge Edge Ed�e Ed e Edie Ed.�e Load Duration Factor 1.00 Rebar Id' Dist. 5.25 5.25 5 5 5.15 5. 5 5 5 in No Inspection Required Tension Face Front Front Front 985 Front 1007 Front 716 Front 294 ft-# Grout All Cells Use Medium Weight Block Moments: Actual Allowable 639 1058 857 1058 1058 1058 1058 1058 ft -1 Shears: Actual 2.8 2.0 0.8 0.0 3.5 5.8 # Allowable 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight 78.00 78.00 78.00 78.00 78.00 78.00 psf Masonry Stem Data ..... Interaction value 0.636 0.848 0.975 0.999 0.735 0.342 Actual fa 4.7 5.6 6.4 6.9 8.6 9.4 psi Actual fb 4.7 200.5 230.5 235.5 167.5 68.7 psi V4.0 (c) 1983-96 ENERCALC M ICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 05/17/07 p RESTRAINED RETAINING WALL DESIGN Morgan Garage t_z_ 8"C.M.U., Solid Grout * 5 @ 16.00" * 5 @ 16.00' * 5 0 16.00" * 5 @ 16.00" 01. * 5 0 16.00" * 5 @ 16.00" TOE (bot): 5 @2zr O.C. 4HORIZ.ASSHOWN 4 %j Z, MTMRT. WNU. KW -001W WAM (r) 19A146 Ror.ATr. � L _ T _,T7, MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 05/17 1 /07 Page: RESTRAINED RETAINING WALL DESIGN 435.4 # Actual 0.1 0.0 psi #4 @ Morgan Garage 16.67 16.67 in Addn'l Force Req1d 0.0 # Allow*.85 = 85.0 85 0 psi #5 @ 25.83 25.83 WALL DATA FOOTING DATA - = 4.00 4.6 SOIL DATA #6 @ Retained Soil Ht. 6.00 ft Footini Thickness 12.00 in Allow. Soil Bearing 1500 psf 48.00 Toe Wi th 0.67 ft Active Fluid Press 30 pcf Ht. Above Top Support 0.17 ft Heel Width 48.00 0.67 ft Design Fluid Press 30.00 0.00 pcf Dist: Ftq. To Top Support 6.16 ft Total Footing Width 48.00 1.34 ft Backfill Slope STEM DESIGN DATA :1 Total Wall1eight Fixity @ Base of Wall 6.33 0 ft Passive Lateral ley De th �250 0 9.6 psf in Soil Density 110 0 Pcf VERTICAL LOADS Key W!th Mason 12.00 in Soil Ht Over Toe 0.6 in Axial DL on Stem 170.0 plf Key Dist. to Toe 0.33 ft .6 Ht .4 Ht Axial LL on Stem -Eccentricity 314 0 0.6 PH in n : Modular Ratio Allowable Fa - SMY 1.19 in Pressure @ Toe OK 4.00 1339.0 psf Ecc. of Resultant iu,rc ar e over Toe 0.0 psf Pressure @ Heel 8.00 in 517.7.psf 4.00 Kern Distance 2.68 in Surcharge over Heel 0.0 psf Allowable Press. 1500.0 psf- 'Footing One -Way Shear: 24.0 24.0 LATERAL LOADS 24.0 24.0 Sliding F.O.S. 24.0 1.50 :1 @ Toe 0.06 psi Lateral Load Acting on Stem above soil 0.0 psf Restraint Force Reqld Ed Edge @ Heel Allowable Shear- 0 i 00 8 .0 psi psi Addll Lateral Load 0 0 5.25 at Top of Wall 175.3 # Footing Overturning 5.25 ... Top Ftg to load start 0.60 �lf t Additional Restraint Front Front Stability Ratio 2.56 :1 ... Top Ftg to load start 0.00 ft Reqld at Bottom 0.0 # 199 776 776 SLIDING CHECK @ BASE - 776 776 ft-# FOOTING DESIGN Shears: Actual 1.9 1.8 1.3 Soil Press. Mult. Toe Heel 3.0 PC 2500 psi Ft5/Soil Friction 0 350 27.4 by ACI 9-1 1976 764 �sf Fy 40000 3, Soil to Neglect K00 in Mu - Upward 398 0 t-# Min Asteel . 0.0015 78.00 Factor of Safety Z Lateral Pressure 1.50 544.7 :1 # Mc- Downward Mu - Desi 47 351 0 -0 ft_# ft-# - Rebar Choices 0.485 0.608 . Dneejua DroqqUre 382.8 # One-Wav Spear: Actual fa Toe Heel - Friction Pressure 435.4 # Actual 0.1 0.0 psi #4 @ 16.67 16.67 in Addn'l Force Req1d 0.0 # Allow*.85 = 85.0 85 0 psi #5 @ 25.83 25.83 in Cover over Rebar = 4.00 4.6 in #6 @ 36.67 36.67 in Ru = MAP 6 0 psi #7 @ 48.00 48.00 in As Reqld 0.14 0.14 in2 #8 @ 48.00 48.00 in #9 @ 48.00 48.00 in STEM DESIGN DATA STEM SECTION DESIGNS Stem Material Mason NOTE !! Maximum Moment Occurs at 2.59 ft above Top of Footing Em= f1m 75� LOP .8 Ht .6 Ht .4 Ht 2 Ht Bottom n : Modular Ratio Allowable Fa 25.78 148.4 Dist. above Ftg OK 6.00 OK 5.00 OK 4.00 OK 2.59 OK 1.50 OK 0.50 ft Nominal Wall Thick. 8.00 in Bar Size 4.00 4.00 4.00 4.00 4.00 4.00 fla 1500 psi Rebar Spacing 24.0 24.0 24.0 24.0 24.0 24.0 in Fs 24000 psi Rebar Location Edge Me Ed je Ed Edge Ed e 5.15 in Load Duration Factor 1.00 Rebar Id' Dist. 5.25 5 5 . 5 .g 5 5.25 No Inspection Required Tension Face Front Front Front 338 Front .428 Front 361 Front 162 ft-# Grout All Cells Use Medium Weight Block Moments: Actual Allowable 27 776 199 776 776 776 776 776 ft-# Shears: Actual 1.9 1.8 1.3 0.0 1.4 3.0 # Allowable 27.4 27.4 27.4 27.4 27.4 27.4 # h Wall Weig t 78.00 78.00 78.00 78.00 78.00 78.00 psf Masonry Stem Data ..... interaction Value 0.072 0.300 0.485 0.608 0.528 0.279 Actual fa 5.6 6.4 7.3 8.5 9.4 10.3 psi Actual fb 5.6 63.6 107.8 136.4 115.1 51.8 psi V4 FMICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 RESTRAINED RETAINING WALL DESIGN Morgan Garage k)AI—L— Support 4 (P 24.00" 4@ 24.00"oc 4 4b 24.00" r, 4 @) 2 4. 0 0 4 (P 24.00" HE P) sop TOE (bot) 502 4HORIZ.ASSHOWN 3" 101, 1 110 iff, ml, 171 Arl (ri 1QRI-Qg RUMP WWI. WNRY VW-ngnl;79 I - I �� "LrJ18j'o JOB: 24X24 HIP "v LOCATION: MiTek. TRUSS ENGINEERING POWEIR TO PERFORM. MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 I BUTTE COUNTY MAY 2- 12007 DEVELOPN111��T SERVICES 10- LUMBER 0- HARDWARE 10- STOCK PLANS lo- CUSTOM DRAFTING No- TRUSS ENGINEERING 10- TRUSSES lo- PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone:(530)534-0300 Fax. -(530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING Y 4 This Image was created with 71MBER )RODUCTS NSPECTION 105 S.E. 124th AVE. /ancouver, Wa. 98684 3hone:(360)449-3840 :ax:(360)449-3953 A TRUSS SCHEDULE Tails E ct: 24x24 HIP Count : ractor: Endeavor Homes Date: April 27, 2007 Roof: COMP Snow: o n By: Mw Tail Cut: Plumb Description HIP GIRDER 2 PLY. ff MIM E ct: 24x24 HIP Count : ractor: Endeavor Homes Date: April 27, 2007 Roof: COMP Snow: o n By: Mw Tail Cut: Plumb 2+x24 If Endeavor Homes 655 Cal Oak KJ. Oroville, Ca. 95.965 (530) 534-0300 (530) 534-5269 J Y MiTek 0 ;;5-W"-jV To PE'Vi-017M.- MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 24x24HIP Fax 916/676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R24995414 thru R24995426 My license renewal date for the state of California is March 31, 2009. S. W W C 046433 % 0011=11-6�A April 18,2007 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type city Ply 00 SPACING 2-0-0 CS1 DEFIL In 1 PLATES GRIP 24X24HIP EJ01 JACK 4 1 2-4 >999 240 MT20 220/195 TCDL 10.0 8-7-12 1.25 BC 0.26 Job Reference (optional) 8-0-12 -2-0-n 2-0-0 4.00 FJ -2 2 2X4 = asm 3 1— .......... 11-0-12 4-0-5 Scale = 1:13.0 4 1; 8-7-12 8-0-12 8-0-12 REACTIONS (lb/size) 2=272/0-5-8,4=59/Mechanical,3=-8/MechanicaI Max Horz2=48(load case 3) Max Uplift2=-82(load case 3), 3=-8(load case 1) Max Grav2=272(load case 1), 4=1 18(load case 2),3=17(load case 3) FORCES (lb) - Maximum Compression/Maximurn Tension TOP CHORD 1-2=0/32,2-3=-36/5 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h--25ft; TCDL=6.Opst BCDLm6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL --1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard V?,0FESS S. CO & ILL! OWC C W433 'T lmw';�3AMMI law" ApNP11Bj=M7 A WARNING - Vero design parantet� and READ NOTES ON TWS AND 1NCLUDED MTEK RZFERENCE PAGE JIM 7473 BEFORE USE. 1-11-11 Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and is for an Individual building component. 4-0-5 LOADING (pso SPACING 2-0-0 CS1 DEFIL In (loc) I/def! Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.11 2-4 >629 180 SCILL 0.0 Rep Stress Incr YES W8 0.00 Horz(TL) -0.00 3 n/a n/a SCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 14 lb LUMBER BRACING TOPCHORD 2X4DFNo.l&Btr TOPCHORD Sheathed or 1-11-11 ocpurlins. BOTCHORD, 2 X 4 DF No.1 &Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=272/0-5-8,4=59/Mechanical,3=-8/MechanicaI Max Horz2=48(load case 3) Max Uplift2=-82(load case 3), 3=-8(load case 1) Max Grav2=272(load case 1), 4=1 18(load case 2),3=17(load case 3) FORCES (lb) - Maximum Compression/Maximurn Tension TOP CHORD 1-2=0/32,2-3=-36/5 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h--25ft; TCDL=6.Opst BCDLm6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL --1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard V?,0FESS S. CO & ILL! OWC C W433 'T lmw';�3AMMI law" ApNP11Bj=M7 A WARNING - Vero design parantet� and READ NOTES ON TWS AND 1NCLUDED MTEK RZFERENCE PAGE JIM 7473 BEFORE USE. Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and is for an Individual building component. M!3, Applicability of design paramenters and proper incorporation of component 6 responsibility of building designer - not truss designer. Bracing shown 6 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding --------- fabricallong.utolinty control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, OSB -89 and BCS11 Building Component Safety Into 1. available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI 53719. 7777 Greenback Lane, Suits 109 Citrus Heights, CA, 95610 Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property LL_K� securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each V TOP CHORDS other. C2 C3 5 3. PI ce plates on each face of truss at each 9 f 'r jol�t and embed fully. Avoid knots and wane AcJ 0 at joint locations. 0 U 4. Unless otherwise noted, locate chord splices a_ a. at 14 panel length (± 6" from adjacent joint.) /n For 4 x 2 orlientation, locate I C8 C7 C6 10 BOTTOM CHORDS 0. unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /9'from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead food deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960M -W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12, Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek V\/N vwq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 0 1993 MIT9k@ Holdings, Inc. Job Truss Truss Type Qty Ply Do Plates Increase 1.25 TC 0.20 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 10.0 � 24)(24HIP EJ02 JACK 4 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Job Reference"Anal) ....avor .—., v—,-, —, — 8-0-12 -2-0.0 2-0-0 4.00 R-2 2 2X4 8-0-12 O.ZUUSJU11,IZUUt)MI18Kinausines,ina. 1U6Aprwiu:*f:,iozuui vage 13-0-12 3-11-11 r�n_n I 3-11-11 2-0-5 Scale = 1:13.0 3 vs 4 9-3-12 8-0-12 6-0-0 2-0-5 LOADING (psf) SPACING 2-0-0 CS11 DEFL in (loc) I/defi L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-4 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 17 lb LUMBER BRACING TOPCHORD 2X4DFNo.l&Btr TOPCHORD Sheathed or3-11-11 ocpurlins. BOTCHORD 2 X 4 DF No.1&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=58/Mechanical,2=302/M-8,4=57/MechanicaI Max Horz2=68(load case 3) Max Uplift3=-17(load case 3), 2=-86(load case 3) Max Grav3=58(load case 1), 2=302(load case 1), 4=1 14(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-44/13 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and eight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard r ApN0f1Bj=M7 ,& WARNM - Vorft deeign panunetera and R&4D NOTES ON 78731 AM Dil'CLUDED MTER REFERENCE PAGE Mff 7473 BEFORE US& Design valid for use only with Mrrek connectors. 7hls design Is based only upon parameters shown, and Is for an Individual building component. 140: Applicability of design paromenters and proper Incorporation of component 6 responsibility of building designer - not truss designer. Bracing shown 6 for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the M i'l erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ........ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION 3 " *Center plate on joint unless Z4 dimensions indicate otherwise. Dimensions are in inches. Apply I 4j� plates to both sides of truss and Li\_� securely seat. *For 4 x 2 orientation, locate plates I /9'from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING . Indicates location of joints at which bearings (supports) occur 0 U CL 0 Numbering System J2 J3 J4 J 1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907,4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 MiTek Engineering Reference Sheet: MII-7473 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 0 4. Unless otherwilse noted, locate chord splices U a- at 1/4 panel length (± 6" from adjacent joint.) 0 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherVise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 MiTek@ Holdings, Inc. orb Truss russ Type Truss Type oty Ply _F 00 00 R24995416 HIP EJ03 JACK JACK 4 TCDL 10.0 Job Referenceloptional) 9-11-12.. foptonali BC 0.25 Vert(TL) -0.10 2-4 >692 180 BCLL 0.0 Rep Stress Incr YES -nn._,.,, —nnlivil., 1.1-In—m.. lu.AN117110:37:37200Y.Pagel mnueavor null—, —.1.1'.. ...­'. B-0-12 I = 1:14.0 LOADING (psfi SPACING 2-0-0 CS1 DEFL in (loc) Ildefi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TIC 0.22 Vert(LL) -0.05 2-4 >999 240 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-4 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 20 lb LUMBER BRACING TOPCHORD 2X4DFNo-I&Btr TOPCHORD Sheathed or 5-11 -11 oc purlins. BOTCHORD 2 X 4 DF No.1 &Btr BOTCHORD Rigid ceiling directly applied or I G-0-0 oc bracing. REACTIONS (lb/size) 3=123/Mechanical,2=342/0-5-8,4=57/MechanicaI Max Horz2=88(load case 3) Max Uplift3=-48(load case 3), 2=-93(load case 3) Max Grav3=123(load case 1), 2=342(load case 1), 4=1 14(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-56/31 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL --1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard r r � � ; I I I I , - Y� Ukj 1-1 r -*1 7, 111�, IL �17 -M Apt*)ABjZ=7 WARNM -Verify davign paranurtere and READ XOTZS ON T= AM NCLEMED fiffTEK REFEREME PAGE MU -7473 BEFORE USE. IFEBE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Kw—mlk Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the FA FT_e k' erector. Additional permanent bracing of the overall structure Is the responsibility, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, D$8.8? and BCSII building Component 7777 Greenback Lane, Suite 109 SafetV Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, Wl 53719. Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 34' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J5 3. PI ce plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 Z at joint locations. X 0 U . = U U 4. Unless otherwise noted, locate chord splices CL 0 CL at 1/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ca C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /9'frorn outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate Without prior approval of a professional which bearings (supports) occur. engineer. VV\/I%i V\Y 15. Care should be exercised in handling, erection and installation of trusses. M!Tek Engineering Reference Sheet: Mll-7473 0 1993 M1Tek@ Holdings, Inc. Job SPACING Truss Type CSI Ply 0 0- Plates Incre:se 1.25 TC 0.22 TCDL 10 ' 0 R24995417 24X24HIP BC 0.25 JACK �()ty 4 1 YES WB 0.00 BCDL 10.0 Code UBC/ANS195 0-j J0 Reference optional) 1— . . . .. . - t1 --1d2 tnaeavor names, vmvnie, —, m— —111-12 Bz--ff - - ... .. ..... — . - - — 1— — LOADING (pso SPACING 2-0-0 CSI TCLL 16.0 Plates Incre:se 1.25 TC 0.22 TCDL 10 ' 0 as Lumber Incir a 1.25 . BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC/ANS195 (Matflx) LUMBER TOPCHORD 2X4DFNo.I&Btr BOTCHORD 2X4DFNo.I&Btr DEFL in (loc) I/defi Ud PLATES Vert(LL) -0.05 2-5 >999 240 MT20 Vert(TL) .0.10 2-5 >692 180 Horz(TL) -0.00 4 n/a n/a Weight: 25 lb BRACING TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 4=103/Mechanical,2=342/0-5-8,5=57/Mechanir-al.3=227/0-3-8 Max Horz 2=1 30(load case 3) Max Uplift4=-44(load case 3),2=-79(load case 3), 3=-94(load case 3) Max Grav4=103(load case 1), 2=342(load case 1), 5=1 14(load case 2), 3=227(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/32,2-3=-82/31,3-4=-28126 BOT CHORD 2-5=0/0 NOTES 1) Wind: ASCE 7-98: 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface mitth truss chord at joint(s) 3. LOAD CASE(S) Standard j "T '-, 'I y GRIP 220/195 =Nr.20.1 it, 1-12 Ap*dBjXW07 Afi, wAmmo. v.,0 d.jl ptsn, .d Raw =Tzs ON Tius AND jNcLl mrrEK RFpjcRcAcz PAGE MH 7473 BEFORE us& Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component. L Raw Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown the is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/71`11 Quality Criteria, IDSB-89 and BCSil Building Component 7777 Greenback Lane, Suits 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Dove, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION 3 *Center plate on joint unless z 4 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. L *For 4 x 2 orientation, locate Numbering System J2 J3 J4 C2 TOP CHORDS C3 J5 0 U 0 6 U General Safety Notes Failure to Follow Could Cause Property Darnage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length (± 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of I C8 ___C7 u- 3 BOTTOM CHORDS plates I /9'from outside edge J1 J8 J7 J6 lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or *This symbol indicates the preservative treated lumber. required direction of slots in connector plates. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and is the responsibility of truss fab(icator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equal to or better than the specified. to slots. grade BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A I I. Bottom chords require lateral bracing at 10 Indicates location of required WISC/DILHR 960022-W, 970036-N ft. spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. <, �" NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at which bearings (supports) occur. HIM 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. mile V\/\] 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 0 1993 PfiATek@ Holdings, Inc. 3b rues Truss Type aty Ply 1X24HIP -- 711A JACK 2 1 R24995411 J'oob Reference Cog�anal -19 Apr 17 10:37:38 20011 KPI 6.200 a Jul 13 2005 M k Fndust as, iA8:3r Endeavor Homes, Orovills, Ca., Matt 8-0-12 8-0-12 ZX4 — —1 LOADING (PsO SPACING 2-0-0 CS1 TCLL 16.0 plates Increase 1.25 TC 0.22 TCDL 10.0 Lumber Increase 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC/ANS195 (Matrix) LUMBER TOPCHORD 2X4DFNo.l&Btr BOTCHORD 2X4DFNo.I&Btr BRACING TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=50/Mechanical,2=342/0-5-8,6=57/Mechanical,3=227/0-3-8,4=154/0-3-8 Max Horz2=150(load case 3) Max UpIIfI5=-21 (load case 3), 2=-72(load case 3), 3=-94(load case 3), 4�66(load case 3) Max Grav,6=50(losd case 1), 2=342(load case 1), 6=114(load case 2), 3=227(load case 1), 4=154(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/32,2-3=-103/31,3-4=-49/26,4-5=-13/13 BOT CHORD 2-6=010 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6.Opsf, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and eight exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard :23.6 r 1-8 FESSI S. LU W C 046-433 % i, *k E"1-09 J*A AP*012=7 WAMnra - VerVy design jp�meters, a" PEAD NOTES ON TIES "D JNCLWW WTEX REFERENCE PAGE MZF-7473 BE"RE UaIL Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicabillty of design paramenters and proper incorporation of component Is responsl0i ity of building designer - not truss designer. Bracing shown N Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction 6 the responsibillity of the IVITIeW erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding iw;w ------- fabrication, quality control, storage, delivery, erection and brocin 7777 Greenback Lane, Suite 109 frg, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onof Drive, Madison, WI 53719. Citrus Helahts, CA, 95610 DEFL in (loc) I/defi L/d PLATES GRIP Vert(LL) -0.05 2-6 >999 240 MT20 220/195 Vert(TL) -0.10 2-6 >692 180 Horz(TL) -0.00 5 n/a n/a Weight: 28 lb BRACING TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=50/Mechanical,2=342/0-5-8,6=57/Mechanical,3=227/0-3-8,4=154/0-3-8 Max Horz2=150(load case 3) Max UpIIfI5=-21 (load case 3), 2=-72(load case 3), 3=-94(load case 3), 4�66(load case 3) Max Grav,6=50(losd case 1), 2=342(load case 1), 6=114(load case 2), 3=227(load case 1), 4=154(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/32,2-3=-103/31,3-4=-49/26,4-5=-13/13 BOT CHORD 2-6=010 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6.Opsf, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and eight exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard :23.6 r 1-8 FESSI S. LU W C 046-433 % i, *k E"1-09 J*A AP*012=7 WAMnra - VerVy design jp�meters, a" PEAD NOTES ON TIES "D JNCLWW WTEX REFERENCE PAGE MZF-7473 BE"RE UaIL Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicabillty of design paramenters and proper incorporation of component Is responsl0i ity of building designer - not truss designer. Bracing shown N Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction 6 the responsibillity of the IVITIeW erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding iw;w ------- fabrication, quality control, storage, delivery, erection and brocin 7777 Greenback Lane, Suite 109 frg, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onof Drive, Madison, WI 53719. Citrus Helahts, CA, 95610 Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 34' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 0 De at joint locations. 0 U 7: U 4. Unless otherwise noted, locate chord splices CL at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C7 C6 0 BOTTOM CHORDS ess otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9'from outside edge J I J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stocks of construction materials. Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. U31M engineer. Mi 1ek@ 17\7N] vwq 15. Care should be exercised in handling, ERB erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 0 1993 MiTek@ Holdings, Inc. Job Truss Truss Type CS1 Ply 16.0 Plates Increase 1 .25 TC 0.22 TCDL 10 ' 0 R24995419 24X24HIP EJD48 JACK �Qty 4 I �00 W13 0.00 BCDL 10.0 Code UBC/ANS195 (Matrix) Job Reference (optional)i i j n.7-1 7 - mnaeavor morries, vrovina, ua., man viruson 8-0-12 0—Vil Jul to zuvoml I 126.Wtnas, nu. mempr it iu:ot;ooAuui rage i 8-0-12 AX4 — 13-U-12 LOADING (psQ SPACING 2-'_0 CS1 TCLL 16.0 Plates Increase 1 .25 TC 0.22 TCDL 10 ' 0 Lumber Increase 1 . .25 BC 0.25 BCLL 0 '0 Rep Stress Incir YES W13 0.00 BCDL 10.0 Code UBC/ANS195 (Matrix) LUMBER TOPCHORD 2X4DFNo.I&Btr BOTCHORD, 2X4DFNo.l&Btr DEFL in (loc) I/defi Ud PLATES GRIP Vert(LL) -0.05 2-5 >999 240 MT20 220/195 Vert(TL) -0.10 2-5 >692 180 Horz(TL) -0.00 4 n/a We Weight: 22 lb BRACING TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=51 /Mechanical, 2=342/0-5-8, 5=57/Mechanical, 3=1 75/0-3-8 Max Horz2=109(load case 3) Max Uplift4=-22(load case 3), 2=-86(load case 3), 3=-71 (load case 3) Max Grav4=51(load case 1), 2=342(load case 1), 5=114(load case 2), 3=175(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0132,2-3=-60/31,3-4=-14113 BOT CHORD 2-5=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf-, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface With truss chord at joint(s) 3. LOAD CASE(S) Standard 1:17.2 ApIN011612=7 A WARM0 - Verlil clesign paintututteri; and READ NOTES ON TMS AND JINCLUDED AUTEK REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component. SiTel Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsiblility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCStl Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols 'Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless N' dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. Qsecurely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. V C2 C3 J5 , 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane oe at joint locations. 0 -5 0 U 4. Unless otherwise noted, locate chord splices U U at 'Apanel length (± 6'from adjacent joint.) O_ C8 C7 C6 0 ise noted, moisture content of 5. Unless otherwi For 4 x 2 orien tation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates 1/9'from outside edge of truss and vertical web. J I J8 J7 J6 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the perpendicular dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907,4922 11. Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667,9432A ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required WISC/DILHR 960022-W, 970036-N 12. Anchorage and / or load transferring continuous lateral bracing. NER 561 connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at PIER 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. Hum engineer. MiTekCRII v\15 v\pl 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 @ 1993 MiTek@ Holdings, Inc. Job Truss Truss Type Qty Ply 16.0 Plates Increase 1.25 I TCDL 10.0 100 8-7-12 R24995420 24X24HIP EJ05 JACK 4 1 YES WB 0.00 BCDL 10.0 Code UBC/ANS195 (Matrix) Job Reference (optional) I 8-0-12 o—V Jul 10A.Vo .— nouls—s' inu. iue Apr of iu:ofez . lyl rage 1 3 LOADING (psf) SPACING 2-0-0 CS1 TCLL 16.0 Plates Increase 1.25 TC 0.17 TCDL 10.0 Lumber Increase 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC/ANS195 (Matrix) LUMBER TOPCHORD 2X4DFNo.l&Btr BOTCHORD 2X4DFNo.l&Btr REACTIONS (lb/size) 2=232/0-5-8,4=19/0-3-8,3=-B/MechanicaI Max Horz2=48(load case 3) Max Uplift2=-106(load case 3), 3=-8(load case 1) Max Grav2=232(load case 1), 4=39(load case 2),3=17(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-36/5 BOT CHORD 2-4=0/0 DEFL in (loc) I/defi L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 2201195 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 n/a n1a Weight: 9 lb BRACING TOPCHORD Sheathed or 1 -11 -11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and eight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Scale = 1:7.4 r,. -v C 0, ILL! Q A 0: C 04QP33 A, , *k E"1-09 J*, ApNPA6j=M7 WARNMO - VerVy design jpa�rantetem and PFAD NOTSS 01V THISAM JNCWDED MTFX REFEJMTE PAGE MU -7473 BEFORE US& Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Paw 3 Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Sulta 109 Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4_1 3/; *Center plate on joint unless dimensions indicate otherWise. I . Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 1 TOP CHORDS other. Y8 1� C2 C3 J 5 3. Place plates on each face of truss at each A Q joint and embed fully. Avoid knots and wane 0 at joint locations. L 0 = U C) 4. UnIl ss otherwise noted, locate chord splices CL CL at 14 panel length (± 6" from adjacent joint.) 0 0 I CS C7 CS BOTTOM CHORDS 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1/9'from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the Width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907,4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferriing connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at CIE 14. Do not cut or alter truss member or plate Without prior approval of a professional which bearings (supports) occur. engineer. t I MiTek@ 17 \7 NJ 15. Care should be exercised in handling, erection and installation of trusses. MiTelk Engineering Reference Sheet: MIX -7473 C 1993 M1T9k@ Holdings, Inc. Job SPACING Truss Type Qty Ply (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.17 R24995421 24X24HIP ;s JACK 4 1.25 9-3-12 Vert(TL) -0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr P.2tional.) tnaeavor Homes, urovitie, La., mau nuson 8-0-12 84,11 LOADING (psf) SPACING 2-0-0 CS11 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 11 lb LUMBER BRACING TOPCHORD 2X4DFNo.I&Btr TOPCHORD Sheathed or 2-0-0 oc purlins. BOTCHORD 2 X 4 DF No.1 &Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=51 /Mechanical, 2=233/0-5-8,5=19/0-3-8,3=38/0-3-8 Max Horz2=68(load case 3) Max Uplift4=-22(load case 3), 2=-100(load case 3), 3=-15(load case 4) Max Grav4=51 (load case 1), 2=233(load case 1), 5=39(load Case 2), 3=38(load case 1) FORCES (th) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0132,2-3=-36/0,3-4=-14/13 BOT CHORD 2-5=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=26ft; TCDL=6.Opsf-, BCDL=6.Opsf,* Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard ['31 U I 1A ApWPi1Bj=M7 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Fa9ure to Fol!ow Could Cause Property 3/; *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 15 3. Place plates on each face of truss at each 0 C' If joint and embed fully. Avoid knots and wane 0 at joint locations. 7- 0 U U 4. Unless otherw[ise noted, locate chord splices CL 0 CL at 1/4panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 1 C8 C7 C6 BOTTOM CHORDS 5. Unless otherwiise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9'from outside edge J I J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do hot overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. Mi k' V\/"i V\211\i 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 0 1993 M!Tek@ Holdings, Inc. u—u u jui i a Auvo mt j eK inausines, ine. I us Apr if 13:51:05 2007 Page I 2-9-15 8-" 2-9-11 2-11-2 2-5-9 3X4 410 = 2 3X4 :� 3X4 :� 8 3X4 �: 3X4 3X4 34 16-11-10 5 Swle = 1:32.6 2.o3 5-2 7 6 4-7 — R LOADING (pso Truss Truss Type Qty ply TCLL 16.0 L"101",11P Poll CAL -RAFTER 4 1 I 100 R24995422 BC 0.00 Vert(TL) -0.08 2-4 >999 180 Citrus Heights, CA, 95610 BCLL 0.0 Rep Stress Incr NO Job Reference (optional) u—u u jui i a Auvo mt j eK inausines, ine. I us Apr if 13:51:05 2007 Page I 2-9-15 8-" 2-9-11 2-11-2 2-5-9 3X4 410 = 2 3X4 :� 3X4 :� 8 3X4 �: 3X4 3X4 34 16-11-10 5 Swle = 1:32.6 2.o3 5-2 7 6 4-7 — R LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.08 2-4 >999 180 Citrus Heights, CA, 95610 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 39 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.l&Btr TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=360/0-3-8,7=1117/0-3-8,2=374/0-3-8,5=142/0-3-8,6=1092/0-3-8 Max Horz 2=1 51 (load case 3) Max Uplift 4�11 38(load case 5), 7�11 98(load case 3), 2=-1 56(load case 5), 5=-77(load case 3), 6=-205(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/33, 2-8=-1 05/0, 3-8=-88/49, 3-4=-82152, 4-5�52/0, 5-6=-34/21, 6-7=-1 9f7 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6.Opsf, BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 7, 5, 6. 5) Hangeqs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb up at 8-6-2, 6 lb down and 3 lb up at 8-6-2, 71 lb down and 34 lb up at 11-4-1, 916 lb down and 137 lb up at 14-2-0,1072 lb down and 180 lb up at 16-9-14, and 14 lb down at 6-8-3, and 14 lb down at 5-8-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 1-7=-52 Concentrated Loads (lb) "�j Vert: 7=-1 072(F) 3=-5(F=-6, 8=1) 5�71 (F) 6=-91 6(F) F31jf FESSI S. CO rn LU M W C 04 M M�i-ir2flU21 "*Fi ApNPdB1=M7 WARMO - Vero design pa�antat-a and PJUD NOTES ON TWS.UD DVCIXDW WTEK P"EPENCE PAGE MU -7473 BEFORE USE. Design valid for use only wilth MITek connectors. This design Is based only upon parameters shown, and is for an individual building component. 101 Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure during Is the OCR' stability construction responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TFIII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, VVI 53719. 7777 Greenback Lane, Suits 109 Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/�' *Cenferplate onjoint unless dimensions indicate otherwiise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 Cie at joint locations. 0 U = U U 4. Unless otherwise noted, locate chord splices (L at % panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C7 C6 0 BOTTOM CHORDS J. ul Hess otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /9'from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use wlith fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907,4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M i"Ir U- ko"' V\/\] 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 0 1993 MiTek@ Holdings, Inc. Job T Truss Type DEFL in (loc) I/defl Ud ply TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.16 10-11 >999 240 MT20 220/195 TCDL 10.0 R24995423 24X24HIP Vert(TL) -0.3510-11 >800 180 CAL. HIP �Qty 2 2 -tional) lJ000b Reference (op tnaeavor riomes. vroygfy., — I'll... B-0-12 --2-n-n 1 54-0 ayi-q 9--s-5 i 14-2-11 18--a-5 T-8-9 24-0=0-- P —0-0 i 2-0-0 5-4-0 0--7-11 3-9-10 4-5-5 3-9-10 0-7-11 5.4-0 2-M Scale = 1:46.9 4.00 FJ -2 US \\ 1.5X4 11 Us = 5X8 �� JX0 — 10 1� lu 1. 1. -- — -- 2X4 11 8X8 = 2X4 11 3X4 8-0-12 8-0-12 9-9-5 14-2-11 18-8-0 5-4-0 4-5-5 4-5-5 4-5-5 5-4-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.16 10-11 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.3510-11 >800 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 234 lb LUMBER TOPCHORD 2X4DFNo.l&Btr BOTCHORD 2X6DFNo-I&Btr WEBS 2 X 4 DF Std REACTIONS (lb/size) 2=1975/0-5-8,7=1975/0-5-8 Max Horz2=-46(load case 6) Max Uplift2=-335(load case 3), 7=-374(load case 4) BRACING TOPCHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-2-9 max.): 3-6. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/36, 2-3=-5141/830, 3-13=-7058/1320, 13-14=-7079/1321. 4-14=-7087/1323, 4-15=-7073/1318, 5-15=-7073/1318, T 5-16=-495 5/835, 16-17=-49541835, 6-17=-4952/835, 6-7=-5138/850, 7-8=0/36 '..J A.4 -19=-711/4835,12-20=-718/4806, 20-21=-718/4806,11-21=-718/4806, r?r, U BOTCHORD 2-18=-711/4835,18-19=-71114835,12 '01 P 11 -22= -128217240,10 -22= -1282/7240,10-23=-128217240,23-24-1282/7240,9-24=-1282/7240, 9-25=-740/4840, A J, 25-26=-740/4840, 7-26-740/4840 :)� WEBS 3-12=0/415, 3-11=-571/2526,4-11=-8411280,5-11=-215153, 5-10=0/368,5-9=-2438/564,6-9=-114/987 NOTES 1) 2-plytrussto be connected togetherwith 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 43 lb up at 6-0-12' 155 lb down and 65 lb up at 8-0-12, 207 lb down and 88 lb up at 10-0-12, 207 lb down and 89 lb up at 12-0-0, 207 lb down and 88 lb up at 13-11-4,155 lb down and 65 lb up at 15-11-4,103 lb down and 43 lb up at 17-11-4, and 350 lb down and 33 lb up at 6-0-0, and 350 lb down and 33 lb up at 18-0-0 on top chord, and 78 lb down at 2-0-12, 74 lb down at 4-0-12, 74 lb down at 6-0-12, 74 lb down at 8-0-12, 74 lb down at 10-0-12, 74 lb down at 12-0-0, 74 lb down at 13-11-4, 74 lb down at 15-11-4, 74 lb down at 17-114, and 74 lb down at 19-114, and 78 lb down at 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. WWCSkW-(VP%?andard � APt*i1Bj=M7 A& WARNING - Veft design paratneters and READ NOTES ON TWS AND JNCLUDED JUTEK REPPMENCE PAGE MU -7473 BEFORE USE. Design valid for use only with M11Tek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown HE is for lateral support of lndlvfdual web members only. Additional temporary bracing to Insure stability clurilng construction is the responsibillity of the MiTek7 erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delIveV erection5aAdDy0racin 5 1 ANSI/TPII Quality Criteria, DSB-89 and SCSI1 Building Component 7777 Greenback Lane, Suite 109 nofn96 con u t Safety Information available from Truss Pla � Institute, Drive, Madison, VVI 53719. Citrus Heights, CA, 95610 I'm Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13 " *Center plate on joint unless 74 Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1 11 TOP CHORDS other. Y8 t I '� C2 C3 5 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane L 0 VX1 I at joint locations. Acl Z: 0 \\ U = Ax U U 4. Unless othervVise noted, locate chord splices a_ CL at 1/4panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ca C7 C6 0 BOTTOM CHORDS 5. unless otherwise noted, moisture content of plates I /9'from outside edge A J8 J7 J6 lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to comber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the Width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960M -W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss member or plate without p6or approval of a professional which bearings (supports) occur. engineer. 075 FIR 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 1993 MiTek@ Holdings, Inc. job Truss Truss Type Qty Ply 00 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is the the k* Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction responsibility of erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding R24995423 24X24HIP Tot CAL. HIP 2 2 - Job Reference (a tonal . . . � -- ..!,-,-.-,..-,---- — I.- . — --.1 � 1— .--- I LOAD CASE(S) Standard 1) Regular: Lumber increase=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: "n-52, 3-6=-52, 6-8=-52, 2-7=-20 Concentrated Loads (1b) Vert: 11=-37(F) 4=-175(F) 10=-37(F) 5=-175(F) 13=-421(F=-71, B=-350) 14�123fl 15=-175(F) 16=-123(F) 17=421(F=-71, B=-350) 18=-39(F) 19=-37(F) 20=-37(F) 21 =-37(F) 22=-37(F) 23=-37(F) 24=-37(F) 25=-37(F) 26=-39(F) WARMO - VerUy design parvunetere and Rill 11107WS ON TWS AND JNCLUDED AUTSK REFERMCS PAGE MU -7473 BEFORE USF - Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is the the k* Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction responsibility of erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCST Building Component Safety Informatton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION 13 " *Center plate on joint unless -III �- 74 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. I -or 4 x 2 orientation, locate plates 1/8" from outside edge Of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING indicates location of joints at which bearings (supports) occur, 0 U a_ 0 Numbering System J2 J3 J4 J 1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907,4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I - Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. M 0 4. Unless otherwise noted, locate chord splices U at 1/4panel length (± 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General Practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. y X/'\l I/MeN 15. Care should be exercised In handling, I erection and installation of trusses. MiTek Engineering Reference sheet: Mll-7473 1 0 1993 M[Tek@ Holdings, Inc. Job Truss Truss Type Q'y Ply 00 erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding IT12 fabrication, quality control, storage, delivery, erection and bract , consult ANSI/TP11 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onowc Drive, Madison, WI 53719. [2 1.5X4 R24996424 24X24HIP CAL. HIP lJob 54-0 12-0-0 18-8-0 24-0-0 Reference tional) -(ok C� 6; 1 -1.1— —a . .. ... D—V 5 JUI 14 4VV0 M11eK InaUfflneS, Inc. i ue Apr it iveMiduut Page 1 -2-n-0 54-0 7,11-11 16-5 i I --- 1 2-0-0 54-0 2-7-11 4-0-5 4-0-5 2�7 "11 5-4-0 Scale 1:46.9 4.00 [1-2 1.5X4 1.5X4 11 1.5X4 I.SX4 US 4 6 9 10 in 31 3x5 16 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component. 15 14 3X5 erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding 1.5x4 11 fabrication, quality control, storage, delivery, erection and bract , consult ANSI/TP11 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onowc Drive, Madison, WI 53719. 6X8 1.5X4 Citrus Heights, CA, 95610 8-0-12 8-0-12 54-0 12-0-0 18-8-0 24-0-0 5-4-0 6-8-0 6-8-0 5-4-0 Plate Offsets MY): 1`15:0-4-0.0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.18 15 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.41 15 >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 105 lb LUMBER BRACING TOPCHORD 2X4DFNo.l&Btr TOPCHORD Sheathed or 4-2-11 oc purlins, except BOTCHORD 2 X 4 DF No.1&Btr 2-0-0 oc purlins (3-3-10 max.): 3-11. WEBS 2X4DFStd BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4DFStd JOINTS 1 Brace at Jt(s): 5, 8 REACTIONS (lb/sIze) 2=969/0-5-8,12=969/0-5-8 Max Horz2=55(load case 5) Max Uplift2=-143(load case 3),12=-143(load case 4) FORCES (lb) - Maximum Compression/Maximurn Tension TOPCHORD 1-2=0/32, 2-3=-2128/139, 3-4=-29/3, 4-6=-210, 3-5=-29961244, 5-7=-3004/246, 7-8=-3004/246, 8-11 =-2996/244, 9-1 0=-2/0, 10-11 =-2913, 11-12=-2128/140, 12-13=0/32 BOTCHORD 2-16=-1 08/1975, 15-16=-1 17/1962, 14-15=-74/1962, 12-14=-65/1975 WEBS 3-16=0/247, 3-1 5=-1 30/1177, 7-15=-480/138, 11-15=- 13111177, 11-14=0/247, 4-5=-27/18, 8-1 0=-27/17 NOTES I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6.Opsf; BCDL=6.Opsf-, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL --1.33 plate grip DOLol.33. 3) Provide adequate drainage to prevent water ponding. 4) This tniss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard FESS S. 7 4 LU M W C 04 ;0 ApNPAB12=7 A WARMG - VwVy design pairanieters and READ NOTES ON TMS AND MMUDED WT= REFEPMWE PAGE AW -7473 BEFORE Ema Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component. Mile Applicability of design poramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown 4 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTak' erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bract , consult ANSI/TP11 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onowc Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 34' *Center plate on joint unless dimensions indicate otherwise. I . Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each . I TOP CHORDS other. ye C2 C3 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane oe 0 AthJ5 at joint locations. = 0 U = U U 4. Unless otherwise noted, locate chord splices at 1/4 panel length (± 6'from adjacent joint.) C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates I /9'from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General practice is to comber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the Width 4 x 4 9. Lumber shall be of the species and size, and in to or better than the perpendicular to slots. Second all respects, equal dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907,4922 LATERAL BRACING SBCCI 9667,9*432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherWise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at Inc 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. fil OEM engineer. ®R Milbk 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 1993 MlTek@ Holdings, Inc. __T Job Truss Truss Type Qty ply 00 (loc) I/defi L/d PLATES GRIP TCLL 16.0 Plates Increase R24995425 � 24X24HIP T03 CAL. HIP 2 1 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.36 15 >775 180 Job Reference (optional) .2-0-0 2-0-0 5-4-0 o.zuu a jui i a zuuo miieK sicusines, inc. iue Apr it i u?6-1� zuul F'age 1 12-0--0 1 14-M 18-a" �4-n-n 4-7-11 2-0-5 2-0-5 4-7-11 5-4-0 2-0-0 Scale = 1:46.9 1.5X4 11 1.5x4 4 6 9 10 3X5 15 1.5 14 Jxb — 1.5x4 US 11.5X4 8-0-12 5-" 12-0-0 18-8-0 24-0-( 5-4-0 6-8-0 6-8-0 5-4-0 8-0-12 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defi L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.16 15 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.36 15 >775 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.06 12 n1a We BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 112 lb LUMBER BRACING TOPCHORD 2X4DFNo.I&Btr TOPCHORD Sheathed or 4-6-7 oc purlins, except BOTCHORD 2 X 4 DF No.I&Btr 2-0-0 oc pudins (3-6-13 max.): 3-11. Except; WEBS 2 X 4 DF Std 1 Row at midpt 3-5,8-11 OTHERS 2 X 4 DF Std BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS I Brace at Jt(s): 5, 8 REACTIONS (lb/size) 2=969/0-5-8,12=969/0-5-8 Max Horz2=64(load case 5) Max Uplift2=-135(load case 3),12=-135(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1 -2=0132,2 -3= -2086/111,3 -4= -41/21,4 -6= -2/0,3 -5= -2990/225,5-7=-2990/226,7-8=-2990/226,8-11=-2990/225,9-10=-210, 10-11=-41/21,11-12=-2086/111,12-13=0/32 BOTCHORD 2-16=-8711928,15-16=-96/1914,14-15=-47/1914,12-14=-38/1928 WEBS 3 -16=0/252,3 -15= -138/1167,7 -15=-5001137,11-15=-139/1167,11-14=0/252,4-5=-92/41,8-10=-92/41 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf, Category I% Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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. 5) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard fr Apt0I1Bj=M7 A WARIONG - Ver(& design pai,arnetem and READ NOTES ON TIHS AND JNCINDED 11111TEK RZFEREIME PAGE MU -7473 BEFORE USE. Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suits 109 Citrus Heights, CA, 95610 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 34' *Center plate on joint unless. Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each I " TOP CHORDS other. is 41 C2 C3 J 5 3. Place plates on each face of truss at each X_ 0 joint and embed fully. Avoid knots and wane L W - 0 0 r, W at joint locations. = 0 U = U U 4. Unless otherwise noted, locate chord splices OL CL at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C6 0 F C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of plates 1 /8"from outside edge J7 J6 lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equal to or better than the grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing �hown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at MIMI 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. MIN engineer. Mi V V\/\i V= 15. Care should be exercised in handling, erection and installation of trusses. MITek Engineering Reference Sheet: MIX -7473 0 1993 M[Tek@ Holdings, Inc. job Tru a Truss Type 8-0-12 8-3-4 Vi"Tek- 15-8-12 24-0-0 8-3-4 7-5-8 R24995426 24X24HIP T04 COMMON �Qty 1 Jply 1 �00 LO rence (optional) mnaeavor morries, MM VV11W" 6-4-14 2-0-0 64-14 5-7-2 5-7-2 6-4-14 2-0-0 Scale = 1:45.4 4x4 4 3X5 — bp --- US 3x4 6 6-0-12 Design valid for use only with MlYek connectors. This design Is based only upon parameters shown, and Is for an individual building component. 8-0-12 8-3-4 Vi"Tek- 15-8-12 24-0-0 8-3-4 7-5-8 8-3-4 Plate Offsets XY): [2:0-24,0-1-81, [6:0-2-4.0-1-81, [9:0.3-0,0-3.01 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Ildefi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.10 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.23 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight, 94 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1 &Btr TOPCHORD Sheathed or 4-7-13 oc purlins. BOTCHORD 2 X 4 DF No.I&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (lb/size) 2=963/0-5-8, 6=963/0-5-8 Max Horz2=-73(load case 6) Max UpIlft2=-1 21 (load case 3),6=-121(load case 4) FORCES Qb) - Maximum Compression/Maximum Tension TOPCHORD 1 -2=0/32,2 -3=-1938/99,3-4=-1713/69,4-5=-1713/69,5-6-1938199,6-7=0/32 BOTCHORD 2-9=-75/1783,8-9=0/1229,&8=-19/1783 WEBS 3-9-315/128, 4-9=0/561, 4-8=0/561, 5-8=-315/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6.Opsf; BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; carifflever left and right exposed ; end vertical left and Tight exposed; Lumber DOL --1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. LOAD CASE(S) Standard FESSI S. LU W C 046433 L *\ EXYV"- 9 J*, Ap1P;#ABJZ=7 WARNING - Vero d"tgn paranwtem and READ NOTES ON TRIS "M XCLUDED XTTZK REFERERICE PAGE MH 7473 BEFORE USE. Design valid for use only with MlYek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown the Vi"Tek- Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblility of erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobricaflongglity, control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS11 Building Component Safety into . available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. 7777 Greenback Lane, Suits 109 Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/�' *Center plate on joint unless. dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J 5 3. Place plates on each face of truss at each Z joint and embed fully. Avoid knots and wane 0 5 . "I 5 W at joint locations. 0 U = 44 U U 4. Unless otherwise noted, locate chord splices at 1/4 panel length (± 6'from adjacent joint.) For 4 x 2 orientation, locate C8 C7 C6 0 BOTTOM CHORDS 0. U, ness otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /9'from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to comber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the Width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 9@1 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. Mi V 17\7\1 y\@/1Q 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet, Mll-7473 0 1993 MITekS Holdings, Inc. Hip F)racing Detail BRACING IS TO BE P 4O.C. LEFT TO RI FRONT TO BACK. Detail A BUTTLE �;!Lof Q= VerticalB,PPrc°ni,NI6.e���Olb\ I® rressure DIOCK 0 1 . SUPPORT OF B.C. OF STANDARD OPEN END M11/SAC - 7 _j L3/30/2004 PAGE I JACK USING PRESSURE BLOCKS 7*11 11 THE Loading (FSF): BCDL 10.0 PSF MAX 2x4 bot. chord Conier truss of Jack j 2-(.131"X3.0"MIN) Is (typ) 2x4 block Jack —between jacks, truss nalled to carTler bcr (typ) w/6 W/(.131W.0" MIN) nalls spaced at 3" ox PARTIAL FRAMING PLAN OF CALIFORNIA HIP SET WITH SUB GIRDER BC of carrier truss 1 -%3.1)" MIN) NAILS (typ) I r 24" TYP _t '-HORD OF OPEN END JACK BC wl 6-;(.131"X3.0" MIN) NAILS @ 3" c.c. s L_ �,__-.O' 2 U 1';�- T�j'l 1 ,& WARIZING - 17-r1h design parameters and 11ZAD NOTES ON TMS AND W01,17DED W= REFZRB= PACM M11-7473.11RIFORE VSZ- Design valid lor use only with MITek conneclars. This design Is based a* upon parameters shown, and Is for an Individual building component. Applicability of design goramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support at dividuct web members any. Additional temporary bracing to Insure stability during construction Is the responsibuilly of the Tionent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qually ciantral, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria. OSB -89 and BCSI11 Building Component Safety Information available from Truss Plate Institute, 583 V0nofdo Drive. Madison, W1 S3719. MITek Industries, Inr. Westem Division NO. C049919 EXP 9-30-04 OF 7777 Greenbsick Lane usesswisill Suits 109 Cilrus Heights, CA, 9581 flo[ MiTeke T -BRACE AND L -BRACE MIIISAC - 23 8/27/2004 1 PAGE I A lit iT it Nailing Pattern L -Brace size Nail Size Nail Spacing IA or 6 10d (0.14BX3") 8" o.c. 2x4, 6, or 8 16d(O.162X3 1/2") 8" o.c. Note: Nail along entire length of L -Brace or T -Brace (On Two -Plies Nail to Both Plies) Nails MITek Industries, Inc. wastem Division L -Brace or T -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2A 1A 2A 2x6 IX6 2x6 2x8 2x8 ......... ........ . ...... . .... 1 ... . ... .... DIRECT SUBSTITUTION NOT APLICABLE. Nails Seclion Detail Nails Y_ Web Web L -Brace SEP 2 2 2004Note: T -Brace IRACE T -Brace or I -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 (I -Brace) 2x3 or 2A 2x4 2x4 2x6 2x6 2x6 2x8 2x8 2x8 Nails 10d (0.148X3") @ 9" o.c. CF -M __ ---- MWA Web I -Brace Nalls'-_­;aCilon Detail 1. L -Bracing or T -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. 2. L -Brace or T -Brace must be same species grade (or better) as web member. 3. The Stabilizer or Eliminator of MiTek Ind.,-I,nc-can replace the -Y 6;- t - ' ''I bracing members. Please refer to engineelih , ig"'�do UMOM4�..)A provided by MiTek Ind. Inc. 31JILL011"NIC-7 DIVISION ___1 1-N !k f r_"M WARWNG Veryy deAgn pmterx and RUD NOTES ON TMS AND LveLuDED mn7_vjwFm;%n=.PAGV MU -7473 BRIPORM USE. 7777 Greenback Lane wm�ll suke 109 UK Design void foruse only with MITak connectors. This design Is based only upon parameters shown. and Is foron Individual building component. Citrus Heights. CA, 05611 Applicability ofdosign parornenlers; and proper Incorporation otcomponent Is responsibiffly of building designer - not truss designer. Bracing shown Is lor lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the resporulbililly of the -r-cfar. Additional permanent bracing of the overall structure Is the responsIbIlly of the building designer. For general guidance regarding fabrication. quallly control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS11 Building Component M!Tek Safety Informctflan available from Truss Plate Institute, 583 D'Onafflo Drive, Madison, WI 53719. COMPOSITION SHINGLE CLASS B MIN. T --T 12 A-1 L -L 1 T LT_iT T -11 I Ti WEST ELEVATION 12 EYEBROWVENT TYP. OF 4 3'-0" 12 4040,' r LT 72 BPI L=41 r L 4040 SL HORIZONTAL LAP SIDING OVER 3/8- O.S.B. W/ 8d's 0 6/12 IN. 48"SO. LAJ EAST ELEVATION COMPOSITION ROOF OVER 30# FELT INSTALLED PER MANUFACTURERS SPECIFICATIONS OVER 15/32 PLYWOOD wl 8d @ 6- O.C. BDRY. & 12' O.C. FIELD OVER PREFAB. TRUSSES @ 24- O.C. w/ SIMPSON H-1 CLIP EACH END & @ BEARING LOCATIONS SIMP. H-1 CLIP 4x6 MIN. DF #2 HDR. (UNO) GB. TYP. t�'�2X4 @ 16- O.C. 2X4 P.T. SILL W/ 1/2"OxlO"ANCHOR BOLTS W/ 2" SO. X 3/116w WASHERS @ 6'-0- O.C. (UNLESS NOTED OTHERWISE) 4" CONC. SLAB OVER COMPACTED CLEAN GRAVEL FILL SECTION VIEW MATERIALS: TRUSSES : MANUFACTURED & ENGINEERED FRAMING LIMBER : #2 D.F. OR BETTER SILL PLATE : PRESSURE TREATED DOUG OR HEM FIR. MIN. HEADER :4x6 #2 D.F. (UNO) ROOF SHEETING :15/327 PLYWOOD OR O.S.B. ANCHOR BOLTS :1/2"0 x 10"(ASTM A-307) REBAR : GRADE 40 (40,000 psi) MIN. CONCRETE :5 SACK 2,500 psi (MIN.) 24'-0" 211.0w BRACE WALL SCHEDULE 0. pr co 13131 MINIMUM 3/8". APA RATED PLYWOOD (or O.S.B.) WITH 8d (0.113 x 2 3/8-) NAILS AT 6- O.C. fro V AM EDGE NAILED, 12" O.C. FIELD " NAIIED TO 2X DOUGLA FIR FRAMING AT 16 ON CENTER, SPANNING A MINIMUM OF 3 STUD SPACES (L=4'). ALTBP MINIMUM 3/8" APA RATED PLYWOOD (or O.S.B.) C14 WITH 8d (0.113 x 2 3/8") NAILS AT 6" O.C. Kv NORTH ELEVATION 5 1 EDGE NAILED, 12" O.C. FIELD NAILED TO 2X 04 DOUGLAS FIR FRAMING AT 16" ON CENTER, SPANNING A MINIMUM OF 32". TWO 1/2- DIAMETER ANCHOR BOLTS SHALL BE PLACED AT PANEL QUARTER POINTS PER CBC 1806.6. DOUBLE END STUDS SHALL HAVE LANDING AT EXTERIOR HOLDOWNS CAPABLE OF 1800 lbs MINIMUM. -j DOORS SHALL COMPLY WITH CBC SECTIONS 1003.3 & 1003.3.1.7 C P —7� 12 r F-1 F F !1 1 1 ; . I I A It i 1 1 ; - It 18'X8GR. DR. a. BPI L=4' a. 112 2 2X FRIEZE BLOCK W/ VENT EVERY 4TH TRUSS Top P�. BEND VERT. #5's & DBL. TOP PL. 4" REINF. CONCRETE SLAB 24' TIE TO SLAB REINF. 20" _MIN.OVERLAP #4's 0 2eO.C. GRID -��HORIZONTAL LAP SIDING OVER 318" O.S.B. W/ 8d's @ 6/12 #5's 0 16"O.0 VERTICAL L #,Vs '0 16* O.C. 8*x8"xl6" CMU's CONT. HORIZ. SEE RETAINING WALL FOUNDATION DETAILS. BO 8: 311 NO MORTOR AT VERTICAL #5's 0 24* O.C. JOINTS BETWEEN BLOCKS 0 lst COURSE ONLY (TO ALLOW FOR DRAINAGE) #4's HORIZ. AS SHOWN V— llll� #4's 0 240 O.C. 04 GARAGE WALL FOUNDATION N.T.S. ALTBP L=3' 12'-0' 12'-0* 24'-0' FLOOR PLAN & BRACED WALL PLAN 17 WD. X 12" DP. CONT. FOOTING REVISIONS (u 0 co Q co 0 FOUNDATION PLAN ROOF PLAN "T -i 0 .3 24'-0" 211.0w BRACE WALL SCHEDULE 0. pr co 13131 MINIMUM 3/8". APA RATED PLYWOOD (or O.S.B.) WITH 8d (0.113 x 2 3/8-) NAILS AT 6- O.C. fro V AM EDGE NAILED, 12" O.C. FIELD " NAIIED TO 2X DOUGLA FIR FRAMING AT 16 ON CENTER, SPANNING A MINIMUM OF 3 STUD SPACES (L=4'). ALTBP MINIMUM 3/8" APA RATED PLYWOOD (or O.S.B.) C14 WITH 8d (0.113 x 2 3/8") NAILS AT 6" O.C. Kv NORTH ELEVATION 5 1 EDGE NAILED, 12" O.C. FIELD NAILED TO 2X 04 DOUGLAS FIR FRAMING AT 16" ON CENTER, SPANNING A MINIMUM OF 32". TWO 1/2- DIAMETER ANCHOR BOLTS SHALL BE PLACED AT PANEL QUARTER POINTS PER CBC 1806.6. DOUBLE END STUDS SHALL HAVE LANDING AT EXTERIOR HOLDOWNS CAPABLE OF 1800 lbs MINIMUM. -j DOORS SHALL COMPLY WITH CBC SECTIONS 1003.3 & 1003.3.1.7 C P —7� 12 r F-1 F F !1 1 1 ; . I I A It i 1 1 ; - It 18'X8GR. DR. a. BPI L=4' a. 112 2 2X FRIEZE BLOCK W/ VENT EVERY 4TH TRUSS Top P�. BEND VERT. #5's & DBL. TOP PL. 4" REINF. CONCRETE SLAB 24' TIE TO SLAB REINF. 20" _MIN.OVERLAP #4's 0 2eO.C. GRID -��HORIZONTAL LAP SIDING OVER 318" O.S.B. W/ 8d's @ 6/12 #5's 0 16"O.0 VERTICAL L #,Vs '0 16* O.C. 8*x8"xl6" CMU's CONT. HORIZ. SEE RETAINING WALL FOUNDATION DETAILS. BO 8: 311 NO MORTOR AT VERTICAL #5's 0 24* O.C. JOINTS BETWEEN BLOCKS 0 lst COURSE ONLY (TO ALLOW FOR DRAINAGE) #4's HORIZ. AS SHOWN V— llll� #4's 0 240 O.C. 04 GARAGE WALL FOUNDATION N.T.S. ALTBP L=3' 12'-0' 12'-0* 24'-0' FLOOR PLAN & BRACED WALL PLAN 17 WD. X 12" DP. CONT. FOOTING REVISIONS (u 0 co Q co 0 FOUNDATION PLAN ROOF PLAN 8"WxW CMU's Provide glulam certifflicate at time of lield inspector frame inspection to f #4's 0 16" O.C. R PPROVED PLANS AND CONT. HORIZ. Owr, .110 -010 13 P PERMIT SHALL BE 13N SITE, APNw- P#07- 1) 01 FOR ALL INPECTIONS ? &D 80 C 924 L I C 13 C I C M C, C P #5's 0 24" O.C. CmL 2004 CEC, AND 200r, CALIFORNIA ENERGY STANDARDS NO MORTOR AT VER11CAL AS AMENDED By THE 4 DaW 4' t JOINTS BETWEEN BLOCKS #4's HORIZ. JURISDICTION APPLY TO THIS . AS SHOWN 5/12/07 PROJECT 1 st COURSE ONLY scele (TO ALLOW FOR DRAINAGE) 1/4"=V-0" KJS Job Morgan (107-03-22) #4's 0 32* O.C,.,�j Shed ).�,aE WALL FOUNDATION N.T.S. l000 Cq 0 IM 0 In 0 OCOL z z ELECTRICALZ MACHANICAL PLAN W �4 > u C L G;FPI 4* REINF. CONCRETE SLAB BEND VERT. #4's & 0 TIE TO SLAB REINF. 04 0 20" MIN. OVERLAP #4s 0 24"O.C. GRID #4's 0 24"O.C. VERTICAL 8"WxW CMU's Provide glulam certifflicate at time of lield inspector frame inspection to f #4's 0 16" O.C. R PPROVED PLANS AND CONT. HORIZ. Owr, .110 -010 13 P PERMIT SHALL BE 13N SITE, APNw- P#07- 1) 01 FOR ALL INPECTIONS ? &D 80 C 924 L I C 13 C I C M C, C P #5's 0 24" O.C. CmL 2004 CEC, AND 200r, CALIFORNIA ENERGY STANDARDS NO MORTOR AT VER11CAL AS AMENDED By THE 4 DaW 4' t JOINTS BETWEEN BLOCKS #4's HORIZ. JURISDICTION APPLY TO THIS . AS SHOWN 5/12/07 PROJECT 1 st COURSE ONLY scele (TO ALLOW FOR DRAINAGE) 1/4"=V-0" KJS Job Morgan (107-03-22) #4's 0 32* O.C,.,�j Shed ).�,aE WALL FOUNDATION N.T.S. l000 4 UWNER ;OlgelAI' A P N 03)- //o -VIV B P# Q� (5, CLA�T— NDS , -ASO, N coki N U VE AR�6H A TVREIt, E,,'G1NEER'1N.Q • �5, �R Y1 550- EAST'A d. ico,", AUF,` 85,926 .,EUGENE MqF- AR 1: v ocAl N CiVIL T, Jo o Ddte, 17 -WJE CT 7! WE E TRANSMITTING. 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