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HomeMy WebLinkAbout056-400-013' � ' ' 56�40-13- 688 90E ALLEN, Will ' 11-01-0 056-400-013 02-1114 IN&E _056-400-0131 -02-1851 mu'JQ liD�� muu�Pu/mTxu,�"^^�""�TEMP POWER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive •, Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER -ll1 1� PERMIT NO. A routine inspection indicate at the following violations of butte county Ordinances exist at the above address and be corrected. Please notice this office when correction of work is completed. If ave any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. r1 _ Date REV 10/92 Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ©�;) OWNER' PERMIT N0. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shou corrected. Please notice this office when correction of work is completed. If y2AJKr4e any questions pertaining to this matter, or need additional explanation, please con is office immediately. n N Date - — G Inspector �,J 0 0 REV 10/92 2�2 rF NOTES - RESIDENTIAL } 056-400-013 02-1114 I PERMIT NO. _.LOTTI, STEVE - 17 NORTH POINT RD., CHICO NSF W/ GARAGE —�OTlcf COPY — — ` T f Addre I • f 1 GAS Meter By Date ELECTR L- 0 Meter .ByIC Date SPECIAL CONDITIONS ' CHECKED BY 4 _ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. j SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .1 co OFFICE COPY Addres , GAS12—" Dates r ` Meter By ELECTRI a e _� { r Meter By f r r JOB FINALED (Date) r <*- Signature o ./= OK 0 = Not OK - = Not Applicable '-RESIDENTIAL (Single 0- r% =Not Ready ex) -� ' Date Upderfloor (Plans) OK except #'s 2. Fig., in; Soils-Elec. Grnd.-/ /" Fig. Depth _ . Ftg., Gaffe; Soils -Steel -Elect Grnd.-/ /" Fig. Depth 4. g.,yuhes & Decks; Soils -Steel-/ /" Fig. Depth 69 -,Garage; Steel-Blockouts-Wrapped 21. Hold Downs and Special Anchors tcqlf. 8. Slab, Steel -Wrapped Piers -Fire -Ftg.-Steel �Z �Z (J V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (PejPY60K except #'s D jq tP-17. Water Ht .;, V - CC?. -Combustion Air Baffle 18. Water Ppe, L -Anchor -Nail Protection 19. QIWS-Tsgefitlinas & Anch -Nail P ction 2p/Shower Pan; Test, F' Floor -Tub Access 21. Test Tub h Second Floor -Tub Access 0622. Gas Pipe; Sixe & Anchors ling. Joist-Rftr. Ties- Purlin-Ro ra us ting. -Ring. Date /p' Cj-071_ Card B-1 (fa Date Card B-1 Date/d- Date Card B-1 Date Card B-1 ELZICTRICAL (Permit) OK except #'s drm. Windows or Exiting Doors -Sill Ht. & Dimensions Fi re & Transformer Clearance -Ins. Protection 2 EIe3 eceptacles Spacing -Lights & Switches at Doors 25. Sjxe'B-oxes & No. of Conductors Stapled 2 . Rimae stalled Close to Edge of Studs & C.J. 2 . p Ground made up w/Meeh Fasteners -Bond Gas & Water 28. pliance Circuits in Kitchen & Conductor Size GFI Siding -Nailing Veneer ue Tze _// ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circ Cu or AI -Oven Circ. / / ga Cu or Al In ed Ne al ❑ Yes O No -Gjaling Area -Glass Protection-Skylights-Pla is vice -Riser Conductors & Ground Main Disconnect Shear Walls; Nailing -Bolts E : Clearances Panels-Motors-Mech. Equip. Brace Interior/Exterior Wall Panels f/'1- Clo Closet Light -Shower Light -Spa Light Insulation -Walls -Ceilings ` moke Detector Date - Card B- Date Card 8-1 Date 'L Card B- Date Card B-1 Date_,MECHANICAL (Permit) OK except #'s 35. A.C. Duers-Insulation & SUDDort 3&.,*e-nt Fan, Exhaust above insulation 3 ondens rain & Overflow, e & Gr 38. Fur e -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic Date R�C)Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s 4 i roper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls OveLdrders & Floor Nailing 44. Fire St rs, Furred Ceilings -Staff Vs- ders 8 eams-Size & Bead Date ING (Continued) - angers -Post Caps -Anchors -Connector 47. ling. Joist-Rftr. Ties- Purlin-Ro ra us ting. -Ring. Fire I ce Ties or Type e•Fireplace Throat Clearance ftic cress; Size & Romex Protection -Draft Stop -Ins. Baffles �0 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 5� age Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom- Rise- Run -Landing -Fire Protection 55. P_4mrbod on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Siding -Nailing Veneer 57. Stuc esh-Drip Screed -Fd. Vents-Undertlr. Access 5 -Gjaling Area -Glass Protection-Skylights-Pla is 1O1/ Shear Walls; Nailing -Bolts Or 60. Brace Interior/Exterior Wall Panels f/'1- 61. Insulation -Walls -Ceilings ` 62. Infiltration -Walls -Windows Date Card B-1 Date oq' CardB:.141 Date .QaLCard B-1 Date Card B-1 Date NAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings moke Det r t ace Vents -clearance -Comb, Air-Connector- In_araaenA6ove Floor -Ducts -Meeh. Protection 6?-G.F.I. & Bath Fixtures & Tub Access -Spa lec. Trim &.Subpanel, Breaker Sizes & Labels 70rFireplace or Stove, Clearance -Hearth ec. !s at Wood Panel, Int. & Ext. Kit. nxt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure DucGarage-Damper 76-00-ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meeh. Protection 7 b., Elec. ech. Equip. Listed for Location 7_8--E eceptacles in Garage (F.F.I.)-Romex Protection Insulati - -Looked in Attic uard eck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clea,pnettooked under Floor I] Yes olio stld./Drive 0 Yes Q NoMalks Q Yes ❑ No/Planters 0 Yes 0 No Stuc own -Finish 8 A.C. UniWisconnect, Electrical -Plumbing tit ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 . at I"Disconnect, Electrical, Plumbing 8xt ec. Trim, G.F.I. Receptacle -Underground 88 entitation Throuahout House _ 901 -Cor wAienSr(rom Previous Inspections 94 as T rs Tagged, Gas -Electric ater onnected-C/O to Grade -HD Approval t ner a Certificate -Other Certificates 9 . Address Posted Date -()-L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i Comments at Final: ✓ = OK 0 = Not OK =Not Applicable = Not Ready MOBILE HOMES Date MOBILE -HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s • 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVIS 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7, R I No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER C)56-400-011 ZONING All DING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1199 R3 64,746-00 . 11 O ADDRESS O t 50M asset Road, Chico CA 95973 b 516 C 6-708.00 CONTRACTOR'S NAME owner TELEPHONE Q 8 ;910.00 �J �j CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER Fireplace 1500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 558.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 363.00 BUILDINGADDRESS 17 North Point Road Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF a Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �w 2 Mrm12 ha Sf Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOR R LESSLESS Main Service ".A' 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION' 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. 8 ACC. BLAS. SO `3•5QFT. 59.00 NoµaoESLOT' MULTI.OUTLET @7,50 POWGERLE APPARATUS 8 SIN OUTLET CIR. Ex. OCCU . OUTLET OR FIXTURES BALI Q'.SO Ex. Occup. oFlxUT,E�•. R OE 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 125.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling ' Hood 6.50 6.50 Ventilation 9.00 PERMIT FEE $ 65-00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall th provisions. forthwith comply with;1`11 7S _C:) -Z_ X Date Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. -14 A Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONSTTYPE . 37. TOT FEE $ HAZ. a. D. FEES I P O D CDF P C D S This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 116 2 lD p ! L3 ( O tw-) Receipt No. 5 O � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN -INSPECTOR GOLDENROD -APPLICANT Environmental Health Specialist Date 8/96 t E.H. USE ONLY :y Piot Pian Attachod `i Rout Ron A h. Saw to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ala Owner Location AP# Plan Approved for: Sewage Disposal '� Water Supply: Public Private Well X Clearance for tlwahig. Other v2 ,c��✓ �a � 1 Hold final for: OFinal clearance O.K. for:' NOTE: Environmental Health Specialist Date 8/96 .t^`�y,;wFti�"'"reEr;i�6 ^r4+',e"•-y�.' •c,-tl..��"�.r.ia'•rsw.+w.:..-.,t,..�.,;*.«�!'�wcKd'w�scseM.��:i„'�p�S.'+.�;�' V':.`�t,:..{.�;::,rt`,r;3:�a�-sy�,r� �x �''i''�a� �'''� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 s, PERMIT APPLICATION DATA SHEET OWNER: EJ + ( ASSESSOR PARCEL NUMBER G v _qv Q- ©/ -3 Proposed Building Use: eL Counter Technician: Date: It/1. ms required in order to apply for permit. All boxes MUST be checked OR marked NA in order to apply. . Plot plans, 3 or 4 sets, signed by the preparer of the plans. tl�C2Complete plans, 3 or 4 sets, signed by the preparer of the plans. VEngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. -44Engineered truss details and layouts in duplicate. No faxes! LEnergy compliance design and supporting documentation in duplicate. (dk6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Al 7., Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings .............................. :.......................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other aining items needed to issue the permit. (May require additional plan review upon receipt of t a foll wing items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 6 15 : Statement of Intent for Non -heated and A/C Buildings ..................................... . . 16. Sanitation and plot plan approval from the Environmen 1"Health Department in � —42��Z ❑�d . City of Chico Plumbing permit ........................ ................... 1... 1�'YO• California Department of Forestry plan approval paid. Sent by Ul .................. ❑ 1. Planning approval for (A) Use: 0-K (B)Parking: (C) Parcel Check: S - t-��{3`L !Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). . ❑ 22. Pre -Inspection for required ................ " ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. gAN25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... r Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ..................................... 711%10 0 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items a dxequirements for obtaining a building permit. Applicant: ", ate: J 1. Index permit application for the above items numbered: ,, Plan Check Letter 2. Additional items r 2�j Contractor, design w was advised of the above data by phone, ❑ mail, ❑ counter, y Date: _J Contractor, designer; owner, was advised of the above data by ❑ phone, ❑ mail, -0 counter, b Date: Plans reviewed by: Date: Plans approved by: 0% Date: Structural reviewed by: %�li. Date: ��/ o Z Structural approved by: l Date: Note transfer by: Date: f Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER � _c^� � � / PRQR0SED BUILDING USE BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due .................. $ Additional Fees Due .................. $ /1'evised Plan Checking Fee .............$ SCHOOL DISTRICT FEES (�J (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $� y - Units Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential . . . . . . . . . .I. . . . . . . . .-X—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) A.P. # 05(0— quo -©i.? DATE S ` T 02' ' RECE # DATE REC. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) L7. SRA FIRE INSPECTION AND PLAN CHECKq $89.00 (paid at Building Division) / �� 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATI ON FORM (One form per Building) Lb 1 ULLI I— W Building Departmefi(o. A.P. Number, 4 b .+ c . Property Owner ' Property Location/Address Subdivision City County Lot No. } t Residential DevelopmentSq. Footage 9 No of Living Mobile Home Addition/ *Supplemental to(Group R) Units Installation Conversion Permit # � .r - yds.-�L.r s'-.` w,:�-'t�.4. +�rr'.. - .. r.`i�.•Tr--_ y+!a�-:'!i ..? � d.�yT��No�foundation �_ ts•` s5� � 1�,'.'i%""' .�' _. ��:�,':fi.:d'C.✓..e.Y?� ��_ii-s.,�:.t,r,;� Commercial/Industrial r Sq. Footage ' New Addition (Including Exterior (l Roof Areas) Atn 3 DZ Building 1?6kartment/kebiesentativ4 Date Plans reviewed by School District .District Identification No. O School District certifies that�i v Q (Applicant) (Street (City) has complied with the requirements of Resolution No. representing 9 square feet. School District Representative Paid by Check # / Remarks: N5 -Ke (Phone Number) (State)) (Zip Code) / O by payment of $ AB 2926 $ FULL MITIGATION $ "7W 7 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely.written protest will prohibit, you from challenging,the imposition of the'fees in any court action. `i If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEnA), r' this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeformAs (10/98)dmm 1 4 LOERKE INSULATivM CO., INC. ' INSULATION CERTIFICATE j r� %10.2Oi • Number an - y Su6d'nn�� of �urnber DESCRIPTION OF INSTALLATION 1. ROOF Material __ Brand Name Thickness (inches) Thermal Resistance (R Value) 2. CEILING Batt or Blanket Type Ejxm9ta4s Batts Brand Name Johns Manville Thickness (inches) 13 ---- Themtal Resistance (R -Value) 3 Loose FHI Type Fiberglass -- -- Brand Name Johns Manville - _ Conbactods min. unstadled weighVft sq. tb. Mirdmwn Thickness fiches.. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material El Amlass Batts T'hidcness (inches) � • Sr 4. RAISED FLOOR 5. SLAB FLOOR 1 PERIMETER Material _ Thk mess Perimeter Insulation Depth (Inches) 6. FOUNDATION WALE. Material Thickness Qnches)—._ DECLARATION Brand Nance Johns Manville Thermal Resistance (R Vatuek R 1 R BrandName Johns Manville __---- Thermal Resistance (R: Value) Brand Name Thermal Resistance (R -Value) Brand Name -._-.-- Thermal Resistance (R Value�— I hereebey certiry that tth9eY bovveeiinssculabon was instaffled in the bundircgthe above location In conformance Regule�onsj ams EEndua;rtep�orr the ����o>��m wn��Part 6, California Code of C.L#499150 LOERKE INSULATION CO., INC. Item ft Signature, ng Subcontractor (aName) Or General Corrbraclar (Co. Name) Or Owner nature, C Or Genral eontr o. ane) Orrewner -Ttern g ateIn ubcon or ame r Cetceiral ontracbor (Co. ame) Or Owner OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO 0 2. I HAVE)Z HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: 2iiiA, SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. - OVER OWNER BUILDER INFOR1tiIATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permi r tfo is and to have a business Contractors are required by law to be licensed an ori' e license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 198.30 of the California Health and Safety Code - OVER GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE -E-, CHICO CA 95926 (916) 894-5719 PROJECT: La tf--� c S,�l c 4 C - .y- r I have reviewed the truss submittal for the above project iand all loading design criteria have been met. GregoryA. Peitz Architect . To LARRY-PA!NTER k m: CHICO ENV. HEALTH i ❑ APPROVED EHS -- 2.6 NJ CONDITIONALLY APPROVED,-< / 0 v PERMIT CLEARANCE Permit ti: Genera/Information LOT -r I) < Name: �ergAddress: _ Building Site Address: LIAR - 7 2M RESOLVE PROBLEMS PRIOR TO APPROVAL Date: /VcT AP#: L� Parcel Acreage: CG i 2 A e. Prose Ainformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home j�WFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units pe"r parcel Wbc - ❑ Well ❑ Other Zone District: L Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement TR No ❑ Yes, check use . Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan ❑ No Yes ❑ Chico ❑ D2N a Cohasset Enterprise Zone No ❑ Yes, check use Floodplain ® No ❑ Yes Zone: % Panel Number: • Watershed Protection Zone No E] Yes -• Pr000sed Use Complies With: ❑ General Plan ❑ Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: - ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ .Yes Applicable Setbacks: ❑ Other ❑ Other Zoning Code Street & Highway27-Fire Prevention !vision Map Front Side v �O Side street Rear Height r r ti I VN Environmental Health Issues: Septic Permit Review: Agriculture Affldavlt Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage. R'Ian (Com/Ind/Multi) ❑ No ❑ Yes _s •3, Parcel Created by.: Deeds Date of Creation: —� 8 " 2 Legal Access Provided: ❑ No Yes Deed Reference: Legal Access Required: ❑ No ❑ yes Parcel Frontage on Publicly* Maintained Road: ❑ No ©—Yes, Road Name: Coyrasf g r Complies with County Standards for Deed Creation: ❑ No N -Yes Comments: ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: F-1Verify Legal Parcel ❑ Verify Legal Access � , ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. SNo� LoAfl - 1Scr-D -'o `2&,ero GDHia ,ssG i sq - Cl f) C f-�L,TZ--O --- Sem ATTgZ C -+As i� r Development policies for the Cohasset Area Building Constraints tf, Development shall be encouraged in areas where slope is.- 15% or less. 1. SETBACKS: All buildings shall not be located closer than thirty (30) feet from the parcel line. 2. SPACING: All buildings located on a single parcel shall not be closer than sixty (60) feet to another building. (The responsible fire agency may accept a low fire hazard landscaping as an alternative to the requirement of sixty (60) foot spacing between buildings. In no event will the spacing between buildings be less than thirty (30)feet.) All dead brush, construction debris created by building or road construction shall be removed or disposed of prior to the final inspection and approval by the Building Division. 3. ROOFING MATERIALS: Used in "high fire hazard" areas must meet Uniform Building Code Standard 32.7 Class B. Used in "extreme fire hazard" areas must meet Uniform Building Code Standard 32.7 Class A. Building roofing materials should be fire resistant. Untreated shake or wood shingles shall not be allowed. . Tile roofs shall be fire stopped with concrete or equivalent resistive material to prevent entry of flame or embers. Spaces between rafters, the wall plate line and the underside of the roof sheeting shall be filled with solid blocking. , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 Project Address........ Cohasset Road ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* 399.East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.... ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards Bu13dsg Peer�� P a C ec lP Date Field Check/ Da e by Enercomp, Inc. MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Lotti Component Type Wall Door Roof SlabEdge SlabEdge. GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1199 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Slab On Grade 16.1 % of floor area 0.44 Btu/hr-sf-F 0.44 9.1 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wood R-13 R-0 R-13 0.088 Typical, Garage n/a R-0 R-n/a' R-0 0.330 Entry, Garage Wood R-11 R-27 R-38 0.025 Typical n/a R-0 R-n/a F2=0.760 to Outside n/a R-0 R-n/a F2=0.510 to Garage (N) 15.0 FENESTRATION 0.350 Window Over - Interior Exterior hang/ Area U_ Fins orientation Standard (sf) Factor SHGC Window Front (N) 15.0 0.390 0.350 Window Front (N) 15.0 0.390 0.350 Window Front (N) 15.0 0.390 0.350 Window Front (N) 17.5 0.390 0.350 Window Left (E) 8.0 0.390 0.350 Window Left (E) 4.5 0.390 0.350 Window Left (E) 8.0 0.390 0.350 Window Back (S) 17.5 0.390 0.350 Door Back (S) 40.0 0.550 0.650 Window Back (S) 24.0 0.390 0.350 Door Back (S) 20.0 0.550 0.650 Window Right (W) 8.0 0.390 0.350 Over - Interior Exterior hang/ Shading Shading Fins Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard None Standard Standard None Standard Standard None Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard None `aR d '� ,►��� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Lotti Equipment Type Furnace ACSplit , SLAB SURFACES Area Slab Type (sf) Standard Slab 1199 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard REMARKS 1 0.58 50 R- n/a Typical fenestration shall be vinyl -framed with dual -pane, low -e glass by Insulate, Milgard or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers. French doors were assigned the CEC default U -factor and default SHGC-value. Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.800 AFUE n/a Attic R-4.2 No No Setback 10.00 SEER' No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard REMARKS 1 0.58 50 R- n/a Typical fenestration shall be vinyl -framed with dual -pane, low -e glass by Insulate, Milgard or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers. French doors were assigned the CEC default U -factor and default SHGC-value. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title........... Lotti Residence Date..04/17/02 15:03:10 MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Lotti COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... 530-894-5719 License. e -L I Z g Signed.. �( date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. 4/17/2- a e MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 Project Address........ Cohasset Road ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards Plan Check Da e Fie Check/ Date' by Enercomp, Inc. MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Lotti Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. CONTRACTOR 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A N/A N/A er ment *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -Value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). R-13 *150(d): Minimum R-13 raised floor insulation in framed floors. N/A 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. FIBERGLASS BATTS 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. CONTRACTOR 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A N/A N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Lotti SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ATTACHED 150(i): Setback thermostat on all applicable heating and/or cooling systems. BY CONTRACTOR 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. BY CONTRACTOR *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space.have either automatic or readily accessible, manually operated dampers. BY CONTRACTOR 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch.. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Lotti household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). BY CONTRACTOR LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by'a switch on a readily accessible lighting control panel at an entrance to the kitchen. BY CONTRACTOR 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. BY CONTRACTOR N COMPUTER METHOD SUMMARY Page 1 C-2R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 Project Address........ Cohasset Road. ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* I But ing Permi 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. .....'11 Plan C ec Da e Field Check/ Da e Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 x6.01' File-LOTTI Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Lotti Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 18.85 19.62 -0.77 Space Cooling.......... 11.06 11.01 0.05 Water Heating.......... 18.50 16.53 1.97 Total 48.41 47.16 1.25 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1199 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade 1 10859 cf 1199 sf 16.1 % of floor area 0.44 Btu/hr-sf-F 0.44 9.1 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1199 10859 1.00 Yes Setback 2.0 Standard No .. J COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 Surface HOUSE 1 Wall 2 Door 3 Wall 4 Door 5 Wall 6 Wall 7 Wall 8 Wall 9 Roof MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Lotti PERIMETER LOSSES Form 3 Location/ Reference Comments W.13.2X4.16 None W.13.2X4.16 None W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 R.38.2X4.24 Typical Entry Garage Garage Garage Typical OPAQUE SURFACES Area U- Insul Act Solar (sf) factor R-val Azm Tilt Gains .224 0.088 13 0 90 Yes 20 0.330 0 0 90 Yes 59 0.088 13 0 90 No 18 0.330 0 0 90 No 255 0.088 13 90 90 Yes 283 0.088 13 180 90 Yes 179 0.088 13 270 90 Yes 88 0.088 13 270 90 No 1199 0.025 38 n/a 0 Yes PERIMETER LOSSES Form 3 Location/ Reference Comments W.13.2X4.16 None W.13.2X4.16 None W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 R.38.2X4.24 Typical Entry Garage Garage Garage Typical Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 10 S1abEdge 129 0.760 R-0 No to Outside it S1abEdge 21 0.510 R-0 No to Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 17.5 0.390 0.350 0 90 Standard/0.76 Standard/0.68 5 Window Left (E) 8.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 6 Window Left (E) 4.5 0.390 0.350 90 90 Standard/0.76 Standard/0.68 7 Window Left (E) 8.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 8 Window Back (S) 17.5 0.390 0.350 180 90 Standard/0.76 Standard/0.68 9 Door Back (S) 40.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 10 Window Back (S) 24.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 11 Door Back (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 12 Window Right (W) 8.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 15.0 3.0 5.0 8.0 0.8 4.0 8.0 n/a n/a n/a n/a n/a n/a 2 Window 15.0 n/a 5.0 8.0 0.8 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 n/a 5.0 8.0 0.8 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 17.5 n/a 3.5 8.0 0.8 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page,3 C -2R Project Title.......... Lotti Residence Date..04/17/02 15:03:10 MICROPAS6 v6.01 File-LOTTI Wth-CTZ11S92 •Program -FORM C -2R User#-MP0995 User- Run -Lotti OVERHANGS AND SIDE FINS REMARKS Typical fenestration shall be vinyl -framed with dual -pane, low -e glass by Insulate, Milgard or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers. French doors were assigned the CEC default U -factor and default SHGC-value. Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 8 Window 17.5 5.0 3.5 8.0 0.8 8.0 4.0 n/a n/a n/a n/a n/a n/a 9.Door 40.0 n/a 6.7 8.0 0.8 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 24.0 n/a 4.0 8.0 0.8 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 20.0 3.0 6.7 8.0 0.8 6.5 8.0 n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1199 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System. Factor (gal) R -value 1 Storage Gas Standard 1 0.58 50 R- n/a REMARKS Typical fenestration shall be vinyl -framed with dual -pane, low -e glass by Insulate, Milgard or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers. French doors were assigned the CEC default U -factor and default SHGC-value. HVAC SIZING Page 1 HVAC Project Title.......... Lotti Residence Date..04/17/02 15:03:10 Project Address........ Cohasset Road ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit -7 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS6 v6.01 for Plan C ec Da e Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File=LOTTI Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Lotti GENERAL INFORMATION FloorArea ................. Volume.. .. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange..... ........ Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1199 sf 10859 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Minimum Total Load 23249 16070 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) '(Btuh) Opaque Conduction and Solar...... 10627 3569 Glazing Conduction ............... 3641 2032 Glazing Solar .................... n/a 2217 Infiltration ..................... 6867 2256 Internal Gain .................... n/a 2100 Ducts....... ................... 2114 1217 Sensible Load .................... 23249 13392 Latent Load ...................... n/a 2678 Minimum Total Load 23249 16070 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculations For: �01'�r t-�C9VSF AR It a°aY 4. A lc�h �r No. C 21N3 02-11/4 60TT� ��NTL' BUILDING DEPkRTiNEW APPROVED 7�L/o2 p. A( d3W�b/NG i�G�7' ��Y LOAD SUMMARY Wind Analysis Normal force method, exposure•13, 75 mph wind speed P=Ce CgQsl WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0 117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0 13 6 ksf @ 25 ft. P = .76 * L3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P .67 * 1.0 * 14.5 * 1.0 =.010 ksf. @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 ='.OI 1 ksf. cr 25 ft. P=.76* 1.0* 14.5* 1.0=.011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P =.62 * 1.1 * 14.5 * 1.0 =.010 ksf@ 15 ft. P = .67 * 1. 1 * 14.5 * 1.0 = .01 I kst @ 20 ft. P=.72*1.1*14.5*1.0=.012 ksf@ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding F IsF W W W W W W H N Vf 000 O O C •-aa aaa AAA nnn C.Q Q Kel U ice. ���-�;•-� �.� a�.22-141 50. SHEETS 22-142 100 SHEETS 6 22-144 200 SHEETS r3 71 kT) .� IQ Q0 N. �l )1 ►r �� S J a 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS �n 0(7 '1 it Z v 1 �t 1 �n '1 it Z Q � � r • r r s p f w 22-141 50 SHEETS AMPAD 22-142 100 SHEETS' 22-144 200 SHEETS Ah 2t ri IN. 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS \,4 i oayLL DZ ��titL Atct,nlitt,l d� Nm•�� 0 Q IT GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 0 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory.A. Peitz Architect . _ Sob — E T1 MOD.QUEEN S 8 11 2-11-4 8-2-10 13-0-0 18-9-6 1 24-0-12 27-0-0 2-11-4 5-3-6 5-3-6 5-3-6 5-3-6 2-114 Scale - 1 4x5 = 4 4 II 13 12 11 10 9 8 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 30 = 5-0-15 , 13-6-0 , 21-5-1 27-0-0 I 5-6-15 7-11-1 7-11-1 5-6-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 37.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.07 9-11 >999 M1120 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.16 9-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.06 8 n/a BCDL 10.0 Code -UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-2-7 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling direotty applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 13=1629/0-3-8,8=1629/0-3,-8 Max Horz 13=127(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=118, 2-3=1936, 3-4=1648, 4-5=1648, 5-6=-1936, 6-7=-118, 1-13=129, 7-8=129 BOT CHORD 12-13=1410,11-12=1676,10-11=1676,9-10--1676,8-9=1410 0 C T U8 2002 WEBS 2-12=318, 3-12=113, 3-11=-454, 4-11=833, 5-11=-454, 5-9=113, 6-9=318, 2-13=1975, 6-8=1975 NOTES ::i • • .:.. __ 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind bads generated by 70 mph winds at 25 ft above ground level, using Or'` 14.0 psf top chord dead load and 10.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an o°> occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not t?' exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 - T Q 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. per S , Table No. 16-B, UBC -97. H connectors rtl:com to n , , !u n w I d to I s 13 rl 8 ^ --� ��e■ � a ��oo �¢1'" vi?v�sYBIRE �s� Xj h'1 idi'ti'd 4fiWA NSii'�P -1 na.�1 fu n valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual \• v *000AW )b�nderdnd loaded vertically. Applicability of design parameters and proper Incorporaticn 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 responsibility 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek4ndustries, Inc. ­1 , . Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3Nc,,- 2. Cut members to bear tightly against each 0 0 C other. 3. Place plates on each face of truss at each O O joint and embed fully. Avoid knots and wane OU at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices ce C7ZX plates 1/8' from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral'bracing at 10 ft. spacing, or less, if no ceiling is,installed, unless Indicates location of required q SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load;transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. ti^ Indicates location of joints at 14. Do not cut or alter truss mernbers or plate without which bearings (supports) occur. MITek IndUsi t s, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO ASR ® PANEL 01993 Mitek Holdings, Inc. CLIP GANG-NAILQD 1 Job I Truss Truss Type Qty Ply i �OTTI iT2 SCISSORS 8 1 (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Oct 07 15:02:13 2002 Page 1 7-4-4 13-6-0 19-7-12 25-9-9 j7 -0-Q 1-2-7 6-1-12 6-1-12 6-1-12 6-1-12 1-2-7 Scale: 1v4"-1 06 = 4 6.00 12 3x4 30 3 - 5 3x6 i 3x6 1.5x4 II 1.5x4 11 2 10 _. 6 7 1 8x8 = , A t 3x4 % 3.00 12 3x4 z3.00[12 12 _ 8 30 3x4 zz 4-3-5 , 13-6-0 , 22-43-11 , 27-0-0 , 4-3-5 ' 9-2-11 9-2-11 I 4-3-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 37.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.15 10 >999 M1120 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.32 10-11 >990 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.21 8 n/a BCDL 10.0 Code 1UBC97/ANSI95 (Matra) 1st LC LL Min Udefl = 360 Weight 133 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-5-10 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 12=1629/0-3-8,8=1629/0-3-8 Max Horz 12=128(load case 4) - FORCES (lb) - First Load Case Only TOP CHORD 1-2=108, 2-3=2516, 3-4=2717, 4-5=2717, 5-0=2516, 6-7=108, 1-12=226, 7-8=226 BOT CHORD 11-12=938, 10-11=2707, 9-10=2707, 8-9=938 tt OCT U8 2002 WEBS 4-10=1681,2-11=1280,3-11=-806, 3-10=-313, 5-10=313,5-9=-806,6-9--1280,2-12=2227, 6.8=2227 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 70 mph winds at 25 ft above ground level, using" C?P)C', 1{ c 14.0 psf top chord dead load and 10.0 psf bottom chord dead load, 100 mi from hurricane oceantine, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per, UBC97/ANS1951f end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,» y 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads f 4)��b MVn.of 20% has been fled for the green lumber members. ) A= s� i nclbri'r£'f �i>�rifl�1 (rj �1dT6�rds r dllis�Fifi�i�-� S`> (le ral�f#oWt aV bZ ldingAN )es!gnd8si9W&h9UI6WWV,6WWV VIi 0i 9 6AA10411910y upon parameters shown, and is for an individual r • ,. . n Qw fin grJEpryc6desalled and loaded vertically. Applicability of design parameters and proper incorporation of :omponent is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual veb-members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ldditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 19 Bracina Soeeifieation. and HIB -91 Handlina Installation and Rraeinn Reenmmondatinn avasahla f- Twee Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties.• c2 C3 J5 2• Cut members to bear tightly against each 0 0 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O" U at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C70 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade ' x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling, is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.eer. MiTek Industries; Inc. prior approval of a professional engin _ 15. Care should be exercised in haridling, erection ® and installation of trusses. p TM HYDRO A/R o PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Job Truss Truss Type Qty Ply L'OTTI T2 r I SCISSORS 8 1 (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. wOTES 6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 12 and 8. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard a OCT U8 2002 ies, Inc. N Lim. WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual \ wilding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of � � civ 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 responsibility of the erector. Additionalpermanentbracingoftheoverallstructureistheresponsibilityofthebuildingdesigner.Forgeneralguidancead! regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Dndfrlo Drive, Madison, wl 53719 MiTek Industr ies, Inc. N Lim. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. r/8 1/8± a C3J5 2. Cut members to bear tightly against each 0 01 3 30 3. other. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O. �y ° U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ce C, 0 plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web.. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINTpreservative FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. w dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on desigii.- LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceilindistinstalled, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. M BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. " prior approval of a professional engineer. ® • 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL t �jlt= Truss Truss Type Oty Ply in (loc) i LOTTI T3 SCISSORS 5 1 (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 1-2-7 74-4 13-6-0 19-7-12, 25-9-9 27-0-Q 1-2-7 6-1-12 6-1-12 6-1-12 6-1-12 1-2-7 Scale: • .0.4v1 JRI514VV rvcvvuMIIan nruuauraa, .... •.•v, .. _V_ 4X6 = 4 12 1X4 11 a 3x4 � 3x4 i 4-3-5 13-6-0 22-8-11 27-M 4-3-5 9-2-11 9-2-11 4-3-5 Plate Offsets (X.Y): (12:0-0-8,0-2-21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 37.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.15 10 >999 MII20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.3210-11 >990 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.21 8 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1 st LC LL Min Vdefl = 360 Weight 163 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-5-10 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except WEBS 2 X 4 DF Std -G 1 Row at midpt 10-12-- 0-12'-OTHERS OTHERS2 X 4 DF Std -G *Except* FA1 2 X 4 DF No.2-6 - REACTIONS (Ib/size) 12=1629/0-3-8,8=1629/0-3-8 Max Horz 12=128(load case 4) OCT 08 20u2nq FORCES (lb) - First Load Case Only TOP CHORD 1-2=108, 23=2516, 34=2717, 4-5=2717, 5$=2516, 6-7=108, 1-12=226, 7-8=226 BOT CHORD 11-12=938, 10-11=2707, 9-10--2707,8-9=938 WEBS 4-10=1681, 2-11=1280, 3-11=-806, 3-10=313, 5-10=313, 5-9-806, 6-9=1280, 2-12=-2227, 6$=2227 nG(i)6SInn.. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 70 mph winds at 25 It above ground level, us 14.0 psf top chord dead load and 10.0 psf bottom chord dead load, 100 mi from hurricane oceanlin�e"� 8n " r. 1C97/ANS195 If end verticals or carltilevers exist, they are exposed to wind. If porches exist, they are '1 wi�1(d:rfTt416flib�fctDO�fiH reBS'e�i i �3�i11id th�dla /�Fip�iil&dasi3fif?f.%3�/DE BEFORE U esign valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual in co_ mpgttflrj'; jQ,�Jv galled and loaded vertically. Applicability of design parameters and proper incorporation of co PRO n i i 1 y building designer — not truss designer. Bracing shown is for lateral support of individual `, orij _web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance r,. regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc.- 12 nc. - Symbols Numbering System A General Safety Notes PLATE LO CA1TION!Ar,1D1OR I ENITA1,10N j Failure to Follow Could! Cause Property ii Cent.erpl'at.e!onij,oi,ntunl'e ss; Damage or, Personal Injury dimensions; hiclibate, otherwise . Dimensions; are in inches.. Appl.y,, 11.. Proviclie, copies of this; truss design to, the plates : to., both,. sides: of truss; and; J2 i3'I J4 i building designer, erection supervisor , propert�y/ securely seat. i TOPICHORDS; owner and; aill other interested! partiie& V" 8z "W" CZ C1 J51 '5' 2' C ult memm begs : to � bear, tightly, against, each other,. T F-1, T 0) 3... Place plates; on each face. of truss at each 1 U) 0) fbilint, and embed; fully. Avoid; knots; and] wan.e. U) at joi ht locations.. For 4 x: 2 orientation, IbcateCD CL C81 C7,C-6 4.. Unless; otherwise noted, lbcafibn chord! splices plates; 178:" from; outside: edge of at 1/4 paneli 1ength (,±6,"fro from adfacent jbintf.)) truss ands verli"cal! webe. BOTTOM) CHORDS; I ST J& J7 J& 5.. Unless. otherwise noted!, moisture content- of ldmm ber shaill not exceed! 119%, at times of `This: symbol' indicates the., fabri'catibm. required direction of, slb i con nect.or- pldfes:.. 6. UhilLass: expressly noted: this;. allesioni is; not - applicable for, use with fire retard'ant-or JOINTS AND CHORDS ARE NUMBERED, CLOCKWISE preservative treated; lumber.. AROUND, THE: TRUSS STARTING WITH, THE LOWEST JOINT FARTHEST TO, THE LEFL.. 1 7.. Camber is; al non -sf.r uicturall consideratibn and •Fo r tabular p ratfin g 1 to rmat.. ref ia r to, the is; the responsibility of truss; fabricator!.. General! MlTbk/Gang,�Naill: JoInf/Pl6fe! Placement Chart, WEBS ARE NUMBERED, FROM, LEFT TO RIGHT.. practice, is;to, camber for dead! lbadi deflection. 8... Plate, type;, siteand; Ibcatibn dimensions shown PLATE: SIZE CONNECTOR'PLATE: CODE: APPROVALS indicate, m minium, plating; requirements-.. 91., Lumber shall[ be of the, speciesand; siteand in The., first dimension is;the width, 4x4 to slbfs!.. Second all respects;. equall to, or be fter than the� grade perpendituldr, BOCA 86r93,,,85-75,, 91-29, specified'.. di'mensibn is; the! liengfft parallbI to)slbts;. H.UDIFHA T C13 117108, T& Tbpchords;musf-be sheathed!or pudihs;providbdi at, spacing shown on design,.. LATERAL' BRACING111L K;bu) 1159'11,.1!329,.4922 Bottom ichords ;require .,I.'ateraI bracing at 110) ft., spocing. or 1ess:, if no. ceiling h ihstallbd!. unless: l'hdi*cofe& location of"reqpitedl SBCCII 87206,,96217,91190) i otherwise notedL continuous lateral! bracing. WlSC/DILHR1 870040' -Nil 93001113,-N',. 9,1100801 -Ni i 12. Anchorage; andfor [bad! troln,isfeming connections to, trusses are the r4spdhsibilif . Vi of: others; unless shown.. BEARING 113.. Donot-overlbadiroof orflbor trusses; wifft stacks; oficonstructibnim,,at.eri.als.. , I'nditat'.es;Ibcatibn)of:jbi,nfs�at n: T114., Do,not cut; or, alferfrus&mx ertl6'embr, pldf.ewffhoufj which beanihg5; ($uppor%) occur,MiTek Ind ustries, Inc. prior approval) of a,'professibniall engineer,. 15. Care should; be exercised! in handling„ erection n stall'atibn of trulsses and! installation Tee, HYDRO=A, .8) PANEL . CLIA CL @1993 Mifek Ffolcffn ©1!993 gs, Inc_ .bb Truss Truss Type City Ply LOTTI T3 SCISSORS 5 1 (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 4.201 SR1 s Nov 16 2000 MTek Industries, Inc. Mon Oct 07 14:59:45 2002 Page 2 MOTES 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joints) 12, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift atjt(s) 12 and 8. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard - 0 C T U8 2002 �QRGFt,Slp�9 D �4Rim CIV OFC 4 r S UL f 0 C T U8 2002 �QRGFt,Slp�9 D �4Rim CIV OFC 4 S UL WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE D sign valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual b (ding component to be installed and loaded vertically. Applicability of design parameters 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 responsibility 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 r MITek Industries, Inc. 0 C T U8 2002 �QRGFt,Slp�9 D �4Rim CIV OFC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 4 1/8. Vs" 1/8+ C2 2• Cut members to bear tightly against each w.ZXbJ5 0 a other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane pat joint locations. For4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C9 C70 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to•or'better than the grade 4 x 4 perpendicular to slots. SecondBOCA 86-93, 85-75, 91-28 specified. ... dimension is the length parallel to slots. HUD/FHA TCB 17.08 I 10. Top chords must be sheathed or purlins provided at spacing shown on design.- esign.YLATERAL LATERALBRACING11. ICBO 1591, 1329, 4922 Bottom chords require'iateratt bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less,'if no ceiling;is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load.transfemng connections to trusses are the res_ ponSibilify of others unless shown. <F M 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of joints at 14. Do not cut or atter truss mem� or plate without which bearings (supports) occur. MiTek Industries; Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL 1J.1b _ Truss Truss Type Qty Ply 1 _ i LOTTI . T4 SCISSORS 4 1 (optional) Madera Construction, Loomis, CA 95650, Jerry, Merry 4.201 SR1 s Nov 16 2000 MTek Industries, Inc. Mon Oct 07 15:03:12 2002 Page 1 IJ -7 7-4-4 1 13-6-0 18-5-8 27-0-0 1-2-7 6-1-12 6-1-12 4-11-8 8-0-8 Scale =1:73. 1 I 34 11.50 11 1? 8.00 12 3x4 3 4xS = 4 9 3X4 3x4 3.00 12 REACTIONS (Ib/size) 9=1108/0-3-8, 10=1093/0-3-8 - 4-3-5 , 13-6-0 18-5-8 27-0-0 , WEBS 4-7=306,2-8=696,3-8=315,3-7=-657, 5-7=906,2-9=1644 4-3-5 i NOTES 9-2-11 4-11-8 8-0-8 generated mph winds at above ground LOADING (psf) SPACING 2-0-0 occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with expo! 719- 7 CSI UBC97/ANSI951f end verticals or cantilevers exist, they are exposed to wind. If porches exist, they a`re not DEFL in (loc) I/defl PLATES GRIP 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live TCLL 37.0 Plates Increase 1.25 at joints) considers parallel gram angle grain f p�pgliprs,. api upon shown, and is for an Individual D sigw&q TC - 0.58 $ 0A��Y parameters b Ile an"d'S'o`a"d^ec�vertically. Vert(LL) -0.14 7-8 >999 M1120 220/195 c is response i ity o'f building designer — not truss designer. Bracing shown is for lateral support of individual TCDL 14.0 Lumber Increase 1.25 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance BC 0.53 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 ouality Standard, DSB-� Vert(TL) -0.30 7-8 >734 Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 10 n/a BCDL 10.0 Code -t1BC97/ANSI95 (Matrix) 1st LC LL Min Vdefl = 360 Weight 104 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-5-14 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G r OTHERS 2 X 4 DF Std -G - REACTIONS (Ib/size) 9=1108/0-3-8, 10=1093/0-3-8 - Max Horz9=288(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=145,2-3=1609,3-4--1122,4-5--1069,1-9=263,6-10=1093,5-6=1087 08 OCT �p�� BOT CHORD 8-9=683,7-8=1570,6-7=99 WEBS 4-7=306,2-8=696,3-8=315,3-7=-657, 5-7=906,2-9=1644 n+•4 _ i NOTES ���y(�OFSiiQj1 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads by 70 25 ft level,i`usiij r generated mph winds at above ground 14.0 psf top chord dead load and 10.0 psf bottom chord dead load, 100 mi from hurricane ocea p% occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with expo! 719- 7 UBC97/ANSI951f end verticals or cantilevers exist, they are exposed to wind. If porches exist, they a`re not exposed to wind. The lumber DOL increase.is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live a NO. _ ) "1010/I1Ik I MOPO.99Al2jR"SlIPT%RT91TI"ERSE SID BEFORE U.gE. Bearing 9, 10, to value using ANSUTPI 1-1995 to formula. Bulkting `r�,9/ Cll� at joints) considers parallel gram angle grain f p�pgliprs,. api upon shown, and is for an Individual D sigw&q F� r } CAOA $ 0A��Y parameters b Ile an"d'S'o`a"d^ec�vertically. hmR 9t Applicability of design parameters and proper incorporation of Vpoonnen't c is response i ity o'f 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 responsibility 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 OST -88 ouality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested .parties. 1/8 1/8+ C2 2. Cut members to bear tightly against each 0 other. o'�. 3ZXbJ5 3. Place plates on each face of truss at each U Ojoint andembed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices G3 C7O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. { im BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter thus members or plate without which bearings (supports) occur. MTek IndusMes, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NALL : j0b Truss Truss Type Qty Ply 1 LOTTI T4 SCISSORS 4 1 t (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 4.201 SRI s Nov 16 2000 MTek Industries, I 4 l NOTES 6) One HCDP Hughes connectors recommended to connect truss to bearing walls. due to uplift at jt(s) 9 and 10. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 15: 0 C T U8 2002 au i t I Q .r WARN /NC - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE D sign valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual yr Iding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual 15: 0 C T U8 2002 au i t I Q WARN /NC - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE D sign valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual b Iding component to be installed and loaded vertically. Applicability of design parameters 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 responsibility 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 OST -88 Quality Standard, DSB- 89 Bracing Speclllcatllon, and HIB -91 Handling Installation and Bracing Recommendation available from Truss_ - Plate Institute, 583 D'Onofrio Drive, Madison, col 53719 - MiTek Industries, Inc. 15: 0 C T U8 2002 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. '/8 1/8" `�J5 0 2. Cut members to bear tightly against each ZC3 0 LCU other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Uat joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices D plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 1if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. " BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. . Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indust T s, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. ® nM HYDRO 'rR ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL ;Job Truss Truss Type Qty Ply LOTTI T5 FINK 4 1 r (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Oct 07 14:57:40 2002 Page 1 3-5-5 9-2-12 15-0-3 18-5-8 r � t 3-5-5 5-9-7 5-9-7 3-5-5 Scale: 3/e*1 11 4,5 = 3 3x4 = 3x4 = 3x4 = 3x4 = 3x5 = 1 WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 10=1108/0-3-8,6=1108/0-3-8 Max Horz 10=110(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=27,2-3=1210,3-4=1210,4-5=120. 1-10=149,5-6=149 BOT CHORD 9-10=989, 8-9=869, 7-8=989, 6-7=989 WEBS 2-9=32, 3-9=193, 3-8=193,4-8=32,2-10=1303,4-6=1303 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 70 mph winds at 25 ft above ground leve ,his 14.0 psf top chord dead load and 10.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-9 UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to vilind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with. any other live loads Table'No.4", UBC -97. Bean at'oint(s) 6 considers parallel to grain value using ANSVTPI 1-1995 angle to rain formula. Building clftg lbUid46rTWrci ;MC tfirdf'i WhgieUMC�40 NOTE'S ON THIS ANDRE. VERSE SIDE BEFORE USE td1CQQ1i1R*W00o8ftlQaQ0i2stalled I�i�rdAll�2,�lplift at jt(s) 10 and 6. and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual wet members only. Additional temporary bracing to insure stability during construction is the responsibility 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 OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss -... Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. CT U d 2002 s I 5-4-7 13-1-1 18-5-8 , 5-4-7 7-8-9 5-4-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 37.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.07 8-9 >999 M1120 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 6 n/a BCDL 10.0 Code 4 JBC97/ANS195 (Matrix) 1 st LC LL Min Udefl = 360 Weight 96 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.2-13 TOP CHORD Sheathed or 5-3-14 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 10=1108/0-3-8,6=1108/0-3-8 Max Horz 10=110(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=27,2-3=1210,3-4=1210,4-5=120. 1-10=149,5-6=149 BOT CHORD 9-10=989, 8-9=869, 7-8=989, 6-7=989 WEBS 2-9=32, 3-9=193, 3-8=193,4-8=32,2-10=1303,4-6=1303 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 70 mph winds at 25 ft above ground leve ,his 14.0 psf top chord dead load and 10.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-9 UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to vilind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with. any other live loads Table'No.4", UBC -97. Bean at'oint(s) 6 considers parallel to grain value using ANSVTPI 1-1995 angle to rain formula. Building clftg lbUid46rTWrci ;MC tfirdf'i WhgieUMC�40 NOTE'S ON THIS ANDRE. VERSE SIDE BEFORE USE td1CQQ1i1R*W00o8ftlQaQ0i2stalled I�i�rdAll�2,�lplift at jt(s) 10 and 6. and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual wet members only. Additional temporary bracing to insure stability during construction is the responsibility 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 OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss -... Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. CT U d 2002 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Cold Cause Property 1 3/' ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties, � 2. Cut members to bear tightly against each 0 other. �. 3. Place plates on each face of truss at each O O 3ZXbJ5 joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices �, O plates 1 /8" from outside edge of at 1/4 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require'lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections.te to trusses are the responsibility of others unless shown. -j im BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at . 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MITek IndU5hle5, Inc. prior approval of,a professional engineer. ® 15. Care should beexercisedin handling, erection and installation of trusses. v� ® TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG-NAIL ;.a3b Truss Truss Type [LOTTI T5 FINK Madera Construction, Loomis, CA 95650, Jerry Merry -NOTES 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard :r s Nov 16 2000 I 14:57:40 2002 Page 2 0 C T U8 2002 BUIL - r WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE F PF esign valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of _component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual i4 members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ter• nn 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MIT@IC Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/, ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /$/8+ C2 C3 J5 2• Cut members to bear tightly against each 0 other. 0 �. L 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 � " U at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade - X perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown -on design. 11. Bottom chords require lateral bracing at 10 ft. LATERAL BRACING ICBO 1591, 1329, 4922 spacing, or less,`if no ceiling is installed,'unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or loadfransferring connections to trusses are the responsibility of others unless shown. im BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at +_ 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MTek IndUSfh7 m Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of.trusses. ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL „te>b I Truss Truss Type Qty Ply Plates Increase LOTTI T7 FINK 12 1 � 0.0 Rep Stress Incr YES BCDL 10.0 (optional) Madera construcuon, LOOMIS, GA JOOOV, .ferry merry v.ZV i or%r s rrVV IV cuuV mi rnn nfuuaurca, nw. rrwn va f . -2-0-0 5-9-4 11-0-0 16-2-12 22-0-0 24-0-0 2-0-0 5-9-4 5-2-12 5-2-12 5-9-4 2-0-0 scale. 1:' 4x5 = 4 3x4 = 3x4 = 3x4 = r r 7-6-3 7-6-3 LOADING (psf) SPACING 2-0-0 TCLL 37.0 Plates Increase 1.15 TCDL 14.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.2-G BOT CHORD 2 X 4 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=11543/0-3-8,6=11543/0-3-8 Max Horz2=52(load case 5) , 14-5-13 22-M 6-11-11 7-0-3 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.63 Vert(LL) -0.08 8-10 >999 M1120 220/195 BC 0.49 Vert(TL) -0.16 6-8 >999 WB 0.34 Horz(TL) 0.05 6 Na (Matrix) 1st LC LL Min Vdefl = 360 Weight: 95 Ib BRACING .TOP CHORD Sheathed or 3-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=90,2-3=-2255, 3-4=1950,4-5=1950,5-6=2255,6-7=90 BOT CHORD 2-10=1888,9-10=1291,8-9=1291,6-8=1888 WEBS 3-10=470, 4-1 0 47, 4-8=647, 5-8=-470 BUTTE NOTES DN II%dP1) This truss has been designed for the wind loads generated by 70 mph winds at 25 ft ab _ I 11l14.0psf top chord dead load and 10.0 psf bottom chord dead load, 100mi from hurricane AI n occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure Q AGF 3 r UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches axis aim of exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 37.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4aD1eV11CGlti-ti;rI}c�1�n parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ” Do 5 A �pM ratin� reduction of 20% has been applied for the green lumber members. si n v9liiTfor use on with MiTek connectors. This design Is based only upon parameters shown, and is for an individual to tinuede"tDae62alled and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual _ webmembers only. Additional temporary bracing to insure stability during construction is the responsibility 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 OST -88 Quality Standard, OSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 0 C T U8 2002 NC - C04C/919 �t E> P 9-30-04, r Symbols Numbering System A General, Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause_ Property 1 3/, ' Center plate on joint unless 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/87/8+ `2 J5 2. Cut members to bear tightly against each ZC3 0 O �. 0 U 3`3 other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane v at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C6 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. 401 WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. M BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or platewithout which bearings (supports) occur. MiTek IndustHes, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. v� TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL D Truss . Truss Type Qty Ply tOTTI T7 FINK 12 1 (optional) Madera Construction, Loomis, CA 95650, Jerry Merry 4.201 SRI s Nov 16 2000 MTek Industries, Inc. Mon Oct 07 15:03:23 2002 Page 2 .:NOTES �6) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard su� 2002 Appb y<<z� ;c XAyar`f 7� WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 'Jj C(li D sign valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual u Iding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of •—• _'fie inponent is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual .members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. -ional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 'ng fabrication, quality control, storage, delivery, erection_, and bracing, consult OST -88 Quality Standard, DSB- ng Specification, and HIB -91 Handling Installation gild Bracing Recommendation available from Truss Itute, 583 D'Onofrlo Drive, Madison, wl 53719 MiTek Industries, Inc. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1/8 1/8� For 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. 'For tabular plating format refer to the MTek/Gang-Nail Joint/Plate Placement Chart 0 c O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jl J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE CONNECTOR PLATE CODE APPROVALS The first dimension is the width 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 dimension is the length parallel to slots. HUD/FHA TCB 17.08 LATERAL BRACING ICBO 1591, 1329, 4922 Indicates location of required SBCCI 87206, 86217, 9190 4011, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N BEARING 'FM Indicates location of joints at N! which bearings (supports) occur. - MiTek Industries, Inc. ® TM HYDRO AjR 0 PANEL GANG -NAIL @ CLIP A General Safety 9 0 Q� Failure to Follow Could Cause Pr Damage or Personal Injury 1. Provide copies of this truss design to the v building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 0 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane U at joint locations. 0 4. Unless otherwise noted, location chord splices at 114 panel length (t6" 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 ft. 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 stacks of construction materials. 14. Do not cut or alter truss members or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. - ©1993 Mitek Holdings, Inc. w�T T� ° ° RESIDENTIAL PLAN o ° o ° REVIEW GUE ID ,:�,,-^ a l`3c_ . a::." o SINGLE DUPLEXAND FAMILY, MISCELL NEOUS ONLY Ov;rer. Building Permit Number: =•. (� Bug Plans Examine; ���td� SI.tnP= o. n A. P. I�iumber. 6 tP f w GENERAL: -1�Zoning requirements - (number of permitted living units). rv-- Plans signed by the designer. mss- Proper description of work on the application. --t- Existing violations on, the property. -I" Recorded notice of violation. ee Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks. side yard. easements. etc. Other buildings or structures. Grading, fills andlor drainage. 5. Flood hazard. 6 Special conditions on Parcel Map: Noise ❑ S2a ' Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal did Rou a andlor Federal Aid Secondary Route setback requirement Building or udULes across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue %vindows shall have a minimum net clear openable area of 5.7 square feet the minimtnD net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall W20". When %indo%% s are provided as a means of escape or rescue. they shall have a finished sill height not molt than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 SW measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less then 7 &et in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. swage, kitchen. wet bar. and exterior receptacles (NEC 210). Water heaters %% hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening boo abath or bedroom _-niform Plumbing Code section 509.0). ja uel burning :quipmenc shall not be installed in a closet, bathroom or a room readily usable as abodroom, of is room. compartment or alcove opening directly into any of these (Uniform Mechanical Code seedoo 30CU arage firewall separation - required on garage side including supporting walls and posts (Uni&M ode section 30'_.4 exception 03). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes Unifor-n Building Code section 312.4). Food store location - Alcove - UNIC section 203 confined space & 223 unconfined space est 304.2). mok.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 .'�Yater closet clearances Norm Plumbing Code 408.5). ,Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). eBearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). M UCT'URAL DETAILS:ruedwall panels shall start at not more than 8 feet from each end of a braced wall line• Braced wall Panels ust be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building tical do not oomph with the Uniform Building Code. This must include the designer's "wet" stamp, signat3ire, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18 -I -C). tF undation plans complete enough to concoct building or construction details complete enough to construct building. evations and wall construction details complete enough to construct building. of construction details complete enough to construct building. eplace construction details and calculations if necessary'. rage door header size(s). rch header size(s). picalheader size(s). ud heights. gh e�.•pansive soil - special foundation design required taining walls requiring design. jsvm wallboard nailing inspection required. required with a total rea the abelow the lowest floor is fully enclosed. than a minimum of two openings are net area of at )cast one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification maY be provided by a mgistered professional engines or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. �Elettric, heating, ventilation, plumbing and air conditioning equipment and other ser`•ia facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. )OC'ELLATTOUS ITEMS: ✓'ii Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). --2- Guardrails (Uniform Building Code section 509). --3-- Bride or stone veneer (Uniform Building Code section 1403). -A..—F.xte for plaster- weep screeds (Uniform Building Code section 2506.5). -, : Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2). -6 --Foam insulation - protection. X36" halls and stairways (Uniform Building Code section 1004.3.3.2). jEnergy ro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). derfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ie access and ventilation (Uniform Building Code section 1505). nd requirements. design compliance and supporting documentation. F responsible area requirements. ]WELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinUers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing loner. 4*1- Pace -- of Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION [DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -Alew OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the, above address and should be corrected. Please notice this office when correction of work is, completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. c ain CT 4 A. 111 iC�C OK (Z)00A,-, Je---A'l D-C-Je (C4e, P-,17 Date Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 p IT ND. (Rev. 12/96) APPLICATION AND PERMIT �Z { ASSESSOR PARCEL NUMBER OJ!'"% f/og D/3 ��''//jji/i/ii (_'/F Uf r ZONING BUILDING PERMIT OWNER / J fi t'�` TELEPHONE lD SO. FT. OCC. BUILDING VALUATION-�. _ . OWNERS MAWNG ADORES W i'/ a /74 C(A � v CONTRACTO •S NAME ' TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS , /C��/ O/ly-r RR f✓� _ it� Energy Plan Checking Fee ''•$ PERMIT FEE $ LOT NO. _ SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 r USEOFSTRUCTURE // SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition 13Remodel ❑ Utilities B'Installation ❑ Other ❑ Describe Work: 'k -l" /� Gas piping system 1 - 5 outlets 15.00 Building sewer '15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ' A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. N OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: `[ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier I Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) S I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation ' provisions of section 3700 of the Labor'Code, I shall forthwith comply with • 4se provisions. I�• i A `I i 1 r X 1 Date ` ��` Z' _ Signature of • Applicant - 9 Owner ❑ Contractor ❑ Agent 1 An OSHA permit is required for excavations over 60" deep and demolition or construction/ of structures over 3 stories in height. Main Service TONG 46.00 NEW CONST. OWEWOCCUCU P. SO EE OR ADONS.a ACC. BUDS. 3.5QFT: "No RI°s,nT. MULTI.OUTLET 97,50 APPARATUS b SINGLE OUTLET CIR. 20 EX. OCCU OUTLET OR FDCTUREs _ �I:So Ex. Occup. oUT Ts PFDIEDL.16°Ea 5.00 Temporary Service 23.00;LlAel Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ lor& MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ Gt/ HAZ. D. FEES IMP FLOOD CDF PARCEL I PD HD ISSUE] This permit is hereby issued under the applicable provisions to do work of the Butte�1$ounty Code and/or heel indicated/ab ve for which fees havre been paid. _ By �� /- Date PERMIT EXPIRES ON / '" / f ` Dale Receipt No. �' �� )f IV� C,// WHITE-D.D.S.-B.D. CAPINK-INSPECTOR GOLDENROD -APPLICANT / c., F 00-013 02-1851 I, STEVE RTH POINT RD., COHASSET P POWER L � �p FICE COPY Aess GAS----------- Meter BY �_16��'Z, ELECTR'C f� Date � Meter BY v �' INALE 3 v° AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION. 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 • • BUTTE COUNTY RECORDER SERIAL ITO. a0(gR -, 5J -T) % RECORDED AT THE REQUEST OF FIDELITY NATIONAL TITLE DATE RECORDED: —7—M ao< TIME: 60 a4� AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 4 0 Date l% Y PROPERTY OWNERS: State of Cal' rni ) County of liko . .. ) . On personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and th his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, cuted the instrument. WITNESS my hari d official seal.W.J. DOLLING COMM. J 1274797 Signature Seal: c p E. NOTARY ptl8LIC•CWF0RX1A 4 CoutM OF BUTTE Comm Expires Sept 20, 2004 A.P. # • Order No, 207109 EXHIBIT "ONE" Parcel ---]:.- P I art arcell:Part of tot 1 of Section 4, Township 23 112 North, Range 2 East, M.D.B. & M., described as follows: BEGINNING at the intersection of the South line of the said Section 4, with the centerline of Cohasset County Road and running thence Northeasterly along said centerline of said Cohasset County Road, 270 feet; thence Westerly and parallel with the said South line of the said Section .4, a distance of 485 feet; thence Southwesterly and parallel to the said Cohasset County Road line, a distance of 270 feet; thence East a distance of 485 feet upon and along the said South line of said Section 4 to the point of beginning of the herein described parcel. Parcel II: An easement 60 feet in width for roadway and public utility purposes over a portion of Fractional Section 4, Township 23 1/2 North, Range 2 East, M.D.B. & M., described as follows: COMMENCING at the intersection of the South line of said Section 4 with the centerline of Cohasset Road; thence North 41 ° 49' 35" East, 277.0 feet along the centerline of said.Cohasset Road, to the true point of beginning for the easement herein described; thence from said point of beginning and running along the centerline of said 60.foot wide easement,. South 860 11' 20" West, 94.0.50 feet to the and of the herein described easement. EXCEPTING THEREFROM any portion lying within the boundaries of Parcel I hereinabove described. Assessor's Parcel No: 056-400-013 2 £00 aT1T,L TgIIoT1g,\ SITMT3 OM£b£0£S YVd LC:9T ZOOZ%80!£0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION z 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541pE tIT NO. (Rev. 12/96) APPLICATION AND PERMIT _ ` �5�:_; ASSESSOR PARCEL NUMBER O ,/'�` f ZONING BUILDING PERMIT OWNER JV 77 T "oNE -oio SO. FT. OCC. BUILDING VALUATION MAI OR � I L y .OWNERS ILII 76 Ct /cG C4 6 CONTRACTO 'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 17 L -111z 771 007- 6i Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Er Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑'Remodel ❑ Utilities El -Installation ❑ Other ❑ Describe Work: 7irftv�✓1 I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2a0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To 1000A 46.00 NEW CONST. DWEwNG OCCUP. OR ADDNS. ( a ACc. S. sD 3.50FT. = paIDT' MULTI.OUTLET 97,50 a OUTLET COWELER APPARATUS IR. Ex. Occup. OUTLET OR FDCTURES 20 @ 1,00 SAL @ .50 Ex. Occup. oFucuTLEEoA A= 0") E. 5.00 Temporary Service 23.00 GO Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with se provisions. X Date �[ — ��� Z Signature of Applicant Owner [3Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in hei 't. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ ac/ HAZ. I D. FEES IMP I FLOOD COF PARCEL PD HD I ISSU This permit is hereby issued under of the Buttunty Code and/or indicated a for which fees By PERMIT iXPIRES ON the applicable provisions esolutions to do work been paid. _ Date 7 Date Receipt No. cv, WHITE-D.D.S.-B.D. CANA AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT 5 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. PIease complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verificationIs received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES)R NO C3 2. I HAVE `i HAVE NOT C3 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: s 4. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide, portions of this work, supervise, and provide the major work: NAME: -- ADDRESS: but I have hired the following person to coordinate, PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF. WORK SIGNED: PROPERTYOWNER: ,�M - SOCIAL SECURITY NUMBERANNNION06— DATE: —1 — t O NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER F OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontrac4 you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including *state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, (vfic el C. Vi ira, C.B.O. Manfiger, Building inspection NOTE: This Owner -Builder information It required by Section 19830 of du California Health and Safety Cod& OVER ,. •- �.,,.r ...:{:,Yq_ 'fae .yy;G 'R' ; r�. `+�• �' jXy"� t ..�-� M., 40 'OFFICE COPY Address GAS Meter By a e ELECTRIC Meter By �� Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovitle; California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 56-40-13 w ZONING A-2 BUILDING PERMIT OWNER Will Allen TELEPHONE 893-1112 SQ. FT. OCC. BUILDING VALUATION -' OWNER'S MAILING ADDRESS 25 Brooks Drive, Cohasset, 95926 CONTRACTOR'S NAME Owner TELEPHONE h,, CONTRACTOR'S MAILING ADDRESS ' Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 North Point Rd . , Cohasset Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Well SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation F1 Other ® Describe work: Well Electric _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 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 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 CONST. / DWELLING OCCUP.8d OR ADDNS. \ ACC. BLDGS. / 21/20sgft NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS tr (SINGLE OUTLET CIA.11) Ex. Occup OUTLETS OR FIXTURES 20050t BAL030 EX. DCCUp. OUTLETS (RESID )FIXED APPLNS. KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 5,00 Pre -Ins Permit Fee $50.00 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. /3 X�' Date J — l �� Signature of Applicant - Owner 5 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 $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 50.00 HAZ CUA PARK SCHL ELD PAR PD HD s This permit is hereby issued under sions of the Butte County Code and/or work indicated abgve for which fees QIR CTO F PUBLIC By, PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Dat ' , S r / Receipt No. 7 - a WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICAYIN AND PERMIT PERMIT NO. A ASSESSOR PARCEL NUMBER 56-40-13 ZONING A-2 ' BUILDING PERMIT OWNER Will Allen TELEPHONE 893-1112 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 25 Brooks Drive, Cohasset, 95926 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 North Point Rd., Cohasset Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Well SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 10.00e TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other Describe work: WP1 1 F1 Prtri r _ Permit Fee $ Contractor ELECTRICAL PERMaTF,ling Fee 10.00 Main service sooV OR LESS10.00 100 AMP OR LES 10.00 Main service EA. ADD'L 100 A2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the BUslnesS Professions Code andmy license is in full force and effect. 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 CONST. DWELLING oCC, New DDNS. AMULTI-OUTLETBS2/20sgft NON.RESID BRANCH CIRC 2.50 ea POWER APPARATand (SINGLE OUTLET C. Ex. OCCu p OUTLETS OR FIXTURES 20 m s0s aAL030 FIXED EX. Occup. OUTLETS PRESID IREAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 1 15.00 1 9 -nn 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 FiIirig 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 County of 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 `""'�'� C' �� Datey Signature of Applicant — Owner 5 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.P Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 50.00 HAz I CUA PARK I SCHL I FLD I PAR PD HO Is Th;s permit is nereby issued under sions of the Butte County Code and/or work indicated ab ve for which fees IR TO F PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Dates �/� Receipt No. ._q 7V`X WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT "00a 3/2,/90 - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS , PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSE5SOR PARC L NUMBER - J3 --� ZONIN '• BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Z 00 ,? I t/G C�j��asS �5712� CONTRACTOR'S NAME -1A TELEPHONE - CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee 10.00 LENDER'S MAILING ADDRESS Permit Fee 3 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS , Penalty S BUILDING ADDRESS Permit fee $ t I:- PLUMBING PERMIT Filing Fee 10.00 0 r ��1 Each Trap 2,00 --d—,Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ ❑ Mobilehomethe ' 14,11 SPECT FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e,i TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: WILL, Ucriyc- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS j 10.00 `r' O r Main service EA. AOD-L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F1NO 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 1, 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 thisireason NEW CONST. DWELLING OCCUP.N OR ACDNS. ACC. BLDGS. ,/2¢sgft NEW CONST R.UTLET N.R ESID BRRAANCNCHHCIRC ITS 2,50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2 0050 eAL930Q FIXED APLNS. Ex. OCCUp. OUTLETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring� 15.00 A-, 1"ale Permit Fee $ 5�a Contractor I WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for S100.00 (valuation) or less. ❑ 1 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 j I Cooling g Hood 3.00 Ventilation permit Fee $ Contractor j 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 or 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. ¢0 X �1�L%,�`�' Date J ✓�3y/ Signature of Applicant — O-nerEl� Contractor -E] Agent An OSHA permit is required for excavations over.5'0" deep and demolition or construct- ion of structures over stories Mobile Home Installation Fee $ Energy Inspection Fee g_ occ CONST TYPE I TOTAL FEE $ HAZ cuA PARK SCHL Flo PAR PO Ho ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date I �-31iLnJheight. Receipt No, 1 12 / / YELLOW-♦SSESSOP.• PINK-14SPgCTOR, CCLDENPOO-APPLI CANT / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION J�; COUNTY CENTER DRIVE - OROVILLE, CAMFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET �,6'9 •1 J Permit No. r � L L � — OWNER Ui / A. P. No. l - y0 l Proposed Building Use lie R (5,;7,&G 4 / Building Inspector CS "_j Date J o 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, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .................................. . i 6. Energy Design Compliance and supporting documentation ..:...... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .......................................... . ....... 13. School District fees paid .............. . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit .. ............................... . 16. Plot plan and business license approval from City of - (see City for other requirements) 17. Plan ng approval for (A) Use: (B) Parking: ...... 18. I rovements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 9 0. Pre -Inspection for / x Vic- required ` r-, ��ec. request to ' q �`OJBGil6ifig Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. 1011, When you issue the permit, process as follows: 00"Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other 9 ' Applicant u��L�i Date 3'/_7_9,0 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: _. (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was.advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date _ Sets of plans on hold in . File cabinet AP folder /l ` 6- Copy—DPW / /���/ �� +� n COUNTY OF BUTTE. -.Department of. Public. Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing .your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary -delay in processing and issuing your building permit. No building permit will be issued until this.verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) i �2. I (have/have not) h e4V c signed an application for a building permit for the proposed work. 3. I'have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise,.and .provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: CProperty Owner �I/% GG �GLE Iv Social Security Number Date ,7- / 3 -;Fd . NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. PRE -INSPECTION _ OWNER: LOCATION:- � � a rq to ° DATE a : P. # CONTRACTOR: owf�e/z vX-t 2 O 1-/ - aZONING ------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- PRE-INSPECTION FOR : I� ��� �. S�� e/� L L' -�� �✓Q��/ 1 DATE TO INSPECTOR ----------------------=-------------------------------------------------------------- ------------------------------------------------------------------------------------ PERMIT HISTORY: NONE E:] AS FOLLOWS: TYPE OF OCCUPANCY FIELD - INFORMATION BUILDING USAGE:&eee„ TENNANT: [� OCCUPIED D HAS ELECTRIC HAS GAS [::] HAS SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED N-0 Ar C OTHER COMMENTS: wes c4__ Ser-,j:ce �•a-on oxts4-,Ng oa- ( ` •_, ��ht4- IaLvINK QN d fO..M� NGK s.✓cL(1 00_4r 64A.111k1N S Ins o JJ ACTIO COMMENDED: ISSUE E:] HOLD FOR OTHER: 1M DATE 3 - ®Y- 9 0 �k REVISIONS '�r 13Y} 4 � 1 \s 1 + 4 1 1 �. � L, i!•. tl •r � F R' r it ! I ; In Y i fy !'04 �J u 5 Y S P ri Ir 1 w 6 = K r X YR ,r 't H} t Y 7:. F t � F r q s. t !+ } i - a Y S wr' Vi. v S i FP t- , 9• �a M w c 4 rF.� L rf �' � t`saiM1. i to Y•`r 1 r 1' 1 a n 3 ft a i a DATE,,,, ,- v DRAWN ° JOB t ' SHEET qf