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079-400-044
MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: JUL 14 2003 (Certified Mail Rec.) MUP 03-09 PERMIT NO. 036-330-044 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special condition's set forth below: Nathan Giesbrecht is hereby granted a Minor Use Permit in accordance with application filed for a permanent Second Dwelling Unit in a non -Urban Area. Failure to comply with the conditions specified herein as the basis for approval of application and issuance 'of Permit,. constitutes cause for the revocation of said permit in accordance with the procedures. set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-41. 2. Unless otherwise provided for. in a special condition to this Minor Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by.the applicant, or their respective designee. Prior to.such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Pennittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. Y 5. The termsand conditions of -this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval. Planning Division Prior to issuance of a building permit for the second dwelling unit, the property owner shall execute and record a covenant running with the land. A copy of the recorded 1 covenant shall be submitted to the Planning Division and the Building Division. The covenant shall be on a form approved by the Department of Development Services and shall: (a) Stipulate the occupancy requirement of Condition 2, below; (b) Prohibit any land division, merger, or lot line adjustment that results in a parcel containing the two dwellings, which is less than twice the minimum parcel size requirement of the zone; (c) Stipulate that any land division proposing to place the dwellings on separate parcels must meet all the zoning and development requirements for dividing land in Butte County, including, but not limited to: lot size, lot configuration, septic requirements, and setback standards of the zone in which the parcel is located; and (d) Stipulate that if all such zoning and development requirements cannot be met, the parcel shall not be divided. 2. The owner of the parcel or lot must -occupy either the main dwelling or the Second Dwelling Unit. 3. The Second Dwelling Unit shall contain kitchen and bathroom facilities separate from the main dwelling unit and shall have a separate entrance. 4. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations: Environmental Health 5. Prior to issuance of a building permit, obtain sewage disposal permit to service the second dwelling unit. Fire Department/CDF 6. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. 7. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. 8. In lieu of a pressurized water system or water storage tank, payment of $200.00 per created parcel into the Battalion 6 water tender fund is required prior to the issuance of a building permit. PI County Counsel 9. If this entire matter or' any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is,deemed satisfied. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department pen -nits before starting construction, nor does it waive any other requirements. CC: Land Development Division Building Division Health Department Butte County Fire Department/CDF Assessors Office Butte unty Planning Commission Chairman 9 NOTES RESIDENT�-f'7`" o� -73 els �rr�,�>l. PERMIT NO.. 036-330-044 GIESBRECHT, NATHAN FOOTHILL BLVD., OROVILLE NEW SINGLE FAMILY 0,3 .r t ' s: l x SPE'�C1 , CONDITIONS �19M4�� , b ki�,( pn'orCHECKEDBY SRX(_ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PER CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address I GAS ' Meter By Date:'X9� ELECTRIC Meter By Date JOB FINALED (D i - .� Signatur 1 ' ' l SPE'�C1 , CONDITIONS �19M4�� , b ki�,( pn'orCHECKEDBY SRX(_ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PER CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address I GAS ' Meter By Date:'X9� ELECTRIC Meter By Date JOB FINALED (D i - .� Signatur -*.,.; �9+..,.�,�.+r`�^slY.-�'axd1�"Y"p..io'%!!Ltf�c�r-'"a.a�+•;.,;^�,. r, ,- �'u".i X,,.,,,,ve,z,�'�e�r.'-s1�r :.7'',; :ir.C''�`-r'*''T...� ,--.•-_- . �-��,r'+f'�'>s��..�'1!?cV��._...�:�.,. ,�,�«z.:.-....,.. ... .� - *'� I 04-0773 036-330-044 ,; GIESBRECHT, NATHAN 4497 FOOTHILL BLVD, OROVILLE CONT: OWNER I ST RENEWAL BP#02-3428 r r L r l • i r ` s t • 1 :a } t ' 1 t �: r. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT? ASSESSOR PARCEL NUMBER / �-+� .. ;1� /' IYJ•• V f�Jl VI• ZONINo^ S BUILDINGPERMIT OWNER t24, �I ASr/P\'517 TELEPH�ONjE SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING gDORE i i I �� v lJ Y' -5 ,' / C„/�,,/j -CONTRACTOR'S NAME i J TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ o ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �•, 1 1 ) . Il Energy Plan Checking Fee $ $ j �[:�- ✓ I + PERMIT FEE S I LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20:00 USEOFSTRUCTURE —/ SF CT Duplex ❑ Mobilehome ❑ Other 1 SPECIFY t Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ��r r ••lJ�K iF1-1J f�.�� "t,% Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 'ovOR- Main Service p 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. 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: / ❑ 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. 1, 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 or 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 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.) 1: �b 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 those provisions. X . J� / �/� f fj1( _ -/r 1�i1_ Date 1 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. Main Service 200A TO 1000A 46.00 NEW CONST. DVMNG OCCUP. sO. OR ADDNS. ( DVM ACC. S.3.5¢FT. N CONST. MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. OUTLET OR FIXTURES 20 @ 1.00 Ex. Occup BAL @ .50 Ex. Occup. GFIxuTEI pEwsS DR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE i 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 $ 4 �� [This HAZ. 1 D, FEES IMP I FLOOD I CDF PARCEL PD HD G;S permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ' B / y L�L.C�� l PERMIT EXPIRES ON i the applicable provisions Resolutions to do work been paid. Date ' l} Date Receipt No. _"�G'j-5� -S j WHITE-D.D.S.-B.D. ' CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541' (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER /, \ ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION "-J OWNERS�MAIUNG ADDRESS -. _ CONTRACTOR'S NAME - - - -� - ...TELEPHONE' Z n! ;'mooAiJ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation \ \ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee BUILDINGADDRESS Energy Plan Checking Fee PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 2 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 _, Each gas water heater or vent TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uli ities ❑ Installation ❑ Other ❑ Describe Work: '; -� ? Gas piping system 1 - 5 outlets 15.00 ; Building sewer 15.00 ; c_ Mobile Home IS I G 1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR LES7 Main Service zoOAORLESS 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. 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: ❑ 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 ,000A 46.00 NEW CONST. DW LING OCCUP. OR ADONS. ( 6 ACC. BLDS. 3.50FT:NEW /i c T. R Dom, ID. MULTI -OUTLET @7,50 POWER APPARATUS d SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 p I.00 Ex. Occup.BAL o .50 Ex. Occup. Dig Rao R.5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ - `='-' © 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. I 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 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 ifI should become subject to the/ workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $;:; Occ CONST. TYPE TOTAL FEE $ ^ LHAZ. D. FEES IMF'' FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON to rReceiptNo. WHITE-D.D.S.-B.D. CANARY•ASSESSOR PINK -INSPECTOR` GOLDENROD -APPLICANT J=OK 0 = Not OK Not . = Not Ready Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 4. 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance 6. Carports; Windows -Doors 7. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements 10. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Ext.; Steps -Doors -Landings 4. Electricity; MH Test -Crossovers -Breakers -Clearances 12. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 10. Exits; Insp.-Sketch POOLS (Plans) OK except ft 11. Cert. of Occupancy 1. Setbacks -Easements 2. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Elec.; Enclosures; Conduit Entries -Terminals -Listed 3. Blocking 7. 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 6. Water; MH Test 9. 7. Water and Sewer Connected 8. Gas and Electricity Tagged Plumb.; Cir. Test -Water Supply Test 9. Exits 11. 10. License Decals t 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 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-Beams-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 POOLS (Plans) OK except ft 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-Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche t 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Z ing-Setbacks-Easements-Flood-Slope / O . Ft , Main; Soils-Elec. Grnd.-/ . /" Ftg. Depth to tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Ho owns and Special Anchors �¢3 . Slab, Steel -Wrapped 8. Piers -Fire lace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 0. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. EI is Underground 1 lenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 5 Access & Ventilation 16. Insulation Date M49 Lj Card B-1 Date Card B-1 Date Card 1 Date Card B-1 Date PLUMBING (Permit) OK except #'s JZ. -'Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Prote 'on 1k2D.W.V.; Test Fittings & Anch rotectton ,MO. Shower Pan; Test, First Floor -Tub Access !2 .- est Tub & Shower, Second Floor -Tub Access !.?Q'G_as Pipe; Sixe & Anchors �3 Fira Sprinkles ; Tp�t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s mature & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled . Romex Installed Close to Edge of Studs & C.J. ZS--Squip. Ground made up w/Mech Fasteners -Bond Gas & Water A pliance Circuits in Kitchen & Conductor Size GFI 3 feed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 34--Ra—nge Circle/ ra /g r AI -Oven Circ. / /ga Cu or Al Insulated Neutral W -16's O No Service -Riser Conductors & Ground Main Disconnect 30,-Eq'uip. Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light 3,5: oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s l. Ducts Insulation & Support �7. Vent Fan, Exhaust above insulation &�Condensate Drain & Overflow, Size & Grade 497—Furnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 is Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors FIs Studs -Nailing Spacing & Braces -Plates -Sound wring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs 148'—Headers & Beams -Size & Bearing Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 r! fireplace Ties or Type A Flue -Fireplace Throat Clearance . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill imensions arage Fire Protection Framin - C Chan roperty Line Firewall & Openings S4 --Ext. Doors -One 3' -Check Garace 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection Ael'51-ywood on Roof Overhang -Attic Vents -Rafter Outriggers U, -Siding -Nailing Veneer '�.. 5 - Screed -Fd. Vents-Underflr. Access Area -Glass Walls; Plastic 61. 62. 63. Brace Interior/Exterior Wal nels Insulatio a Ings Infiltration -Walls -Windows Date/yTU Card B-1 Date Card B-1 Date I Card PJ Date Card B-1 Date Tans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings 0-5 oke tector 66. naceeV�Vents-clearance-Comb, Air -Connector - In Gafaae:.Above Floor-Ducts-Mech. Protection 6Y,�,'5.F -Bath Fixtures & Tub Access -Spa ( �Elec.,Trim & Subpanel, Breaker Sizes & Labels 714E place or Stove, Clearance -Hearth 7 Ele . utlets at Wood Panel, Int. & Ext. 7q:�t. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance LElec. Outlets & Receptacles at Kit. Counter 75 Garage Fire Door; Swing -Landing -Closure 740A.C.JDact in Garage -Damper in GW;fge; Above Floor-Mech. Protection 78Ptb,; Elec. & Mech. Equip. Listed for Location 79.-Ele ceptacles in Garage (F.F.I.)-Romex Protection 8ns tion -Foam -Looked in Attic 8 u rd Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth C19drance Looked under Floor O Yes 85ollowing Instld./Drive 0 Yes 0 No/Walks 0 Yes Cl No/Planters 0 Yes 0 No 8. S co Brown -Finish �J A.C. Unit Disconnect, Electrical -Plumbing !86' Vept6 Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 7.*ter Well, Disconnect, Electrical, Plumbing E lerior Elec. Trim, G.F.I. Receptacle -Underground 8 . yntilation Throughout House W. Glass Protection rr ctions from Previous Inspections s Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval Ene y Compliance Certificate -Other Certificates W. Address Posted 96. Fire Sprinkler Date ` _ Card B-1 _ Date Card B-1 Date Card B-1 t Date Card B-1 Date Card B-1 `' Date Card B-1 Comments at Final: 0 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 fPERMIT APPLICATION DATA SHEET r OWNER: � r -e('�V1/1 ASSESSOR PARCEL NUMBER 0 3(0 _330— Oq Proposed Building Use: /�Q�(�l) S f Counter Technician: Date: o�o Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ICY 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. Po'2'. Complete plans, 3 or 4 sets, signed by the preparer of the plans. G?I. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0�4. Engineered truss details and layouts in duplicate. No faxes! 9-5� Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or, foundation plans, all in duplicate. ❑ 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 Re aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ................................... ......... Sanitation and plot plan approval from the Environmental Health Department in 3—Z%►03 17. City of Chico Plumbing permit............................................r01ce' California Department of Forestry plan approval aid. Sentby:.�.4❑ 19. Planning approval for (A) Use: Q1C (B)Parking: (Check: ) 2—) j —O' 2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... V21. 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 ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... '.0.26. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 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 and requirements for obtaining abuilding permit. Applicant:A Date: 12-/2-- 0 1. Index permit application for the above items numbered: Oy Plan Check Letter 2. Additional items required Contractor, design, owner as advised cf the above data by hone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by _Date: Plans reviewed by: Date: Plans approved by: AL Date: .3 i Structural reviewed by: Date: Structural approved by: Date: 3 Note transfer by: Date:1510 �' (/e Yellow: Building Division 3 / 0 /�� 171' TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t.H. USE ONLY !slot Pian AnacMd ✓ Maas Man Atsachad Sent to ®.Q�� O �12!4 l .4T i.�Sb�.EC T ��9 �ooT�✓/c-� ��d:B - 4�� -33b - ai'��° Owndr Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance for dwelling. Other `✓ B�,P LVF��i�l Hold final for: Final clearance O.K. for: NOTE: Z2 Environmental Healt " pecialist Date 3 Z-0 r v3 8/96 . i mow` � •.y. •,.. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ` (One form per Building) School District S, —D ' Building Department No. A.P. Number i �3r,' (S /Jurisdiction: City County Property Owner/.p Property Location/Address Subdivision a Lot No. v .................................................................................................................: Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) 'd Units Installation Conversion Permit # *(No foundation inspection): a Commercial/Industrial 0 Sy Addition4 d 4� „(In ed Footage cludi Exterior, Roof Areas) T moor rians reviewed oy scnooi uistnct rersonneu Date District Identification No. S p 0 'o v , ll o �� Q vw. S� ol;District certifies that . /�r t'.,., l 2 4 (Applicant) Fano' - a lv 530—SS-1- 01663' (Street Address) (Phone Number) • r O r a t. 1 uAr (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing ,'Lik s square feet. I School District r t by payment of $ l u AB 2926 $ FULL MITIGATION E S Dates . G Paid by Check V Remarks: 2-4-1 SIR A -t4I 0411F - 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. 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 (CEQA), this project maybe subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district)' feeform.xls (10/98)dmm Ia aith ue 0OW4 5rqrr5 5 91 D.F. HEADER 9X891 D.F. HEADER 1 3N•X71N' \ VERSALAM HIP 92 D.F. HIP p� TASTA'71• \ . y b�Lie. 2X8 92 RAFTERS (ID 21.O.C. TTP. \ HoM m Hob: At IN rdud 11W k Od b. c`a^ / Jq P.mi.xAb b 99A -CAW cape rub m 9r. ,�•` �s � b'o boMown .rchor..AIh Al Tn.a.m 2.2x PHD9 e. •CCO• CAP (SKEWED) 9h. hold— .bw.9w rblbor. e• axe $1 POST 31/Y X 7 1!4' HEADER \ 2.2. PHD2 'ray, BCI Fbor jolab by Soh. Coc.tl. oo 8n*fnt Nk _ \ 7JSTA' 21• VSL • VERSALAM by Doh. C.4c.& V6ry1 2.2x PHD2 eJ• TypkY Soar M.dr 4.9 M D.F. X111N VSL VSL IN.dr •.�� Fbor ST.lirD -P-d§-d— SEE p.p. 6 I 2-bc to 19'•7' \ 2.2. PH02 \�J. 2• D2 21'-4 3N• 2r.2 19'0 to b 71 p 31/1'X 7IA* HEADER 2.2x PHDSf2.2.2x PH08 rt' 80 0 .0 Y. Kitchen ,Q I IX SILLI I I IX SILL l 7 \ J•'' b lrO' CAP 4 X S It D.F. POST , 2-21 PHDI F I I �) III 2.2x PHD2 O Tb Y fl—*xh b b.— Wh TTr Anp.n $ nvironmental Health Sw SMr Wall Pr Mrbq R L..ft 51Al X 14• VSL (FRAME BEAM FLUSH KiO c I V-A WITH FLOOR JOISTS> Li+ig Room � 2.2�RHD2 W MAR 2 0 2003 c.rp., m o 1O P 2-2xPHD2 u 7 County Center Drive H o: B.rYg W.9 c at 1 s s Orville, Ca 41991 l I LSS I 2-2x PHD2 0 2- I PHD2 I,r Z -2x 1' �1 11• sre• TyP.x (.ypbordFbrm 10• I® = °D pAPPRVv-,'. ID �I Roolbr.®Gr.y.\Dw.lYnSwY 2eee IDUtt@ County 1 2-2x PHDB (To FounR.dan From Ab—) 1 31lJ X 11' VSL PHD2 4.6!1 H..dr J2 -2x PHD2 O I (FRAME BEAM EnvlronrnentaMeali t _ I FLUSH WITH L — —®T — 30W I — — — — g 5• — 2.2x PHD2 I FLOOR JOISTS [^//�� I £ .�.. a 2-2x PHD2 2•Di PHD2 b � 1 ` I 1 bb..— M 9TTrrb 1i �te _••Y I c R..m -- JL— O I I Y 9• Ix SILL � -2xK De —------®tr-- — � gas AOi.s- 2-2x PH02 AYpn HD HD dwY. 10 2.2x PHD2 2- PH02 7.87R' 7.111Ar T -95R' ra 7R• 7-1 719x, 3•-1, SB- LMNG 17.5• k 14 ,o ,rr _ _ \ / I a \ Rooeftr li,e I \ orKw—Y 100• Septic Free Setback \ i VVN k \ Environmental Health APPROVED I Butte Coun MAR 2 0.2003 r-wonmeenta! eaUtn 7 County Center Drive ate Orville, Ca igne PLAN REVIEW RESPONSE FORM order to expedite the review of your plans, please complete the following information and return this form with your to-wblmittal If :,.is form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Theft amg be a valid _sponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- Please i> a your tsponse to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORDNMI PLANS. :WNERS NAME - DATE: - N��a� 0,5 :SSESSORS PARCEL NUMBER PERMIT NUMBER 0 ()o-3� 0 - Oqq ESPONSE FOR PLAN CHECK LETTER DATED: J 4 A VT �- o o 3 'LAN CHECK REM M RESPONSE BY: OU��- LOCATION ON PLANS/CALCS: :OMMENTS: DLAN CHECK REM N ne RESPONSE BY: LOCATION ON PLANS/CALCS: —$ 0MMENTS: -'LAN CHECK ITEM # 3 nasi RESPONSE BY: LOCATION ON PLANS/CALCS: :OMMENTS: -OMM 'LAN CHECK REM N 5 eons 'OMMENTS: PIONSE BY: E BY: vehq� \TION ON PLANS/CALCS: P 101, LOCATION ON I A11 RESPONSE FOR PLAN CHECK LETTER DATED: I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS+CALCS: COMMENTS: PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS!CALCS: I COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS'CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: COMMENTS: I - d PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK REM R RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: r PLAN REVIEW RESPONSE FORM :i order to expedite the review of your plans, please complete the following information and return this form with your ro-wbudal If -.is form is not complete, as to all correction items, we will not be able to accept your re -submittal for review, 'ice MM be a Valid =sponse to every item mquested in our plan correction letter. "By others'' is not considered a valid response.- PIC= your sponse to each item and the location where the information can be found on the pLudcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORISINAL, PLANS. :WNERS NAME _ DATE: - Np,iRPIN& L-/ ,SSESSORS PARCEL NUMBER PERMIT NUMBER -64+ o2- - -!F;,4 2 8 ?=SPONSE FOR PLAN CHECK LETTER DATED: J^)\jU� 2T 200 _ -zI w 0<< ILAN CHECK REM 0 RESPONSE BY: � G LOCATION ON PLANMALCS: _ .OMMENTS: TE� O V Eh% 0r �N 61 N G::� (s I N L t_ uogv v► fi Folz I 4-E PCO F &SK bY �0 6 f•GL��, 'LAN CHECK IDEM # M � RESPONSE BY: LO ATION ON PLANS/CALCS: C)c;oa 1 L AGE C, JMMENTS: eo 4pGWiN V ` ON IN V lkO o S16NIN G 'LAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: PAM :OMMENTS: r—UL.L_ VVIVr4 bVILP16 6 06 AsqP15v ve- I Uig G 16 tY av 6 67 We "611vcW-- ' LAN �:OMMENTS: ALAN 'OMMENTS: D N atv , 71 A4U I PIN 6 14 0',5 Aeo-c o ex--- Nc*e -to nS Eeuvvv E MI-S&NG 4QAT IST F:7LrZ AT 6V-GvvEV S D UW— bGftrvt $ ? 4 4,9VW 6A 04 -et- F&V- OL—C. '1 8 . A VIF v 1 F SING T0114 -r --SE 090tnl s A&jo F�„Nnrt1)AT C)L+.PL t- fZxF Ll ve 6ae-mN OWE>e nL+FL- :M 0 IRESPONSE BY: ILOCATION ON PLANS/CALCS: 03/12%2093 18:90 5303454743 DANIEL J DOBBIE DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-1707 Telepbone/Pax (530) 345•:743 DJDdobbie®cs.co+r February 3, 2003 Job No. 2037 Nathan Giesbrecht 4439 Foothill Blvd. Oroville, CA 95966 Re: Giesbrecht Residence: Truss Review Dear Mr. Giesbrecht, PAGE 01 I have reviewed the truss calculations provided by Longfellow Truss dated December 5, 20.02 and found them to be in conformance with the intent of the structural design for this project. I reviewed'the trusses for general design conformance including the dead and live loading criteria as well as design drag loads at trusses A2, B1, C5, and D2. If you have any further questions please give me a call. Sincerely, j� Daniel J. obbie P.E. v C42028 Giesbrecht, Nathan 02-3428.01 3/12/03 STRUCTURAL COMMENTS Approved as resubmitted. Keith Long Plan Review Consultant SITE PLAN REVIEW APPLICATION Date: ��-- 2 - d �. AP# � r3 t - Permit Number (if applicable) 3--12 S APPLICANT INFORMATION Parcel Size: 7 32 A �- Owners Name: Gi r__S r3Q(Se1 -1 T �, NATH A tJ Owners Address: H '-S 1.a1 -F 06T N t U, r ---S L.V-Z D VQ0 V i 0� S9 Telephone No.: Situs Address: - C.)T l4l L L (3 uv Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER UICES INFORMATION (For Staff Use) a Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval is Site Plan Stamped Approved By V:�g Date 1 `Z --I 7^ 0 2 - Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: ► O 2-9 Index Date: Li "LO � ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North. Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) _ ❑ Grading Zone (See attached handout) 1 Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit. ❑ Minor Variance ❑ Variance ----------------------------------------- ----------- -- -------------------:------------------------- ❑ Detached BuildingUse Form El Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 29R—E2 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivis n Map Front Side 3� Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area – Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Date of Creation: �5-2Dd r2— Deed Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Crc Comments: i:t✓az) Q -P 1-�soz Legal Access Provided: Legal Access Required ❑ No IN Yes, Road Name: ❑ No ❑ Yes. ❑ No ® Yes ❑ No ❑ Yes i LL 8t LI D , ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems .in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel- Wood arcel Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into ' the appropriate Battalion Water Tender Fund may be required. { El Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." 11 ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑0 Page 4 of 5 C D 0 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 Giesbrecht, Nathan 02-3428 1/23/03 STRUCTURAL COMMENTS 1. The engineer shall certify review and concurrence of the Longfellow truss calculations for spans and loading criteria. 2. The 2nd or joists run through the stairwell opening; please provide a framed opening. 3. Please provide one building section, full width. 4. Show continuity of upper level hold downs to the foundation below, or address loads ori bearing headers or beams below. Keith Long Plan Review Consultant PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correc and legible. it may cause a delay in processing. Owner's Name: -e.( a 4.Ln ok� J- Received By: ate: A.P. #: 3� 30 r U Z%�7 Permit #• Time: ContactPhoneNumber. I / _ (a.6 3 Purpose of submittal: O Permit Application Data Item O Engineering elan Revision i O Requested by Building Inspector or Correction Notice - Inspector's Name: O RequestedByPlan'sExaminer-ExamineesName: O Other. If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: O Mail to Owner at this address: O Mail to Contractor at this address: O Call . and hold for pickup at the O Chico Office O Oroville Office O Deliver with next inspection.?/ Revised Plan Check Fee: 46.00 Receipt #: 3 i2-,/ 79J� O Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: 3/ 7 2— 745 January 27, 2003 Nathan Giesbrecht 4439 Foothill Blvd. Oroville, CA 95966 Assessor Parcel Number: 036-3 210-044 Building Permit Number: 02-3428 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and appfoval of this project. NON-STRUCTURAL COMMENTS: 1. Please put the North arrow on plot plan. 2. Please label all rooms on the floor plans. 3. Please label the elevations. (orientation) 4. Please provide the location of the water heater. 5. Please provide the location of the HVAC equipment. STRUCTURAL COMMENTS: 1. See letter attached by Keith Long. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 4Lina Simpson Plans Examiner 1 of 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. ��2) (Rev. 12/96) APPLICATION AND PERMIT t�G m--t-�J- ASSESSOR PARCEL NUMBER ... 330 —©44. ZONING S BUILDINGPERMIT OWNER '49 r TELEPHONE - g SO. FT. OCC. BUILDING VALUATION . O NERS MAILING SS , / ill COM OR'S NAME TELEPHONE 5ONTRACTOWS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS `-t- vd, Energy Plan Checking Fee $ V-0 L) f, $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF @- Duplex O Mobilehome O Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ cRemodel ❑Q Utilities O Installation ❑OOtther O Describe Work:�Q�}"TO�— �(�g Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600v OR LESS Main Service 200A 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. 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: V' ❑ 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 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 Main Service 200A To 1000A 46.00 NEW CONST. DWELUNG OCCUR OR ADONS. 8 ACC. S. so 3.5¢FT. NO" N -RES'. T.MULTI.OUTLET 1H RCITS 97,50 POWER APPAMTUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I.50 Ex. Occup. oFlxED s A LNS oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Filing 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.) 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 those pr isions. X Date _ ature 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. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 3. D HAZ D FEES IMP I FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicat ov\e for which fee have y PERMIT EXPIRES O the applicable provisions Resolutions to do work been paid. i Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-330-044 _ _ ZONING ) C BUILDING PERMIT OWNER GTFS10prmlllUAIH2415 TELPHO SO. FT. OCC. BUILDING VALUATION R 130 410.00 OWNER'S MAILING ADDRESO T r CA Qr,0!-,C,423) U 7.614.00 CONTRACTOR'S NAME 7 I 17'2 C 2 ., 236.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total valuation $ 141 760.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $511-90 ADDRESS BUILDING ADD FOOTHILL 2 r? Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.0084.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: NF'i.J STNGT FFAMIT Y Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 164.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200'. OR LESS 23-0023.00 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. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License wfor 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. 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 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 those provisions. q ,/; Date 1 Z —'Zy� _ UX,nature of Applicant -A Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 O NEW CONST. DWELLING OCCUP. s" -97.95 3•50FT.O OR ADDNS. ( 8 ACC. S.7 , 95 N" N.RESDT' 1=OUTLET CIRCUITS @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. B20 o 1.000 OUTLET OR FDRURES FlXED APPLNS. OR 5.00 Ex. Occup. ouTLETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 140.95 MECHANICAL PERMIT Fling Fee 20.00 Heating 25-00 Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOJ,4L FEE $ /1772,.65 HAZ. D. FEES I FLOOD CD PARC HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date 3 03 PERMIT EXPIRES ON .31-2110+ Date Receipt No. !:,6-14 cS WHITE-D.D.S.-B.D. CANARY -AS SSb PINK -INSPECTOR G LDENROO-APPLICANT Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING January 6, 2006 Nathan Giesbrecht 4497 Foothill Blvd Oroville, CA 95966-9313 V AP#079-400-044 BP#03-2647 Our records indicate that your building permit application has expired and was never issued. We are unable to provide continuous plan storage for inactive permit applications. If you would like to have the plans returned to you, you or your agent must pick up the plans at our office prior to January 20, 2006 or they will be destroyed (plans will not be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. If you have any questions concerning this matter, please contact a permit technician at our office, at the following number (530)538-7541. Please have this letter with you when you call or come into our office. Thank you. � 15 - '_7 L I'^ r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMEJVICE UILDING DIVISION 7 County Center Drive • Oroville, California 959p 0) 538-7541, ERMI`j O. Rev. i 2/95) APPLICATION ANDT 3 v(` SESSOR PARCEL NUMBERZOWNO `— BUILDING PERMIT IN TE HONE / So. Fr, OCC. BUILDING VALUATION OWN u i h Mekn tADDRESS OWN(Lo yys /w ' CONTRACTOR'S NAME V V - 7ORR MAILING ADDRESS LENDER NG ADDRESS NGINEERENGINEERS MAJUNG ADDRESS BUILDING ADDRESS t_ LOT NO. I SUBDIMION'S NAME 0 USEOFSTRrU SF ❑ Duplex ❑ Mobilehome ❑ Other \' TYPE OF WORK New GA Addition ❑ Remodel es ❑ Insta Describe Work: AINOA .PERMIT FEE PAID 4 7► SHERIFF OTHER mej rue race 1 h i Total Valuation $ V v UCENSE NO.. Rlinq Fee $ Permit Fee, SD $ Plan Checkin Fee togg Cn $ ELECTRICAL PERMIT 20.00 Energy Pian Checking Fee $ $ PERMIT FEE $ �'3• d 91.1 23.00 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 ,V CAI—\ Solar or heat pump water heater 23.00 eMULTCtJ�T. Water piping 15.00 , SPECo-Y Each gas water heater or vent 15.00 S� ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 JS (JO Building sewer 15.00 Mobile Home IS G I @20.00 AMOUNT RECEIVED $ DATE RECEIVED. q 23 O3 RECEIPT # �Jgsy' 44 EX. OCCU . OUTLET OR FDTTURES PERMIT FEE/' '-,-O ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V 2oa+ORoR LESLEsSs 23.00 Main Service 200A TO 1000A 43.6.00 NEW CONST. DWELLING OCCUP. SO ' 0x: OR'rC— a ACc. BLDs. NEW—in ' n n eMULTCtJ�T. 1-7.50 W C-7.501 EX. OCCU . OUTLET OR FDTTURES BZ i .50 �Ds P6i)eEx. Occup. oo A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mier_ Wirinn 23.00 PERMIT FEE $ MECHANICAL PERMIT Heating Cooling Hood . Ventilation a Fee 1 20.00 1 6.50 PERMIT FEE $L e • V Mobile Home Installation Fee $ Energy Inspection Fee $ `W2 `A�:.i PE TOTAL FEE $iaiw This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date — PERMIT EXPIRES ON Date I I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES oWNER�II Y'C1/1 �oc� i v1 '�ris�, 1 r �2hYl[� �1 i t� PROPROSED BUILDING USE .C�' l�Y� 1. BUILDING PERMIT FEES - - — — - --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 1 1 2. SCHOOL DISTRICT FEES Drw'i 6 l� (paid at School District Office) (form available after Plan Check) ✓ 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ A.P. # 03(0 -- DATE Olaq C RECEIPT # DATE REC. Units Commercial (sq. ftg.)..... - X $0.03 = $ _ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES . 510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE / $89.00 (paid at Building Division) V 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dur* the plan checking process. APPLICANT DATE — Z 9� D-? Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BALANCE OF FEES SH= DATE: & I E)—•() CD PERMIr : ASSESSOR PARCEL #: n y ` 0�q- 0NVNER'S NAME: 6 i e bre ch FEES; (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE:- COPIES EE: COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ oTHER �l $ I0a ®aD OTIM $ VALUATION - IF BALANCE OF FEES ORADDIIIONAL FEES: TOTAL VALUATION: S ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL .,4 S5 � Oh 1 � ncgt,- M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.'1L2i96) APPLICATION AND PERMIT 6;3-0/75 ASSESSOR PARCEL NUMBER 035-330-04' ZONING AR 5 BUILDING PERMIT OWNER Oie '.�,_a hNathan TELEPHONE 517-0663 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1AA20 CONTRACTOR'S NAME Ocmer TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ = Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23-00 BUILDING ADDRESS Foothill 1/ Energy Plan Checking Fee $ $ T UI -C, PERMIT FEE $ 23.00 NO. SUBDIVISIONS E PARCEL MAP %LOT PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome §I Other SPECIFY 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 \] Installation ❑ Other ❑ Describe Work: VT4Ii Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home @20.0000 PERMIT FEE S 330.00 7700:., &DI:"[.g _ 1 Fi, 025D SRA ELECTRICAL PERMIT Filing Fee 20.00 OOOV GR LESS Main Service 2o.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.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: ❑ 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. to 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. ❑ 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 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 those provisions. //++�� X �. Date — 2 " V Signature of Applicant - JkOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO ,000A 46.00 NEW CONST. DW NG OCCUP. so OR ADDNS. ( 8 ACC. BLD S. 3.5¢FT. N" N'.RESD. MULTI -OUTLET @7,50 OUTLET OIROWELER APPARATUS 8 . zo (9 1.00 Ex. OCCu OUTLET OR FDRURES BAL @ .50 FIXED APPLNS. OR Ex. Occup. 5.00 ourLErs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.0020. QO Misc. Wiring 23.00 PERMIT FEE S 63 , QQ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ COLT. TYPE TOTAL FEE $ 166.00 HA p. ES IMP I FLOODC v F I PAR71 PD / HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees ave been paid. ^ By Date PERMIT EXPIRES ON ee Receipt No. WHITE-D.D.S.-B.D. CA A - SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Ir " ; COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 r PERMIT APPLICATION DATA SHEET OWNER: (� 1 �a� f ��C. ASSESSOR PARCEL NUMBER Proposed Building Use: 4 . H. . Counter Technician: Date: ° �. 2- ' 03 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ' ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate"— (D) riplicat � r- " (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 Remaining items needed to issue the permit. (May require additiona ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet....... ent of Intent for Non -heated and A/C Buildings ............. anita ion and plot plan approval from the Environmental Health 7 City of Chico Plumbin receipt of the following items.) ............................... ............................................................... epartment of Forestry plan approval [la-15aid. Sent. by: ❑ 19. Planning approval for (A) Use: C>kl__(B)Parking: (C) P c I Check: 2 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... oachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). . Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... %RN27. Recorded copy of AgriculturalAc a ement ............................... �.... ❑ 28. Manufactured hom c earance............................................................... xtst� .a ions and/or expire its ......................................................... / V;3 Other: _ issued Telephone ,� nd hold for pickup. I have been f the above itemsand reuirements for obtaining a buildin ermit. Applicant: 011(6C.�"I/1 ✓Gad ,Y/�( L� Date: 1. Index permit application for the abov items 90mbere Plan Check Letter 2. Additional items required •� Contractor, designq; ovine as advised c e a ove data phone, ❑ mail, EN counter, by Date: Contractor, designer, owner, was advised of the ab ve d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Q�'J� Date: ?4 t Structural reviewed by: Date :_(121Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division 9 , 3 a'L4 t L E.N. USE ONLY Piot Plea dttecho Flow Man Attached sent to G.D. I — _ l,*_ TO: Building Department FROM: Environmental Health SUBJECT: --'Sanitation Clearance Qt Owner Location AP# Plan Approved for: Sewage Disposals Water Sup ly: Pu lic Private Wei' \- Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health vecialist 8/96 r 1--23 Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-1541 -- PERMIT No. (Rev., 2/961; APPLICATION AND PERMIT asse'soRPraee.HUMaai ^ 7 30 _ (Dq ) _I _7q m^"►+a f BUILDING PERMIT owREa Al r 7EL&MOHE 663 617, SO. FT OCC. BUILDING VALUATION . awrrsis HAe,wa Aoc ALL eottrRacrn / � r T�FpHOHE =Nn;A=RS MW= ADDRESS 7 OOH57R =CWLFN m uamms M M AD:)M= Fireplace Total Valuation $ ARM= OR E MRSE t UCEm HD. Firm Fee $ ARM= OR 8MM= MUM AM= Permit Fee $ Plan Checkin Fee $ — BUIUM GAWRESs � o Energy Plan Checking Fee $ $ PERMIT FEE S LOTN4 6UBOMSIONB NAME PARCEL MAP PLUMBING'PERMIT Filing Fee 20.00 USEOFSTRUCTURE j l .3 —A SF O Duplex 0 Mobilehome Other sPE Each T 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 D Remodel D Utilities Insta�etion O Other D I Gas in stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home @20.00 0 PERMIT FEE S rp " CTRICAL PERMIT Filing Fee 20.00 Service wxoowil OCR L 29.00 S (� �(✓ ®'� i �� O 2,� L� *MMiT FEE P. AM $Cij (j S�Mobile � SHOUFF $ Qm $ $ AMOVNT RECEIVED $ � iR�T " (� TOM !m ZNTO COMMCO Service 21VA 70 IOWA 46.00 ORmu� • ° a A° cc m�• 9.5Csm KEW GMT. FE �ID MULTI-cu%srea Iso Oocu . OUnET OR MURESmaFO®APPLNS. OROeeu . DlmEts R 5.00 or Service 29.00 Home Facilities 20.00 p— Mise. Whin 29.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy nspeconFe $$ 00m.rim r FEE � HWFV JVI taSUE This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By . Date PERMIT EXPIRES ON ere RrmrE- Na NnH'1ITED.D.S.•B.D. CANARY-ASSESSOq PINK -INSPECTOR GOLDENR00-APPLICANT O.B.-1 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 09 NO ❑ 2. I HAVE K HAVE NOT ❑ 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: PROPERTY0VVWER:J1A Azrl / SOCIAL SECURITY NUMBER: `, "� DATE: 1-2-2--0) NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the r 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 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 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 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 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 '$300 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 cant' 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" buildin 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. 4rely, t l C. Vi ira, C.B.O. r, Building Inspection NOTE. Thu Owner -Builder Information & required by Section 19830 of the California Health and Safety Code. OVER ANDAVPEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 13 -Nov -2001 2001-0052559 Has not been compared with original BUTTE COUNTY RECORDER 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: Date N�oyW` met PROPERTY OWNERS: i State of California County of 3u On laiti' IZc40k before me, _ % - . \ - personally ap eared' 4�ovar\e�-C�'essrnlr,� Personally known to me oor proved to me on the basis of satisfactory evidencDe to be the person whose name( subscribed to the within instrument and acknowledged to me that he>i�h /thr-Y executed the same in he /their authorized capacity(JER), and that by hbo/t=ir signature(4 on the instrument, the person(&) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature-;� Seal:TJ;.•.. ANITA GREGORY v� COMM. 11195795 NOTARY PUBUC-CA M1111IA Ca A.P. # .9 J � -33.0 -o 4 3 a COUNTY OF BUTTE w Comm. Ex I�ee Se t 6, 2002 State of California County of ,fti7y 0n //—/.- O/ before me, �,�,,,,,e��e�Si%i,✓ a Notary Public, personally appeared ItAv�An/ Gi�SdP�C'�T 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 that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. WITNESS my hand and official seal. T RICHARD FEUERSTEIN COMM. #1299529 Notary Pub 1 i c NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY FORN� My Comm. Expires Apr'f 23, LaQ 4 THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• BEING PART OF NORTHEAST' QUARTER OF SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 36 ,AND RUNNING THENCE WEST 66 RODS; THENCE SOUTH TO THE NORTHERLY LINE OF THE OROVILLE- WYANDOTTE ROAD; THENCE SOUTHERLY ALONG THE NORTHERLY LINE OF SAID ROAD TO THE POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID ROAD WITH THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 36; THENCE NORTH ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER OF SECTION 36 TO THE POINT OF COMMENCEMENT. EXCEPTING THEREFROM THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED EXECUTED BY J. A. BUMGARNER, ET UX, TO THE COUNTY OF BUTTE, RECORDED JULY 10, 1925, IN BOOK 195 OF DEEDS, PAGE 289, BUTTE COUNTY RECORDS AND MAY 22, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-22622 AND RE-RECORDED OCTOBER 27, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-49259. PARCEL II: BEING PART OF THE EAST HALF OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, M:D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING 'AT THE CENTER OF SAID SECTION 36 AND RUNNING THENCE SOUTH ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36,-A DISTANCE.OF 15.71 CHAINS; THENCE SOUTH 89 DEG. 20' EAST TO THE -NORTHERLY LINE OF THE OROVILLE-WYANDOTTE ROAD; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID ROAD TO THE SOUTHWEST CORNER OF THE*WYANDOTTE CEMETERY; THENCE -NORTH 70 RODS, MORE OR LESS, TO THE - LINE OF THE PROPERTY OWNED BY F. CORNEHL, SOMETIMES KNOWN AS FERDINAND CORNEHL; THENCE WEST ALONG CORNEHL'S LINE 23 RODS TO THE WEST LINE OF THE NORTHEAST QUARTER .OF SAID SECTION 36; THENCE SOUTH ALONG THE WEST LINE OF SAID NORTHEAST QUARTER OF SAID SECTION 36 TO THE POINT OF COMMENCEMENT. EXCEPTING THEREFROM THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED EXECUTED BY J. A. BUMGARNER, ET UX, TO THE COUNTY OF BUTTE, RECORDED JULY 10, 1925, IN BOOK 195 OF DEEDS, PAGE 289, BUTTE COUNTY RECORDS AND MAY 22., 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-22622 AND RE-RECORDED OCTOBER 27, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-49259. CONTINUED DESCRIPTION - CONTINUED PARCEL III: COMMENCING AT A POINT ON THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., 15.71 CHAINS SOUTH OF THE CENTER OF SAID SECTION; THENCE SOUTH 89 DEG. 20' EAST TO A POINT IN THE NORTHERLY LINE OF THE OROVILLE- WYANDOTTE ROAD; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID ROAD TO THE POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID ROAD WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE ALONG THE. WEST LINE OF THE SOUTHEAST QUARTER OF.SAID SECTION 36 TO THE POINT OF COMMENCEMENT. EXCEPTING THEREFROM THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED EXECUTED BY J. A. BUMGARNER, ET UX, TO THE COUNTY OF BUTTE, RECORDED JULY 10, 1925, IN BOOK 195 OF DEEDS, PAGE 289, BUTTE COUNTY RECORDS AND MAY -22, 1992,iUNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-22622 AND RE-RECORDED OCTOBER 27, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-49259. Mobilehome Manufacturer:. k L" II11 o 1401n �0_5 Manufacture Year: Cf o If other than single wide, furnish Setup Model Number: Width: l Lf (ft.) Length: % C, (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation gradeN] Other: SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 ................................................................................................ Main Beams ............................................................................................... Line 2 -.Line 2 Line 1 Line 3 ,• Line 2 Main Beams - Line 2 ................................................................................................ Line i ............................... ..................Eine ine 3 Tag or Triple ine 4 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front) - Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` May 1995 8.4 M.H.I. -2 1. Owner's Name: V a th ail (51 e s hre (- lg 2. Assessor's Parcel Number: 0 � (A ' � 3 0 Q,q 4 3. Installer's Name: ! V Q r ti a n 4. Is the site currently under permit? Yes[ ] Noi�] Permit No. 5. Is the site an existing site? YespQ No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? ) 0 U Amperes. 7. What is the mobilehome site circuit breaker rating? 10 d _ Amperes. 8. What is the electrical rating of the mobilehome site? /00 Amperes. 9. Is the main service remote from the mobilehome site? Yes[}] No[ ] If it is, what is the rating? ;L0 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[x] If yes, please identify the load and size: a) The mobile home site: Load- . Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[>q None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: l " inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?zS- (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION 1 • r May 1995 r 8.5 AMERtC 4 ti ri Mid Valley Title & Escrow Company 601 Main Street, Chico; CA 95928 (530) 893-5644 FAX (530) 893-3428 CALIFORNIA MANUFACTURED HOME SELLER/BUYER ESCROW INSTRUCTIO TO: Mid Valley Title & Escrow Company 601 Main Street. Chico, CA 95928 Date: August 23, 2002 .. Escrow Officer: Dee Palmer Escrow Number: 200154DP Telephone No.: (530) 893-5644 Terms of Transaction Buyer has deposited to escrow by Personal Check the sum of $ 15,000.00 To Complete the Total Consideration of $ 15,000.00 Buyer herein is purchasing from seller the manufactured home and accessory structures described below and will 'nand you or cause'to be handed you the consideration as follows: 'Certificate of Title and Registration Card, as applicable,. issued by State of California Department of Housing and Community Development (hereinafter referred to as HCD) covering mobilehome described as follows: Name of Manufacturer Date of Manufacture Tradename: Size Serial/ID Number(s) License/Decal Number(s) DOH/HCD Number(s) - SKYLINE HOMES 06/26/91 :KNOLLWOOD : 14 x 66 :14700125E LAU2618 ULI336053 Located at: 4439 FOOTHILL BOULEVARD, OROVILLE, CA 95965 REGISTRATION AND CERTIFICATE OF TITLE: All registration cards and the Certificate of Title are to be deposited into this escrow by the legal owner, junior lienholders and the registered owner, and dealer as applicable. The registered owner shall acknowledge in writing the amount of the commission to be received by the dealer for the sale of the mobilehome; the registered owner shall release all of its ownership interests in the mobilehome by furnishing the escrow holder with a Bill of Sale or a Power of Attorney naming the escrow holder as the Attorney in Fact who shall release their interest at close of escrow when: Payment of a specified amount has been paid from the escrow account, if any, in accordance with the demand or instructions from the registered owner when the registered owners have agreed to receive a Note and Security Agreement for all or a portion of the funds required to satisfy their registered ownership interests and shall be shown as a Secured Party as separately set out in these escrow instructions. The seller/dealer has agreed to receive a Note and Security Agreement for a portion of the funds required'.to satisfy their interests and shall be shown as a Secured Party as separately set out in these escrow instructions. REGISTRATION AND OWNERSHIP: The parties herein will execute the necessary documentation to effect the registration of the manufactured/mobilehome described herein and the necessary documentation for any cash equivalent if applicable. REGISTERED OWNERSHIP AND VESTING: NATHAN GIESBRECHT Current Address : Future Address' :4439 FOOTHILL BLVD. OROVILLE, CA 95965 ADDITIONAL INSTRUCTIONS ATTACHED HERETO AND MADE A PART HEREOF My initials below represent my agreement and acknowledgment of the foregoing. Seller Initials: _ _ Buyer Initials: _ _ Page 1 SITE PLAN REVIEW APPLICATION Date: �'�-- 2- — 0 Z AP# D r� t. 9 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: G% 6S >SIZeGH i �' NATH A 1 Owners Address: Telephone No.: P % 6 PD Situs Address: Proposed Use: Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other is Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): O' ❑ Single Family Remodel CoG�F�+ j y o�� c®,�0 coCm�O Q� �j ❑ Commercial Remodel ❑ Industrial Remodel a Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) IN Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date ) `L—1 1-- 0 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) 10 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: I O 25 Index Date: H ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) E]Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit , ❑ Minor Variance ❑ Variance ------------------------------------ ------------- — ---------------------------------------------------- f ------ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A re — Cj Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways//'Fire Prevention Subdivis' n Map Front C L / Side © 3� Side Street / Rear Height j Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 • 'Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Cbeck with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 10 Deeds: Date of Creation:d 2 Legal Access Provided: ❑ No ® Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly. Maintained Road: ❑ No IN Yes, Road Name: F0C) +J 1 Complies with County Standards for Deed Creation: No ❑ Yes Comments: t✓ Eati ', o 001-23014 ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: . " Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance 'with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 01 Page 4 of 5 ❑ -1 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Review Ldoc Page 5 of 5 ��.,�,,vs,� For Alat�1gn U e5 _ i 0Zag !� qll ' �N A }� 0 3 �r-\rgEb BY i"'; F3lJTTE CO. FIRE QEP'T. 1 G DEPT- of FO?ESTRY ' CALIF. DE. G [,ttEd ved3ubi 1 t' approved with conditions r att he sheet • L%C 3 j Y Date Signature ,a ALS. S����DE C4ES EA� ® S De AND p`qER�A�O� ® . '30 Ff. FRO �R URES AND A SET DADPrt .TkAF e r: pE�®1' -TFINF SRA-L I3E Ff 34 _9L . r1VeWay" —s� AND utjANG• s Cti, ORA? F°� fy Leach field a i �1w % keptic TQ , �a�osgLt ' Electtfi al ��� ;, �..t .rr.,•y � fwd fi ,�-yt?,Y t�� �, "" �` '��2�F� � ,.4�£. 4 r�',,. "� _ ,F �I y,ti�! y%i. f,ry i.: � -�- , T w ?,�� ar.,..., .�iv:'a`�.. K r ��_T �� . f . ` . • r , n riveway To E wafih q4 bies brec h t AP � APPI,OD RubeV" Coun rOnmental %am - a3- S Leach field House Septic 1 QOC) .I�loh��e H��ne Nl) Forl' fi ooTh 0 l 6 /Uc1 AP 63G33Do'iq CDF FIRE SAFE REQUIREMENTS 6,3.34V 6 3 -6 1 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. _ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards; annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appartemant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway.shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- lr 100 feet radius; 2 feet to those from 100-200 feet. (W 2. The length of vert is al . curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 'f�L 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot .taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -?.-, AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [' I 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300..feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the,roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for. Structure Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f _ial inspection of a building permit. . Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ( ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0t of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials a�4, Date Signature Page 3 of 3 y i AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ( ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0t of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials a�4, Date Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appartezant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 �pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [W 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1 -fl 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [YJ 1270.10 Width. All driveways shall provide a minimum 10 foot I traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page, 1 of .3--. 1 r AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the J� roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be a used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fL-tal inspection of a building permit. Page 2 of 3 3� 3 '3 n 017f' C2 /l�-S flz& 7- AP # PERMIT # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed At of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials � 17�11XJ Date Signature Page 3 of 3 •y t 1 ,7 3� 3 '3 n 017f' C2 /l�-S flz& 7- AP # PERMIT # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed At of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials � 17�11XJ Date Signature Page 3 of 3 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS 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. License Class : License Number: Date: �_ Contractor: 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 01 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business arjd Professions ode Dale: f, Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy 0: A11-1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the 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 those provisions. Date: 3 —v S 01, Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BPO50451 Issued Date: 03/23/2005 APN: 036-330-044-000 Site Address: 4497 FOOTHILL BLVD ORO Map Index: Description: new mh, new site, tie downs Owner: GIESBRECHT NATHAN & YOVANEE 4497 FOOTHILL BLVD OROVILLE, CA 95966-9313 Applicant: GIESBRECHT NATHAN & YOVANEE 4497 FOOTHILL BLVD OROVILLE, CA 95966-9313 Contractor: License #: Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: �'7-5�5�1 �132� • �1'� �as3�s�aC, CONSTRUCTION LENDING AGENCY This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or 1 hereby affirm that there is a construction lending agency for the 6 Reso on t or 'ndlcated ove for Which fees have been paid. \� performance of the work for which this permit is Issued (Sec 3097 Civ.) Name: By: PERMIT EXP ON: /y Address: _ (Dale) O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: / 1F du*l wf &J� v l rP�7'/� "L Signature: ��--� Date: .� ^ �'/ _0 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor D. 1.. Cullulml rannn v I- I-- vH I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" OWNER Last Name r / e /* " [Jro Name / -} /_ 1 V / I gn %First le ol-I' y I) l 6 (V Address q q CI � City ORO State 64 Zip q S- q 2 p! Phone q 30 J � b'7 Fax 15 � L— L' 7 E-mail APPLICANT NAME CONTRACTOR Name S e Cho n cic�' Address � City State Zip Phone Fax 1 E-mail Lic. # spa tPO�O Page Lot # Planner ARCHITE( Name Address �S City Stag-, Zip Phone Fax E-mail State License Number APPLICANT NAME Name -ew4l ��ii lI Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X I�Wk t Le�� For office use only: Zoning `�- Flood Zone Cross Street r! w R VI/ (m o N e SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. B116�5_0 y BIN # LOCA/TIION AP# D `7 0 U Property Address L,ct"I q 1 -Uot� %' City rQ 1 Cross Street r! w R VI/ (m o N e WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's ,ompensation must be shown at the time of permit issuance. LENDING AGENCY Address OVER FOR SUBMITTAL REQUIREMENTS 11 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope oWork: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: / Bldg l� SRA Rbceipt #: Sheriff SMIP � 6� other Date: i5 — Total REV 7-27-04 r SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site 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 (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERI IT APPLICATION DATA SHEET OWNER: (>�Lr/�L'�%�T, / A SESSOR PARCEL NUMBER r>v Proposed Building Use: W 1+ 77L=-D6w Counter Technician: C _ Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. rV 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6, Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. )'Al 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tiedown or f d plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. )"Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner \ ❑ 14. Hazardous Material Form l jov 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: `�j 24. Planning approval (A) Use:Q�(B)Parking: (C) Parcel Check: s ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... d rN 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... �A) 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 0 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone A4t;i�7,tPQ;� ng N- and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. � c�=� Applicant:Gy,/ Date: ,?_ 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designers 9r As advised of the above data by Q�-phone, Cl mail, ❑ counter, by Date' - Contractor, designer,_owae, was advised of the above data by ❑ phone, ❑ mail, ❑ n by Date: Plans reviewed by- Date: Plans approved b : Date: Structural revie d by: Date: Structural app ro ed by: Date: - Note transfer Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER �/ , / " A -T 74AY,,1 A.P.# 0-- - 330-0 y PROPROSED BUILDING USENI �� iN STEL �� 1�9wN5 DATE 2--/ �- b -r _ RECEIPT # TE REC. � BUILDING PERMIT FEES f� � ( 3 �- -- - -- i"� -�'> - - a3ance Due ..................... $ _ - --- Additional Fees Due........... $ R .ised Plan Checking Fee.... $ r � 'S HOOL DISTRICT FEES f — --- - .— atd at School District Office) (form available after.Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... Sq.Ftg. 4. URBAN AREA FEES X $0.03 = $ (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Co ercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 0. CREATION DISTRICT FEES��l7=j2 aid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510 paid at Building Division) . SRA FIRE INSPECTION AND PLAN CHECK % at ai Building Division) L- 8. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Corr�u�ercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Z —1 f-- O Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM A" (One form per Building) 14fi �an �a W School District Building Department No. A.P. Number,Jurisdiction: city County dAlk-- — Property Owner jnlDo ec 'yo 'F iiv Property Locatlon/Address Subdivision Lot No. Qs-- Nnl' .......................................................... .. G ....................... . ............. 01 I Sq. Footage Residential Development FK-� Ee N --Zf� Addition/ Supplemental to (Gro6p R) o Living Mobile Home Units Installation Conversion Permit # *(No foundation Inspection) ....................................................................... ............................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial District Identification* No. School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) i' . � 41 L4 qcl (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ k "D representing (o6 square feet. JAB2926 $ IFULL MMGATION School District Representative Date Paid by Check # Remarks: 3In �'S 0 O.Ar Lk q cou a4 C'I 0 - 350k 1211 Notice: You may protest the Imposition of the fees klentifled above by submitting a written protest to the Dlsr In compliance with Government Code Settlor 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written protest will'prohlbit you from challenging the Imposition of the fen In any court action. ff, subsequent to the School District Representative signing this Butte County Schoch Impact Fee Certification Form, the School District Is - noffled by go applicable Local Planning Agency Met this project Is being ravlawscl under do California Environmental Quality Act (CEQA). this project may be su*d to addillonal school fess to fully mitigate. Its Impact on the school district's schools. Yellow (building department), (10/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM f r EATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) Project Location /A Subdivision Name Building Permit Number New Development Alteration/Addition(s) p/ Mobile home Assessable Sq. Ftge Type of Residential Development (check one) Demo Permit (date issued Comments: Ghll21 h Single Family -Detached Non -Residential to Residential Mobile home replacement f, Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department E'FRRPD ❑ CARD ❑ PRPD D DRPD certifies that: A.JGthqA�3y �9q tl6 Applicant Name Phone Number "R7 Fu o1hil 1 j5 lvd cvto CA Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of- f Dwelling Units @ $ pao O 0 per unit for a total of $ g� $�, n Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paid by Cash: Receipt No:1633-3 `j 2 4 2 d Recreation and Park District Representative Date UFORMSWILWNG FORMS\park-rec standard form rev l .doc ' :f •'_ _ ' ?� iw.x.�R.i. ' :.F.1 � 'R^': `� _ r ��z( y _— f flPo .'}moi Ls�., _>`sc-"!.�:� •r-c>� NE ..max. 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 prove major labor and material for construction of this proposed pro a improvement: YE [ ] NO [ ]. 2. V ] HAVE NOT [ ] 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: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: if 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: PROPERTY OWNER: 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. Rev'd 1l/420D4 Butte County Department of Development Services ADMINISTRATION' BUILDING ` GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 bar 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. S' carely, /W Mic el C. Vieir C.B.O. M ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 5 A"JeLIc w0f�,- Department Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 ;FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACRE1 Project Description: N vit i+ S i 7—i5— '-/ Ls IDS o,_/ S Project Location and/or Parcel Number: Q I(�— 7 3 0— 0 q 4 Ltggq F-othil/I 131vd By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided bylaw. Signed:,//�/(,��/G Title: 6r 14/ h le r Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 N SITE PLAN REVIEW APPLICATION Date: 03 9 Z,AP# a36 3 30 Permit Number (if applicable) Q 5-- og57 1 APPLICANT INFORMATION Parcel Size: I �• > 2 �'�- 5 Owners Name: ""`'" Owners Address: YL (7 -? $7?4 G Telephone No.: , l� I . �y ►�ja! Situs Address: Proposed Use: Residential ❑ New Single Family Residential Single Family Addition ❑ Single Family Remodel Mobile Home Residential Accessory Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ' ❑ New Industrial . ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building J% ❑ Other: Brief Explanation (if necessary): 0 DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved' By YDate p 0 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.:(�Od7(-l�a�S Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance —---- —------------------ ------ —------ --------- ------------- ------------ ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Atel-9 — 5 19- A+K Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets && Highways Fire Prevention Subdivision Map Front � � Side /01 Side Street Rear Q 1 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road_ ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By II Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: No ❑ Ye Comments: itParcel Deemed to be legal Verify Legal Parcel F❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.RC. 4290 KE ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control 'fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IN Page 4of5' x 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:V-arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 04/162004 -11:27 FIDELITY TITLE OROUILLE 4 5382140 NO.747 P03 STATE OF CAUFORNIA - BUSINESS, TRANSPORTATION AND MOUSING AGENCY ARNOLD 9C141WARZENEGGER, Oovemo► —_—_._..� .....—_—_.....� _......--.... -- DEPARTMENT OF-HOUSING-AND-COMMUKTY DEVELOPMENT �stroc CIVIwan of Codas ails Monday& Title Search litaEr� AaWFhnted-: 04/-13/2004-n�1(� / I Decal•#: LAS -19,12- UwCode:` SFD� d 1-( — Lf o0 I`7 Man fa lure 0953a FLEE w I T OOD Tradename: SUNPOINTP ModeL•- 4603A - Manufactured Date: 0g/16/1990 Rexistr-ation Exly First Sold•On. . • 1.01-ML990- Onpinal Prtce Code: AKT Rating Year: Tax Tyw. - - LP fl Last ILT Amount: Date-ILT'� Fee -Pail}:-, ILZExemption:.. NDNE Serial Number HUD Label / Insignia Length Width CAEUXA1202a&T. RAD55.9161-- 60' }4� - CAFLL17B12028ST RAD559162 60'. 14' ' Register€d-O�vner: N-ATHAN-GIESBRFs�HT 4439 F0071-11LL 131. OROWLLE, CA- 9-5966_. , Last Title Date: 01/07/2003 Last-Re&Cerd: 01/47/2003- Sale/Transfer Info: Price 516,000.00 Transferred on 11/1212002 Situs-AddTss: 2928-HAMMONTOKWARTSVILLE RD -R 49 MARYSVILLE, CA 95901 Situcounty; YU,,BA Title -Searches: FIDEUTY-NATIONAL-RTLE- 455 ORO DAM BLVD SUITE A ORQVILLE,CA. 95465 Title File No: 105107 �p.� END-OF.T1-TLF_SEAROH-*+�«.. 04/16/2004 11:27 FIDELITY TITLE OROVILLE 5382140 NO.747 D02 � v STATE OF CALIFORNIA • BUSINESS, TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER, Govemor DEPARTMENT OF MOUSIN&ANA-EOMMM�TY DE-VEtOPW*T SING q�• _ oNlelon o1 COM 444 Stender* Reji3WIap knd.Thling P.O. Box 1828 Seoamanto, CA 95812-1828 3, a Y R%j Apr 13, 2004 File #: 105107 FIDELITY NATIONAL TITLE Decal #: LAS1912 45SORO. DAM_BL1/D-SUITE A- OROVILLE, CA 95985 ID #: CAFLL17A12028ST Make: SU TE Your title search request for the above described manufactured home/ commercial modular has been received_ The -attached -title. saarch-reflects-the-status-of-this- record-a&of the- date -of. this -notice- V z 0 0 w co a r - (S) N Illm 00 m L0 m E—Z TIE DOWN SYSTEM SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' MIN. / 11' MAX. t - - -- — VARIES 10'--7-7' ----- ° DESJGN (AADS: fav rtE (r( .. �~~ � - [ EVENLY SPACED BETWEEN *WIND LOAD -- 15 PSF E -- - - - E '. THIS TIE {TOWN--SYsTE+A - JS -DEStGNE-o..To-BE-COfvST#iUCT£i9-ON A_..._...-_-.-.---..__..........._ .._ . FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. A Im MINIMUM SOIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH MINIMUM��- SOIL BEARING CAPACITY OF 1000 PSF. 2. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AN) SIZED FOR THE LOADW1� AS SHOWN IN THE "MANU�ACTUREO HOME INSTALLATION INSTRJCTIONS 3_ IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DS) CAN OCCUR, /j MANJFACTURED HOME SHALL BE READJUSTED WHEN US EXCEEDS 1/4 R ", v\ OR W14EN WILL ADVERSELY AFFECT MOBILE HOME UNIT. L, THIS PLAN IS INIENDED TO BE USED FOR MANUFACTURED HOMES O UP TO (3) SECTIONS IN WIDTF. CONTACT THE DESIGN ENGINEER FOR DESIGNS OF MANUFACTURED HOMES OVER (3) SECTIONS WIDE. 5. STRUCTURAL STEE_ FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATEO-ASTW A35. BOLTS=ASTM A307. E. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING ,• LOADS: HEIGHT HORIZONTAL VERTICAL UPLIFT '.•;; FES Is 8" 2010 1 b 6000 (1b) 891 (Ib)--*"` 21" 1825 (Ib) 6000 (Ib 801 Ib) } 25" 1510 Ib) 6000 (1b 664 (Ib 28" 1419 Ib 6000 1b 629 (Ib� 36" 867 Ib � 6000 �1b) 385 (lb) 7. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL BE PROT COATED. e. WHERE STAND IS PLACED ON A CONCRETE SLAB, USE 112- CONCRE EXPANSION ANCHORS TO SECURE THE STEEL FRAME TO THE SLAB. �. �� rij' , THE PLASTIC BASE PADS ARE NOT REQUIRED. 9, ATTACHWENT METHODS FOR "C" do "J" BEAMS SHOWN ON SIfT-. 12. 10. THE LONG DIRECTION OF THE E -Z TIE PAD (37") MUST BE INSTALLED PERPENDICULAR TO THE CHASSIS BEAM. AHESCO-GUS GUARD COMPANY 5851 FLORIN -PERKDISROAD SACRAMEWO, CA 95823 PH: (800) 382-8831 ' FAX: (916) 383-5207 IT, 'Te ❑ ❑ RIDGE BEAM SUPPORT AS REOUIRED BY MA)tUFACTURER C1 TYPICAL) D ❑ ❑ D ❑ Al -Z TIE SUPPORT PAD / (TYPICAL) , r D ❑ CHASSIS BEAM SUPPORT PIERS --SIZE AND SPACENG AS REQUIRED BY THE HOME MANUFACTURER. LENGTH OF HOME NUMBER OF E -Z TIES 1 S" HT 2i " HT 25' HT 28" HT 36" HT 40' 4 4 4 4. 6 50 4 4 4 4 6 6O' 4 4 4 6 �4 8 4 4 6 8 70' 4 6 6 6 10 APPROVED Ta SUBJECT TO CORRECTIONS r,OTED r Approval does not auftorise Or ar1+row, any or*sbn or deviation front requuments a applicable State laws and regu,ations. State of alh`rnia Departmen ou sing apd Communi), Develepment SI ODS 10 ST.ar�1}ARt:iS Sy Date Date Io � a 3 ignat �/� SFA NO This Plan Approval Expires /! -?0-r- �y 1 THIS TEE DO gYSTEM MEETS THE REQUIREMENTS OF SECTION 1336.3 SUBSECTION ;a). W&NE T. POLVADO. PE -LISTING. NO. 99001 SHEET i of 3 N m W (7 Q IL r - (s) m N Ifi m !b m Lo m 2"x2"x3/16" STL. ANGLE 3/8" CAD P,ATED BOLT, NOT & WASHER COUfiTER HO4ED FLUSH WITH BOTTCM (8) REQUIRED 1/4" STAND BASE ABESCO ABS PAD J503 (4) REQUIRED DETAIL "A" CHASSIS FRAME f/4- GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC—A!07 x d" BOL- WIT14 NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER ROLES AND 3/8" THICK TOP PLATE 02" SCH 4C PIPE STAND WITH TWO 01/2" ADJUSTER HOLES A3ESCO ABS PAO 9503 STEEL FRAME —\ 01/2"x 3" C.R: LOCK PIN WITA 01/8" BRIDGE PIN 1 1/2" DIA. HOLE (8) PLACES �-- 10.00 —.-f 0 )41 10.00 o 09/16 HOLE (TYP) STAND BASE TOP VIEW 1/4"x1-1/4 TEK STS (2) REQUIRE 1/4" GRIPPER BASE 1/2" A307 SOL (4) R_QUIREO 5851 FLORIN - PFBJM4S ROAD SACRAhaMO, CA 95923 PH_ (800) 382-8831 FAX: (916) 383-5207 T, I - " 18.75 TOP VIEW 1 1 /2'x1 1/2-x3/16 x2" T -S. (4'DP 5' (4) REQUIRED �/���/// 4CS SIDE VIEW / " H "C" FRAME COACH "J" FRAME 1/4"xl-1/4" ;RLPPER T£K STS ATE (4) REQUIRED INNEL -1 " A3D7 2 REQUIRED (2) 1/4" GRIPPER BASE "—l/Z" A307 BOLT (2) REQUIRED C—BEAM J—EEAM ATTACHMENT ATTACHMENT E -Z TIE DOWN SYSTEM WAYNE T. POLVADO, PE -LISTING NO. 99001 /) SHEET 2 of 3 1.50 •$ $ + ¢. 3D.00 STEEL FRAM= �-- 10.00 —.-f 0 )41 10.00 o 09/16 HOLE (TYP) STAND BASE TOP VIEW 1/4"x1-1/4 TEK STS (2) REQUIRE 1/4" GRIPPER BASE 1/2" A307 SOL (4) R_QUIREO 5851 FLORIN - PFBJM4S ROAD SACRAhaMO, CA 95923 PH_ (800) 382-8831 FAX: (916) 383-5207 T, I - " 18.75 TOP VIEW 1 1 /2'x1 1/2-x3/16 x2" T -S. (4'DP 5' (4) REQUIRED �/���/// 4CS SIDE VIEW / " H "C" FRAME COACH "J" FRAME 1/4"xl-1/4" ;RLPPER T£K STS ATE (4) REQUIRED INNEL -1 " A3D7 2 REQUIRED (2) 1/4" GRIPPER BASE "—l/Z" A307 BOLT (2) REQUIRED C—BEAM J—EEAM ATTACHMENT ATTACHMENT E -Z TIE DOWN SYSTEM WAYNE T. POLVADO, PE -LISTING NO. 99001 /) SHEET 2 of 3 INSTALLATION INSTRUCTIONS m E-2 TIE DOWN SYSTEM w 1. PIERS MUST BE PLACED ON BEAM WI-HIN 24" OF AN OUTRIGGER OR CROSS MEMBER, OTHERWISE INSTALL WEB STIFFENER ON CHASSIS BEAM. CL 2. MAKE LEVEL THE :LACE WHERE THE 'AD WILL SET, DOWN TO UNDISTURBED SOIL. ....._HE TAP- MU.5L_RE_.CENTERED_BELOW..THE•-CHASSIS -BEAM:- _. __.... _..._..... _ 4. REMOVE THE FOUR (4) NUTS AND WASHERS FROM THE STUD BOLTS IN THE PAD AND PLACE THE PIER. THE HOLES IN THE BASE PLATE WILL LINE UP WITH THE STUD BOLTS. REPLACE THE NUTS ANO WASHERS AND TIGHTEN DOWN. I -BEAM - 5. REMOVE THE TWO (2) GRIPPER PLATES ON TPE TOP OF THE PIER. START THE HEIGHT ADJUSTMENT BY REMOVING THE COTTER AND ADJUSTMENT PINS, PIERS CAN THEM TELESCOPE. RAISE THE TOP OF TH£ PIER UNTIL THE PLATE IS AS CLOSE TO THE BOTTOM OF THE CHASSIS BEAM AS POSSIBLE. PLACE ADJUSTMENT PIN THRU ADJUSTMENT HOLE AND SECURE WITH THE COT -ER PITT. 8. RAISE THE TOP PL4TE USING THE ADJUSTMENT NUTS UNTIL THE PIER TOP IS TIGHT AGAINST THE BOTTOM OF THE CHASSIS BEAM. 7. PLACE THE GRIPPER PLATES OVER THE FLANSE OF THE BEAM AND TICHTEN DOWN FIRMLY WITH THE TDP NUTS. H 1 C -BEAMS AND J -BEAMS U) S. HEAD OF PIERS REQUIRES THAT TWO (2) TEK SCREWS BE PLACED THP,U THE SIDE OF THE BEAM IN ADDITION TO ONE GRIPPER PLATE. Ld 9. FOUR (4) STEEL STAKES (SUPPLIED) ARE TO BE DRIVEN THRU GUIDES INTO SOIL UNTIL STOPS ARE FLUSH WITH THE GUIDE. a ' m N U-) m m m LOm r - N m ALTERNATIVE (2) 412 S.W.S. OR WELD (2) #12 S.M.S. ANGLE IRON 1�A xI%"X3/1r. NOTE' USE STIFFNER IF OUTRIGGER OR CROSS MEMBER DO NOT OCCUR WITHIN 24" OF STANCHION (TYP) WEB STIFFENER DETAIL ABESCCI•GUS GUARD COIYANY 5851 FL ORW - PER 24S ROAD SACRAMENTO, CA 95823 WAYNE T. POLVADO, PE -LISTING N0. 99001 PH: (800) 382-8831 FAX: (918) 383-5207 ��,` SHEET 3 of 3 0: J> ' " - ��� - I l/'j l�/o% 3 et Well' Leach field Y' dor Wathp G'es bl-eC hT J �� i L'TJ � ppLn'_.. CALIF. a �lT'(]`1EC; as Signaau�e ,+ r ALL STRUCTURES AND EQUiRMENT INCLUDING OVER A I -GS SHAL.L.. bE z :li...E; AR CF ALL E ASE: ! IF-trf .-S. A OACK ,nit aP `': �' 'i' 3(� ,Ti�� Sa"ar' M,tD 1SET 5SHA :a riveway ., �� - T"" . ; _,._ ,'T-) EQUIPME , a ,� �:: �:_ E,.c r 'OR T1 i 2 F LAVE :ii:/ER . UNIG. y et Well' Leach field July 14, 2003 Nathan Giesbrecht 4497 Foothill Boulevard Oroville, CA 95966 CERTIFIED MAIL counN LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Re: Minor Use Permit, MUP 03-09, AP# 036-330444 � 02 Mr. Giesbrecht: Enclosed is your validated Minor Use Permit, No. MUP 03-09, to allow a permanent second dwelling unit located on the north side of Foothill Boulevard, approximately 2,000 feet west of Dunstone Drive, at 4497 Foothill Blvd., east of Oroville. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Roni Thornton Office Assistant H Enc. cc: Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry (gld) Larry Painter -NOTES r. RESIDENTIAL 036-330-044 03-1573 PERMIT NO. GIESBRECHT, NATHAN 4497 FOOTHILL, OROVILLE DECK EXTENSION e 2•-3 y 2-e SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ±� SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS =r SUB -STANDARD HOUSING LETTER r OFFICE COPY r Address GAS Date_ Meter By �� Y ELECTRIC Dat Meter By a t i r JOB FINALED (Da �� v Signature J=OK 0 = Not OK Not = Not Ready ApplicaDIQ 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/0 -Concrete Elec. Bonding; Metal w/5' -Circulating Equip. -Heater 4. Water; Location -Test -Easement Needed (Sketch) 9. Health Department Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Enclosure; Fencing -Alarms 7. Well Clearance & Disconnect 8. Utility Clearance 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date 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-Beams-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 POOLS (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- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1.. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.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 I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final:' 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound j 43. Bearing Walls over Girders & Floor Nailing r 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing 0 Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer I 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 1 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date I Card B-1 Date Card B-1 Date f Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector , ' 66. Furnace Vents -clearance -Comb; Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting - 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker, Sizes & Labels 70. Stairs & Rails - 1 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper I 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I ❑ Yes'. _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish t 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior. Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate' -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date } Card B-1 Date Card B-1 Date M Card B-1 Comments at Final:' j r GIPS re C tA-4 (D a - j D 3 INSULATION CERTIFICATE 'Job ............. N ........... &W -6f ................. *J ............... ....... ............. ........... Contractor/Owner Name Job Address (street, city, state) County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 11MENA116ya 3. EXTERIOR WALL Frame A. Cavity Insulation Thickness ........ 1. ....................... B. Exterior Foam Sheathing Material: Thickness(inches):::::: ...................... 4. RAISED FLOOR Material: Thickness (inches)::::::::::'::': 5. SLAB FLOOR/PERIMETER Thickness (inches) .................................... ............ Perimeter Insulation Depth Inches:,::*'::'::"::"::*::::::::::::: 6. FOUNDATION WALL .............................................................. Thickness (inches):`" ....................................................... Brand Name: J6hAi::M*0"le �.* .. jjf:::::::: ....................... Thermal Resistance ........... . ......13....................... ............................................... ........ Brand Name: i . ....................... *&.7!&- ........... Thermal Resistance (R -Value):::::::::::::.':' .............. I ............................ ....................................................... Brand Name:JonsManvltelKrianf : Thermal Resistance 4. ...................................................... Brand Name: ................................... .......... Thermal Resistance ...................... Brand Thermal Resistance (R -Value):: ....................................................... DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Complianc where ap licable. ............................................................. CU ........................ ns ........... ................ 0-j ................................. ........... .. ..... Item Number's Signature and Date q—/(,Qt/ Installing Subcontractor (Co. Name) or -General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 , o (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036 330-044 ZONING BUILDING PERMIT OWNER M IESBREC r NATHAN TELEPHONE SO. FT. OCC. BUILDING VALUATION dprK 336-00 .OWNERS MAILING ADDRESS 4497 FOMIU BLU, OROVITI.E. 9596 CONTRACTOR'S NAME����7�77����NER OW TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 336.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4497 FOO ELL BLVD. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 58.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Y1 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition EK Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NRS DECK EXTENSION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ REFER TO BPS 02-3428 HK 03-0175 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, 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. 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: 6 . 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. ❑ 1, 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 46.00NEW CONST. DWELLING OCCUP. OR ADONS. 8 ACC. BLDS. SO 3.5¢FT. T. NPNgOE ID. MULTI-OurLEr @7,50 POWER APPARATUS a INGLE DurtEr CR. Ex. OCCU OUTLET OR UREs BAL @'.00 500 Ex. Occup. GFlxs .ED as ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 EE1 PERMIT FEE S 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) GL 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 those provisions. X _ _ Date 5 `" Signa ure 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. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 58.00 HAz. D FEES IMP _______ FLOOD CDF _ -- PARCEL --- PO -- ND — ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat for which fees have been paid. By,+ Date Q PERMIT EXPIRES O6:N (D 5W Date Receipt No. 381828 $58.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT If y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: r - � � � ed7. ASSESSOR PARCEL NUMBER- t\ ) �� -3 _ O 61-1ZI Proposed Building Use: /V 6W >0 1 e� Counter Technician: Date-..,- w Items required in order to apply for a permit. All boxes MIDST be checked OR marked NA in order to apply. 611.. Plot plans, 3 or 4 sets, signedXy the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 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 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... �,❑�.�15. Statement of Intent for Non -heated and A/C Buildings ........................................ -, 0116. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. 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) ...................... 2O4. Worker's Compensation Carrier aid Policy Number ............................................. 5. Owner -Builder Verification (C[�iiven to owner, ❑ Mailed to owner ..................... ❑ 26. Letter of Signature authorization..........................................�......................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement.......... ❑ 28. Manufactured home utility clearance..........................................r.................... ❑ 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 / ` ) (�(Q� 7 and hold for pickup. I have been informed of the above items and requirements for obtaining a/building permit`. Applicant: �A%&41 pate: 1. Index permit application for the above itemAum �e. 2. Additional items required _ CP cfG Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter' ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, b Date: oe • Plans approved by: a ate: _Structural approved by: Date: Yellow Buildine Divisinn 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 ❑ 2. I HAVEN HAVE NOT ❑ 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: CI'T'Y: 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: SOCIAL SECURITY NUMBER: DATE:_ 5-- '� 0 ---0 2) 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 M OWNER BUII.DER IN- F'ORIVIATION.- Dear Property Owner: An application for a building permit has been submitted'in your 'name- listing youirself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the respon`sible-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 permit in his or her name. V E Contractors are required by law to be licensed and bonded by,the Statekof California and to h �ve 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 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 "$300 or more for the entire project, land such persons are not licensed 'as contractors or subcontractors, then you may be an employer. i ♦ 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, fedsral'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. t 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. r 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. 1 Y 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 issueduntil the verification is returned.. �r., Micl#ael'C. Vidirk C.B.O. M 1 ger, Building Inspection I NOTE. This Owner -Builder Information is required by Section 19830 of the Californiaffealth andllSafety Code OVER FROM: - SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. 8E GAILY Piot Pian Attached Rasa Pian Attached Sent to Owner Location AP# Plan Approved for: Sewage Disposal, ' i' Water Supply: Public Private WeI� Clearance for dwelling. Otherl�C..�l Y1S 1� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 I W4r iff4r --I k\ptz)+ I ts in Giesbrecht Scale: 1/4" 1'.0" UNLESS OTH is West Design 530-589-2640 iff4r in Giesbrecht Scale: 1/411 1'-0" UNLESS OTI is West Design 530-589-2640 5'9 S661 k*q rn be yQe _ w .. O CL r L4V m m Ls I a x�w LL o • tf1AIM 'N/N,, u�i ci �� 'Xd W Q h ° m z ?1l d1 S 9 e o "a vr 1H913H iivm(irmH/ /� . ;? C6 cc a a o tl i r 11 oC = .ti£ ,// •. 1 i m lwLLI IGm IT r f- W QCc �- LL r LO LO).� '� Liv x= C C S N x.86 •^_n . XLID N 3 mCk .9 tn O a Q X q �7 Z Y ! LIJ W .9 O �- c� N N a Lu Lu W z 3 oa � a. = x , CL. 'NIW .90 s31�l bn� DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PROJECT SCOPE: r 1z Page: 1 Job No: 2037 Date: _October -2002 Giesbrecht Residence -3 PROVIDE ENGINEERING FOR A TWO STORY WOOD FRAMED HOUSE. THE ROOF TRUSSES WILL BE DESIGNED BY THE TRUSS SUPPLIER. DESIGN ROOF BEAMS, POSTS, AND HEADERS. DESIGN THE FLOOR FRAMING INCLUDING JOISTS, BEAMS, AND HEADERS. DESIGN POINT LOAD FOOTINGS UNDER SIGNIFICANT CONCENTRATED LOADS. PERFORM A SEISMIC / WIND ANALYSIS AND DESIGN THE DIAPHRAGMS AND CHORDS FOR THE ROOF AND FLOOR. DESIGN STRUCTURAL WOOD PANEL SHEAR WALLS AND CHECK FOR OVERTURNING. DESIGN DATA: CALIFORNIA BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (f c) REINFORCING STEEL YIELD STRENGTH (fy) GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPE 6:12) COMPOSITION ROOFING 2.5 PSF SHEATHING 1.7 PSF FRAMING 3.5 PSF 5/8" GYP BD CLG 2.8 PSF INSULATION 0.5 PSF MECH/ELEC/MISC 1.0 PSF DL = 12.0 PSF LL = 16.0 PSF 2001 EDITION ZONE 3 75 MPH EXPOSURE C 2500 PSI 60 KSI 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1000 PSF FLOOR LOADING PLYWOOD 2.5 PSF FLOOR JOISTS 3.5 PSF 5/8" GYP BD CLG 2.8 PSF MECH/ELEC/MISC 1_2 PSF DL = 10.0 PSF LL = 40.0 PSF J� DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PORCH RAFTERS (4:12'PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) RAFTER PITCH HEIGHT (P) (4:12, P=4) SLOPE FACTOR (SF) TRUE PURLIN LENGTH (L) ROOF DEAD LOAD (DL) ROOF LIVE LOAD (LL) REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') TOTAL ROOF LOAD (TL) RAFTER SPACING (s) UNIFORM TOTAL LOAD (wtl) RESULTANTS: END REACTION (R) MAXIMUM BENDING MOMENT (M) TRIAL RAFTER SIZE: RAFTER DEPTH (d) RAFTER RESISTIVE SHEAR (Vr) RAFTER RESISTIVE MOMENT (Mr) MOMENT OF INERTIA (1 ) MODULUS OF ELASTICITY (E) EI VALUE (EI) RAFTER VALUES: LOAD DURATION FACTOR (Cd) MAXIMUM HORIZONTAL SHEAR (V) = R - wdl * d ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) PORCH RAFTERS: Page: 2 Job No: 2037 Date: October 2002 Giesbrecht Residence 8.00 FT 4:12 1.054 8.43 FT 12 PSF 16 PSF 15 PSF 27 PSF 24 IN 0.054 KLF 0.23 KIPS 0.48 KIP FT 2x6#2 5.5 IN 0.523 KIPS 0.847 KIP FT 20.79 IN^4 1600 KSI 33264 KSI 1.25 ROOF 0.20 KIPS 0.65 KIPS OK 1.06 KIP FT OK 0.186 IN L/ 544 OK 2 x 6 # 2 @ 24" o.c. aDDANIEL J. DOBBIE Page: 3 QProfessional Engineer Job No: 2037 20 Mayfair Drive Date: October 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Giesbrecht Residence PORCH BEAMS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 10.5 FT TRIBUTARY ROOF WIDTH (Wr) 4 FT ROOF DEAD LOAD (RDL) 12 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.048 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.064 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.137 KLF RESULTS: MAXIMUM REACTION (Rmax) 0.72 KIPS MAXIMUM BENDING MOMENT (Mmax) 1.89 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.63 KIPS FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd 2.91 KIPS OK VOLUME FACTORS (Cv) 1.115 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)".1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr"Cd' 7.25 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.121 IN DEFLECTION/SPAN RATIO L / 1040 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.065 IN CAMBER (C) C = Ddl * 1.25 0.081 IN PORCH BEAMS: 6 X 8 #1 aDDANIEL J. DOBBIE QProfessional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PORCH HIP BEAM Page: 4 Job No: 2037 Date: October 2002 Giesbrecht Residence DESIGN DATA: (TAKE TRAP. LOAD AS POINT LOAD @ U3) MAX SPAN LENGTH (L) 13.08 FT TRIBUTARY WIDTH (W) 10 FT TRIBUTARY AREA (Atrib) 41 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 12 PSF TOTAL LOAD (TL) 28 PSF BEAM WEIGHT (wb) 0.01 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 1.134 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) . 8.72 FT UNIFORM DEAD LOAD (wdl) wdl = wb 0.010 KLF UNIFORM LIVE LOAD (wll) 0.000 KLF TOTAL UNIFORM LOAD (wtl) 0.010 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.00 KIPS RESULTS: RIGHT REACTION (Rr) 0.82 KIPS LEFT REACTION (RI) 0.44 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 8.72 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 3.3 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.2 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 3.6 KIP FT TRIAL SIZE: BOISE CASCADE 1 3/4" x 7 1/4" VERSALAM BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 1.75 IN MOMENT OF INERTIA (1) 55.6 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 2.411 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 3.783 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.82 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 3.01 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.179 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.228 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.338 COMPOSITE VOLUME FACTOR (Cv') 1.181 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr) Mr' = Mr * Cd * Cv 5.6 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.721 IN DEFLECTION DUE TO wtl (Dwtl) 0.059 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.780 IN DEFLECTION/SPAN RATIO L/ 201 PORCH HIP BEAM: BOISE CASCADE 1 3/4" x 71/4" VERSA -LAM OK OK aD DANIEL J. DOBBIE Page: 5 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Date: October 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Giesbrecht Residence SECOND FLOOR JOIST AT BED/BATH OVER GARAGE SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) 20 FT JOIST SPACING (s) 16 IN LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) 10 PSF UNIFORM LIVE LOAD (wll) 0.053 KLF UNIFORM DEAD LOAD (wdl) 0.013 KLF TOTAL UNIFORM LOAD (wtl) 0.067 KLF RESULTS: END REACTION (Rdl) (DL+LL CONDITION) 0.67 KIPS MAXIMUM BENDING MOMENT (DL+LL CONDITION) 3.33 KIP FT MAXIMUM SHEAR (DL+LL CONDITION) 0.59 KIPS JOIST DATA: JOIST DEPTH (d) JOIST RESISTIVE MOMENT (Mr) JOIST RESISTIVE SHEAR (Vr) EI VALUE (EI) K VALUE (K) DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) SECONDFLOOR JOIST OVER GARAGE: BOISE CASCADE 14" BCI/450 JOIST 14 IN 4.094 KIP FT OK 1.825 KIPS OK 417000 KSI 7530 KSI 0.618 IN L/ 388 0.494 IN L/ 485 BOISE CASCADE 14" BCI/450 JOIST @ 16" o.c. DESIGN DATA: DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 6 Job No: 2037 Date: October 2002 Giesbrecht Residence TYPICAL SECOND FLOOR JOIST SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS JOIST SPAN (L) 16.5 FT JOIST SPACING (s) 16 IN LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) 10 PSF UNIFORM LIVE LOAD (wll) 0.053 KLF UNIFORM DEAD LOAD (wdl) 0.013 KLF TOTAL UNIFORM LOAD (wtl) 0.067 KLF RESULTS: END REACTION (Rdl) (DL+LL CONDITION) 0.55 KIPS MAXIMUM BENDING MOMENT (DL+LL CONDITION) 2.27 KIP FT MAXIMUM SHEAR (DL+LL CONDITION) .. 0.47 KIPS JOIST DATA: BOISE CASCADE 14" BCI/400 JOIST JOIST DEPTH (d) 14 IN JOIST RESISTIVE MOMENT (Mr) 3.480 KIP FT OK JOIST RESISTIVE SHEAR (Vr) 1.825 KIPS OK EI VALUE (EI) 363000 KSI K VALUE (K) 7450 KSI DEFLECTION: TOTAL LOAD DEFLECTION 0.336 IN SPAN/DEFLECTION RATIO (TL) L/ 590 LIVE LOAD DEFLECTION 0.268 IN SPAN/DEFLECTION RATIO (LL) L/ 738 TYPICAL SECOND BOISE CASCADE 14" BCI/400 JOIST FLOOR JOIST: @ 16" o.c. aDDANIEL J. DOBBIE QProfessional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 7 Job No: 2037 Date: October 2002 Giesbrecht Residence SECOND FLOOR BEAM OVER KITCHEN DESIGN DATA: MAX SPAN LENGTH (L) 21 FT TRIBUTARY WIDTH (W) 9 FT TRIBUTARY AREA (Atrib) 189 SQ FT LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (AD 10 PSF PART.) 20 PSF TOTAL LOAD (TL) 60 PSF BEAM WEIGHT (wb) 0.03 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.210 KLF UNIFORM LIVE LOAD (wll) 0.360 KLF TOTAL UNIFORM LOAD (wtl) 0.570 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.00 KIPS RESULTS: RIGHT REACTION (Rr) 5.99 KIPS LEFT REACTION (RI) 5.99 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 10.50 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT . MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 31.4 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 31.4 KIP FT TRIAL SIZE: BOISE CASCADE 5 1/4" x 14" VERSA -LAM BEAM DEPTH (d) 14 IN BEAM WIDTH (b) 5.25 IN MOMENT OF INERTIA (1) 1200.5 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 13.965 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 39.337 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 5.32 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 13.97 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 0.943 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 0.982 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.071 COMPOSITE VOLUME FACTOR (Cv') 0.982 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv 38.6 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 1.039 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 1.039 IN DEFLECTION/SPAN RATIO L/ 243 BEAM OVER KITCHEN: BOISE CASCADE 5 1/4" x 14" VERSA -LAM OK OK aD DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 8 Job No: 2037 Date: October 2002 Giesbrecht Residence SECOND FLOOR BEAM OVER GARAGE DESIGN DATA: MAX SPAN LENGTH (L) 20 FT TRIBUTARY WIDTH (W) 3 FT TRIBUTARY AREA (Atrib) 60 SQ FT LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 50 PSF BEAM + WALL WEIGHT (wb) 0.175 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.205 KLF UNIFORM LIVE LOAD (wll) 0.120 KLF TOTAL UNIFORM LOAD (wtl) 0.325 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.00 KIPS RESULTS: RIGHT REACTION (Rr) 3.25 KIPS LEFT REACTION (RI) 3.25 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 10.00 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 16.3 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 16.3 KIP FT TRIAL SIZE: BOISE CASCADE 3 1/2" x 14" VERSA -LAM BEAM DEPTH (d) 14 IN BEAM WIDTH (b) 3.5 1N MOMENT OF INERTIA (1) 800.3 IN"4 RESISTIVE SHEAR BASE VALUE (Vr) 9.31 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 26.225 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.87 KIPS FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd -9.31 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21 /L)".1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 0.987 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.028 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.121 COMPOSITE VOLUME FACTOR (Cv') 1.028 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Me) Me = Mr * Cd * Cv 27.0 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.731 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.731 IN DEFLECTION/SPAN RATIO L/ 328 BEAM OVER GARAGE: BOISE CASCADE 3 1/2" x 14" VERSA -LAM OK OK a\rwn DANIEL J. DOBBIE QProfessional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 SECOND FLOOR BEAM OVER DINING DESIGN DATA: Page: 9 Job No: 2037 Date: October 2002 Giesbrecht Residence MAX SPAN LENGTH (L) 11.33 FT TRIBUTARY WIDTH (W) 12.75 FT TRIBUTARY AREA (Atrib) 144 SQ FT LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 50 PSF BEAM WEIGHT (wb) 0.025 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.153 KLF UNIFORM LIVE LOAD (wll) 0.510 KLF TOTAL UNIFORM LOAD (wtl) 0.663 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.00 KIPS RESULTS: RIGHT REACTION (Rr) 3.75 KIPS LEFT REACTION (RI) 3.75 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 5.67 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 10.6 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 10.6 KIP FT TRIAL SIZE: BOISE CASCADE 3 1/2" x 14" VERSA -LAM BEAM DEPTH (d) 14 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 800.3 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 9.31 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 26.225 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.98 KIPS FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd 9.31 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21 /L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.045 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.088 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.186 COMPOSITE VOLUME FACTOR (Cv') 1.088 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Me) Me = Mr * Cd * Cv 28.5 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.153 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.153 IN DEFLECTION/SPAN RATIO L/ 886 BEAM OVER DINING: BOISE CASCADE 3 1/2" x 14" VERSA -LAM Is]il OK aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 10 Job No: 2037 Date: October 2002 Giesbrecht Residence FIRST FLOOR JOIST SIMPLE SPAN, REPEDITIVE, DL + LL .LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) JOIST SPACING (s) LIVE LOAD (LL) DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) UNIFORM LIVE LOAD (wll) UNIFORM DEAD LOAD (wdl) TOTAL UNIFORM LOAD (wtl) RESULTS: END REACTION (Rdl) (DL+LL CONDITION) MAXIMUM BENDING MOMENT (DL+LL CONDITION) MAXIMUM SHEAR (DL+LL CONDITION) JOIST DATA: JOIST DEPTH (d) JOIST RESISTIVE MOMENT (Mr) JOIST RESISTIVE SHEAR (Vr) MOMENT OF INERTIA (1 ) MODULUS OF ELASTICITY (E) EI VALUE (EI) DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) FIRST FLOOR JOIST: 2x6#2 L/ L/ 2 x 6 #2 @ 16" o.c. 5.00 FT 16 IN 40 PSF 10 PSF 0.053 KLF 0.013 KLF 0.067 KLF 0.17 KIPS 0.21 KIP FT 0.14 KIPS 5.50 IN 0.847 KIP FT 0.523 KIPS 20.79 IN^4 1600 KSI 33264 KSI 0.028 IN 2129 0.023 IN 2661 OK OK aD DANIEL J. DOBBIE Page: 11 Professional Engineer Job No: 2037 20 Mayfair Drive Date: October 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 GieSbrecht Residence FIRST FLOOR GIRDER SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 4 FT TRIBUTARY ROOF WIDTH (Wr) 5 FT ROOF DEAD LOAD (RDL) 10 PSF ROOF LIVE LOAD (RLL) 12 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.050 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.060 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.135 KLF RESULTS: MAXIMUM REACTION (Rmax) 0.27 KIPS MAXIMUM BENDING MOMENT (Mmax) 0.27 KIP FT TRIAL SIZE: 4 x 6 #2 BEAM DEPTH (d) 5.5 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 48.52 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 1.22 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 1.71 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.21 KIPS FINAL RESISTIVE SHEAR (Ve) Vr' = Vr * Cd 1.22 KIPS OK VOLUME FACTORS (Cv) 1.326 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=MP'Cd' 1.71 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.010 IN DEFLECTION/SPAN RATIO L / 4792 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.006 IN CAMBER (C) C = Ddl * 1.25 0.007 IN FIRST FLOOR GIRDER: 4x 6 #2 aDDANIEL J. DOBBIE QProfessional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 TYPICAL ROOF HEADER DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd VOLUME FACTORS (Cv)=k(12/d)^.1 *(5.125/b)^.1 *(21/L)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)11.5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO Page: 12 Job No: 2037 Date: October 2002 Giesbrecht Residence 4x6#1 4 FT 9 FT 0 FT 12 PSF 16 PSF 0 PSF 0 PSF 0.108 KLF 0.144 KLF 0.000 KLF 0.000 KLF 0.075 KLF 0.327 KLF 0.65 KIPS 0.65 KIP FT 5.5 IN 3.5 IN 48.52 IN"4 1600 KSI 1.300 KSI 1.22 KIPS 1.91 KIP FT 1.25 ROOF 1.00 NORMAL 1.250 0.50 KIPS 1.53 KIPS 1.326 NOT APPL 2.39 KIP FT OK 6.5 8.7 95 IN 0.438 16.475 2.38 KIP FT 0.024 IN L/ 1978 TYPICAL ROOF HEADER: 4 x 6 #1 >7 OK OK aDDANIEL J. DOBBIE QProfessional Engineer - 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 ROOF HEADER AT GARAGE DOOR DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FILL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd VOLUME FACTORS (Cv)=k(12/d)^.1 *(5.125/b)^.1 *(21/L)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b"2)^.5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KBE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Me') DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO Page: 13 Job No: 2037 Date: October 2002 Giesbrecht Residence 9.5 FT 11 FT 0 FT 12 PSF 16 PSF 0 PSF 0 PSF 0.132 KLF 0.176 KLF 0.000 KLF 0.000 KLF 0.075 KLF 0.383 KLF 1.82 KIPS 4.32 KIP FT 4x10#1 9.25 IN 3.5 IN 230.8 IN^4 1600 KSI 1.200 KSI 2.05 KIPS 4.99 KIP FT 1.25 ROOF 1.00 NORMAL 1.250 1.52 KIPS 2.56 KIPS OK 1.154 NOT APPL 6.24 KIP FT OK 12.7 12.3 >7 214 IN 0.438 4.346 6.12 KIP FT OK 0.190 IN L / 600 OK ROOF HEADER AT GARAGE: 4 x 10 #1 aDDANIEL J. DOBBIE Page: 14 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 959733-0707 Date: October 2002 0 Phone/Fax (530) 345-4743 Giesbrecht Residence FLOOR HEADER AT GARAGE DOOR DESIGN DATA: SPAN LENGTH (L) 9.5 FT TRIBUTARY ROOF WIDTH (Wr) 11 FT TRIBUTARY FLOOR WIDTH (Wf) 10 FT ROOF DEAD LOAD (RDL) 12 PSF ROOF LIVE LOAD (RLL) 16 PSF FLOOR DEAD LOAD (FDL) 10 PSF FLOOR LIVE LOAD (FLL) 40 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.132 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.176 KLF UNIFORM FLOOR DEAD LOAD (UFDL) 0.100 KLF UNIFORM FLOOR LIVE LOAD (UFLL) 0.400 KLF UNIFORM WALL DEAD LOAD (UWDL) 0.095 KLF TOTAL UNIFORM LOAD (TUL) 0.903 KLF RESULTS: MAXIMUM REACTION (Rmax) 4.29 KIPS MAXIMUM BENDING MOMENT (Mmax) 10.19 KIP FT TRIAL SIZE: BOISE CASCADE 3 1/2" x 9 1/4" VERSALAM BEAM DEPTH (d) 9.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (I) 230.8 IN^4 MODULUS OF ELASTICITY (E) 2000 KSI ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) 2.800 KSI RESISTIVE SHEAR BASE VALUE (Vr) 6.151 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 11.988 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) 1.00 NORMAL COMPOSITE LOAD DURATION FACTOR (Cd') 1.112 MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 3.59 KIPS FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd 6.84 KIPS OK VOLUME FACTORS(Cv)=k(12/d)^.1*(5.125/b)^.1*(21/L)^.1 1.154 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr) Mr = Mr * Cd'* Cv 15.38 KIP FT OK UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 12.7 FACTOR (lu / d) 12.3 >7 EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d 214 IN FACTOR (KbE) (GLUE LAMINATED) 0.609 FACTOR (FBe) FBe = KbE*E/RB^2 7.553 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 14.96 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.359 IN DEFLECTION/SPAN RATIO L/ 318 OK FLOOR HEADER AT GARAGE: BOISE CASCADE 3 1/2" x 9 1/4" VERSALAM aDDANIEL J. DOBBIE QProfessional Engineer - 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 15 Job No: 2037 Date: October 2002 Giesbrecht Residence SECOND FLOOR HEADER AT FLOOR BEAM OVER GARAGE DESIGN DATA: MAX SPAN LENGTH (L) 3.5 FT TRIBUTARY WIDTH (W) 11 FT TRIBUTARY AREA (Atrib) 39 SQ FT LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 50 PSF BEAM WEIGHT (wb) 0.045 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.155 KLF UNIFORM LIVE LOAD (wil) 0.440 KLF TOTAL UNIFORM LOAD (wtl) 0.595 KLF CONCENTRATED LOAD MIDSPAN (Pms) 3.25 KIPS RESULTS: RIGHT REACTION (Rr) 2.67 KIPS LEFT REACTION (RI) 2.67 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 1.75 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.00 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.91 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 2.84 KIP FT TOTAL BENDING MOMENT (Mtot) 3.75 KIP FT TRIAL SIZE: 4 x 12 #1 BEAM DEPTH (d) 11.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 415.2 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 2.49 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 6.76 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.11 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 2.49 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)".1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.201 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.251 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.363 COMPOSITE VOLUME FACTOR (Cv') 1.336 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv 9.0 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.002 IN DEFLECTION DUE TO Pms (Dms) 0.006 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.008 IN DEFLECTION/SPAN RATIO L/ 4964 HEADER UNDER BEAM OVER GARAGE: 4 x 12 #1 191:1 M aD DANIEL J. DOBBIE Professional Engineer w., 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 16 Job No: 2037 Date: October 2002 Giesbrecht Residence SECOND FLOOR HEADER AT FLOOR BEAM OVER LIVING DESIGN DATA: MAX SPAN LENGTH (L) 5.33 FT TRIBUTARY WIDTH (W) 4 FT TRIBUTARY AREA (Atrib) 21 SQ FT LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 50 PSF BEAM WEIGHT (wb) 0.025 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 3.85 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 4 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.065 KLF UNIFORM LIVE LOAD (wll) 0.160 KLF TOTAL UNIFORM LOAD (wtl) 0.225 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.00 KIPS RESULTS: RIGHT REACTION (Rr) 3.49 KIPS LEFT REACTION (RI) 1.56 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 4.00 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 3.84 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.60 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.00 KIP FT TOTAL BENDING MOMENT (Mtot) 4.44 KIP FT TRIAL SIZE: BOISE CASCADE 3 1/2" x 7 1/4" VERSALAM BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 111.1 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 4.821 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 7.566 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 3.35 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 4.82 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.203 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.253 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.366 COMPOSITE VOLUME FACTOR (Cv') 1.210 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv 9.15 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.059 IN DEFLECTION DUE TO wtl (Dwtl) 0.018 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.077 IN DEFLECTION/SPAN RATIO L/ 828 HEADER AT BEAM OVER LIVING: BOISE CASCADE 3 1/2" x 7 1/4" VERSALAM OK OK DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 TYPICAL FLOOR HEADER DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FILL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Ve) Vr = Vr * Cd VOLUME FACTORS (Cv)=k(12/d)^.1 *(5.125/b)^.1 *(21 /L)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Me = Mr * Cd'* Cv UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO L/ Page: 17 Job No: 2037 Date: October 2002 Giesbrecht Residence 4x8#1 TYPICAL FLOOR HEADER: 4 x 8 #1 5.33 FT 9 FT 4.5 FT 12 PSF 16 PSF 10 PSF 40 PSF 0.108 KLF 0.144 KLF 0.045 KLF 0.180 KLF 0.095 KLF 0.572 KLF 1.52 KIPS 2.03 KIP FT 7.25 IN 3.5 IN 111.1 IN^4 1600 KSI 1.300 KSI 1.6 KIPS 3.32 KIP FT 1.25 ROOF 1.00 NORMAL 1.152 1.18 KIPS 1.84 KIPS OK 1.253 4.79 KIP FT OK 8.6 8.8 >7 126 IN 0.438 9.397 4.75 KIP FT OK 0.058 IN 1095 OK aDDANIEL J. DOBBIE Page: 18 Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SAWN WOOD POST AT PORCH BEAM DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: SIZE CLASSIFICATION: DOUGLAS FIR - LARCH GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION POST AND TIMBERS (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: 1600000 PSI F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.8 0.3 COMPRESSION COEFFICIENT (Fce) BUCKLING FACTOR (Ke) Fce=(KceE)/(le/d)^2 DESIGN DATA: 1.0 UNSUPPORTED LENGTH (1) EFFECTIVE LENGTH (le) 8.00 FEET LEAST POST DIMENSION (d) (UNSUPPPORTED) 96 INCHES 5.5 INCHES le/d RATIO 6 x 6 POST CROSS SECTIONAL AREA (A) 17.45 30.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1575.5 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) - 0.821 KSI ALLOWABLE POST LOAD (Pa) 24.84 KIPS ACTUAL POST LOAD (Pac) =.72 +.28 +.44 1.44 KIPS NEW POSTS: 6 x 6 #1 FOOTINGS AT PORCH POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: DEAD POINT LOAD (Pdl) LIVE POINT LOAD (PII) 0.62 KIPS TOTAL POINT LOAD (Ptl) 0.82 KIPS 1.44 KIPS FOOTING SIZE: FOOTING THICKNESS (t) AREA REQUIRED FOR BEARING (Areq) 12.00 IN SIDE LENGTH FOR SQUARE FOOTING (L) 1.44 FT"2 1.20 FT FOOTING DESIGN: USE SQUARE FOOTING SIZE: 2.00 FT REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 0.9 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.4 KIPS 0.566 KSF ULTIMATE MOMENT (Mu) REINFORCING STEEL RATIO (p) 0.6 KIP FT USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00007 < pmin 0.00010 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.020 IN^2 USE: NO REINF, CONC TAKES LOAD IN SHEAR POST FOOTINGS: 2'- 0" SQUARE x 12" THK. W/ NO REINF. aDDANIEL J. DOBBIE Page: 19 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 3454743 Giesbrecht Residence DESIGN DATA: SAWN WOOD POST AT ROOF GIRDER A2 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS UNITS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')12-(Fce/Fc)/c')10.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 4 x 4 POST CROSS SECTIONAL AREA (A) 12.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.523 KSI ALLOWABLE POST LOAD (Pa) 6.41 KIPS ACTUAL POST LOAD (Pac) 5.94 KIPS NEW POSTS: 4 x 4 #1 FOOTINGS AT ROOF GIRDER A2 DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE CONCRETE COMPRESSIVE STRENGTH ft) 1000 PSF REINFORCING STEEL YIELD STRENGTH (fy) 2500 PSI LOADING DATA: 60000 PSI DEAD POINT LOAD (Pdl) LIVE POINT LOAD (PII) 2.55 KIPS TOTAL POINT LOAD (Ptl) 3.39 KIPS FOOTING SIZE: FOOTING THICKNESS (t) AREA REQUIRED FOR BEARING (Areq) 5.94 KIPS 12.00 IN SIDE LENGTH FOR SQUARE FOOTING (L) 5.94 FT^2 FOOTING DESIGN: USE SQUARE FOOTING SIZE: 2.44 FT 2.50 FT REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 ULTIMATE LIVE LOAD (Pull) Pull * 3.6 KIPS = PII 1.7 RESULTANT ULTIMATE SOIL PRESSURE (qu) 5.8 KIPS ULTIMATE MOMENT (Mu) 1.493 KSF REINFORCING STEEL RATIO (p) 2.9 KIP FT 0.00030 < pmin USE: REINFORCING STEEL RATIO (p') P'= p*1.33 0.00040 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.102 IN^2 POST FOOTINGS: 2'S s 6" SQUARE x 2'" T KW/0.40 1 #4 EACH WAY aD DANIEL J. DOBBIE Page: 20 Q Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence POST AT 2ND FLR KITCHEN BM AT GARAGE CORNER DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')"0.5) SAWN LUMBER COEFFICIENT (c') VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.8 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 4 x 6 POST CROSS SECTIONAL AREA (A) 19.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.523 KSI ALLOWABLE POST LOAD (Pa) 10.07 KIPS ACTUAL POST LOAD (Pac) (FLR BM ONLY) 5.99 KIPS NEW POSTS: 4 x 6 #1 FOOTINGS AT 2ND FLR KITCHEN BEAM DESIGN DATA: INCLUDE ROOF GIRDER B1 REACTION AT FOOTING ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: Ptotal = 5.99 + 5.18 DEAD POINT LOAD (Pdl) LIVE POINT LOAD (PII) 4.43 KIPS TOTAL POINT LOAD (Ptl) 6.74 KIPS 11.17 KIPS FOOTING SIZE: FOOTING THICKNESS (t) AREA REQUIRED FOR BEARING (Areq) 12.00 IN SIDE LENGTH FOR SQUARE FOOTING (L) 11.17 FT^2 3.34 FT FOOTING DESIGN: USE SQUARE FOOTING SIZE: 3.33 FT REINFORCING DEPTH (d) d = V12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 ULTIMATE LIVE LOAD (Pull) Pull = * 6.2 KIPS PII 1.7 RESULTANT ULTIMATE SOIL PRESSURE (qu) 11.5 KIPS 1.593 KSF ULTIMATE MOMENT (Mu) REINFORCING STEEL RATIO (p) 7.4 KIP FT USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00057 < pmin 0.00076 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.258 IN^2 USE: 3 - #4 EACH WAY As = 0.60 IN^2 POST FOOTINGS: 3'- 4" SQUARE x 12" THK. W/ 3 - #4 EACH WAY aD DANIEL J. DOBBIE Page: 21 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence POST AT 2ND FLR KITCHEN BM AT LIVING/KITCHEN CORNER DESIGN DATA: UNITS 99 NDS TABLE 413 DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fee/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 4 x 4 POST CROSS SECTIONAL AREA (A) 12.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.523 KSI ALLOWABLE POST LOAD (Pa) 6.41 KIPS ACTUAL POST LOAD (Pac) (FLR BM ONLY) 5.99 KIPS NEW POST: (BRACED BOTH DIRECTIONS) 4 x 4 #1 FOOTINGS AT 2ND FLR KITCHEN BEAM DESIGN DATA: INCLUDE ROOF GIRDERS B1 & D2 REACTION AT FOOTING ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: Ptotal = 5.99 + 4.55 + 2.43 = 12.97 DEAD POINT LOAD (Pdl) 5.21 KIPS LIVE POINT LOAD (PII) 7.76 KIPS TOTAL POINT LOAD (Ptl) 12.97 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 12.97 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 3.60 FT FOOTING DESIGN: USE SQUARE FOOTING SIZE: 4.00 FT REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 7.3 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 13.2 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.280 KSF ULTIMATE MOMENT (Mu) 10.2 KIP FT REINFORCING STEEL RATIO (p) 0.00066 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00088 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.360 IN^2 USE: 4 - #4 EACH WAY As = 0.80 IN^2 POST FOOTINGS: 4'- 0" SQUARE x 12" THK. W/ 4 - #4 EACH WAY aDDANIEL J. DOBBIE Page: 22 Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence POST AT SECOND FLOOR BEAM OVER GARAGE DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 4 x 4 POST CROSS SECTIONAL AREA (A) 12.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.523 KSI ALLOWABLE POST LOAD (Pa) 6.41 KIPS ACTUAL POST LOAD (Pac) 3.25 KIPS NEW POST: 4 x 4 #1 FOOTINGS AT 2ND FLR BEAM OVER GARAGE DESIGN DATA: ADD GARAGE DOOR HEADER REACTIONS ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: Ptotal = 3.25 + 1.82 + 4.29 = 9.36 DEAD POINT LOAD (Pdl) 4.39 KIPS LIVE POINT LOAD (PII) 4.97 KIPS TOTAL POINT LOAD (Ptl) 9.36 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 9.36 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 3.06 FT FOOTING DESIGN: USE SQUARE FOOTING SIZE: 3.33 FT REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 6.1 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 RESULTANT ULTIMATE SOIL PRESSURE (qu) 8.4 KIPS 1.316 ULTIMATE MOMENT (Mu) KSF 6.1 KIP FT REINFORCING STEEL RATIO (p) 0.00047 < pmin USE: REINFORCING STEEL RATIO (p') P'= p*1.33 0.00063 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.213 IN^2 USE: 3 - #4 EACH WAY As = 0.60 IN^2 POST FOOTINGS: 3'- 4" SQUARE x 12" THK. W/ 3 - #4 EACH WAY aDDANIEL J. DOBBIE Page: 23 Q Professional Engineer Job No: 2037 20 Mayfair Drive Date: October 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Glesbrecht Residence SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W): HI ROOF: 1525 *.012 = 18.3 KIPS LO ROOF: 425 *.012 = 5.1 KIPS 2ND FLR: 1255 *.050 = 62.8 KIPS INT WALLS: .008 * 8/2 * 65 * 3 = 6.2 KIPS EXT WALLS: .010 * 8/2 * 60 * 3 * 2 = 14.4 KIPS TOTAL 106.8 KIPS SEISMIC LOAD (Vs): 20.97 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 14.98 KIPS REDUNDANCY FCTOR (p)• = 2 - 20 / (rmax * Ab^0 5) 1.48 USE: p TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 3 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 6.20 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 20.97 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.99 GROUND FLOOR AREA (Ab) 1500 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P)• P = Ce * Cq * qs * Iw WIND EXPOSURE: C EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 24.5 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (hCe) ABOVE GRADE (FT) 40'- 60' hl = 0 0.84 0.00 30'- 40' 111 = 0 1.31 0.00 25'- 30' h2 = 0 1.23 0.00 20'- 25' h3 = 4.5 1.19 5.36 15'- 20' h4 = 5 1.13 5.65 0'- 15' h5 = 15 1.06 15.90 TOTAL h'= 24.5 TOTAL (hCe') = 26.91 FINAL FACTOR (Ce'): Ce' _ (h Ce') / h' 1.098 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 21.41 PS AREA OF WIND LOADING: BUILDING WIDTH (Wb) (AT GROUND LEVEL): 60 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 1260 SQ FT ADJUSTED AREA (Ae') (1/2 OF 1ST LVL TO GRND): 1020 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 21.56 PSF WIND LOADING (Vw)• 21.99 KIPS CONSIDER AS WIND LOAD FOR OVERTURNING SEISMIC*p GOVERNS aDDANIEL J. DOBBIE QProfessional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 24 Job No: 2037 Date: October 2002 Giesbrecht Residence SHEAR DISTRIBUTION (DIAPHRAGMS & CHORDS) SIESMIC SHEAR DISTRIBUTION, DIAPHRAGM SHEARS, CHORD FORCES DISTRIBUTE SEISMIC LOADS VERTICALLY UDIRECTION) TOTAL SEISMIC LOAD = 14.98 * p (1.48) = 22.17 KIPS W h = Wh Wh/TWhy HI ROOF 22.67 20.0 453.4 0.388 8.60 KIPS L RF+2ND 84.13 8.5 715.1 0.612 13.57 KIPS TWh = 1168.5 T v = 22.17 KIPS ROOF DIAPHRAGM: TOTAL LOAD TO ROOF SUBDIAPHRAGM (Vr): 4.97 KIPS DIAPHRAGM WIDTH (W): 20 FT DIAPHRAGM LENGTH (L) 38 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.124 KLF ALLOWABLE UNIT SHEAR (va): (CASE 1) 0.240 KLF ROOF DIAPHRAGM: 15/32" APA RATED SHEATING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" FLOOR DIAPHRAGM: FIELD NAIL = 8d COMMON @ 12" TOTAL LOAD TO FLOOR SUBDIAPHRAGM (Vfl): 1.94 KIPS DIAPHRAGM WIDTH (W): 12 FT DIAPHRAGM LENGTH (L) 20 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.081 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF FLOOR DIAPHRAGM: 3/4" T&G APA RATED SHEATING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" FIELD NAIL = 8d COMMON @ 12" 'ROOF CHORD FORCES (LOADS APPLIED / DIR): MAXIMUM CHORD FORCE (C=T): C = T = V*U(8*W) 1.18 KIPS TOP WALL PLATE SPLICE: TOP WALL PLATE 2 - 2 x 4 #2 CROSS SECTIONAL AREA (1 - 2 x 4) 5.25 IN"2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (Cd) 1.33 SIZE FACTOR (Ct) 1.5 ADJUSTED ALLOWABLE TENSION (Ft') - 1.147 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 6.0 KIPS OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) ALLOWABLE LOAD TO 16d SINKER 0.099 KIPS NUMBER REQUIRED 9 NAILS USE: 24 -16d SINKER NAILS TYPICAL TOP PLATE 2 - 2 x 4 #2 TOP WALL PLATES SPLICE: 8'- 0" MIN. LAP AT SPLICES W/ 24 -16d SINKER NAILS BETWEEN SPLICES aD DANIEL J. DOBBIE Page: 25 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR WALL AT BEDROOM LEFT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: . V = 8.6 * 644/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.82 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 15.00 FT TOT WIDTH = 15.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.121 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 15 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.82 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.116 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 14.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 8.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 5.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.13 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.39 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 26 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 GieSbrecht Residence SHEAR WALL AT FAMILY WING LEFT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 " 198/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.56 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 6.00 FT TOT WIDTH = 6.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.093 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 6 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.56 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.272 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS ' PANEL RESULTS: OVERTURNING MOMENT (Mo): 4.5 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 3.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.83 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.20 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 DiDANIEL J. DOBBIE Page: 27 Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 959733-0-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR WALL AT BDRM OVER KITCHEN LEFT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * 105/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.30 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.75 FT 7.00 FT TOT WIDTH = 7.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.043 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 7 FT PANEL HEIGHT (H): 9.75 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.30 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.182 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 2.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 3.0 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.27 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aDDANIEL J. DOBBIE Page: 28 QProfessional Engineer Job No. 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT BDRM OVER KITCHEN LEFT SKEW WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * 105/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.30 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.00 FT P2: 8.00 FT 4.00 FT 7.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): TOT WIDTH = 0.043 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL M: 0.13 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.116 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 1.0 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 0.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 0.57 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.23 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aDDANIEL J. DOBBIE Page: 29 QProfessional Engineer Job NO: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT BDRM OVER KITCHEN BACK SKEW WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (105+105+152+608)/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.74 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 13.00 FT FT RESULTING UNIT SHEAR AT WALL LINE (v): TOTwIDTH = 1032.00 11 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 13 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.74 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.152 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 21.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): 8.6 KIP FT HD REQ'D LEFT DOWN LOAD REACTION (Rd): 13.4 KIP FT 3.00 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.03 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 A rX DANIEL J. DOBBIE Page: 30 Professional Engineer - Job NO: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 x Phone/Fax (530) 345-4743 Glesbrecht Residence SHEAR AT MASTER BDRM LEFT SKEW WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (152)/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 10.43 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.00 FT TOT WIDTH = 3.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.143 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.43 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.188 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 3.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.52 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.96 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aDDANIEL J. DOBBIE Page: 31 QProfessional Engineer Job No: 2037 20 Mayfair Drive Date: October 2002 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Giesbrecht Residence SHEAR WALL AT MASTER BATH RIGHT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (198+644/2)/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.47 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 7 9.00 FT TOT WIDTH = 9.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.163 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 9 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.47 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.272 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 11.8 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 7.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.4 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.94 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.49 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " O.C. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aDDANIEL J. DOBBIE Page: 32 Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR WALL AT MASTER BATH RIGHT WALL (CONT) OPENING IN SHEAR WALL BLOCK AND STRAP ACROSS CORNERS DESIGN DATA: LENGTH OF SHEAR WALL: (Lsw) 9.00 FT TOTAL LENGTH OF OPENINGS: (Lo) 2.00 FT NET LENGTH OF SHEAR WALL: (Ln) 7.00 FT SHEAR FORCE TO WALL LINE (V) 1.47 KIPS UNIT SHEAR ABOVE & BELOW OPENING (vab) 0.163 KLF UNIT SHEAR AT OPENING (vo) (DEDUCT OPENING) 0.210 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. MAXIMUM DRAG FORCE AT CORNERS OF OPENING: TREAT WIND LOAD AS SEISMIC LOAD FOR DESIGN AMPLIFICATION FACTOR (omega) 2.8 LOAD DURATION FACTOR (Cd) 1.70 UNAMPLIFIED FORCE AT ONE CORNER (Fc) = vab*Lo/2 0.163 KLF AMPLIFIED FORCE AT ONE CORNER (Fc') = Fc * omega 0.46 KIPS DRAG CONNECTION: (2001 CBC SEC 1630.8.2.1 FOR FACTOR ADJUSTMENT) ALLOWABLE LOAD'CS16' STRAP (16" LAP) = 1.65*1.7/1.33 2.10 KIPS DRAG CONNECTION: SIMPSON 'CS16' COIL STRAP 16" LAP OVER HEADER, SILL, & 2x BLK'G BETWEEN STUDS W/ 8d @ 2 1/16" o.c. OVER LENGTH OF WALL aD DANIEL J. DOBBIE Page: 33 Q Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 959733-0-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence S HEAR AT MASTER BDRM RIGHT SKEW RIGHT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (18+152/2)/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.53 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 5.00 FT P2: 8.00 FT 7.00 FT TOT WIDTH = 12.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.044 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.22 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.188 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 1.8 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 0.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 0.98 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.04 KIPS NEGL NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 A D DANIEL J. DOBBIE Page: 34 QProfessional Engineer Job No: 2037 m 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 GleSbrecht Residence SHEAR AT MASTER BDRM BACK SKEW RIGHT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (152/2)/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.43 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 2.50 FT P2: 8.00 FT 2.50 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.086 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 2.5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.22 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.116 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 1.7 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 0.88 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) . -0.59 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 35 Job No: 2037 Date: October 2002 Giesbrecht Residence SHEAR WALL AT FAMILY/ MSTR BATH FRONT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 - (198/2)/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.56 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 2.50 FT P2: 8.00 FT 4.00 FT TOT WIDTH = 6.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.086 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 2.5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.22 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.116 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 1.7 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 0.88 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.59 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aDDANIEL J. DOBBIE Page: 36 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT CLOSET OVER GARAGE FRONT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (966+198)/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): . 3.28 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 5.00 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.656 KLF ALLOWABLE UNIT SHEAR (va): 0.730 KLF Z SHEAR WALL: 3/8" APA RATED STRUCT I, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGES, 4x SILL PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.28 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.218 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.22 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 26.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 2.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 23.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 6.05 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.74 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x 5.86 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.1 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW 0.88 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR 19 " o.c. USE: 16 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 10 " o.c. USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 10 " o.c. NOT APPL aDDANIEL J. DOBBIE Page: 37 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence &AcK SHEAR AT BEDROOM OVER GARAGE FReN-T WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.6 * (966+105+105)/2/1525 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.32 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 5.00 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.664 KLF ALLOWABLE UNIT SHEAR (va): 0.730 KLF Z SHEAR WALL: 3/8" APA RATED STRUCT I, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGES, 4x SILL PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.32 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE >.1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.218 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.22 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 26.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 2.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 24.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 6.11 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.80 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x 5.86 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.1 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW 0.88 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR 19 " o.c. USE: 16 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 10 " o.c. USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 10 " O.C. NOT APPL aDDANIEL J. DOBBIE Page: 38 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT GARAGE LEFT WALL (RF TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (242)/2/1680 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.98 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 11.00 FT TOT WIDTH = 11.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.089 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 11 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.98 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.116 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 5.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 4.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 0.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.33 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.05 KIPS NEGL NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. NOT APPL MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. NOT APPL MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 39 Q Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT BATH/PREP ROOM LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (135)/2/1680 +.56 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.18 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 6.00 FT TOT WIDTH = 6.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.197 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 6 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.18 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.114 KLF APPLIED LEFT DOWN LOAD (Pld): 1.83 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.20 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 10.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 9.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.86 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.55 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 40 Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR WALL AT BATH/PREP ROOM LEFT WALL (CONT) OPENING IN SHEAR WALL BLOCK AND STRAP ACROSS CORNERS DESIGN DATA: LENGTH OF SHEAR WALL: (Lsw) 6.00 FT TOTAL LENGTH OF OPENINGS: (Lo) 3.00 FT NET LENGTH OF SHEAR WALL: (Ln) 3.00 FT SHEAR FORCE TO WALL LINE M 1.18 KIPS UNIT SHEAR ABOVE & BELOW OPENING (vab) 0.197 KLF UNIT SHEAR AT OPENING (vo) (DEDUCT OPENING) 0.393 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 3", FIELD NAIL @ 12" MAXIMUM DRAG FORCE AT CORNERS OF OPENING: TREAT WIND LOAD AS SEISMIC LOAD FOR DESIGN AMPLIFICATION FACTOR (omega) 2.8 LOAD DURATION FACTOR (Cd) 1.70 UNAMPLIFIED FORCE AT ONE CORNER (Fc) = vab*Lo/2 0.295 KLF AMPLIFIED FORCE AT ONE CORNER (Fc') = Fc * omega 0.83 KIPS DRAG CONNECTION: (2001 CBC SEC 1630.8.2.1 FOR FACTOR ADJUSTMENT) ALLOWABLE LOAD 'CS16' STRAP (16" LAP) = 1.65*1.7/1.33 2.10 KIPS DRAG CONNECTION: SIMPSON 'CS16' COIL STRAP 16" LAP OVER HEADER, SILL, & 2x BLK'G BETWEEN STUDS W/ 8d @ 2 1/16" o.c. OVER LENGTH OF WALL aDDANIEL J. DOBBIE Page: 41 Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT GARAGE RIGHT/KITCHEN LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57'° (240+144/2+230/2)/1680+1.82+.30 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.57 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 5.00 FT P3: 8.00 FT 7.00 FT TOT WIDTH = 16.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.348 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4" ox. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.39 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.131 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 11.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 10.4 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.13 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.61 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 5 " o.c. USE: 4 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 aD DANIEL J. DOBBIE Page: 42 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT KITCHEN LEFT SKEW WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR . SHEAR COLLECTOR WALL LINE DATA: V = 13.57 " (144+225)/2/1680 +.30 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.79 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.00 FT TOT WIDTH = 3.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.597 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGE, 4x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT. (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.79 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.131 KLF APPLIED LEFT DOWN LOAD (Pld): 0.57 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.23 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 15.0 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 14.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 5.61 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.87 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x 5.86 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 6.80 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW 0.88 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR 22 " o.c. USE: 16 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 11 " o.c. USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 12 " o.c. USE: 12 aDDANIEL J. DOBBIE Page: 43 Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT KITCHEN BACK SKEW WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (144+225)/2/1680 + 2.74 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.43 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 6.50 FT TOT WIDTH = 10.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.422 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGE, 2x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL M: 1.69 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.23 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 13.5 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 12.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.99 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -3.07 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE LOAD TO 5/8" x 6" LAG SCREW 0.60 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 10 " o.c. " USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 15 o.c. 16 " o.c. USE: 12 USE: 16 aD DANIEL J. DOBBIE Page: 44 Q Q Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 3454743 Giesbrecht Residence SHEAR AT STAIR LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (135+230)/2/1680 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.48 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 10.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.148 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 10 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL M: 1.48 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.100 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 11.8 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 3.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 8.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.85 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.85 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 45 Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT STAIR RIGHT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 " (320+120)/2/1680 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.78 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 12.92 FT 12.92 FT RESULTING UNIT SHEAR AT WALL LINE (v): Tor WIDTH = 0.138 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTHW: 12.92 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL M: 1.78 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.100 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 14.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 5.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 8.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.96 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.67 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 3.61 KIPS OK SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aDDANIEL J. DOBBIE Page: 46 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 3454743 Giesbrecht Residence SHEAR AT LIVING ROOM LEFT SKEW WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA• V = 13.57 * (200+144)/2/1680 +.43 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.82 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 5.00 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.364 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGE, 2x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.82 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.180 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.96 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 19.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.5 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 17.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.51 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -3.57 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE LOAD TO 5/8" x 6" LAG SCREW 0.60 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR 10 " o.c. USE: 8 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 15 " o.c. USE: 12 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 16 " O.C. USE: 16 aDDANIEL J. DOBBIE Page: 47 QProfessional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT DINING ROOM RIGHT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 " (120)/2/1680 + 1.47 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.96 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.17 FT 3.17 FT RESULTING UNIT SHEAR AT WALL LINE (v): TOT WIDTH = 0.618 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGE, 4x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 3.17 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.96 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.114 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.49 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 17.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 16.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 5.19 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -5.32 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x 5.86 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 6.80 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW 0.88 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 22 o.c. 11 " o.c. USE: 16 USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 12 " o.c. USE: 12 aD DANIEL J. DOBBIE Page: '48 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT LIVING ROOM RIGHT SKEW WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 " (240)/2/1680 +.53 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.50 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 8.00 FT TOT WIDTH = 12.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.125 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.50 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.180 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 4.0 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.0 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 3.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.48 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.76 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 49 QQ Professional Engineer Job No. 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT LIVING ROOM BACK SKEW WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (240+110)/2/1680 +.43 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.84 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 2.50 FT P2: 8.00 FT 2.50 FT Tor WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.368 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGE, 2x SILL PL PANEL P1 DATA: PANEL WIDTHW: 2.5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.92 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.130 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 7.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 7.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.16 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.84 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE LOAD TO 5/8" x 6" LAG SCREW 0.60 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 10 " o.c. " USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 15 o.c. 16 " O.C. USE: 12 USE: 16 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 50 Job No: 2037 Date: October 2002 Giesbrecht Residence SHEAR AT BATH/PREP DINING FRONT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (182/2+120)/1680 +.56 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.26 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 12.00 FT TOT WIDTH = 16.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.141 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL M: 0.57 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.280 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.53 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 6.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.5 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 5.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.88 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.29 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 0.48 KIPS " MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 6 o.c. 28 " o.c. USE: 6 USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 51 QQ Professional Engineer Job No: 2037 20 Mayfair Drive Chico, CA 95973-0707 Date: October 2002 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT GARAGE FRONT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 " (240+242)/2/1680 + 3.28 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.23 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 7.00 FT P2: 8.00 FT 8.50 FT TOT WIDTH = 15.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.337 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 7 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.36 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.182 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 18.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 3.0 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 15.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.55 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.27 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 5 " o.c. USE: 4 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 rz DANIEL J. DOBBIE Page: 52 Professional Engineer Job No: 2037 20 Mayfair Drive Date: October 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Giesbrecht Residence SHEAR AT GARAGE BACK WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 13.57 * (240+242)/2/1680 + 3.32 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.27 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 2.33 FT P2: 8.00 FT 2.33 FT TOT WIDTH = 4.66 FT RESULTING UNIT SHEAR AT WALL LINE (v): 1.131 KLF ALLOWABLE UNIT SHEAR (va): 1.460 KLF Z2 SHEAR WALL: 3/8" APA RATED STRUCT 1, BOTH SIDES EDGE NAIL = 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGE, 4x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 2.33 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.64 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.212 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 14.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 13.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 6.36 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -5.87 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD8' ON 2 - 2x 6.73 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.1 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW 0.88 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.88 KIPS MAXIMUM SPACING AT 5/8" LAGS TO SUBFLOOR 10 " o.c. NOT APPL MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 5 " o.c. NOT APPL MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 10 " o.c. 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